HomeMy WebLinkAboutJOHN D STEPHENS INC
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PROJECT MANUAL
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Main Interceptor
Upgrade Replacement Phase II
Augusta Utilities Department
Project No. 00007
PREPARED FOR:
AUGUSTA COMMISSION
Deke S. Copenhaver. Mayor
Betty Beard - District 1
Corey Johnson - District 2
Joe Bowles - District 3
Alvin Mason, Mayor Pro Tern - District 4
Calvin Holland, Sr. - District 5
Joe Jackson - District 6
Jerry Brigham - District 7
Jimmy Smith - District 8
J. R. Hatney - District 9
Don A. Grantham - District 10
Clifford A. Goins - AUD Director, Interim
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May 200.8' Nor; IF I
PREPARED BY:
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SteveriSon 'Palmer
Engineering, Inc.
360 Bay Street, Suite 400/Augusta, Georgia 30901/706-261-4040/Fax 706-261-4042
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PROJECT MANUAL
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Main Interceptor
Upgrade Replacement Phase II
Augusta Utilities Department
Project No. 00007
PREPARED FOR:
AUGUSTA COMMISSION
Deke S. Copenhaver, Mayor
Betty Beard - District 1
Corey Johnson - District 2
Joe Bowles - District 3
Alvin Mason, Mayor Pro Tern - District 4
Calvin Holland, Sr. - District 5
Joe Jackson - District 6
Jerry Brigham - District 7
Jimmy Smith - District 8
J. R. Hatney - District 9
Don A. Grantham - District 10
Clifford A. Goins - AUD Director, Interim
q
May 200J;Y AfJI) IF I
PREPARED BY:
StevenSonPahner
Engineering, Inc.
360 Bay Street, Suite 400/Augusta, Georgia 309011706-261-4040IFax 706-261-4042
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PROJECT MANUAL
MAIN INTERCEPTOR
UPGRADE REPLACEMENT PHASE II
AUD .P..ojecfNc).OOO~7
AUGUSTA,GA
SECTION & TITLE
PAGE NUMBERS
DIVISION 1 - GENERAL REQUIREMENTS
Advertisement for Bids .....m.mm..mm.m.mm.m..m..........................001 00-1 thru 00100-2
Instruction to Bidders.nm.....m.......mmmm.......................................00110-1 thru 00110-4
Bid ProposaL...n..m....nm....n.m.mm...........m...n...................m..... 00120-1 thru 00120..10
Form of Bid Bondnmmmm........__m.....m.nm....m......m....m.m......... 00125'-1 .
Notice of Awardnm..................m...m..mn.nmn.m...........m..mmmnn 00130-1
Agreement..mm......m..............m.mm.m....mm..mm......n.mn...mm.. 00135-1 thru 00135'-3
Performance Bond..m........mm.mmmmmmmmm.mmm.mmu....m..00140-1 thru 00140-2
Labor and Material Payment Bond.m...........m............n..m....n...m..00145-1 thru 00145-2
Certificate of Owner's Attomeymmnm...m...mn....mm.m..............m. 00150-1
Notice to Proceed...mm..........m.m.n........................m.m__m.mm..... 00155-1
Affidavit of Payment of Claims.......m.mmmmmmm..m..nm.....mm... 00160-1
Certificate of Insurance.........m.....m.mnm.m................mn.mmmmn 00170-1 thru 00170-2
Form of Qualification of Bidder.m........................mnm.mm.............. 00450-1 thru 00450-9
General Conditions (Articles 1 -17L.n...mnm__...........................__..01001-1 thru 01001-52
Supplementary Conditions.......m...u...........................m..u....m....... 01 002-1 thru 01002-8
QORE Properly Sciences Job No. U1610, Report No. 35107 ..........Pages-1 thru 39 of 39
01003 Georgia EPD Supplemental General conditions for Federally..........
Assisted State Revolving Loan Fund Construction Contracts...........EPD-1 thru EPD - 25
01003 Davis Bacon Wage Rate Determination GA20080138......................Pages 1 thru 30f3
01004 Georgia EPD Supplemental General Conditions For Federally ........~ I mz,.1.J 13
Assisted State Revolving Loan Fund American Recovery And.........
Reinvestment Act of 2009 Construction Contracts ............................
01010 Summary of Work ........................................................................... ....01 01 0-1 thru 01010-2
01200 Measurement and Payment...........m.u........................m__mm......... 01200-1 thru 01200-7
01710 Contract Closeout ...............................................................................01710-1 thru 01710-3
01780 Closeout Submittals ............................................................. ...............01780-1 thru 01780-2
01785 Guaranty and Warranty.................................................. .....................01785'-1 thru 01785-2
01800 Submittals mn.....m.....u.....mm.mmm.....m..mmmm...mm......mu.u.. 01800-1 thru 01800-4
01800-A Submittal Transmittal Form...mmm.mnmm......mnnm....m................ 01800A-1
01800-B Product Data Transmittal Form.m....m.........................................nm 01800B-1
00100
00110
00120
00125
00130
00135
00140
00145
00150
00155
00160
00170
00450
01001
01002
.k'PO "-I
DIVISION 2 - SITE WORK
02110 Site Clearing..m....mmm...........mmm...mn....__m..m...................m... 0211 0-1 thru 02110-4
02120 Demolition...umm.........mmmmm........................m................m....... 02120-1 thru 02120-6
02210 Erosion Control..mm..mu..mmmm.m.....m..mm.m....m.....u....m.m.. 0221 0-1 thru 02210-2
02221 Excavation, Trenching and Backfill for Utility Systems.m_.umm.....n.02221-1 thru 02221-19
TABLE OF CONTENTS
Page 1 of 2
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PROJECT MANUAL
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Main Interceptor
Upgrade Replacement Phase II
Augusta Utilities Department
Project No. 00007
PREPARED FOR:
AUGUSTA COMMISSION
Deke S. Copenhaver, Mayor
Betty Beard - District 1
Corey Johnson - District 2
Joe Bowles - District 3
Alvin Mason, Mayor Pro Tern - District 4
Calvin Holland, Sr. - District 5
Joe Jackson - District 6
Jerry Brigham - District 7
Jimmy Smith - District 8
J. R. Hatney - District 9
Don A. Grantham - District 10
Clifford A. Goins - AUD Director, Interim
May 2008' q /l'DP" I
PREPARED BY:
almer
oofmg, me.
360 Bay Street, Suite 400/Augusta, Georgia 309011706-261-4040IFax 706-261-4042
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530 Greene Street Room 605
Augusta. GA 30901
Phone; 700 821 2422
Fax: 706 821 2811
City of Augusta
Procurement Department
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Fax
To:
Stevenson & Palmer Engineering
From: Darrell White
Fax:
706-261-4042
Date: July 7, 2009
Contact: James Willson. II
Pages: 26
Re:
Bid Item #09-124, Addendum 1
cc=
o Urgent X For Review
o Please Comment 0 Please Reply
o Please Recycle
Comments
See Attached Sheets
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Mailed
TO:
All Bidders
Phyllis Mills. Quality Assurance Analyst
Drew Goins, Augusta Utilities Department
Geri Sams W fP'
Procurement Director
FROM:
DATE:
SUBJ:
Bid ITEM:
Bid DATE:
June 30. 2009
Clarifications to Specifioations and Responses to Vendor Questions
09-124 Main Interceptor Upgrade. Phase (J for Augusta Utilities Department
Tuesday, July 14. 2009 at 3:00 P.M.
ADDENDUM NO.1
Bidders on this Project are hereby notified that this Addendum shall be attached to and made part of the
above-named Bid Package.
The following items are issued to add to, modify, and clarify the Bidding and Contract Documents. These
items shall have full force and effect as the Bidding and Contract Documents, and costs involved shall be
included In the bid prices. Bids to be submitted by the specified bid due date shall conform to the
additions and revisions listed herein.
Acknowledge receipt of this addendum by inserting its number and date in Section 00120. page 9 of the
Bid Proposal and returning It with your bid.
SPECIFICATIONS
Cover:
Item No_ 1 - Amend the preparation date to read "May 2009.-
Table of Contents:
Item No. 2 - Under Division 1 - General Requirements. amend the page numbers for Section
01004 to read "Pages ARRA-1 through ARRA-13."
Item No.3 - Under Division 2 - Site Work. delete Specffication Section 02705, Protective Coating
for Sanitary Sewer Structures. Pages 1 through 4.
Required Bid Submission Forms:
All Bids must be submitted on the forms provided by the Owner. Bidders shall furnish all the
information required by the solicitation. Bids must be signed and the bidder's name typed or
printed on the bid sheet and each continuation sheet which requires the entry of information by
the bidder. The person Signing the Bid must initial erasures or other changes. Bids signed by an
agent shall be accompanied by evidence of that agent's authority. (Bidders should retain a copy
of their Bid for their records.) To be responsive, the bidder must submit the following documents
with hisfher Bid:
Room 605 - 530 Green Street, Augusta Georgia 30911
(706) 821-2422 - Fax (706) 821-2811 Addendum 1 Bid Item #09-124
www.augustaga.gov Page 1 of 10
Register at www.demandstar.com/supplier for automatic bid notifjcation
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(1) Bid Form and any other forms deemed mandatary by the specifications
(2) Bid Bond and Certificates
(3) Bidder's Qualifications, including a Financial Statement
(4) Statement of Non~Discrlmjnation
(5) Conflict of Interest
(6) Contraotor's Affidavit and Agreement
(7) Sub-Contractor's Affidavit
(8) Non-Colluslon Affidavit of Bidder/Offeror
(9) Non-Collusion Affidavit of Subcontractor
(10) Augusta-Richmond County Local Small Business Opportunity Program Forms,
i.e., Good Faith Effort and LSB Suboontractor/Sllppller Utilization Plan
Item No.4 - Add the following directly after Item (10):
(11 ) All DBE Compliance and certification forms included in Section 01003 required of the
aPrime Contractor" that must be submitted to EPD prior to commencement of the
contract I.e. pages EPD-4 through 12. inclusive, including Six Good Faith Efforts
documentation.
(12) All -Buy American" requirements and Bid Certifications included in SectIon 01004. i.e.
pages ARRA-5 and 6. If the bidder Intends to use products or materials not complying
with the Buy American requirements, they shall complete the Waiver Request Application
and include it with their bid. Le. page ARRA-8.
Section 00110 -Instructions to Bidders:
Item NO.5 - In the second paragraph of Paragraph 1.01 General: amend ...., but no proposal
may be withdrawn for a period of sixty (60) days after bids have been opened. .... to read as .....
but no proposal may be withdrawn for a period of one hundred and twenty (120) days after bids
have been opened, .... All other text remains as stated.
Section 00120 - Bid Proposal:
Item No.6 - On Page 9, amend the first full paragraph ...., but shall remain open for acceptance
for a period of sixty (60) calendar days fOllowing such time." to read as ...", but shall remain open
for acceptance for a period of one hundred and twenty (120) calendar days following such time."
All other text remains as stated.
Item No. 7 - On Page 9, amend the second full paragraph a... the Notice of Acceptance of the Bid
Proposal within sixty (60) days after the time for the opening of bids, ... D to read as ...", the Notice
of Acceptance of the Bid Proposal within one hundred and twenty (120) calendar days after the
time for the opening of bids, ..." All other text remains as stated.
Item No. 8 - On Page 9. amend the fifth full paragraph .If this Proposal is accepted within sixty
(60) days after the date set for the opening of bids ...t> to read as "If this Proposal Is accepted
within one hundred and twenty (120) calendar after the date set for the opening of bids ..," All
other text remains as stated,
Section 01002 - Supplementary Conditions:
Item NO.9 - Add the following immediately after Section 01002, Paragraph 5.5:
SC-5.6. Delete Paragraph 5.6 in its entirety and insert the following in its place:
SC-5.6 Property Insurance
A. Contraotor shall purchase and maintain property insurance upon the Work at the
Site in the amount of the full replacement cost thereof. This insurance shall:
1. Include the interests of Owner, Contractor, Subcontractors. Engineer,
Engineer's Consultants and any other individuals or entities identified in the
Supplementary Conditions, and the officers, directors, partners, employees,
agents and other consultants and subcontractors of any of them each of
whom is deemed to have an Insurable interest and shall be listed as an
insured or additional insured listed in Paragraph S0-5.17;
Addendum 1 Bid Item #09-124
Page 2 of 10
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2. Be written on a BUilder's Risk Rall-rlskR or open peril or special causes of loss
policy fonn that shall at least include insurance for physical loss and damage
to the Work, temporary buildings, falsework, and materials and equipment in
transit and shall insure ag~inst at least the following perils or causes of loss:
fire, lightning, extended coverage, theft. vandalism and malicious mischief,
earthquake. collapse, debris removal, demolition occasioned by enforcement
of laws and Regulations. water damage, and such other perils or causes of
loss as may be specifically required by the Supplementary Conditions;
3. InClude expenses incurred in the repair or replacement of any insured
property (including but not limIted to fees and charges of engineers and
architects):
4. Cover materials and equipment stored at the Site or at another location that
was agreed to in writing by OWner prior to being incorporated i.n the Work.
provided that such materials and equipment have been included in an
Application for Payment recommended by Engineer;
5. Allow for partial utilization of the Work by Owner;
6. Include testing and startup; and
7. Be maintained in effect until final payment Is made unless otherwise agreed
to In writing by Owner, Contractor and Engineer with 30 days written notice to
each other additional insured to Whom a certificate of Insurance has been
issued.
8. Contractor shall be responsible for any deductible or self-insured retention.
9. The polley will not cover Contractor's or Its subcontractor's or supplier's
equipment. tools or other property that Is not consumed durIng construction
or does not become a part of the Project. Contractor shall bear the expense
of any additional policy to cover these items.
10. The policies of insurance required to be purchased and maintained by
Contractor in accordance with this Paragraph SC-5.6 shall comply with the
requirements of Paragraph 5.9 of the General Conditions.
Section 01004 - Georgia Department of Natural Resources, Environmental Protection Division
Supplementary General Conditions and Information for Federally Assisted State Revolving Loan Fund.
American Recovery and Reinvestment Act (May 27. 2009):
Item No. 10 - Include Attachment No.1, pages ARRA-1 through 13, inolusive, in this section. in
its entirety.
Section 01785 - Guaranty and Warranty:
Item No. 11 - In Section 01785. Paragraphs 1.01 A, Band F, amend &Final Completion" to read
"Substantial Completion. It
Section 01200 - Measurement and Payment:
Item No. 12 - In Section 01200. Paragraph1.05.D, Lump Sum Construction. Add the following
paragraph to the end of Paragraph 1.05.0.
"Payment of the pay item will be measured per month and will be prorated based upon the length
of Contract Duration. For example: If the Contract Is for a 365 calendar day period. then the pay
item will be 1/12fh of the lump sum amount per month, regardless of actual costs incurred by
Contractor. R
Item No. 13 - In Section 01200, Paragraph1.05A, SANITARY SEWER. Add the following
paragraph immediately after ITEM 8-33.
ITEM 5-37 ~ Granular flll for FRPM pipe installation shall be measured in cubic yards and shall
consist of the 2~feet depth of. initial backfill indicated on the standard bedding detan. The pay item
includes cost for the backfill and installation as well as all transportation and stockp~ing charges.
The volume of material iocluded shall be the actual measured GIn-place" volume. The standard
trench width used to calculate the volume will be 10 feet. No additional payment shall be made
for these Items.
Addendum 1 Bid Item 110O-124
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Section 02705 - Protective Coating for Sanitary Sewer Structures:
Item No. 14 - Delete this Specification Section in its entirety.
Section 02730 - Sanitary Sewers:
Item No. 15 - In the third paragraph of Paragraph 3.05.8 amend "... deflection greater than 5
percent." to read"... deflection greater than 3 percent:
Item No. 16 - In the fourth paragraph of Paragraph 3.05.8 amend "... deflection of 5 percent or
greater ..... to read " .. . deflection of 3 percent or greater ..."
DRAWINGS
Item No. 17 - On Sheet C18, add the following to the end of Note 2:
"BUILDING DEMOLITION BY THE CllY OF AUGUSTA. CONTRACTOR RESPONSIBLE FOR
UTILIlY SHUTOFF COORDINATION AND REMOVAL FROM AREA OF EXCAVATION FOR
MAIN INTERCEPTOR."
'!tern No. 18 - On Sheet C22: Reference AUD Detail 2, Precast Manhole. Amend Note 5 to read
. "COAT INTERIOR CONCRETE SURFACE USING "SPECTRASHIELDG TOP COAT ONLY ON
NEW PRECAST MANHOLES. SEE SECTION 02706."
Item No. 19 - On Sheet C22: Reference AUD Detail 3. Precast Manhole. Amend Note 5 to read
"COAT INTERIOR CONCRETE SURFACE USING "SPECTRASHIELD" TOP COAT ONLY ON
NEW PRECAST MANHOLES. SEE SECTION 02706."
Addendum 1 Bid Item #09-124
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ANSWERS TO BIDDERS QUESTIONS
The answers to Bidder's questions are Included with this Addendum No.1. Answers to Bidder's
questions are for reference only and are not intended to be relied upon as a condition Of the contract,
unless they are specifically answered by reference to statements within the Contract Documents or
issued as an Addendum item.
Question #1 Spec Section 02310 Tunnel Construction: 1.03 A 2 states "Only Contractors and
Specialty subcontractors who meet the qualification requirements for micro tunneling or
shaft construction as described herein may perform the work.... No qualifications
requirements are provided within this section.
Answer #1 Tunnel subcontractors shall complete Section 00450 - Form of Qualification of
Bidder to demonstrate qualifications requirements for thls project. This form shall
be submitted with the Biddcl'$ bid. Experience with past projects similar In nature
to this project will be a key indicator of subcontractor's experience to be selected
as a responsible Bidder. Please also refer to Section 00700 - General Conditions,
Paragraphs 6.8.1 and 6.8.2.
Question #2 Within 1.04 and 2.03, the tunnel boring equipment descriptions and requirements
provided can be interpreted as applicable to both conventional Earth Pressure Balance
(EPB) tunnel boring machines, as well as to Micro Tunnel Boring Machines (MTBM).
EPB TBM's are typically man-entry operations in these diameter ranges. Other TBM
configurations can achieve very acceptable performance criteria while not technically
defined or functioning as EPB. As an example, a conventional soft-ground TBM can be
equipped to handle the ground conditions described, without operating in a true EPB
mode.
At these diameters and drive lengths. conventional man-entry TBM operations will be
cost effective when compared with MTBM operations.
Additionally, by specifying the use of EPBM and/or MTBM tunnel equipment, rather than
providing a performance-based specification, you are limiting the equipment and
methodologies available to the contractor. and thus inhibiting OO5t-competitiveness.
There are other tunneling solutions applicable to these installations.
3.04 B is a speoification for installing a box culvert by the direct jack method. Similar
construction methods are applicable at least to the 1-520 crossing.
Please reconsider the;se specifications.
Answor #2 Tho Tunnel subcontractor shall comply with the requirements of Section 02310.
Alternate, Industry standard, construction tochniquos will be considered by the
Engineer after contract award. Bidders are reminded they are responsible for the
means and methods, and safety precautions to meet the Intent of the
specifications.
Question #3 Please clarify the bedding requirements. The bid form indicates Type II bedding for
FRPM and PWPE. Bedding details provided on sheet C23 ~ake references to different
class beddings, but not types. Is the detail entitled aBedding For Flexible Pipe" the
Intended bedding?
Answer #3 The reference to Type II bedding is equivalent to Class 2 as indicated on AUD
Detail 8. Bedding for Flexible Pipe Is the Intended detail for flexible pipe up to the
Inftlal backfill limits. Final compacted backfill shall be per AUD Detail 5 as
Indicated on Sheet C23.
Addendum 1 Bid Item #09-124
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Question #4 Can you provide a Measurement & Payment note regarding Pay Item $-37?
Answar#4 See Item No. 13 above. of this Addendum No.1.
Question #5 Currently the question cutoff is slated for June 24th, with a bid date of July 14111. Would
you consider extendil;1g the time for questions? Also. can you please provide an emall
address for questions?
Answer #5 No, the last day for questions cannot be extended. No, all questions have to be
submitted via fax to the Procurement Department at (706) 821.2811.
Question #8 The bedding detail on sheet C23 entitled "Bedding for Aexible Pipe" shows geotextile
wrapped around the bedding. In the pre-bid meeting it was mentioned that this will be
required as directed by the Owner/Engineer; however there is no provision to pay for this
separately. Can you please provide a pay item for this work to level the playing field
among Contracwrs'1
Answer #6 As stated In note 1 of the bedding d.il on sheetC23, use of geotextlle wrap shall
be used in areas where Class 4 materials are encountered and at dlseretion of
engineer. No separate pay Item will be made for this Item.
Question #7 It was mentioned in the pre-bid that compaction in all areas above the pipe is to be 100%.
Please confirm the intent with compaction.
Answer #7 Backfllling and compaction requirements for designated areas shall meet the
requlremcmts of Section 02221, excavation, and Trenching & Backfill for utility
Systems, Paragraph 3.05.A.
Question #8 It was mentioned in the pre-bid meeting that there are no specific minority pis required,
just a "Good Faith" effort. The DBE Compliance fonn EPD-4 inoluded in the Bid
Documents shows percentage goals. Please clarify.
Answer #S Bidders shall read the entire Section 01003, Supplemental General Conditions for
Federally Assisted State Revolving Loan Fund Construction Contracts
requirements. As stated on page EPD-3, itttle "fair share!; objective is a goal, not a
9YP.1I." Bidders shall also comply with the requirements on pages EPD-11 and 12.
See Item NO.4 above, of this Addendum No.1.
Question #IS It was mentioned in the pre-bid meeting that additional minority requirements would be
prOVided in Addendum #1. If this requires different forms to be submitted with the bid,
can you update the list on EPD-3 or provide a new list of fonns to be submitted?
Answer #9 No other additional minority requirements have been added as provided in
Addendum No.1.
Question #10 It was mentioned in the pre-bid that the Owner keeps a list of LSB's. Can you please
provide this list?
Answer #10 The list Is included as Attachment No.2 of this Addendum No.1.
Question #11 Please clarify If the failure to bid Alternate No. 1 would constihJte the bidder as non-
responsive, or If this is acceptable.
Answer #11 Refer to Section 00100, Instruction to Bidders, Paragraph 1.04. Bidders must
quote on all items appearing on the bid forms. Failure to quote on all items may
disqualify the bid.
Addendum 1 BId Item 4#00-124
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Question #12 Specification section 02730 3.05 B states that pipe can have deflection up to
5%. Specification section 02731 3.02 7 states that the maximum deflection is to be 3% or
less. Please clarify.
Answer #12 See Items No. is and 16 above, of this Addendum No.1.
Question #13 In the General Conditions Section 4.5 - 4.7 it is stated that the OWNER is responsible for
any hazardous materials encountered on site. Will the OWNER accept GENERATOR of
record status for hazardous materials encountered?
Answer #13 If hazardous materials are encountered on the site, OWNER will coordinate spectflc
requirements for the material encountered between the appropriate regulatory
agencies and the CONTRACTOR.
Question #14 General COnditions Section 13.12 states that the one year warranty period commences
once "substantial completion" has been achieved, while in Specification Section 01785
Part 1.01-A states that such warranty commences on year after "tinal completion". Which
of these two dates shall be considered for the one year warranty?
Answer #14 See Item No. 11 above, of this Addendum No.1.
Question #15 During a site visit, it was noticed the presence of several stockpiles near the Messerly
Wastewater Treatment Plant area. Who shall be responsible for the removal of these
stockpiles in the case these are still there at the time of beginning construction?
Answer #15 The stockpfles are the responsibility of the OWner and AUD ProJeGt No. 80130
Contractor.
Question #16 How shall the connection to the Messerly Wastewater Treatment Plant be handled, given
that It Is In operation twenty four hours a day? Is bypassing our only option to perform
this connection?
Answer #16 A.UD Project No. 80130 Contractor will Install a sUde gate in the influent structure in
order to isOlate flow back into the propo~ B4-inch Main Interceptor. Contractor
may be required to pump leakage from the slide gate In order to complete the tie--
In.
Question #17 Per Specification Section 02730 Sanitary Sewers, Page 6 Item F-1, the Manhole Frame
& Cover is US Foundry 926-US. This specified model is no longer available. Please
provide a substitute Manhole Frame and Cover model.
Answer #17 The specified frame and cover is a new model recently added by US Foundry.
Please contact US Foundry RepresentativG Ms. Sarah Williams at (800) 327-6742
for infonnation and pricing.
Question #18 What are the compaction requirements that the contractor will have to meet, during
trench backfill?
Answer #18 Backfilling and compaction requirements for designated areas shall meet the
requirements of Section 02221, Exoavation. and Trenching & Backfill for UtIlity
Systems, Paragraph 3.05.A.
Question #19 At the pre-bid it was mentioned that 100% compaction would likely be required in all
areas. If so, how is the contractor supposed to keep the ground water from saturating the
dirt once dewatering operations are concluded?
Answer #19 See answer #18. 100% compaction requirements are specific to AUD Detallia on
Sheet C23. Contractor must meet the compaction requirements at the time of
testing.
Addendum 1 Bid Item #09-124
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Question #20 Is the contractor responsible for paying for geotechnical services. in order to verify
compaction requirements are met?
Answer #20 Please refe.. to Section 02221 - Excavation, Trenching and Backfill for Utility
Systems, Paragraph 1.03.B. Soli testing and inspection service for quality control
is the responsibility of the Owne...
Question #21 Due to the lack of cover for the proposed bore at ROGky Creek, there is a high possibility
that the creek may breach into the bore. Can the contraotor open cut the area crossing
Rocky Creek or have an alternate line Item added to the bid for an open cut crossing?
Answer #21 See Section 01002 - Supplementary Conditions, Paragraph 6.13.A. The U.S. Army
Corps Nationwide Pennit (12) permit number 200800163 was approved as a Jack
and bore Of'tunneling operation. Any modifications to the crossing will have to be
re-approved by the U.S. Army Corps and may be detennined after contract award.
Bidders shall provide costing per Bid Item No. S-17A.
Question #22 Does the contractor have to JoInt test each joint as the line is laid and pressure test each
line once the line has been completed from manhole to manhole?
Answer #22 Field testing for leaks is specified under Section 02730 - Sanitary Sewers,
Paragraph 3.0S.C. for pipes under 36-inoh diameter. For pipes 36-lnches and larger
refer to Section 02730, Paragraph 3.05.G.
Question #23 Is filter fabric going to be necessary to bed the pipe? Is so, could you please qualify what
conditions will dictate the use of the filter fabric?
Answer #23 As stated In note 1 of the bedding detail on Sheet C23, use of geotextUe wrap shall
be used in areas where Class 4 materials are en()Ountered and at discretion of
engineer. No separate pay Item will be made for this Item.
Question #24 According to section 02731-6 item 5 paragraph C it is stated that the required air
pressure for testing may be adjusted based on area with known ground water. When is
the height of the ground water determined - before, during or after laying the pipe?
Answer #24 Presence of ground water will be determined at the time of pipe testing.
Question #25 Also in section 02731-6 item 5 paragraph C it is shown that the air test pressure for
pipelines installed in areas where ground water is known to exist. According to the
example shown. test pressures could approach 8 psi which is greater than the back~
pressure rating for any test plug that we call find; the rating that is shown by Cherne and
Lansas (two of the more well known plug manufacturers) for their plugs is 6 psi for pipe
this size. It is stated in section 02731-6 Item 5 paragraph A that all plugs shall be shown
to be able to hold against back~pressure during testing without bracing or movement of
plugs. Will bracing be allowed if the test pressure will be near the limit of the plug(s)
pressure rating? What if the test pressure of the pipeline exceeds the test plug(s) back
pressure ratings due to ground water conditions?
Answer #25 See answers to questions #22 and #24.
Question #26 What are the requirements for previous work experience, In order to be qualified to do the
project?
Answer #26 Bidders shall complete Section 00450 - Fonn of Qualification of Bidder and submit
this with their bid. Experience with large diameter flexible piping systems similar
in nature to this project will be a key Indicator of Bidder's experience to be
selected as a responsible Bidder.
Addendum 1 Skillern #09-124
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Question #27 Section 02310 (Tunneling Construction), Subsection 1.03 (Design Requirements),
paragraph 2 states uOnly Contractors and specialty subcontractors who meet the
qualification requirements for micro tunneling or shaft construction as described herein
may perform the Work described in this section."
In the prebid meeting, Contractors were referred to Section 00450.-1 (Form of
Qualification of Bidder) for further information on these requirements. However, this form
does not list what specific qualification requirements must be met in order to be allowed
to perform this tunneling work. Please provide the specific qualification requirements that
must be met in order to perform this work.
Answer #27 T\lnnel subcontracton; shall complete SectIon 00450 - Form of Qualification of
Bidder to demonstrate qualifications requirements for this project. This form shall
be submitted with the Bidders bId. Experience with past projects sImilar in nature
to this project will be a key indic:ator of subcontractor's experience to be selected
as a responsible Bidder. Please also refer to Section 00700 - General Conditions,
Paragraphs 6.8.1 and 6.8.2.
Question #28 Regarding site clearing, will burning be allowed on this project?
Answer #28 See Section 02110 - Site Clearing, Paragraph 3.02.A. Burning is not pennltted on
Owner's property.
Question #29 During the dewatering procedure, what will be the requirements pertaining to the
disoharge of groundwater? For Instance in the wetland areas where will the dewatered
ground water be required to be displaced?
Addendum 1 Bid Item #()9-.124
Page 9 of 10
See Section 02221 - Excavation, Trenching and Backfill for Utility Systems,
Paragraph 3.02. fCDischarge facilities and wmer quality shall comply with
applicable regulations of State and Federal agencies!'
Will installing tunnel liner plate be an acceptable method of installing the bores In lieu of
jacking the pipe?
The T\lnnel subcontractor shall CQmply with the requirements of Section 02310.
Alternate. industry standard, construction techniques will be considered by the
Engineer after contraGt award. Bidders are reminded they are responsible for the
means and methods, and safety precautions to meet the lntent of the
speclflcations.
What are the local regulations/prooedures regarding disposing of the asbestos pipe?
Contractor shall legally dispose of asbestos pipe in accordance with current
regulatory requirements. Contractor Is responsible to arrange and dispose of the
asbestos pipe at the appropriate facility. Chain of material custody will be required
by the Owner.
wm the Owner pay for testing?
Please refer to Section 02221 - Excavation, Trenching and Backfill for Utility
Systems. Paragraph 1.03.8. Soil testing and Inspection service for quality control
Is the responsibility of the OWner.
The detail shows Geotextile fabric encompassing the pipe bedding. Will this procedure
be required for the entire portion of the project, or will it only be required in certain areas?
As stated In note 1 of the bedding detail on Sheet C23, use of geotextile wrap shall
be used in areas where Class 4 materials are encountered and at discretion of
engineer. No separate pay item wiJI be made for this Item.
Question #34 The specs indicate that a registered Engineer in the state of Georgia will be required to
design the bore plan/shaft support system. Will that apply to this project?
Answer f#34 Yes.
Answer #29
Question #30
Answer #30
Question #31
Answer #31
Question #32
Answer #32
Question #33
Answer #33
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General Condition 5.3.6 requires the Contractor purchase insurance for uolaims arising of
operation of Laws or Regulations for damages because of bodily injury or death of any
person or for damage to property,g Contractor is unaware of this type of coverage.
Please advise what type of Insurance Owner is requesting-
It Is our und~rstand'ng this may be covered by the comprehensive general liability
policy. Refer to Section 01002 - Supplementary Conditions for additional
insuranoe requirements.
General Condition 5.6 states the Owner shall purchase and maintain property insurance
on the Work for the full insurable value on an uall-risk" basis but if not covered by the
Owner's polioy the Contraotor shall purchase and maintain property insurance on
portions of the Work stored on and off the site or in transit Will the Owner's property
policy cover Work In storage on and off the site and in transit?
See Item No.9 abo'le. of this Addendum No.1.
General COndition 5.9 states the Contractor will be responsible for the deductible
amounts on the Owner's property policy. What are the deductible amounts the
Contractor will be responsible for?
See Item No. 9.abovej of this Addendum No.1.
Without further details about the limits, sublimits, deductlbles and covered perils, it is
difficult for Contractor to assess 1ts risk of loss for uncovered claims on the Owner's
property Policy. Will the OWner provide more details about the property coverage it will
provide?
See Item No.9 "bove, ofthis Addendum No.1,
General Condition 5.13 states the Owner as trustee shall have the power to adjust and
settle any loss with the insurers. The Intent appears to be for this clause to apply to the
Owner-provided property policy but there is not language to limit this clause to the
Owner-provided coverage. Will the Owner clarify this clause by inserting "of insurance
required by paragraph 5.6 and 5.7 between "trustee" and "shall have power" in the first
line?
Where Owner is trustee of the applicable Insurance polir;:y, General Conditions
I='aragraph 5,13 shall apply.
Special Provisions, Bonds and Insurance, EPD-15 requires the Owner or Contractor as
appropriate must acquire flood Insurance. Please advise if the Owner's property policy
will Include coverage for flood as required by this clause.
There are no Federal Emergency Management Agency (FEMA) flood h3%ard areas
Identified within the project area. Flood insurance is not required.
Supplementary Condition 5.5 requires the Contra<<Jtor to procure an Owner's Protective
Liability policy (OCP) in an amount not less than $2,000,000 for injuries, including
accidental death for each occurrence and property damage in the amount not l8$s than
$1,000,000 each occurrence and $1,000,000 per Contract aggregate combined single
limit. OCP polici8$ are no longer written with split liability limitS in the insurance market.
Will the Owner accept an OCP polioy with a $2 million per occurrence/aggregate Iimft?
It Is our understanding thIs type of policy is still available and und&rwritten by
50l1'le insurance flnns.
List of Attachments:
JUL-07-2009 11:18
Question #35
Answer #35
Question #36
Answer ##36
Question #37
Answer #37
Question #38
Answer #38
Question #39
Answer #39
Question #40
Answer #40
Question #41
Answer #41
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Attachment No.1 - Speclf\cation Section 01004, dated 05-27-2009, Pages ARRA-1 through 13
Attachment No.2 - LSBOP Vendor list, Pages 1 through 2
Please acknowledge addendum In your submittal
END ADDENDUM
Addendum 1 Bid Item #09-124
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7053124502
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.. ..,..
: :.:" ':,; ,',; ,:'.':!.,:; ~ DISADVANTAGED BUSINESS ENTERPRISE DEPARTMENT
,_,' _,," ',''[:':~:: : -'oJUle Gentry
":O':'Jt;'-:u'- -l ^ AV'
,. ..... DBE Coordinator
We are pleased to present this directory of registered Local Small Business OpportunitY Program businesses. The
companies represented in this directory are interested In doing business with you. They have demonstrated their
commitment to understanding the state's procurement process. Many of them have attended our vendor's
workshop and other training programs we have sponsored In order to gain the awareness which will equip them to
compete for bId opportunities.
The Augusta-Richmond County Disadvantaged Business Enterprise is striving to be a Iieiison between the local small
business community and the procurement process. We also encourage sub-contractlng opportunities and JoInt
venturing partnerships.
Phone~ 706-667.9793
Fax:706-733~552
Email: custodialsDeCialists@vahoo.com
Service: Janitorial Contractor
Phone: 706-306-4396
Emall: No 1 impala@hotmall.com
Service: ProfessJonalLawn care
Phone: 706-737-6255
Fax: 803-643-0074
Email: a-ashreddl",z~ceopleDc.cOn'1
Service: Document Shredding
Phone:70~2S-5779
Fax: 706-792-9185
Emall: t1lackson@ieee.orn
Service: Electrical Contractor
Pbone:706-364-2731
Fax: N/A
Emai1: Freedogwoo4@knologv.net
Service: Carpentry &, Painting
Phone: 706-793-6040
Fax: 706-793-6625
Entail: mmill-.ier@mm-sm..com
Service: Supplier, Special Trade Constructio:n.
and Janitorial
PhoIle: 706-828-6677
Fax: 706-828.6688
Emall: ADCOTECHSERVICESta>BELLSOUTH.NET
Service: Heavy Duty Tractor and Trailer Maintenance
and repair
DisadVlUltaged Business Enterprise Department
501 Greene Stred;- Suire 304 - Augusta, GA30901-4414
(706) 821.2406 - Pax (706) 821-4228
WWW.AUGUSTAGA.GOV
Dear Potential Bidder:
1) CSRA Custodial Specialists
c/o Mr. Wade Walker
2709 Oakland Avenue
Augusta, GA 30909
2) You've Just Been Served
c/o Mr. Orlando O'Neal
2021 Golden Road
Augusta, GA 30901
3) Aiken &. Augusta Shredding
c{o Mrs. Denise Watson
3205 Easy Street
Augusta, GA 30904
4) Jackson Electric
c/o Tom Jackson & Associates, LLC
2314 Ruby DriVe
Augusta, GA 30906
5) Freeman Carpentry & Painting
clo Mr. Minus Freeman
2731 MUledgeville Road
Augusta, GA 30Sl04
6) M & M Management Services
c/o Marlin W. Millender
3114 Augusta Tech Drive
Suite 403
Augusta, GA 30906
7) ADCO Tech Service, Inc.
c/o Donald Stewart
315 Hale Street
Augusta~ GA 30901
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~ DISADVANTAGED BUSlNESS ENTERPRISE DEPARTMENT
A Yvonne Gentry
DBE Coordinator
8) Success Enterprbe, Inc.
c/o Mary Ward or DouglCl$ Greene
1611 Cider lane
Augusta, GA 30906
Phone:7~993-2577
Fax: 601-643-6511
Email: MARY@SUCCESSENTER.COM or
DOUGlASj!i)5UCCESSENTER.COM
Service: Contract Services; Marketing Consulting,
Website Design, Graphic Arts, L.ogos, Brochures
9) Mr. James Hebbard
c/o Automation & Security
2110 Brown Road
Hephtibah, GA 30815
phone: 877-513-0085
Emall: automationandsecuritv@li!mail.com
services: Construction. alarm/fire system Installations,
structural wiling networks, and security cameras
10) Berry Smith Sanitation
c/o Be'rry SmIth
1308 New Savannah Road
Augusta, GA 30901
Phone:706-72~2001
Fax: 706-124-2019
Services: Contract Services; Trash removal
11) Analyze America Labs
c/o Carla Noah
1840 Wrightsboro Road
Augusta, GA 30904
Phone: 706-738-3145
Fax:70~738-3218
Ema\l: lab@analvzeamerica.eom
Services: Drug Screens and Clinical Specimen r>rocessJllg
12) Southern J. Construction
c/o Mr. William Johnson
4619 Shadow Moss Court
Augusta, GA 3090G
Phone: 706~790-9399
Fax: 706-796~3429
Email: southemwilIDaol.com
Service: General Contractor; Home Builder; Remodeling
We are hopeful that this directory serves you well. We invite your feedback on how we can Improve your ability to
access local small businesses. We would also like you to visit our website at www.aUlwstaRa.R:OV. select DBE
Department. Please feel free to contact our office at (706) 821-2406.
Thank you for including Local Small Business Opportunity Program in this directory on your bid opportunities.
Sincerely,
f-~
Yvonne Gentry
DBE Coordinator
Disadvantaged Business Enterprise Department
501 Greene Street ~ Suite 304 - Augusta. GA 30901-4414
(106) 821-2406-Fax(706) 821-4228
WWW.AUGUSTAGA.OOV
TOTAL P.26
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Invitation To Bid
Sealed bids will be received at this office until 3:00 p.m., Tuesday, July 14,2009 for furnishing:
Bid Item #09-124 Main Interceptor Upgrade-Phase II for Utilities Department
Bids will be received by Augusta, GA Commission hereinafter referred to as the OWNER at the offices of:
Geri A. Sams
Procurement Department
530 Greene Street - Room 605
Augusta, Georgia 30901
706-821-2422
Bid documents may be examined at the office of the Augusta, GA Procurement Department, 530 Greene
Street - Room 605, Augusta, GA 30901. Plans and specifications for the project shall be obtained by all
prime, subcontractors and suppliers exclusively from Augusta Blue Print. The fees for the plans and
specifications which are non-refundable is $250.00
Documents may also be examined during regular business hours at the Augusta Builders Exchange, 1262
Merry Street, Augusta, GA 30904; F. W. Dodge Plan Room, 1281 Broad Street, Augusta, GA 30901. Itis the
wish of the Owner that all businesses are given the opportunity to submit on this project. To facilitate this
policy the Owner is providing the opportunity to view plans online (www.auQustablue.com) at no charge
through Augusta Blue Print (706 722-6488) beginning Thursday, May 28,2009. Bidders are cautioned that
submitting a package without Procurement of a complete set are likely to overlook issues of construction
phasing, delivery of goods or services, or coordination with other work that is material to the successful
completion of the project. Bidders are cautioned that sequestration of documents through any other source is
not advisable. Acquisition of documents from unauthorized sources places the bidder at the risk of receiving
incomplete or inaccurate information upon which to base his qualifications.
A Mandatory Pre-Bid Conference will be held on Friday, June 19, 2009 @ 10:00 a.m. in the
Procurement Department - Room 605. All questions must be submitted in writing to the office of the
Procurement Department by fax at 706-821-2811 or by mail. No bid will be accepted by fax, all must be
received by mail or hand delivered. All questions are to be submitted in writing by Wednesday, June
24, 2009 by 3:00 p.m.
No Bid may be withdrawn for a period of 120 days after time has been called on the date of opening. A 10%
Bid bond is required to be submitted in a separate envelope so marked along with the bidders'
qualifications; a 100% performance bond and a 100% payment bond will be required for award.
An invitation for bids shall be issued by the Procurement Office and shall include specifications prepared in
accordance with Article 4 (Product Specifications), and all contractual terms and conditions, applicable to the
procurement. All specific requirements contained in the invitation to bid including, but not limited to, the
number of copies needed, the timing of the submission, the required financial data, and any other
requirements designated by the Procurement Department are considered material conditions of the bid which
are not waiveable or modifiable by the Procurement Director. Please mark BID number on the outside of the
envelope.
GERI A. SAMS, Procurement Director
Publish:
Augusta Chronicle
Metro Courier
cc: Tameka Allen
Drew Goins
Jerry Delaughter
May 28, June 4, 11, 18, 2009
June 3, 2009
Interim Deputy Administrator
Utilities Department
Utilities Department
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SEALED BIDS SELECTION METHOD
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A method for submitting a bid to perform work on a proposed contract. In general, each party interested
submits a bid in a sealed envelope, and all such bids are opened at the same time and the most favorable
responsible bid is accepted. All bid responses will be retained as property of Augusta-Richmond County.
Conditions for use. All contracts of Augusta-Richmond County shall be awarded by competitive sealed
bidding except as otherwise provided elsewhere in this article (see S 1-10-45 - Sealed Proposals; 1-10-46-
Professional Services; 1-10-47 - Quotations; 1-10-49 - Sole Source Procurement; and 1-10-50 - Emergency
Procurements, of this chapter).
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Invitation for bids and specifications. An invitation for bids shall be issued by the Procurement Office
and shall include specifications prepared in accordance with Article 4 (Product Specifications), and all
contractual terms and conditions, applicable to the procurement.
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Pre-bid conference and addendum. A conference to be conducted by the Procurement Director and using
agency head, if appropriate, hearing will be scheduled at least five (5) working days before receipt of bids.
While the pre-bid conference is not a requirement, it is strongly recommended and widely used to further
acquaint interested bidders with the bid requirements and items to be purchased and vendor input. Any
substantive changes to specifications resulting from the pre-bid conference or other vendor/contractor
sessions shall be documented in an addendum and communicated to all bidders registered for the
procurement action.
Bid opening. Sealed Bids shall be opened publicly in the presence of one or more witnesses at the time and
place designated in the public notice and invitation for bids. The amount of each bid, and such other relevant
information as the Procurement Director deems appropriate, together with the name of each bidder shall be
recorded; the record and each bid shall be open to public inspection in accordance with S 1-10-5 (Public
Access to Procurement Information).
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Bid acceptance and bid evaluation. Provided that the bids are delivered to the Procurement Director at the
time, place, and under the conditions contained in the Invitation for Bids, the bids shall be conditionally
accepted without alteration or correction pending evaluation. Bids shall be evaluated based on the
requirements set forth in the invitation for bids, which may include bidder responsiveness, capability and past
performance, and criteria to determine acceptability such as inspection, testing, quality workmanship, delivery,
and suitability for a particular purpose. Those criteria that will affect the bid price and be considered in
evaluation for award shall be objective and clearly measurable, including but not limited to discounts,
transportation costs, and total or life cycle costs. The main advantage of using life-cycle costing is that both
initial costs and related costs for the life of the item are considered. When the criterion for awarding the
contract is based on lowest responsive bidder, it may mean that the contract specifications are just minimally
complied with. Selecting of the lowest bidder could result in a higher incidence of maintenance, and down-time
could eat up any savings made if the Procurement process considers only the initial cost. Under no
circumstance will any bid be accepted by fax or email. All bids must be labeled and received in the
Procurement office by the due date and time. There will be no exceptions made for any late, lost by the post
office or express carrier. or misdirected submittals.
Please be aware that vendors shall be removed from the vendor list for the following reasons:
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(1) Declining to offer bids for the period of time listed in specifications.
(2) Suspension for the following shall not be for less than three (3) months or more than three (3)
years:
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(a) Failing to satisfactorily meet terms, agreements, or contracts made with the
Procurement department or the using agency.
(b) Being convicted of criminal offenses in obtaining contracts or convicted of
embezzlement, violation of state or federal anti-trust statutes, or any other crime
which indicates a lack of business integrity or honesty.
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(c) Violating contract provisions or failing to perform without good cause or any other
cause which the Procurement Director deems to be so serious as to affect the
responsibility of a contractor, including disbarment or suspension from a vendor list
by another government entity.
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PREFERENCE FOR LOCAL SUPPLIERS AND CONTRACTORS
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(a) Augusta encourages the use of local suppliers of goods, services and construction products whenever
possible. Augusta also vigorously supports the advantages of an open competitive market place. Nothing in
this Section shall be interpreted to mean that the City Administrator or Purchasing Director is restricted in any
way from seeking formal bids or proposals from outside the Augusta market area.
(b) When the quotation or informal bids selection method is used by the Purchasing Director or using
agency head to seek firms to quote on Augusta commodity, service and construction products, local firms
should be contacted, if possible, first. Then if the Purchasing Director or using agency head believes that
there may not be at least three qualified informal bidders, quotes shall be sought from outside the Augusta
market area.
(c) In the event of a tie of bid (see 1-10-43 (h)), when all otherfactors are equal, the City Administrator is
encouraged to select the bid from within the local market area. The City Administrator shall retain the flexibility
to make the award of contract to a bidder outside of the local market area if evidence supports collusive
bidding in favor of a local source.
(d) The local vendor preference policy shall be applied when the lowest local bidder is within 5% or
$10,000, whichever is less, of the lowest non-local bidder. The lowest local bidder will be allowed to match the
bid of the lowest non-local bidder; if matched, the lowest local bidder will be awarded the contract.
For purposes of this section, "local bidder" shall mean a business which:
1) Has had a fixed office or distribution point located in and having a street address within Augusta
for at least six (6) months immediately prior to the issuance of the request for competitive bids or
request for proposals by Augusta; and
2) Holds any business license required by the Augusta-Richmond County Code and
3) Employs at least one (1) full time employee, or two (2) part time employees whose primary
residence is in Augusta, or if the business has no employees, the business shall be at least fifty
percent (50%) owned by one or more persons whose primary residence is in Augusta.
e) The Purchasing Director shall develop a program to routinely search out local firms that offer products
or services which Augusta may purchase and encourage such firms to place themselves on the bidder's list.
(f) The Purchasing Director shall work closely with Augusta's Disadvantaged Businesses.
(g) Nothing in this section shall be interpreted to mean that the City Administrator may abrogate the
provisions of O.C.G.A. 36-10-1 through 36-10-5, Public Works Contracts. This provision of the State Code
requires that all County public works contracts of $20,000 or more as defined therein, be publicly advertised
before letting out the contract to the lowest bidder. Further, nothing in this section shall be interpreted to mean
the City Administrator may abrogate the provisions of the Augusta-Richmond County Code requiring public
advertising before letting certain contracts."
Section 2.
This Ordinance shall become effective upon adoption.
Section 3.
All Ordinances or parts of Ordinances in conflict with this Ordinance are hereby repealed.
Section 4. If any section, provision, or clause of any part of this Ordinance be declared invalid or
unconstitutional, or if the provisions of any part of this Ordinance as applied to any particular situation or set of
circumstances be declared invalid or unconstitutional, such invalidity shall not be construed to affect portions
of this Ordinance not so held to be invalid, or the application of this Ordinance to other circumstances not so
held to be invalid. It is hereby declared as the intent that this Ordinance would have been adopted had such
invalid portion not be included herein.
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BACKGROUND INFORMATION ON VENDORS.
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The Department Head and/or the Administrator is directed to provide the bid amount as submitted, information
concerning the vendor's previous performance, the service and quality of the products offered, the availability
of the goods and services when needed, adherence to delivery schedules, and other criteria pertinent to that
particular item, on vendors who have submitted bids, proposals, or contracts for the Commission's
consideration. The information is to be included in the backup documents for the Commission's consideration
in awarding the contract.
INSPECTION OF PURCHASES.
The Procurement agent in conjunction with the using agency or department head shall inspect, or supervise
the inspection of, all deliveries of materials, supplies or contractual services to determine their conformance
with the specifications set forth in the pertinent purchase order or contract. The Procurement agent may
require chemical and physical tests of samples submitted with bids and samples of deliveries, which
examinations are necessary to determine quality of the samples and conformance with specifications.
Letting the contract. The contract shall be awarded or let in accordance with procedures set forth herein.
Award shall occur with reasonable promptness by appropriate written notice to the lowest responsible and
responsive bidder whose bid meets the requirements and criteria set forth in the invitation for bids.
In addition to price and other material factors, the Procurement Director, in consultation with the using agency,
shall consider the following in the context of award recommendations:
(1) The ability, capacity, and skill of the bidder to perform, the contract or provide the services required,
(2) The capability of the bidder to perform the contract or provide the service promptly, or within the time
specified, without delay or interference,
(3) The character, integrity, reputation, judgment, experience, and efficiency of the bidder,
(4) The quality of performance on previous contracts,
(5) The previous and existing compliance by the bidder with laws and ordinances relating to the contract or
services,
(6) The sufficiency of the financial resources of the bidder relating to his ability to perform the contract,
(7) The quality, availability, and adaptability of the supplies or services to the particular use required,
(8) The number and scope of conditions attached to the bid by the bidder, and
(9) Service availability may be considered in determining the most responsible bid, and the bidders shall be
required to submit information concerning their ability to service and maintain the product of the equipment.
Award to other than low bidder. When the award is not given to the lowest bidder, a full and complete
statement of the reasons for placing the purchase order or other contract elsewhere shall be prepared and
signed by the Procurement Director and/or Administrator and made part of the record file for audit proposes.
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It is the wish of the Owner that minority businesses are given the opportunity to BID on the various parts of the
work. This desire on the part of the Owner is not intended to restrict or lim it com petitive bidding or to increase
the cost of the work. The Owner supports a healthy free market system that seeks to include responsible
businesses and provide ample opportunity for business growth and development.
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Required Bid Submission Forms
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All Bids must be submitted on the forms provided by the Owner. Bidders shall furnish all the
information required by the solicitation. Bids must be signed and the bidder's name typed or
printed on the bid sheet and each continuation sheet which requires the entry of information
by the bidder. The person signing the Bid must initial erasures or other changes. Bids
signed by an agent shall be accompanied by evidence of that agent's authority. (Bidders
should retain a copy of their Bid for their records.) To be responsive, the bidder must submit
the following documents with his/her Bid:
(1) Bid Form and any other forms deemed mandatory by the specifications
(2) Bid Bond and Certificates
(3) Bidder's Qualifications, including a Financial Statement
(4) Statement of Non-Discrimination
(5) Conflict of Interest
(6) Contractor's Affidavit and Agreement
(7) Sub-Contractor's Affidavit
(8) Non-Collusion Affidavit of Bidder/Offeror
(9) Non-Collusion Affidavit of Subcontractor
(10) Augusta-Richmond County Local Small Business Opportunity Program Forms,
Le., Good Faith Effort and LSB Subcontractor/Supplier Utilization Plan
The City shall reject any Bid as non-responsive that does not include each of
the above documents, fully completed and properly executed.
Item No.4 - Add the following directly after Item (10):
(11) All CBE Compliance and certification fonns Included in Section 01003 required of the
.Prime Contractor" that must be submitted to EPD prior to commencem~nt of the
contract. I.e. pages EPD-4 through 12, inclusive, ..Including Six Good Faith Efforts
documentation.
(12) All -Buy American" requirements and Bid CertifIcations included in SectIon 01004. i.e.
pages ARRA-5 and 6. If the bidder Intends to use products or materials not complying
with the l3uy American requirements, they shall complete the Waiver Request Application
and include it with their bid. i.e. page ARRA-8.
A'Pp .~I
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S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
SECTION 00100 - ADVERTISEMENT FOR BIDS
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Sealed bids for construction of wastewater system improvements at Augusta, Georgia,
hereinafter referred to by project name as:
Bid Item #
Main Interceptor Upgrade Replacement Phase II
Augusta, Georgia
will be received by the Augusta Commission, hereinafter referred to as the OWNER at the
office ofthe Director of Purchasing, Room 605'rvlunicipal Building until
(a:m.)(p;m:) on , 200_, at which time all bids will be publicly opened and
read in the presence of those interested.
The work to be done consists of the following generally described iterns:
Approximately 9,000 LF of 84-inch and 5,600 LF of 72:'irichgra"itysanitary from Oem
Bowles Road along Doug Barnard Parkway (Spur 56) to the Messerly Wastewater
Treatment Plant.
Plans and specifications are open for public inspection aftheALJgustaPurchasing Dept,
Room 605 Municipal Building, Augusta, Georgia; and at the following locations:
Digital Blueprint/Dodge Room
Augusta, Georgia
Augusta Builders Exchange
Augusta, Georgia
Copies of Contract Documents may be obtained at the Augusta Purchasing Department
upon a deposit of $100.00 for each set (non-refundable).
Bids shall be enclosed in a sealed envelope and addressed as follows:
AUGUSTA COMMISSION
c/o Director of Purchasing
530 Greene Street
Room 605 - Municipal Building
Augusta, Georgia 30911
Mark the outside of the envelope as follows:
Bid Item #
Main Interceptor
Upgrade Replacement Phase II
Bids must be accompanied by a Bid Bond secured by a surety company, certified check, or
cashier's check in an amount equal to at least 10% of the amount of the bid. A contract
performance and payment bond each in the amount of 100% of the contract amount will be
required of the successful bidder.
ADVERTISEMENT FOR BIDS
00100-1
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S&P Project No. G124-Q6-02
Main Interceptor Upgrade Replacement Phase"
Augusta Utilities Project No. 00007
SECTION 00110 - INSTRUCTION TO BIDDERS
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1.01 GENERAL:
All proposals must be presented in a sealed envelope, addressed to the
Owner. The proposal must be filed with the Owner on or before the time
stated in the invitation for bids. Mailed proposals will be treated in every
respect as though filed in person and will be subject to the same
requirements.
614€ I#vll9Utb d/lfJ TWeNTY
CI~O)
Proposals received subsequent to the time stated will be ret ned unopened. trP ~J
Prior to the time stated any proposal may be withdrawn at th discretion of the 1>
bidder, but no proposal may be withdrawn for a. period of . ) days after
bids have been opened, pending the execution of contract with the successful
bidder.
1.02 EXAMINATION OF WORK:
Each bidder shall, by careful examination, satisfy himself as to the nature and
location of the work, the conformationofthe ground, the character, quality and
quantity of the facilities needed preliminary band during the prosecution of
the work, the general and local conditions, and all other matters which can in
any way affect the work or the cost thereof under the contract. No oral
agreement or conversation with any officer, agent or employee of the Owner,
either before or after the execution of the contract, shall affect or modify any of
the terms or obligations therein.
1.03 ADDENDA AND INTERPRETATIONS:
No interpretation of the meaning of plans, specifications or other prebid
documents will be made to any bidder orally. .
Every request for such interpretation should be in writing addressed to the
Director of Utilities, and to be given consideration must be received at least
five days prior to the date fixed for the opening of bids. Any and all. such
interpretations and any supplemental instructions will be in the form of written
addenda to the specifications which, if iss.ued, .will be sent by certified mail
with return receipt requested to allprospecti"ebidders (at the respective
addresses furnished for such purposes), not later than three days prior to the
date fixed for the opening of bids. Failure of any bidder to receive any such
addendum or interpretation shall not relieve such bidder from any obligation
under his bid as submitted. All addenda so issued shall become part of the
Contract Documents.
INSTRUCTION TO BIDDERS
0011 0~1
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S&P Project No. G124-D6-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
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separate envelope, a FINANCIAL EXPERIENCE AND EQUIPMENT
STATEMENT, giving reliable .information a~ to working.capitalavailable, plant
equipment, and his experience and general qualifications. The OWner may
make such investigations as are deemed necessary to determine the ability of
the bidder to perform the work and the bidder shall furnish to him all such
additional information and data for this purpose as may be requested. .The
Owner reserves the right to reject any bid if the evidence submitted by the
bidder or investigation of him fails to satisfy the Owner that such bidder is
properly qualified to carry out the obligations of the contract and to complete
the work contemplated therein. Part of the evidence required above shall
consist of a list of the names and addresses of not less than five (5) firms or
corporations for which the bidder has done similar work.
1.07 PERFORMANCE BOND:
At the time of entering into the contract, the Contractor shall give bond to the
OWner for the use of the Owner and all persons doing work or furnishing skill,
tools, machinery or materials under or for the purpose of such contract,
conditional for the payment as they become due, of all just claims for such
work, tools, machinery, skill and terms, for saving the Owner harmless from all
cost and charges that may accrue on account of the doing of the work
specified, and for compliance with the laws pertaining thereto. Said bond shall
be for the amount of the contract satisfactory to the Owner and authorized by
law to do business in the State of Georgia.
Attorneys-in-fact who sign bonds must file with each copy thereof a certified
and effectively dated copy of the power of attorney.
1.08 REJECTION OF BIDS:
These proposals are asked for in good faith, and awards will be made as soon
as practicable, provided satisfactory bids are received. The right is reserved,
however, to waive any informalities in bidding, to reject any and all proposals,
or to accept a bid other than the lowest submitted if such action is deemed to
be in the best interest of the Owner.
1.09 SITE AND OTHER AREAS:
The Site is identified in the Bidding Documents. Easements for permanent
structures or permanent changes in existing facilities are to be obtained and
paid for by Owner unless otherwise provided in the Bidding Documents. All
additional lands and access thereto required for temporary construction
facilities, construction equipment, or storage of materials and equipment to be
incorporated in the Work is to be obtained and paid for by Contractor.
Some easements necessary to complete this Project may not have been
obtained by OWNER at Bid time and may not be available until an
INSTRUCTION TO BIDDERS
00110-3
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S&P Project No. G124-06-QZ
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
SECTION 00120 - BID PROPOSAL
AUGUSTA COMMISSION
MUNICIPAL BUILDING
AUGUSTA, GEORGIA 30911
PROJECT TITLE:
MAIN INTERCEPTOR
UPGRADE REPLACEMENT PHASE II
AUGUSTA, GEORGIA
BID ITEM NO.: 09-124
Gentlemen:
The undersigned Bidder, herein referred to as singular and masculine, declares the following:
1. The only parties interested in the proposal as principals are named herein;
2. He has carefully examined and fully understands the contract documents, including the
drawings and specifications;
3. He understands that information relative to existing structures and underground utilities as
furnished to him on the drawings, Contract Documents or by the Augusta Utilities
Engineer/Director, carries no guarantee expressed or implied as to its completeness or
accuracy and he has made due allowances therefore;
4. He has made a personal examination of the site of the proposed work and has satisfied
himself as to the actual conditions and requirements of the work;
5. He agrees to hold the Owner harmless for accidents or damages to property;
6. He will comply with all State and Federal regulations pertaining to but not limited to asbestos
containing material removal and disposal, regulations regarding disposal of all debris and
OSHA requirements;
7. He will complete the work in a timely manner. The required time of completion is indicated
in the Bid Proposal Form;
8. He will maintain the site as clean as possible by not allowing debris to accumulate before
making trips to his disposal site. Materials sold for salvage shall not be accumulated on the
project site;
9. He will not bum any materials on site without written approval from proper authorities;
10. He will comply with all provisions of the Georgia Environmental Protection Division (EPD)
required in order for project costs to be eligible for State Revolving Fund (SRF) funding.
Failure on the part of the apparent successful bidder to submit required information to the
Owner may be considered by the Owner in evaluating whether the bidder is responsive to
bid requirements.
and hereby proposes and agrees to furnish all materials, labor, skill, equipment, tools, and other
things of every kind and description specified, needed or used for the complete execution of all
BID PROPOSAL
00120-1
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S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusla UtirJlies Project No. 00007
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work covered by and in conformity with the Plans, specifications, and other Contract Documents
prepared by Stevenson & Palmer EnoineerinQ. Inc. and all Amendments and Addenda thereto, for
the sums hereinafter stated.
BASE BID SCHEDULE OF UNIT PRICES:
SANITARY SEWER
S-3J 72" Diameter fiberglass reinforced polymer mortar
pipe, Depth 8' to 10', including Type II (No. 57
stone) bedding material
S-3K 84" Diameter fiberglass reinforced polymer mortar
pipe, Depth 8' to 10', including Type II (No. 57
stone) bedding material
S-4J 72" Diameter fiberglass reinforced polymer mortar
pipe, Depth 10' to 12', inCluding Type II (No. 57
stone) bedding material
S-4K 84" Diameter fiberglass reinforced polymer mortar
pipe, Depth 10' to 12', including Type II (No. 57
stone) bedding material
S-5J 72" Diameter fiberglass reinforced polymer mortar
pipe, Depth 12' to 14', including Type II (No. fi7
stone) bedding material
S-5K 84" Diameter fiberglass reinforced polymer mortar
pipe, Depth 12' to 14', including Type II (No. 57
stone) bedding material
S-6J 72" Diameter fiberglass reinforced polymer mortar
pipe, Depth 14' to 16', including Type II (No. 57
stone) bedding material
S-6K 84" Diameter fiberglass reinforced polymer mortar
pipe, Depth 14' to 16', including Type II (No. 57
stone) bedding material
S-7 J 72" Diameter fiberglass reinforced polymer mortar
pipe, Depth 16' to 18', including Type II (No. 57
stone) bedding material
S-8J 72" Diameter fiberglass reinforced polymer mortar
pipe, Depth 18' to 20', including Type II (No. 57
stone) bedding material
.s-11A 8" diameter ductile iron sanitary sewer pipe Class
250, Depth 8' to 10'. including Type II (No. 67
stone) bedding material
S-121 42" diameter ductile iron sanitary sewer pipe Class
250, Depth 10' to 12', including Type II (No. 67
stone) bedding material
S-14C 12" diameter ductile iron sanitary sewer pipe Class
250, Depth 14' to 16', including Type II (No. 67
stone) bedding material
BID PROPOSAL
LF
558
LF
LF
250
LF . 5334
LF 1425
LF .1740
LF 1540
LF 380
LF 582
LF 30
LF 35
LF 30
LF 15
\?.t~)q.O()
~\llSO.0
<11~.Oo
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00120-2
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S&P Project No. G124-06-Q2
Main Interceptor Upgrade Replacement Phase I(
~ Augusta Utilities Project No. 00007
BASE BID SCHEDULE OF UNIT PRlCES:
I 72" Diameter fiberglass reinforced polymer mortar
pipe, Depth 20' to 22', including Type II (No. 57
I stone) bedding material
S-16K 72" Diameter fiberglass reinforced polymer mortar LF 180
pipe, Depth 22' to 24', including Type II (No. 57
I stone) bedding material
S-16L 72" Diameter fiberglass reinforced polymer mortar LF 310
pipe, Depth 24' to 26', including Type II (No. 57
I stone) bedding material
S-17A Direct Jack and Bore 72" diameter, HOBAS Jacking LF 211
Pi e
S-17B Direct Jack and Bore 84" diameter, HOBAS Jacking LF 335
I Pi e
S-18 Select backfill, GA DOT Type I, Class I & I( CY
(Sand/Clay) - Measured by in-place volume.
S-30 6" sanitary sewer service, complete EA 8
I S-31b Bulkhead existing sanitary sewer, over 30" EA 8
S-33 Tie new sanitary sewer to existing manholes, EA 6
---.." diameter varies
. S-37 Granular fill for FRPM pipe installation CY
S-58A 72" FRPM tee base (straight-thru) with 24" neck, EA
inclUding concrete encasement, fiberglass bench,
I and cast-in FWC coupling
S-58B 72" FRPM tee base (1-miter) with 24" neck, EA 3
including concrete encasement, fiberglass bench,
I and cast-in FWC coupling
S-58C 72" FRPM tee base (2-miter) with 24" neck, EA 2
including concrete encasement, fiberglass bench,
and cast-in FWC coupling
I S-58E 84" FRPM tee base (straight-thru) with 24" neck, EA 12
including concrete encasement, fiberglass bench,
and cast-in FWC coupling
I S-58F 84" FRPM tee base (1-miter) with 24" neck, EA 6
including concrete encasement, fiberglass bench,
and cast-in FWC coupling
I S-58G 84" FRPM tee base (2-miter) with 24" neck, EA 2
including concrete encasement, fiberglass bench,
and cast-in FWC coupling
S-58H 84" FRPM tee base (3-miter) with 24" neck, EA 2
I including concrete encasement, fiberglass bench,
and cast-in FWC coupling
S-59B 48" fiberglass MH risers VF 276
I S-608 Stubout on tee base (invert not at bottom) EA 5
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S-64 Special Coating for Existing Manholes VF 45
, S-65 Abandonment of eXistmg interceptor .. LS 1
BID PROPOSAL 00120-3
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S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase n
Augusta Utilities Project No. 00007
('""
BASE BID SCHEDULE OF UNIT PRICES:
No.4 surge stone for trench stabilization along New
Savannah Road, 1" thick
WATER MAIN
W-1A 2" diameter PVC water transmission main C 900, LF
Class 200
W-6 Miscellaneous pipe fittings and connections LBS 100
W-16 New short side water service, installed, including re- EA 4
connection, complete
W-21 Miscellaneous Class A Con~rete CY 300
W-22A Remove a" AC water line and 'replace wI B" DIP, LF 100
Class 350
W-22B Remove 12" AC water line and replace wI 12" DIP, LF 200
Class 350
W-23 Remove and Relocate offset Water main 12" DIP, EA 2
Class 350 standard Joint Special Connecting to AC
Water Line
PAVEMENT STRUCTURES
P-1 Asphalt overlay. type F. 1 W thick, minimum SY \2 ()oo.oo
P-2 Graded aggregate base, 10 % · thick, 15' wide and SY " \0, '6"00.00 {'"''''
asphalt patch 4" thick. including removal of 4" GAB l.
and placement of bituminous tack coat
P-7 4" asphalt pavement driveway replacement SY 520
MISCELLANEOUS
M-1 Flowable fill CY 500
M-2 Rock excavation CY 100
M-3 Foundation backfill, GA DOT Type II, for additional CY 2000
unclassified excavation
M-4 Clearing and Grubbing ACRE 5
M-7A Remove & replace 15" storm RCP LF 135
M-7B Remove & replace 30" storm RCP LF 90
M-8 Demolish and dispose of existing buildings LF 2
LUMP SUM
LS-1 Lump sum construction (includes but is not limited LS 1
to the listing continued below)
NOTE TO BIDDERS: FOR A COMPLETE DESCRIPTION OF BID ITEMS REFER TO
THE TECHNICAL SPECIFICATIONS.
(Lump Sum Construction Next Page)
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BID PROPOSAL
00120-4
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S&P Project No. G124-06-Q2
Main Interceptor Upgrade Replacement Phase II
Augusta UbTlties Project No. 00007
Lump Sum Construction
· Mobilization, Demobilization
· Bonds, Insurance
. · Remove and reset/replace in kind fences, All types
· Remove and reset/replace in kind gates, All types
· Remove and reset storm sewer, lengths & sizes vary
· Remove and reconnect water services, complete
· Reconnect sanitary sewer services
I> Remove and reset signs, Type varies
· Remove and reset water sprinkler systems, complete
· Remove and reset water valve and/or meters, size varies
· Remove and reset yard lamps, TyPe varies
· Remove and reset mailboxes, Type varies
· All Erosion and sediment control (BMP devices, grassing, construction exits, rip-rap. misc. erosion
control structures, silt fencing, and al/ other devices required for confonnance to SEe permits)
. . T rafflc control
· Miscellaneous grading
· Permanent grassing
· Raise manholes and valves boxes to grade
· Remove and reset utility pole anchors and guides and temporary support of utility poles
1. TOTAL BASE BID FOR ALL UNIT PRICES
8.b~"\ \M\u'lOU 0 >>J.fa t.ltl~ f>Q..l:.Q ~O\ln. l~~ 1--.'\t:;>
l~6 \-\u t.J i')~ 1't;.~ DoL.\.An.\. A.N<) 64./\6 D
(use words)
($ <6,l<J4- ;2..\O.:tCa
(figures)
2. Unit Prices have been computed in accordance with Paragraphs 11.9.1 through 11.9.3,
inclusive of the General Conditions.
3. Bidder acknowledges that estimated quantities are not guaranteed, and are solely for
the purpose of comparison of Bids, and final .payment for all Unit Price Bid items will be
BID PROPOSAL
00120-5
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S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase \I
Augusta Utilities Project No. 00007
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based on actual quantities provided, determined as provided in the Contract
Documents.
4. Bidder acknowledges that discrepancies between the multiplication of units of Work
and unit prices will be resolved in favor of the unit prices. Discrepancies between the
indicated sum of any column of figures and the correct sum thereof will be resolved in
favor of the correct sum. Discrepancies between words and figures will be resolved in
favor of the words.
ALTERNATE NO.1:
1. Alternate No. 1 generally consists of providing Profile Wall Polyethylene (PWPE) pipe in
lieu of Fiberglass Reinforced Polymer Mortar (FRPM). pipe based upon the quantities
provided in the following unit price table. Bidder shall delete the corresponding pay
items and replace them with the Alternate No. 1 unit price table. Items not changed
remain as stated in the Base Bid Unit Price Table. The price for each Alternate wHl be
the amount added to or deleted from the base Bid IT OWNER selects the Alternate.
ALTERNATE NO.1 SCHEDULE OF UNIT PRICES:
SANITARY SEWER
72" Diameter fiberglass reinforced polymer mortar
pipe, Depth 8' to 10', including Type II (No. 57 LF
S-3J stone beddin material
84" Diameter fiberglass reinforced polymer mortar
pipe, Depth 8' to 10', including Type II (No. 57 LF
S-3K stone beddin material
72" Diameter fiberglass reinforced polymer mortar
pipe, Depth 10' to 12', including Type II (No. 57 LF
. S-4J stone beddin material
84" Diameter fiberglass reinforced polymer mortar
pipe, Depth 10' to 12', including Type II (No. 57 LF
S-4K stone beddin material
72" Diameter fiberglass reinforced polymer mortar
pipe, Depth 12' to 14', including Type II (No. 57 LF
S-5J stone beddin material
84" Diameter fiberglass reinforced polymer mortar
pipe, Depth 12' to 14', including Type II (No. 57 LF
S-5K stone beddin material
72" Diameter fiberglass reinforced polymer mortar
pipe, Depth 14' to 16', including Type II (No.!:i7 LF
S-6J stone beddin material
84" Diameter fiberglass reinforced polymer mortar
pipe, Depth 14' to 16', including Type II (No. 57 LF
S-6K stone beddin material
72" Diameter fiberglass reinforced polymer mortar
pipe, Depth 16' to 18', including Type II (No. 57 LF
S-7J stone beddin material
72" Diameter fiberglass reinforced polymer mortar
pipe, Depth 18' to 20', including Type II (No. 57 LF
S-BJ stone beddin material
BID PROPOSAL
-556
_(0"
.Ob
-250
l~.~
0()
-380
-582
l.A."2.ISu ($".4.6
-30
. O~ ",
00120-6
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S&P Project No. G124-06.{}2
Main Interceptor Upgrade Replacement Phase II
Augusta Umilles Project No. 00007
ALTERNATE NO.1 SCHEDULE OF UNIT PRICES:
(~.
It.
I 72" Diameter profile wall polyethylene. pipe, Depth
14' to 16', including Type II (No. 57 stone) bedding IF
I 8-6J-1 material
84" Diameter profile wall polyethylene .pipe, Depth
14' to 16', including Type II (No. 57 stone) bedding LF 380
8-6K-1 material
I 72" Diameter profile wall polyethylene pipe, Depth
16' to 18', including Type \I (No. 57 stone) bedding LF 582
S-7J-1 material
I 72" Diameter profile wall polyethylene pipe, Depth
18' to 20', including Type 11 (No. 57 stone) bedding LF 30
S-8J-1 material
72" Diameter profile wall polyethylene pipe, Depth 00
20' to 22', including Type \I (No. 57 stone) bedding LF 120
I 8-16J-1 material
72" Diameter profile wall polyethylene pipe. Depth
22'lo 24', including Type II (No. 57 stone) bedding LF 180
I 8-16K-1 material
72" Diameter profile wall polyethylene pipe, Depth
24' to 26', including Type II (No. 57 stone) bedding LF 310
8-16L-1 material
. 72" PWPE tee base (straight-thru) with 24" neck, .,'''-;-
,
including concrete encasement, polyethylene EA 7 "
S-58A-1 bench, and caslin
72" PWPE tee base (1-miter) with 24" neck,
I including concrete encasement, polyethylene EA 3
8-588-1 bench, and caslin
72" PWPE tee base (2-miter) with 24" neck,
including concrete encasement, polyethylene EA 2
I S-58C-1 bench, and caslin
84" PWPEtee base (straight-thru) with 24" neck,
including concrete encasement, polyethylene EA 12
S-58E-1 bench and castin
I 84" PWPE lee base (1-miter) with 24" neck,
including concrete encasement, pOlyethylene EA 6
8-58F-1 bench and caslin
I 84" PWPE tee base (2-miter) with 24" neck,
including concrete encasement, polyethylene EA 2
S-58G-1 bench, and casUn
84" PWPE lee base (3-miler) wilh 24" neck,
I including concrete encasement, polyethylene EA 2
S-58H-1 bench, and caslin
48" PWPE MH risers
VF 276 00\
I S-59B-1
1. Alternate 1:
I ~ (deduct}6 ~~ Wu wt>lli:1:> Tv ~"'CC{... t'(lJe ($ ItS1 r~1.) t ~i
(circle one) words figures ",
, .. 1:-(0 () >Po ~b'J ~Mt: 1k~~~
BID PROPOSAL It-hft''rlt. N 1 Ne: A- NY) l.Q Il 0 0 00120-8
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S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Ulllities Project No. 00007
3. The Lump Sum Bid Price for this Contract will be: 'L e1-l"C'~ ~ UL ~E.
E:: l ~ ~" VV\ L w.. lOb.! -c ~ ~ \:1OQt;l1O ~ \oUt. 0 u \...l.A'JU
If only Altemate1 isselected:l.'\.i.oo~U.O. "t\-l..~ ~\.\O~ roa."'Ct-($ r:z.'2..,\~4'\ 6...?.
Words I i figures
b..~r;, c.."l.{ \00
The undersigned agrees that this Proposal may not be revoked or withdrawn after the time is set for
the opening of bids but shall remain open for acceptance for a period of s9ay (98f calendar days
following such time. \?-p J 'JO
In case the bidder is given in writing by mail, telegraph, or delivery the Notice of Acceptance of the
Bid Proposal within-s6Ely "days after the time for the opening of bids, the undersigned agrees to
execute within ten (10) calendar days a Contract (Fom1 of Agreement between Contractor and
Owner) for the work for the above-stated compensation and at the same time to furnish and deliver
to the Owner a Perfom1ance Bond, Payment Bond, Certificate of Insurance, and Contractor
Certification forms in accordance with the instruction bound in the Project Manual.
The undersigned agrees to commence actual physical work on the site with an adequate force and
equipment within ten (10) calendar days from the date to be specified in the Notice to Proceed from
the Owner and to complete fully all work within 365 calendar days. It is also agreed that 35 days
are included in the specified contract time for adverse weather days based on National.
Oceanographic and Atmospheric Administration (NOAA) historical data.
Enclosed herewith is a Bid Bond in the amount of 10% of Total Bid DOLLARS _($
) being not less than 10% of the Base Bid. The Bid Bond must be submitted
on the required foon provided with the Invitation to Bid.
If this Proposal is accepted within ~ days after the date set for the opening of bids and
the undersigned fails to execute the Contract within ten (10) calendar days after receipt from the
OWNER/Engineer, or if he fails to furnish both a Performance Bond and Payment Bond, the
obligation of the Bid Bond will remain in full force and effect and the money payable thereon
shall be paid into the funds of the Owner as liquidated damages for such failure; otherwise the
obligation of the Bid Bond will be null and void.
Receipt is acknowledged of the following addenda:
Addendum 1 (Date) 6/30/09
Addendum (Date)
Addendum (Date)
Addendum (Date)
Addendum (Date)
(See Next Page for Signatures)
BID PROPOSAL
.J.;
00120-9
I
S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Ublltles Project No. 00007
f~""'"
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This Bid Proposal is respectfully submitted by:
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John D. Stephens. Inc.
Bidder (Print Name)
272 Hurricane Shoals Road. N.E.
s(gnature wn r, Partner or.
Corp.O er)
Mitchell D. Stephens
President
Lawrenceville, GA 30046
Address
Tille
770-972-8000
Telephone Number
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770-979-3748
Fax Number
If Corporation, affix seal here
. (SEAL)
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BID PROPOSAL
00120-10
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S&P ProjllCl No. G1~4-<I6-02
Mal" Intercaptor Upgrade Replaeamlllll Phase II
"AugU$la Uiililiei. Project No. 0001;11
SECTION 00125 - FORM OF BID BOND
KNOW ALL. ~EN Bk~~~ S~ we, the undersigned,
*SEE ijELOW , as Pnnclpal. and rJlMPANY OF AMF.RTCA ,'as Surety, are held firmly
bound unto, Augusta Commission, as Owner, in the penal sum of:
**SEE BELOW DOLLARS ($ ), for the payment of which.. well and truly to be
made, we hereby jointly and severally bind ourselves, our heirs, executors, administratorsj
successors and assigns.
Signed, this 14m day of JULY
,2009 .
The condition of this Qbligation is such that whereas the Principal has submitted to Augusta
Commission, a certain Bid, attached hereto and hereby made a part hereof to enter Into a
contract in writing for the construction of Main Interceptor Uograde Reolacement Phase II.
NOW, THEREFOR,
(a) [f said Bid shall be rejected, or in the altemate,
(b) [f said Bid shalf be aocepted and the Principal shall execute and deliver a contract in the
Fonn of Contract attached hereto (properly completed in accordance with" said Bid) and
shall furnish a bond for his faithful perlbrmanc:e of said contract, and for the payment of all
persons perfonning labor or furnishing materials in connection therewith, and shall in all
other respects perfonn the agreement created by the acceptance of said Bid, then this
Obligation shall be void, othelWise the same shall remain in force and effect; it being
expressly understood and agreed that the Iiabifdy of the Surety for any and all claims
hereunder shall, in no event" exceed the penal amount of this obligation herein stated.
The Surety, for value received, hereby stipulates and agrees that the obligations of said surety
and its Sond shall be in no way impaired or affected by any extension of time within which the
Owner may accept such Bid; and said Surely does hereby waive notice of any such extension.
IN WITNESS WHEREOF, the Principal and the Surety have hereunto set these hands and
seals, and such of them as are corporations have caused their corporate seals to be hereto
affi?,ed and these presents to be signed by their proper officers, the day and year first set forth
abOVE:. JOHN.~ S~HENS mc.
BY: ,~~ L.S.
ncipal) Mitchell D. Stephens
President
SEAL
*JOHN D. STEPHENS. mc.
**TEN" PER<;:ENT" (10%) OF AMOUNT BID
FORM OF BID BOND
00125-1
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WARNING; THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER
.....
TRAVELERSJ
POWER OF ATTORNEY
Fannington Casualty Company
Fidelity and Guaranty Insurance Company
Fidelity and Guaranty Insurance Underwriters, Inc.
Seaboard Surety Company
St. Paul Fire and Marine Insurance Company
S1. Paul Guardian Insurance Company
St. Paul Mercury Insurance Company
Travelers Casualty and Surety Company
Travelers Casualty and Surety Company of America
United States Fidelity and Guaranty Company
Attorney-In Fact No.
Certificate No. 002391699
218488
KNOW ALL MEN BY THESE PRESENTS; That Seaboard Surety Company is a c?rporation duly organized under the laws of the State of New York, that St. Paul
Fire and Marine Insurance Company, st. Paul Guardian Insurance Company and St. Paul Mercury Insurance Company are corporations duly mganized under the laws
of the State of Minnesota, that Farmington Casualty Company, Travelers Casualty and Surety Company, and Travelers Casualty and Surety Company of America are
cOrporations duly organized under the laws ~f the State of Connecticut, that United States Fidelity and Guaranty Company is a corporation duly organized under the
laws of th'e State of Maryland,. that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and
Guaranty Insurance Underwriters, Inc. is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies"), and that
the Companies do hereby make, constitute and appoint
Douglas R. Johnson, John P. Langsfeld, Richard A. Gazaway, Sharon G. Dixon, and Lawrence B. Peppers
of the City of Atlllnl11 , State of (ji-f'lrgill , their true and lawful Attorney(s)-in-Fact,
each in their separate capacity if more than one is named above, to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and
other writings obligatory in the nature thereof on behalf of the Companies in theuJ?usinesso!,guaranteeing the fidelity of persons, guaranteeing the performance of
contracts and executing or guaranteeing bonds and undertakings required or pe,.' . ",anr~(\~ons eedings allowed by law.
-<'L "J .~
.~~~ < ~- ~~
~' r--<;~
2nd
IN WITNESS WHEREOF, the Companies have caused this ins
day of April 2007
..i""'{_.
Farmington Casualty Cql!iPap'
Fidelity and Guaranty~\r~pC(:'
Fidelity and Guaranty Insuft\~~e'
Seaboard Surety Company
St. Paul Fire and Marine Insurance Company
S1. Paul Guardian Insurance Company
S1. Paul Mercury Insurance Company
Travelers Casualty and Surety Company
Travelers Casualty and Surety Company of America
United States Fidelity and Guaranty Company
State of Connecticut
City of Hartford ss,
By:
On this the 2nd day of April 2007, before me personally appeared George W. Thompson, who ackn?wledged himself
to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc.,
Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers
Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, and that he, as such, being
authorized so to do, ellecuted the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer.
In Witness Whereof, I hereunto set my hand and official seal.
My Commission expires the 30th day of June, 201 I.
'f(\~ C. j~
'- Marie C. Tetreault, Notary Public
58440-5-07 Printed in U.S.A.
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STATEMENT OF NON-DISCRIMINATION
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The undersigned understands that it is the policy of Augusta-Richmond County to promote full and
equal business opportunity for all persons doing business with Augusta-Richmond County. The undersigned
covenants that we have not discriminated, on the basis of race, religion, gender, national origin or ethnicity,
with regard to prime contracting, subcontracting or partnering opportunities.
The undersigned covenants and agrees to make good faith efforts to ensure maximum practicable
participation of local small businesses on the bid or contract awarded by Augusta-Richmond County. The
undersigned further covenants that we have completed truthfully and fully the required forms regarding good
faith efforts and local small business subcontractor/supplier utilization.
The undersigned further covenants and agrees not to engage in discriminatory conduct of any type
against local small businesses, in conformity with Augusta-Richmond County's Local Small Business
Opportunity Program. Set forth below is the signature of an officer of the bidding/contracting entity with the
authority to bind the entity.
The undersigned acknowledge and warrant that this Company has been made aware of understands
and agrees to take affirmative action to provide such companies with the maximum practicable opportunities
to do business with this Company;
That this promise of non-discrimination as made and set forth herein shall be continuing in nature and
shall remain in full force and effect without interruption;
That the promises of non-discrimination as made and set forth herein shall be and are hereby deemed
to be made as part of and incorporated by reference into any contract or portion thereof which this Company
may hereafter obtain and;
That the failure of this Com pany to satisfactorily discharge any of the promises of nondiscrimination as
made and set forth herein shall constitute a material breach of contract entitling the City of Augusta to declare
the contract in default and to exercise any and all applicable rights remedies including but not limited to
cancellation of the contract, termination of the contract, suspension and debarment from future contracting
opportunities, and withholding and or forfeiture of compensation due and owing on a contract.
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~aJhd ~(1rd!':&.eV'Q
Not;~' Slg;;:cJture ~
Subscribed and sworn to before me
this 14th dayof July ,2009.
Notary Public
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"\'~l 1. CA~Urirmlssion expires: 2/21/2011
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This form MUST be submitted W.it,g-C[;id 'F!sle. ~:jx6;ePtiOn(S) will be granted
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CONFLICT OF INTEREST:
It shall be unethical for any City of Augusta business or participant directly or indirectly in a procurement contract
when the employee or official knows that:
(a) the employee or official or any member of the employee's or official's immediate family has a
substantial interest or financial interest pertaining to the procurement contract, except that the
purchase of goods and services from businesses which a member of the Commission or other City of
Augusta employee has a' financial interest is authorized as per O. C.G .A. 36-1-14, or the procurement
contract is awarded pursuanUo O.C.GA 45-10-22 and 45-10-24, or the transaction is excepted from
said restrictions by O.C.G.A. 45-10-25;
(b) Any other person, business, or organization with whom the employee or official of any member of an
employee's or Official's immediate family is negotiating or has an arrangement concerning prospective
employment is involved in the procurement contract.
Any employee or official or any member of an employee's or official immediate family who holds a
substantial interest or financial interest in a disclosed blind trust shall not be deemed to have a conflict
of interest with regard to matters pertaining to that substantial interest or financial interest.
I, (vendor) John D. Stephens, Inc.
contained in the bid specifications.
have read and understand the information
Vendor Name:
John D. Stephens, Inc.
Address:
272 Hurricane Shoals Road, N.E.
City & State:
Lawrenceville, GA 30046
Fax#(77q 979-3748
Signature:
Date: 7-14-09
ephens, Presi ent
09-124 Main Interceptor Upgrade Replacement Phase II
This form MUST be submitted with bid package. NO Exception(s) will be granted
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Bid/RFP/RFQ# 09-124
CONTRACTOR AFFIDAVIT AND AGREEMENT
By executing this affidavit, the undersigned contractor verifies its compliance with O.C.G.A. 13-10-91,
stating affirmatively that the individual, firm, or corporation which is 'contracting with Augusta Richmond
County Board of Commissioners has registered with and is participating in a federal work authorization
program. [any of the electronic verification of work authorization programs operated by the United States
Department of Homeland Security or any equivalent federal work authorization program operated by the
United States Department of Homeland Security to verify information of newly hired employees, pursuant
to the Immigration Reform and Control Act of 1986 (I RCA), P.L. 99-603], in accordance with the
applicability provisions and deadlines established in O.C.G.A 13-10-91.
The undersigned further agrees that, should it employ or contract with any subcontractor( s) in connection
with the physical performance of services pursuant to this contract with Augusta Richmond County Board
of Commissioners, contractor will secure from such subcontractor( s) similar verification of compliance with
O. C. G.A 13-10-91 on the Subcontractor Affidavit provided in Rule 300-10-01-.08 or a substantially similar
form. Contractor further agrees to maintain records of such compliance and proyide a copy of each such
verification to the Augusta Richmond County Board of Commissioners at the time the subcontractor( s) is
retained to perform such service.
DLAU4960
E-Verify * User Identification Number
John D. Stephens, Inc.
Company Name
Please Check One
500 or More 100 or more _ 100 or less X
Number of Employees
Date:
7-14-09
President
Title of Authorized Officer or Agent of Contractor
v'
Vendor with 100 employees or more - must
have an E-Verify * User Identification Number
Vendor with less than 100 employees - check
100 or less box, fill out the form and return with
your submittal. (Georgia Law requires you to
have an E-Verify*User Identification Number on or
after July 1, 2009.)
Mitchell D. Stephens
Printed Name of Authorized Officer or Agent
v'
SUBSCRIBED AND SWORN
BEFORE ME ON THIS THE
14th DAY OF July .2009
~JJ 0 ~lvQQ-
Notary Publi 1 ';'1"11
My Co~lll~~M/iIs'l
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SEAL
MUST BE RETURNED WITH YOUR SUBMITTAL
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In accordance with the Laws of Georgia, the folloW\ng affidavit is required by all vendors
NON-COLLUSION AFFIDAVIT OF BI,DDERlOFFEROR
I, Mitchell D. Stephens certify that this bid or proposal is made without prior understanding,
agreement or connection with any corporation, firm or person submitting a bid for the same work, labor or service to
be done or the supplies, materials or equipment to be furnished and is in all respects fair and without collusion or
fraud. I understand collusive bidding is a violation of state and federal law and can result in fines, prison sentences
and civil damages awards. I agree to abide by all conditions of this bid or proposal and certify that I am authorized to
sign this bid or proposal for the bidder.
Affiant further states that pursuant to O.C.GA Section 36-91-21 (d) and (e),
John D. S'fephens. Inc. has not, by itself or with others, directly or indirectly,
prevented or attempted to prevent competition in such bidding or proposals byanymeans whatsoever. Affiantfurther
states that (s )he has not prevented or endeavored to prevent anyone from making a bid or offer on the project by any
means whatever, nor has Affiant caused or indw;:eq another to withdraw a bid or offer for the work.
Affiantfurther states that the said offer of John D. Stephens. Inc. is bona fide, and that no one has gone
to any supplier and attempted to get such person or company to furnish the materials to the bidder only, or if
furnished to any other bidder, that the material shall be at a higher price.
Pre" ident
Title of Attestfng Party
Sworn to and subscribed before me this 14thdayof
~11<~J, (l,(Mry)~
N tary Si~ureo
July
9
,200_.
(Affix corporate seal here, if a corporation)
Notary Public: Kathy T. Campbell
County: Gwinne t t
Commission Expires.:
2/21/2011
SEAL
Failure to properly execute the abo~~~'MfMlMl~;,onsidered grounds for rejecting vendor submittal
Failure to properly affix a Corporate seal.if"Yo,{~~~~ ~~?~&~~ be considered grounds for rejecting vendor submittal
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In accordance with the Laws of Georgia. t!'e following affidavlt Is required t)yall vendors
NON-COLLUSION AFFIDAVIT OF SUBCONTRACTOR
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1. ]3r-c....1- Ao We.n S certify that this bid or proposal is made without prior understanding,
agreement or connection with any corporalion,;f1rm or person submitting a bid for the same work, labor or service to
be done or the supplies. materials or equipment to be furnished and is In all respects fair and without colluslQn or
fraud. I understand collusive bidding is a violation of state and federal law and can result in fines, prison sentences
and civil damages awards, I agree to abide by all conditions of this bid or proposal and certify that I am authorized to
sign this bid or proposal, for the bidder.
Affia~tfurther states that pursuant to O.C.GA. Section 36-91...21 (d) and (e), . :
'Bonr;8 ~T\..lI'\V'lcl\Ylfa a~~ Ek~c..A... has not, by itself or with others, directly orindlrecUy,
preventeCl or attempted t prevent co petition In such bidding or proposals by any means whatsoever. Affiantfurther
states that (s)he has not prevented or endeavored to prevent anyone from making a bid or offer on the project by any
means whatever, nor has Affiant caused or induced another to withdraw a bid or offer for the wor~.
Affiantfurther states that the said offer of ~ :3 ~ )115. QQ. is bona fide, and thai no one has gone
to any supplier and attempted to get such person or company to fulnlsh the materials to the ~Idder only, or if
furnish n ther bidder, that the materla~ shall be at a higher price.
Swom to and subscribed before me this /.1.IN day of
r-2~ Y: >2?~
Notary ~t;;re
..;J;, y
. 2002-.
(AffIx corporate seal here, if a corporati~)
Notary Public: S;13fa ",: k(7(frS
County: ~I'.f
,- ,
JOE L GIBBS
NOT.ABY.PUBUC
STA~TEXAS
Wi{ COMM.EXP. 07-31
Commission Expires:
'7-$/<609
..
Failure to properly execute the above affidavIt must be considered grounds for rejecting vendor submittals
If there are no subcontracting opportunltle.s, please fill out the fonn (write N/~ sign. date and notarize).
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Bid/RFP1RFQ #: 00007
SUBCONTRACTOR AFFIDAVIT
By executing this affidavit, the undersigned subcontractor verifies its compliance with a.c.G.A. 13-10-91,
stating affiimatively that the individual, firm, or corporation which is engaged In the physical performance of
services under a contract with on behalf of Augusta Richmond County
Board of Commissioners has registered with and is participating in a federal work authorization program*
[any of the electronic verification of work authorization programs operated by the' United States
Department of Homeland $ecurityor any equivalent federal work authorization program operated by. the
United States Department of Homeland Security to verify information of newly hired employees. pursuant
to the Immigration Reform and Control Act of 1986 ({ReA}, P.L. 99-603], In accor4ance with the
applicability provisions and deadlines established In O. C. G. A 13-10-91. .
Sp8Jq(~Cj
E-Verify ... User Identification Number
\3ori~ \l-rwm~~~ rR-f".,..v;u..
Com pan
Please Check One'
500 or More 100 or more . 100 or less X
NUmber of Employees -
7-( ? -~
Date: ;} 6-1
BY: A
{.. tractor Signature}
Vlci-Pr~cluk C~HJ2 t~~
Title of Authorized Officer/or Agent of Contractor
_"&v-~ ezowt:-nS
Printed Name of Authorized Officer or Agent
SUBSCRIBED AND SWORN
BEFORE ME ON THIS THEr.-
t3S;dDAYOF ~~
~ ..... ~ .
Notary ublic
My Commission Expires:
7-3/... oj
./ Vendorwlth 100 employees or mote - must
have an E-Verify'" User Identification .Number
-( Vendorwith le56 than 100 employees -check
100 or less box, fill out the form and return with
your submittal. (Georgia Law requIres you to ;
have an E-Verify"User Identification Number on
or after July 1, 2009.) .
.200iL
JOE L GIBBS
NOTARY PUBUC
MUST BE RETURNED WITH YOUR SUBMITIAL
If there are no subcontracting opportunities, please fill out the fonn (write N1A; sign, date: !!lnd notarize).
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Contractor Ackoowledf!cment ofBuv American Requirements
The Contractor aclmowledges to and for the benefit of the Owner, the Stale of Georgia, and the United States Environmental
Protection Agency that it understands that the goods and services Wlder this AgreemeJat are being funded with monies made
available by the federal American RecoveI)' and Reinvestment Act of2009 (ARRA) or me being made available for a project
being funded with monies made availabJe by the federal ARRA and that such law contains provisions commonly known as ''Buy
American;" that requires all of the iron, steel. and manufactured goods used in the project be produced in the United States ("Buy
American Requirements'') including iron, steel, and manufactured goods provided by the Contractor pursuant to the
construction contract. The Contractor hereby represents and warrants to and for the benefit of the Owner, the State, and the
United States that:
(a) the Contractor has reviewed and understands the Buy American Requirements;
(b) all of the iron, steel, and manufactured goods used in the project will be and/or have been produced in the United States in
a manner that complies with the Buy American Requirements, unless a waiver of the requirements is approved; and
(0) the Contractor will provide any further verified information. certification or assurance of compliance with this
paragraph, or information necessaxy to support a waiver of the Buy American Requirements, as may be requested by the
Owner, the Stale, or the United States Environmental Protection Agency.
Nonvilhstanding any other provision of this Agreement, any failure La comply \vith this paragraph by the Contractor shall pennit
the Owner or the State to recover as damages against the Contractor any loss, expense or cost (including without limitation
attorney's fees) incurred by the Owner or the State resulting from any such failure (incJuding without limitation any impairment
or loss of funding, whether in whole or in part, from the State or any damages owed to the State by the Owner). While the
Contractor has no cl..in:ct contractual privity with the State, as a lender to the Owner for the funding of its project, the Owner and
the Contractor agree that the State is a third-party beneficiaJy and neither this paragraph (nor any other provision of the
construction contract necessary to give this paragraph force or effect) shall be amended or waived without the prior written
consent of the State.
rgy-G}- t-towevtS I VLu...freh~ ~-eJ C-~
PRINTED NAME & TITLE OF AUTBORIZEDREPRESENTAtNE OF CONTRACTOR ORSUBCONTRACfOR
'7 - I S ---oC;
DATE
o . AUTHORIZED REPRESENTATIVE
ARRA Special Conditions and Information
5
US100U909SB.l
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Bid Certification
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I. Identification of American-made Iron, Steel, and Manufoctured Goods: Consistent with the terms of the Owner's
bid solicitation and the provisions of ARRA Section 1605, the Bidder certifies that this bid reflects the Bidder's
best, good faith effort to identify domestic sources of iron, steel, and manufactured goods for every component
contained in the bid solicitation where such American-made components are available on the scbedule and
consistent with the deadlines prescribed in or required by the bid solicitation.
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2. Veri.fication of U.S. Production: The Bidder certifies that all components contained in the bid solicitation that are
American-made have been so identified, and if this bid is accepted, the Bidder agrees that it will provide
reasonable, sufficient, and timely verification to the Owner of the U.S. production of each component so
identified.
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3. Documentation Regarding Non- American-made Iron, Steel, or Manufactured Goods: The Bidder certifies that
for any component or components that are not American-made and are so identified in this bid, the Bidder has
included in or attached to this bid one or both of the following, as applicable:
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a Identification of and citation to a categorical waiver published by the U.S. Environmental Protection
Agencyin the Federal Register that is applicable to such component or components, and an analysis that
supports its applicability to the component or components;
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b. Verifiable documentation sufficient to the Owner, as required in the bid solicitation or otherwise, that the
B idder ha~ sought to secure American-IIUlde components but has determined that such components are
not available on the schedule and consistent with the deadlines prescribed in the bid solicitation, \vith
assurance adequate for the Bidder under the applicable conditions stated in the bid solicitation or
otherwise.
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4. Information and Detailed Justification Regarding Non- American-made Iron, Stee~ or Manufactured Goods: The
Bidder certifies that for any such component or components that are not so available, the Bidder has also provided.
in or attached to this bid information. including but not limited to the verifiable documentation and a full
description of the bidder's efforts to secure any such American.made component or components, that the Bidder
believes are sufficient to provide and as far as possible constitute the detailed justification required for a waiver
under section 1605 with respect to such component or components. The Bidder further agrees that, if this bid is
accepted, it will assist the Owner in amending, supplementing, orfurther supporting such information as required
by the Owner to request and, as applicable, implement the terms of a waiver with respect to any such component
or components.
.
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v-e+ (2,OW-eV\5
PlUNTED NAME & TITL
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---~~ . _.~---------
C:-t // (",^
('! \.
SIGN~ 'u;RE F-A.IITHORIz;ED REPRESENTATIVE
{c
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DATE
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ARRA Special Conditions nnd Information
6
USlDoa 690958.1
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S&P Project No. <3124-00-02
MaIn Inlerreplor Upgrade Replacement Phase II
Augusta Ublilies project No. 00007
SECTION 00450 - FORM OF QUALIFICATION OF BIDDER
Gentlemen:
The signer of this affidavit guarantees the truth and accuracy of all statements and infonnation
. submitted herein in support of its bid proposal to furnish all materials, equipment, and labor. and
to perform all work in accordance with the Contract Documents for.
PROJECT
The undersigned hereby authorizes and requests any public official, engineer, architect, surety
company, bank depository, material or equipment manufacturer or distributor, or any person, non
. or corporation to furnish any pertinent information requested by Owner's Engineer, Steyenson &
Palmer Engineering, Inc., deemed necessary to verify the'statements made, infoonation
submitted. or regarding the st~nding and general reputation of the applicant.
The undersigned has not been disqualified by any public agency in the State of Georgia except
. . as is explained as follows: . .
The undersigned further affinns that, if false information is furnished in support of its bid
proposal, It can and will be prosecuted to the fullest extent of the. law for pe~ury.
Dated ar(-{l>Ua ~/ C?~fuis 13"- day # 20~.
Sworn to and subscribed .
b~ fuIS.~day Jjam.~ Organization e"'''''''''
o 201li. (~ ___~_. ! 1/r:..7
BY: ..{.... -~ l/
lit1~ f Person Signing
(it.eOrporation, Affix Seal)
~)
00450-1
FORM OF QUALIFICATION OF BIDDER
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S&P Project No. G124-06-02
Main Interceptor Upgl;lde Replacement Phase II
Augusta UUrdles Project No. 00007
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PART I-STATEMENTOF EXPERIENCE:
1".
\.. .
1)
l&if~~:;;~~L
Check one: Corporation ~ Partnership_: Individual
2)
3) If a Corporation, state: 1 n. /Lf ~
Date of Incorporation ~, 'I 4'
State in which Incorporated: -rP,WS
~me an. d Titl..e of Principal Officers
. ~ ~~;:~'-fcW
t:L )
Date of Assuming
O..Position
'2C() .
'2 JC:J.C> I
4)
If an Out-of-State Corporation, currently autho~ to do busjn~ss in Georgia, give date of
such puthorization: :P\'e.VlmU au..1Y1 c\"1 ~ h.tu ey..ft ~d J I1.D\.t-I6-v~r u.p6Y1
\1(O\1CQ... of- a..~l ) w\ L I :pt.t.~e-. 0. ve..n L..te..- Q+ r-e.-c.u.,.d"hDYl ~~n...
If Partnership: t--:>! fk .
Date of Organization: 10 \k
o
Nature of Partnership (General, Limited, or Association):
\\lIlY
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Names and Addresses of Partners
Age of Partner
~)k
5)
If an Individual, state -- Name & Address of Owner: W I A-
bL)-A-
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'-...-'"
FORM OF QUALIFICATION OF BIDDER
00450-2
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S&P Project No. G124-0fH12
Mailllnlerccplar Upgrade Replacement Phase II
Augusta UliIiUes PraJect No. 00D07
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6)
Enumerate State, County, or other Public Agencies in which your organization is qualified
to perform 'work by some means of prequalificatlon:
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Agency
~t:oT
Trade in Which
Qualified
Expiration Date
Approved Amount
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7)
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8)
Give names & data about l;iny construction projects you have jailed to complete:
ND! AP'Pwc>A1?LE
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(Use extension sheet if necessary)
9)
Has any officer or partner of your organization ever been an officer or partner of some
other organization that fEliled to complete a construction contract? ill. If within the last
five (5) years, state name of individual, ather organization, and reason therefore: .
t0IA
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10)
Has any officer or partner of your organization ever failed to complete a construction
contract handled in his own name? 100 If within the last five (5) years, state name of
individual, name of owner, and reason therefore:
l~ )A-
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FORMOF QUALIFICATION OF BIDDER
00450-3
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S&P Project No. G124-05-DZ
:Main lnlerceplorUpgrade Replacement Phase II
Augusta Uli1itles Project No. 00007
(;.
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11)
. Has your organization, or any officer or partner thereof, ever been party to any criminal
litigation as a result of construction methods, costs, etc.? ~.
If yes, state case number, case name, and provide pertinent details, including judgment:
q>J 1 /.\
(A~ach extension sheet if !lecessary)
12) Has your organization, or any officer or partner thereof, ever been party to any.civil
litigation as result of construction methods, costs, ete? NO .
If yes, state case number, cas~ name, and provide pertinent details, including judgment
.N/A--
o
(Attach extension sheet if necessary)
13) Name aJI persons with whom you have been associated in the construction business,
either as partners or as general business associates in a construction firm, for each of the
last fIVe (5) years:
20_
~~ ~6
20_
14) Indicate type of contracting undertaken by your organization and number of years
experience: .
As Prime Contractor: Type:
Type:
As Subcontractor: Type:
Type:
No. of Years
No. of Years leD
No. of Years
No. of Years
loO
( \
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FORM OF QUALIFICATION OF BIDDER
00450-4
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S&P Project No. G12~2
MaIn InterceplorUpgrade Replacement Phase II
'7 Augusta Utilities Project No. 00007
15) Give any special qualifications of firm members (Registered Engineer, SUlVeyor, etc.)
/
)()
00v
~
16) List Major Equipment to be Used on this Project and Equipment Condition:
,At, f\GU~~ 4~tY1&0 --tv CAf'N. p~ FV.
1-7)
Percentage of Work to be Performed with Own Forces:
ktl IODGJQ
.
:)
18) Name of Preposed Subcontractors with Whom You Intend to Affiliate. (What phase and
percentage of work will each subcontractor perform?)
NDNC
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FORM OF QUALIFICATION OF BIDDER
00450-5
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9&P Project No. G124-0EHl2
Main Interceptor Upgrade Replacement Phase II
. Augusta Utnities Project No. 00007
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22) What is the largest contract (dollar costs) ever performed by your organization?
Name of Work: ~l V~ (IUfM.{.,( I ~~es)
Total Contract Amount 6") I C} is) F) 0C1
Amount of Your Contract: :=5 I )C1,J I 50<1
,
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23) How much time was lost during the last two (2). years from strikes?
Total Man DaysJV I fr Total Calendar Days: -tl\ Pr-
Explain Cause: iN ON G
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FORM OF QUALiFICATION OF BIDDER 00450-8
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In accordance with Iha laws of GeO/yIB, Iho following affidavit Is required by all vendors
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NONhCOLLU5.0N AFFIDAVIT OF SUBCONTRACTOR
I
I, LOR..R'::J_ La.ue:\?, .... cerUfyJhE\IUlls bid or proposal is made wlllloulprior unclerSl~nOlng,
agreement orcoOr'lecllonwlllfany cOlporl:jl1c:in,firmorpl3fSOn 5Vbm1Uinga bid forlhe same work,lebor orserylce 10
be dona or thesupplle~, ma\erlalsorequlpmenlto be furnl$hed ana Is In al/ raspects fair and wUholJlcolluslon or
fraud. I under!'ill;)nd (;olluslve bidding Is av!olatJonof slale anC/Jederal law and can resultlnnl16S,prisDhsentences
and clvlldarnages awards. I agree 10 abide byall condiiionsoflhls bid or proposal and cerUfylhatlam aUll1orlzedlo
sign this bid or proposaHor the bidder.
Affi~!!! further state.!! that pursuanlto O.C;GASecUon 36-91-21 (d) and (e),
~ .~ S.. . -\;.- ('>,("' '. ... . . .. has 001, by itself or wilh olhers, directly or IndlrecUy,
preVBnledor ;lllemplecl' 10 prevenloo01peUIl()n insuchblcfdingor proposals by any meanswhalsoever. AffianlJUrlher
slales thai (s )hehas not preven\edoreD.deay~red 10 Prevent anyone from rnal<;ng a bId or l)ffer onlhe pro)eclby any
means whatever, nor has Arfianlcaused or Induced ancJlher 16 withdraw a bloor ofFerforl.he\vorl<.
Afflantfut1he,rstales thallhe said oHerof~ 'F.r. S.-L~cc' .. Is bona fide, andlhat no one has gone
10 any supplier and attempted logel suc.h parson or cohlpany to. furnish Ihe materl€ilsto the bidder only, or If
furnished to anolher bidder, ihallhe male(lal shaIi beata higher prfce.
,--t:_~~
Signa um_oF-Allam! 9 P-artY-
/.... \ f', t'
~._.")(l \ es \"\ \O~f'.OI.( '"' e \;;Z.
TlUeof AltesUhg Party
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\ ~:: .."...--,.,,;~_. \ ,r--'"
Sworn to and sugscribe.dd ,gefore me Ihl.S ~. .A. day of n\~L_A \ U --' 200'1,
//) /? f',.<~ -) ~ ->-
_//0J?~ /-~1ad/:/ . '
N~ SlgnaluteV __,/ --
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N~lary Public: (~~D\Z\rc\ L. ~\~\
.
rY--,\~ V ' \
County: ~-:\"'O \D
Commission Expires:. \\. . ~,,;, \ ~8 ('C~)r-....,P
---- -- c,~.;.-:....t-
)
(Afilx corporate seal here, If a corporatJon)
I
SEAL
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Failure to properly exocuta the above affidavit must be Gonsldemo groundg for rejecting vendor suumlllals
If them are 110 subcontracting opportui1iUGs, plaaseflll out the form (wrile N/A, sign, date and notarize).
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BidIRFPmr-Q #____--.
SUBCONTRACTOR AFI~IDA VIT
By executing this affldavlI, lhe undersigned subcontraclor verifies lis compliance with a.C.GA 13"10-91,
slallng afflrmatlvely that the Indlvldllal, finTI, or-corporation which Is engaged In the physical petfonnanc8pf
s81vlces under a oontract with ... ... . . . , .. on behalf of Augusta Richmond COlJnly
Board ofCommlsslonershE!sreglster~p with arid isparUclpallng In a federal work authorization pr()gr!'HT1"
[any of the electronlo verl~pElt!QlJof worlt aulhorizatlon programs operated by the United sta~es
Department of Home.landSt:icurily or any equivalent federal work 8uUlorization program operated by the
UnitedShatj3s D~parlJrlenlqfHor:tJt;!land Security lovariTy information ofnawly hired emplClYBsS, pursuant
to the lmmlgrallon Reformalld Control Aot of'19116{[RCA), P.L 99-603), In accordance wlfh the
applloablllty provisions and deadlines established In O. C. G. A 13.10-91.
,-~ r''\Q ... \ .\
0~d\ ,~"'(). . ."
E-Verlfy* lJs~r IdentifreaUon;Ntimber
S.\-.S.
Company aoi
PleasB Check One \ ,.
600 or More _ 100 or. more _ '100 or less 2S...
Number of Employees
Dale:' .':')-\, A\ l \ rs i dCY05
1
BY: Au arid 0 ar. (Agent
( Conltactor..Slfjl)alul'e)
r::l~ ,/. :Qp,. ...\ \_
\::..-.."(~n( i'. t )'f' ... '!,i(!P .".... .-'&5::>'06'(\'\
T1Ueof AUI!Jotlzad Offleer or'l\9e'rifofCi:m!iclb!or
.l\\'\~ae\ ?h6Ckf\
Printed Name of AuthorIzed Officeror Agent
y VendarwiUl100 employees ormore -mus!
helVe an E-Verlfy · Ussr ldanUl1callon Number
.., Vendorwilh less than 100 employees-cheel!
100 or less box, till Ollt the form anti ra\um wl\h
your submlllal. {Goorgla law requlrellYou to
hava an E-Veriry'User IdenlllicC'lllon Number on
or after July 1, 2009.}
SUBSCHI~ED AND SWORN
BEFORE MEONTHIS T!dE , 0
~\~~ pAY OF ~A\l! ~,200_l
./-')./7 /f! :/'0 \ //
/ /) h7 . l....,.P6.y0b //
~:/.,<7. ~ f:'" q .x~","je%
No ary Public v ./
M~mmlp6!PJl EXJ~C53s: rc') . / ';>
/'/;/2/)'/,/'" /'-/ dCV'J
/ /-
SEAL
MUST BE RETURNEDWIHI YOUR SUBMITTAL
If there are no SUboollll'acting opportunities, pleasofill ont tho form (writo N/A; sign, date and notarizo).
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-,....____________>f="""".....__' ...--- .._"...:==~-.-~o-."T~:,...::;.,=";,-~~-,-=--._,-,..,,.~... ",. _,
" .'..~~.....,,~~,.~~'~'d-".".>::'..~=..,<,......,,"~""'"i'~*"e<~.-:;~~~~A~~~~~~-:;:r.;l..~~~;;.~;.~~
.; ~.
S;ontmctor AclOlOw.k!!ge.Illcut ofllu,v AI)Jeth~lln Requirements
'I1~e Contractor acknowledges to and for the benefit of tJ1C Owner, the BIllie of Georgia, llIId the Uniled Slates Environmenllll
IJrotcctioll Agency that il understands Umt the goods 1Uld services under this Agreemenlnfe being funded willi monies mode
available by the fe<.lerdl American Recovery and Reinvesllllent Act of2009 (A RRA) or me being made available for II project
being funded with monies made available by the federal AlmA and thai suc;;h law COJJtriusprovisiollS cQmmon1ykno\'m as "Buy
AmedClU1;" thai requires fill ofl1le iron, steel, and manufactured goocisused ill theptoject be produced inilieUnited States (''Buy
Americ!lll Requiremcnls") including iron, steel, and tnanufacturedgoodsprovidcd hy the Contractor pursuant to the
constnlcliol1 cODlrnct. TIle Contractor hereby represents and Warrtlllts 10 and for thebenefil pflhe Owner, tbe Slate, and Ule
United8tntes that:
(II) rhe Contractor has reviewed and underslands the Buy American Requirements;
(b) all oftheiron, steel, and Ulanufuctured goods used in the project will bp and/or bav~beenproducedin the United States in
II manner tlllltcomplies with the Buy AmencanRequiremcnts, unless a waiveroft.he requirements js apptovcu; and
{c} the Conlrnctorwill provide any further verifiedillfonnalion, certification or assu.rance ofcomplinuce with \.his
paragrap.h, or infonnalioll DecesSary 10 support a waiverofpJc Blly,AillerlcahE.equiremlmls; as maybe: requested by Ole
Owner. IhcState, or the United States Environmental Prolection Agency.
Notwithslandingauy oLher provision ofthis Agreementj onyfaihi.relo .complyMlh lhisparog:mphbythe Contractor shallpennil
the Owner 01' the Slaleto recover lIS damages against tJmConlraclor any loss, expCllscor cost(fuchJi:!ing without Umi(alion
attorney's fees) incwredby the Owner or the Stale resulting from tmYSllcJ1 Billu.rc [lIl~luJlfugwitbout limitntion anyimpaiIment
01' JoM of fUnding, whelhel' in whole orin part, from the Slale or any dinnages owed lo Ule Slaleby Lhe Owner), While the
COlltraclor14'lS no direct conlnlclual privity with the Slate, as lI.1ende,rlotQel OWilcr for theJl,lnding pfits project, tJIC Owner find
the Conltactor IlgrM that the State is a third-party benefiCirny andneilhertbis pnrograph (nor Hn.YOl:l1cr provision of the
cOllstruclioncontractnecessary 10 give this pamgrqph force or effecO shall bClll11ertdedorwniye<hViUlout tbepriorwritlen
consenloflhe State.
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) ~\ ,"" "\ (A\l.C' '\Us." '\ ": J\-' .\' ,0("" ,. \ \.~\..."
I & TlTUJ: OF AUI1nOItlZED REPRESENT ATIVE Ol~ CONTRACTOR OR SuncoNTRAcrOR
~
-\\ . '1 ":s--r'
'" )..AI..\ \ .., (:,(::t.1
19ATE
USll)M 6"iO"c"q.)
ARRA SIJecinl Condilious nud 11lformntioIl
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"Bid CertIficlltioQ
I. IdentifiCiltion ofAmclican-l1lflcleIron, Steel, and MODufnctured Goods: Consistent with the temlS oftlJe OWJ1Cr'S
bid ;;olicitntion and the provisions of AlUM Section 1605, the Bidder cCltifies that Illis bid reBccts the Bidders
be!;t, good faith effort 10 identify domestic sources of iron, steel. find manulact1.1fecl goods for every component
c.ontnined in the bid solicitation Wbl~ such American-nlllde components are aWlilahle oulbe schedule and
consistent with Uledeadlioes prescribed in or required by llie biel solicitation.
2. Verification ofl1;S. Production: The Bidderccrtifies that nll cOnlponents contained in the bidsolicitlll:iqnthatare
AmericaIl-madehave been so ideDti.fiC{~ and iflbis bid is accepted, the 13idder agrees U1.'lt it will provide
reasonable, sllfllcient,and timely verification to \be Owner oflbe U.S. production of each component so
identified.
3. Document~tiohRegarding Non- Amerl<:an-lllDde Imll, Steel, or Manufactured Goods: Th~ 13iddcu.:ertifies that
[oranyt:ol11pc)Oent or components tltatare not American-made Hnd aIr:: so identified if! this i>j~, the Bidder haS
includedlnor aUacbedlo this bid one or both of the following, as applicable:
;'I, Identification of and citation to a categorical waiver published by tbeU;S..Environm~lltal Protection
Agency in tbeF~eralRegister funt is applicnble to such component orcomponenfs,nndall analysistbnt
supports i!sllppUCllbUity to Ule component or components:
b. Vedfiable documentation sufficienttothc Owner, as required in the bid sOlicilatipllor{lllle.rwjse;thaUhe
Bldderbas sought to secure Alllericllll-Iillldc components buthasdetennined.that such components are
notnvllUnble orfthe' sphe(hulUuidcODsistent with the deadlineS prescribedinthebidsollcitatioll, with
asswm}ee ad~quilte for the Bidder under the applicable conditions staied illlliebid so.licitlluonor
otherwise.
4. InfQrmiluonlJIidDetailedJuslific-ation Regarding Non- A.mcrlcan-made1ron, Sleel,Qf Mauufa~twedGQods:l1lC
Biddier.certifies that fOTan,ysuch component or ~ompoDents Owl are nolsoavailabJe, iheBidderhas alsoprovide<l
in or allached to this bid iufoIlDotion, including but not limited to tbe verillobJedocumentation andn full
description of the bidders ef[ortsto secm"e nny such American-made compDnent or compol)ellts, (hat the Bidder
believes:aresUl'fJcient topfovidc lllld as faf as possible constitute tile detailed justiflcal:iOn tl:qui~fora wai"er
undel"sectionJ 60,5 wilhrespect to slIch component or componellts. TIle Bidder furtheragi:ct)stllat, iftl1isbid is
acccpted,itWm ossisttue Owner in amending, supplementing, or :IMber supporting sucb inforri1ationasxequifed
by the Owner tOrt:;quest oucl, LIS applicable, implement Ihe terms of a waiver with respeclloany such component
or components.
-'\- ..---. .
-----l~r)C ~t")r\'..\~\~\ i~\.-^RA:"o--s\{\~\:~ "\-);~~\'cv\"O~\61(.
PRINTED N. ( & TITLE OF AUTflOruZEU REPRESENTATIVE OF DID1).ER OR CONTRACtOR
c~~
SIGNATURE OF AMr:rr:OrnZlW REPRESENTATJVE
-'-<"'- , d-
'\ \ ' '":) , T....l"C1
.,...')1..--1"_\ \ ~\ (- v..,..;j
DATE \
IISlCoOa '~O?jlj.1
ARRA Spec/Ill Comliliolls nud Infol'Ollltioll
6
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OS/23/2009 09:04
PAGE 02/03
770'3291590
~
.; .'
BldlRFPIRFQ #
SUBCONTRAcTOR AFFIDAVIT
By executing this affid evit. the undersfgned subcontractor verifies its compllanoe with O. C. G.A. 13-10-91,
stating affirmatively that the indMdua 'firm, or 0 'on which is engaged in the physical perronnance of
services under a contract with on behalf of Augusta Richmond Counly
Board of Commissioners has registered With and participating in a federal work authorfzation prOgram"
[any of the electronic verification of work authorization programs operated by the United States
Department of Homeland Security or any equivalent federal work authori2ation program operated by the
United States Department of Homeland Security to verify Information of newly hired employe&s, pursuant
to the Immigration Refonn and Control Act of 1986 ([ReA), P.L 99-603], in accordance with the
applicability provisions and deadflnas established In O. C. G. A 13~1()..91.
.t f (t PI.... Checlt One /
~,. User Identification Number 500 or More ~ 100 or more _ 100 or less JL..
Number of Employees
r..... C,ft...,.:..
A.'lI.......Q
Officer or Agent
(Con dor Signature)
~~....-. t #M.T 4,....
i'ltle of. uthorized Officer or Agefl'f of COntractor
' Lt!~ t.."];.,..",,,',
Printed Name of AuthorIzed Officer or Agent
Dale: # , - ,v- 0'-
",. Vendor with 1 00 Bmployees 01' more - moot
hav~ an e.Verify · User IdentlHcation NJJlTlber
,I Vendor with less than 10D employees _ check
100 or less box, nIl out the form tlnd return With
your submittal. (Georgie I..aw requires you lo
have an E~V$rlfy.User Identification Number on
or after July 1, 200e,)
SUBSCRII3ED AND SWORN
aeFOReMEON~lsr
~~ DAY OF ._ ->200-9..
~'
o bile
My CommiSSIon El<pfre$~ 6
S~,"U"",,,
:0.....,11:. o~e 'Ai",,, it",.
~ ^~ ........ "0 ~
-1>: ...Yo' ...~It' C k ';". v ~
ti;'~'" ..t,\ I..,.., ~".
~ ,.: ')17.9, .;....o~
':::fO) '2 ~\ ~.:
=-' c:t '. 0,. IJ}: ::
: -i ~.i, ~" : :
~~ '.~ ION to: ~:-
~~..~ ,......
,\CI}~".:SSI""~".:.. ~.::
~ v", .......:ri.()V~,
"'" 0 NNlI" ..,,'"
11"".."",-
MUST BE RETURNED WITH YOUR SUBMITTAL
If there are nQ subcontracting opportunities, pJease fill out the form (wnle N/A; sign, date and notariza).
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OS/23/2009 09:04
PAGE 03/03
7709291590
"0-:.
I r'I accordanoe wIth the Laws of Georgia. the followlng affidavit Is requlreU by all Vendors
NON..COLL.USION AFFIDAVIT OF SUBCONTRACTOR
I. L ~tt.. J;;.,..,; S' certify that this bid or proposal Is made wfthout prior understanding,
agreement or connection with any corporation. firm or person submitting a bid for the same work, labor or service 10
be done or the supplies, materials or equipment to be furnIshed and Is In all respects faIr and without collusion Or
fraud. , understeod oolluslve bidding Is a violatioo of state and federal law and can reiult In fines, prison sentences
and eivU damages aWards. I agree to abide by all oonditlons of this bid or proposal and certify that I am authorfz:ed to
sign this bid or proposal for the bidder.
r sta s that pu uant to O,C.G.A. Seellon 36-91"21 (d) and (e).
"'" , .. has not, by itself or With others. directly or indIrectly,
prevented Qr attempted to prevent co etitlon in $ouch bidding or proposals by any means whatsoever. Affiant further
states that ($ }he has not prevented or endeavored to prevent anyone from makIng a bid or offer on the project by any
means whatever. nor has Affiant caused or Induced another to withdraw a brd or offer for the work.
Is bona fide, and that no one has gone
the materi<lls to the bidder .only, or if
rYr
nd subscribed b~re me thIs &~ay of ~ _
,2001,
(AffIX 1::~r.oorate seal here, if a corporation)
"till ''''''
,,,, ...... C "'-
...' .. e.hl" COb',-
...... O~'........ 'T"-#< ~
" ~ ,':"~t4'S~I':'~" U;&...
~ h ".c....., 'r'.~...
County: n ~ it \-\Ot.L, ~~\ ~\
~ ~= =~: .... """ il\'-:
Commission Expires; ~ ()- i m ~'Ro 1, · ~ ~j sill
-;.5.0....-;., (~t 1(, / ~,:
"" ~.' tf ,'1-,' S ~
~ 'r ',.~t;,t 11 j 1.~.., 6..0~
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FaIlure lo properly execute the abov!, affidavit must be ctlns~,;: ~ ecting vendor submittals
If there are no subcontracting Opportunitie.s, please fill out th~ N/A. sign, datlil and notarize).
N~tary PlJbll~ V\Y1 C ilfWd I
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In accordance wfih IhEt Laws of GeoJgla, !he following affidavit is required by aD vendors
NON~COLWStON AFFIDAVIT OF SUBCONTRACTOR
I, --=ri;{ m,(.f r M wn certify thall:his bid or proposal is made wflhout prior understanding,
agreement or connection WIth anycorporafion. firm or parson submItting a bid for !he sam B walk. labor or service to
be done or the SUppJrBS, materials or equIpment to be furnished and Is In all respects fair and wIthout collusion or
fraud' undersland collusive bidding Is a vIolation of state and federal law and can result In fines, prison sentences
and cIvil damages awards. I agree to abide by all conditions of thIs bid or proposal and certify that I am authorized 10
sign !his bid or proposal for the bidder.
Afljal)t further s~ales !hat pursua]! 10 O.C.G.A. Section 36-91-21 (e1) and (e),
:>J ~v\)(;(IL. SevV~(:.ec; he. has not, by itself or with others, directly or indirectly,
prevented or attempted to preve'nt competlllon in such bidding or proposaJs by any means whatsoever. Affiant further
sCales that (s )he has not prevented or endeavored to prevent anyone from making a bid or offer onthe project byany
means whatever, nor has Affiant caused or Jncluced another to withdraw a bid or offer for the work.
Affiant further states thal the said offer of 1$ ),7;1 q 4-1. &10 Is bona ffde, and !hat no one has gone
to any supplier and attempled to gel such person or company to furnish the malerials to the bidder Dnly, or if
furnished to any other blader, lhaUhe material shall be at a higher price.
-
:JOA11M vn rfr1A.)
SignatuTe of Attesting Party
DIV rSlf.kl ~11anaCle/~
TIlle of Attesling Party .J
01 J~\~
, 200Cf .
~,.... \ t:" It.' : ~ ~ ~.~~ :llt, ~-I.
(Affix corporate seal here. If ?boip~trODt '\..
/.....//.... .:::,' :"\ ",
N~tayPUblJcJ(~ht T ~Q~( ..
County: d; W J 1(1 {1<2ft- ,'.' .~..".. "
Commission Expires: fA J-aL11 ( SEAL .. ..~':.:~:.",.,..., .
\\\\\\HIIIII//1/ .. '.... ,::'
I '. . '"
Faitu~o ~&~~~"ihe ~bo~ affidavit must be considered grounds ,for rejeeti~ vendor SUbmltla~ '.
lftherea~~~~~ir(~~,o~p~unitias, please fill out the form (wnte N/A, ssgn, date and notanze).
.Soo~o :.r-~.'\('" ~
: ':.. ~'. ':::.
~ .~ FEB. CP' ::
~*: 21 =*g
-. , ......
:: o.q 2011 ..:s.: i2
- o"'?; ^-XJ.....
~ A"'~/fI. ....0':. r. S
'/ - v.. " ~co (;.'v.. ...v ~
'l/ O~:-!!~. .~'... ~'~
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7'd
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BldlRFP/RFQ #- 0Cf - J :111
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SUBCONTRACTOR AFFIDAVIT
By executing this affidavIt, the undersigned subcontractorvarifies its compliance with O. C. G.A. 13-10-91,
stating affirmatively thallhe indlvJ!jual, firm. or corporplion which is engaged In the physical performance of
setvlces under a conlract with JO\10 D. StepnehS on behalf of Augusta Richmond County
Board of Commissioners has registered wIth and is participating In a federal work authorizafion program....
[any of the electronic verification of work authorization programs operated by the United States
Department of Homeland Security or any equivalent federal work authorization program operated by the
United States Deparbnent of Homeland Security to verify information of newly hired employees, pursuant
to the ImmigratIon Reform and Control Act of 1986 ([ReA), P.L. 99-603). in accordance with the
appJlcabilflyprovisions and deadlines established In O. C. G. A 13-10-91.
E-Verlfy.... User lden1ffication Number
50e~.v<<\L St(V)CeS I nt2-.
. I
Company Name
-rtl;J'n~ IYJ6lJYLJ
BY: Authorized Officer or Agent
(ConJractor Signature)
JVfS}t/l '.17aflCf.~-
ntle of Authorized Officer or Ag of Conbaolor
-
I A ~~ A1e.. tvr WrJ
Printed Name of Authorized Omcer or Agent
Please Check One ./
500 or More _ 100 or more _ 1 00 or less-k:::.
Number of Emplnyees
Date: ~
7 JF3JOq
SUBSCRIBED AND SWORN
BEFORE ME ON THIS THE I \ 01
13fu'jOF~.." ~
N~~
My CommissIon ExPlre6tJ2l1 I'I
". Vendor with 1 00 employees o.more - must
have an &Verify · User IdanUlicaUon Number
". Vendor wUn less than 1f.lD employees - check
100 or less box, fill out the form and return WlIIl
your su~lJI'tlf.I!- ~~G60rglB Law requires you 10
hav~ ~ii"'Ve-riiY~USiV~t1fit:atlon Number on
~$~r~!Y~~RJI):) 1'/1/
.....,.\').,"\ ...... <Y ~
,$.' '" ':-'~\SSION~....~ ~
.~ "':;- ''''''~ "'-1"'10.'........ ~
.:."' ~~ ..c,'"' ~..\ ~
SEAL ...: --"- . ~. _
: :'~ FEB. (I)'~ *~
"'..../i.... . 61 .-
:;:. P"'o ., , .:;
:s ~.(>)_ 2011 ~.: _2
-;;:;. '.~ ~.....
~~ 1-d..~4t~OO e~~"'~,~
~~/?f~~~y. '~0~~'~'
1111'" r ~\\
11/'"11"\\\\\<
MUST BE RETURNED WITH YOUR SUBMITTAL
If there are no sUbcontracting opportunities, please fill out the fonn (wrila W/A; sign, date and nDtarize).
~'d
~~/ \i-t / c;-l=lJ ~
'OUI 'soo!/\JeRwoM6lIR
dc;O:OO no ~L Inr
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Bid Certification
I. Identification of Amencan-made Iron. Steel, andMannfnclured Goods: Consislent with !he tecmsoftheOwner's
bid solicitalion and the provisions of ARRA Section 1605, the Bidder certifies ~t !his bid;n:flects the Bidders
best, good 1aith effort to identify domestic SOUICeS ofiron, steel. and manufactured goods for every component
contained in. the bid solicitation where such American-made components are available on the schedule and
consistent willi the deadlines prescribed:in ot required by the bid solicitation.
2 Verifica1ionofU.S. Production.: The Bidder certifies that all components contained in the bid solicitalion that are
American-made bave been. so identi:5ed,. and if this bid is ~cd, the Bidder agrees !bat it will provide
reasonable" safficicnt,. and timely vmfication to the Owner of the U.S. production of each component so
identified.
3. Documentation Regarding Non- American-made Iron" Steel. or Manufil.clured Goods: The Bidder certifies that
for any component or components 1:hat are not American-made and are so identified:in this bid, the Bidder has
included in or al:!:acbed tD this bid ODe or lxlth of the following,.as applicable:
a. Identification of and citaIion to a categorical waiver published by the U.S. En'Vironmc:nlal Protection
Agency in the FederalRegister tbatis applicable to such component or components, and an analysis that
suppOItl'l its applicability to the component or components;
b. Verifiable documentation sufficient to tbeOvmer. as required in. the bid solicitation orothawise.1hat the
Bidder has sought to seco.re .American-made components butbas determined that such components are
not available on the schedule and consistent with the deadlines p.cescrlbed in the bid solicitation. with
assurance adequate fOT the Bidder under !:be applicable conditions slated in the bid solicitation or
oili~ ~
4. Infunnation and Detailed Justification Reganling Non- American-made.Iron. SreeJ, or Matmfilctured Goods: The
Biddercertifies that furany such componentorCOJDpODeDts that are not so available, the Bidderbasalso provided
in or attached to this Did information, including but not J.imited to the verifiable documentation and a full
description of the bidder's efforts to secure any such American-made component or components. that the Bidder
believes are sufficient to provide o.nd as far as possible constitute the detailedjustification reqlliIed fur a waiver
under section 1605 with respect to such component or components. The Bidder further agrees that, if-this bid is
accepted, it will assist the Ownerinamending, supplementing, orfurther supporting moo infulJIlauon asrequ.ired
by the Owner to request and, as applicable, implement the terms of a waiwr with respect to anysucb component
or components.
lAMAYL r'ltOON - 1)IVJ S}OtJ ,AiJrNAt:7Cf! - srrevvaac. Sl2JVIIU35dwC .
PRINTED NAME & TfILE OF AUl'HORJZED REPRESENTATIVE OF BIDDER OR CONTRACTOR
--ram aA m tr.u
SIGNATIffiE OF AUTHORIZED REPRESENTATIVE
.Jjr3)o1
DATE
ARRA Special Conditions and Information
6
USllIOIIfolIWSLI
+.,.rl
'OUI 'seOlAJeR)fJOMelIR
dOO:!=lO nO 9.L Inr
0<:'10-+>/0-0/0
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Contractor Acknowled-eement ofBuv American ReQuiremeoB
The Contractor acknowledges to and for the benefit of the Owner, the State of Georgia. and the United States Environmental
Protection Agency that it understands thal1be goods and services under this Agreement are being funded with monies made
available by the federal. American R.eooVeIy andR.einvestment Act of2009 (ARRA) or are being made available for a project
being funded with monies made available by the :l.edera1.ARRA and that sucb.law contains provisions commonly Icoo-wn BS "Bu.y
Americao;"that requires all of the iron, steel, and ImU'll1factured goodsused in the project be produced in the United Stal:c:s ("Buy
American Requirements'') including iron, stee~ and manu:fuctured goods provided by the ContractDr pmsuant to the
construction cODfIacI.. The Contractor herebyrepreseots and wmants to and for the benefit of the Owner, the Slate, and !he
United States that
(a) the Conlractor has reviewed and undetstamJs the Buy American Requirements;
(b) all oflbe iron. steel, and manufuctured goods used in the project will be anellor have been produced in the United Slates in
a manner that complies with the Buy American Requirements. unless a waiver of the requirements is approved; and
(c) the Contractor will provide any further verified information, certification. or assurance ofcompJianoe with this
paragraph, or information necessary to support a waiver of the Buy American Requirements, as may be requested by the
Ovm.er, the State, or the United Stales Environmental Protection Agency.
Notwitbstanding any other provision oftbis Agreement, any fuilure to comply with this paragraph by the Contractor shall peanit
the Owner-or the State to :recover as damages against the Contractor any loss, expense or cost (including without limitation
atIomey's fees) incurred by the Owner or the State resulting from any such fiill.nre (including without limitmon any.impaUmCllt
Or loss offunding, whetberin whole orin part, from the Stal:e oranydamages owed to the State by the Owner). While the
Contractor has no direct oontractuaJ prlvitywith the State. as a lender to the Owner fur the funding of its project:, the Owner and
the Contractor agree that the State is a third-party beneficiary and aeitbcr this paragraph (nor any other provision of the
construction contract necessary to give this paragraph fixce or effect) shall be amended or waived without the prior wri:tleII
consent of the State.
~}1 CVj }1/1 (}IV0
SIGNATURE OF AUTHORIZED REPRESENTATIVE
~
DATE
ARRA Special Conditions and Information
5
U5noa~l
,,,rl
'OUI 'saol^-Ja<:::)!jOM811<:::
dan:Qn f':n C'I In!"
{,,)l' , o-+r , ~_o I 0
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In accordance with tile I.aw& of Gaorgla, ~e roftowlllg CifIlOavlt Is required by all vendor~
('.
'-'"
NON-COLLUSION AFFIDAVIT OF SUBCONTRACTOR
I, :ftMJ'WI ~w.(rdAJ(.K,j,.Jb /f"i/ eerUl'y that ~s bid or proposal Is made'WlthOut Pri~ und~dlng,
agreement or conMOllon wlth anyoorporstion,;f1rm or person submlttlng a bid for the same work, labor or service to
be done or the supplIes, materials or equipment. to be furnished an<lis in all respects fair and without coftuslQO or
fraud. I understand coIIustve bidding Is a VioIallon of etate and federal taw and can result In fines, prl$on sentences
and civil damages a1NSrds. . agree to abide byall conditfons dthls bid or proposal and oertifythall am aulhorlZed to
sign thrs bid or proposal.for the bfdder.
A~ntfuriher 3 that ~8nt to O.C.G.A. Section 36-e1-21 (d) and (e). :
~ j ~ Iltu {" . I YNtH-I.J( " 'M ( _ has net, by Itself or with others, directly OJ' indfreoUy.
prevented ofa !)tee! to preventeompelillon In such blddlng apropossls byanymeans wtm.tsoeVer.Affianlfurlher
states tha1(s)he has noI:prevented orGl'ldeavoredtopl'$vent~from making a bldor offeron f.he pro}ectbyany
m~ whatever, nor has Afflant caused or Induced apother to withdraw e bid or offer fertile ~
Affiantfurtherstatestllatthesaldofferof J~d:!!:M:11Jt; .~~ IJ~bonafide, and that no one has gone
to any wppliel" and attempted to get such person or GOmpal1Y to ful11fsh ihe materials to the bidder only, or If
~2~s~~.aw~~ .
Title of Attesting raIt
.. :zt~;~;7-aay~
.....\,<,..."";;,,.;; ~N Signature ~
\'t'" .~_. ":l ~.... ;b,r. - ..
::f' ,,-' ~t~~~~ ~ .:; ,-'.:t~~fr..~"':-"
- .~':T'~ '..~~.ft~~,,!.......:r~ ..............
!~;.::.~J....~S:4? ;'~.,,":":' ~ r.
.;::::::;;~~ A;'J.:'~'~>~&~~PubIlC" . 'n1nIly Byrd
. :f:;lf.~:~':;~~~~'~:/~/'~j" NclWyP'ubIIo
:. i'5'~~'" ....0' ~ ..)l..;.i~"h CoIuI:nbIa County
." ~ ~,...;;.... ~~ .,.I.~ . ~....1!,~~1. ~ II 2111
::.t./".... ";",,,>:.0 -..<~'.,- .~,';' . 1
...... . <...\.>;",",:~
-'....;l-~,>... ..;/ .~~..miBSlon expires:
:J:~:~::~.::.. ....c:.;:......
.200_.
(Affbc e>>rporete seal here. if a Oorporati~n)
SEAL
Failure to properly execute the above aflldavlt must be eonsldereclglOOndS fot rejecting vendor sUbmittals
If there are no subcontnlcting oPPOrtui1lt!e.s. pIeas& flQ out the fonn (write NlA. elgn, date and notarize).
c:
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VIIVII,",VV;;:J .J..-z.u.... .1..I1.A.
'.
BldlRFPJRFq#: 00007
('"
.........
SUBCONTRACTOR AFFIDAVIT
By executilJ91hls affidavit, the undersigned subconlnlctorverifles ita compUance with O.C.G.A. 13-1 ()"91,
stating affirmatively that the Indlvldual.1lnn. ot:OOl'DOratlonwhtch Is engaged in the physiCal performance of
services under a oontmctwlth . on behalf of Augusta Richmond County
Board of Commissioners has registered with and Is particlp8ting In a federalwork authOli2:atlon program'"
[any of the eleWonio verification of work authorization programs operated by the.'United states
Departme.llt of Hometa~. S.aC!,J!:ity or 81\Y equivalent federal work authorization program c)perated by. the
United States Department of Homeland Security-to WiiiYlnfi>nnatlOn ofrieWlyhlred emplOyeeS, pursuant
to the Immigration Reform and Controt Act of 1986 ({ReA), P.L. 99--603]. In acoor4ance with the
apPt~bili1y provi~ons and deadlines estab~ In O. C. G. A 13-10-91. .
.I .....-.....
Please Check One . ~
500 or More _ 100 C?" more --,100 or less_
Number of Empl~
(-.'
-.
./ Vendorwlth 100 empl~ or more- must
have an &Verify" Userld~on Number
-( Vendorw1lh Jess than 10D employees - cbeck
100 or '"' bOX, 1IIJ out the fonn and re1um wRh
your lll.lbmIttal. (GeoJg\a bVlTaqum you to ;
have an E-Verify'"l.Jser Identlfioatlon Numberon
oraflerJuly1,2009.) "
Date: 7 ' Z - C'OJ .
SUBSCRIBED AND SWORN
BEFORE ME ON THIS THE
~ OAYOF
:..:~ ({J"I
.. N .PublIc
.-' . ",,\\~.'tl'~~m!8Sion Ires:
.,' ,...'.yrY~{ " "',-
.. .:!:.;{..~\~~::~..~..t...?Q.~~.,~..:; ..
::;.' ....,.' ~MM..e '. \
:fo{~~.:/i.r.. ~\:.::~ '.
..~. $!':.<> ..20ii:" ~:,)~::.:
;:"-r': r.,. .r,/! . ~....,:a--."~':'
-'. "1" ".~:~~:~\."'.'I,,":~,:,:,-",:"
~;."~~...,:. f.::.;,,::. ;."~~ '''~':..'
I' ". .', ."")"" ~,,,..,' '~i........~...
~ ,,::,;,',;~~:-~.l~~:L.:F;; ,..... MUST ee. RETURNEDWlTH YOUR ~UBMllTAL
If there ar& no eubccntrdng opportunltles_ please fill out the fonn (write HI.&.; sign, data: and notarize).
.200_
SEAL
'D1nfty Byrd
~ Pitblo
~County
~"2011
r-'
\..-.
I
07/13/2009 14: Z!I.FAX 7 Otititi"llHJUtl
tlaI'I'.lS U'U<..:.tUUI; C< vv.u",.
~ vV'-' ...."'_
I
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GERALD M. ROSS, P.E.
CHIEF ENGINEER
(404) 656-5277
Depa.rtment Of Transportation
State of Georgia-
#2 Capito[Squa.Te, S.W.
AtUmtaJ GOOTgii! 30334-1002
BUDDY GRATTON, P.E.
DEPUTY COMMISSIONER
(404) 656-5212
EARL L. MAHFUZ
TREASURER
(404) 656-5224
I
GENA L. ABRAHAM, Ph.D.
COMMISSIONER
(404) 656-5206
August 21, 2008
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Jeffery Harris Trucking, Inc.
P.O. Box 14311
Augusta, GA 30909
In accordance with The Rules and Regulations Governing the Prequalification of Prospective Bidders, you are
hereby notified that the Georgia Department of Transportation has assigned the following Registration Rating to
you. This Certificate of Registration is effective on the date of issue and cancels and supersedes any Certificates
previously issued:
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The total amount of incomplete work,' regardless of its location and with whom it is contracted, whether in
progress or awarded but not yet begun, shall not exceed the Maximum Capacity Rating. If dissatisfied with the
Rating, we direct you to the Appeals Procedures in 9672-5-.08 (1) & (2) and 9672-1-.05, Rules of the State
Department of Transportation.
If you desire to submit an application at some intermediate period before the expiration of this Certificate, your
Rating will be reviewed on the basis of the new application.
Sincerely,
I
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Gregort.V...Mayo, PE'~--'"
Chairman, Prequalification Committee/Contractors
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CERTIFICATION BY PROPOSED PRIME CONTRACTOR OR SUBCONTRACTOR REGARDING
EQUAL EMPLOYMENT OPPORTUNITY
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This certlllaa1ion is required pursuant to Executive Order 11246. Part 11, Section 203 (b}l (30 F.R- 12319-25). Any
bidder OT prospecl\Ve prime contractor. OT any of the proposed subcontractors, shall state as an Inilial part of the bid or
negolia6ons of the conltact whether II has participated in any previous contract or subcontract subject to the equal
opportunity clausei and..if so, whelher it has filed aU compliance reports due under applicable Instruclions.
Where the certlfioatlon indicated that the prime or subcontractor has notfiled a compnancB report clue under applIcable
insln.Jction, such. contractor shall be required to submit a compliance report
(1) Bld,der)las participated in a previous contract or subcontract subject to the Equal Opportunity Clauss.
YES -lL-NO_
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(2) co~ca RepDrts were required 10 be filed in connection with such contract or subconb"act
YES NO -.-:. (If YES, state what reports were flied and with what agency_)
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(3) B~& filed aU compliance reports due under appticable instrucllons, Including SF-i0D (EEO-1 Report).
YES NO _ (If NO, please sxplaln in detail.)
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The Information above is true and complete to the best of my knowledge and belief. (A willlully false
statement is punishable by law - U.S. Gode, T(Ue 18, Section 1001.)
,-
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(Mf/1lr Id f!:tfl1terL <""" ~1fJl- k N ,h-JAGt..-yt-
PRINTED NAME & TiTlE OF AUTHOR1ZED REPRESENTATIVE OF CONTRACTOR OR SUBCONTRACTOR.
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1, 1t/-t77
DATE
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07/13/2009 14:211 FA.! 70tititil~~U;)
nC1rr J.~ .LJ U\..;.l\..1.1US. ~ 'Vvu~.
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CERTIRCATJON BY PROPOSED PRIME CONTRACTOR OR SUBCONTRACTOR
REGARDING DEBARMENT. SUSPENSION, AND OTHER RESPONSIBLE MATfERS
Under Execullve Order 12549 individuals crorganizaUons debarred from parllclpallon In Federal Assistance Programs
may not receive an assistance award under federal program or sUb-agreement there under for $25,000 or more.
Accordingly each reoiplent of a State loan or a conlract (engineering or conslruction) awarded under a loan must
complete the following certification (see 40 CPR 3:2.51 0).
Tne prospecllve participant certifies to the best of lis la10wledge and belief thalli and its principals;
. (a) Are not presenll}' debarred, suspended, proposed for debarment. declared ineligible. or voluntarily
excluded Irom covered transacllons by any Federal department or agency.
(b) Have not withIn a three yea.r period preceding \hIs proposal been convioted of or had aciviljudgement
rendered against !hem for commission of fraud or a criminal offense In connection with obtaining,
attempting to obtain, or performing a public (Federal. Slate or local) transaction or contract under a
pubRc transacllt;lO; vIolation of Federal or Stale antitrust statutes or commission of embezzlement,
!helt, forgery, bribery, falslncaUon or destruction of rBcords, making false statements,. or receiving
stolen property; .
(o) Are not presently indicated for or otherwise criminally or civlny oharged by a government entity
(Federal. Stata or local) with commission of any of the Dffenses enumerated In paragraph (1) (b) of
this certification; and
(d) Have not within a three year perlod preceding this application/proposal had one or more public
transactions (Federal, Slate or local) terminated for cause of default
I understand that a false statement on this certification may be grounds for rejection of this proposal or
terminatlon of the award. (A willfully false statement Is punishable by Jaw- U.S. Code, Title 18, Seclion 1[)01.)
f2-Pt;iW:f 4. f1;~ - tJfItmJ1.11 bl-ls M h fl .
PRINTED NAME & TiTLE OF AUTHORIZED REPRESENTATIVE OF CONTRACTOR OR SUBCONTRACTOR
u-vhJ-
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DATE
_I am unable to certify to the above statements. My explanation is as tollows:
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-AUGUSTA-RICHMOND COUNTY, GEORGIA DOES
INOT OPERATE A DBEI MBE OR WBE PROGRAM
fUT RATHER PURSUANT TO ITS CODE OF
ORDINANCES1 THIS LOCAL GOVERNMENT
tPERATES INSTEAD, A LOCAL SMALL BUSINESS
IJpPORTUNITY PROGRAM.
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DBE COMPLIANCE FORM
PLEASE NOTE: ALL INFORMATION OUTLINED ON THIS FORM IS REQUIRED FOR DBE COMPLIANCE. THE {-
PROPOSED PRIME CONTRACTOR AND OWNER SHOULD ENSURE THAT THIS INFORMATION IS COMPLETE
PRIOR TO SUBMITTAL
Loan Recipient:
SRF Loan Number:
CERTIFICATIONS:
I certify that the information submitted on and with this form is true and accurate and that this firm has met
and will continue to meet the conditions of this construction contract regarding DBE solicitation and
utilization. I further certify that criteria used in selecting subcontractors and suppliers were applied equally to
all potential participants and that EPA Forms 6100-2 and 6100-3 were distributed to a/l DBE subcontractors.
Date 7-14-09
Mit ell D. Stephens, President
(Printed name and title)
I certify that I have reviewed the information submitted on and with this form and that it meets the
requirements of the Owners State Revolving Fund loan contract.
(9j~,
(Signature of Owner or Owner's rep
y4,JY,v S. Cc!1!3~rf~f- o--tPl. '{7>.fl.--
(Printed name and title)
Date
(((z.,(o
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GENERAL INFORMATION:
Owner contact:
Owner phone number/em ail:
Consulting engineer contact:
Consulting engineer phone number/email:
Proposed prime contractor: John D. Stephens, Inc.
Prime contractor contact: Mitchell D. Stephens
Prime contractor phone number/email: 770-972-8000mitchstephens@johndstephens.com
Proposed prime contract amount: $ C\ t \:) 4. ~ 'l. \ D . I\. ~
Proposed total DBEIMBE participation: $ ~ 1-'2.1, 1 $'"0 Percentage: _ %
Goal: 13.7%
Proposed total WBE participation:
r;
Goal: 7.0%
$
Percentage: _%
CONTINUED ON NEXT PAGE
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Please submit the followlnQ with the DBE COMPLIANCE FORM:
"\
(1) List of all committed and uncommitted subcontractors by trade, including company name, address, telephone
number, contact person, dollar amount of subcontract, and DBElMBEJWBE status. Indicate In writing if no
solicitations were made because the contractor intends to I1se only its own forces to accomplish the work.
(2) Proof of certification by EPA, SBA, DOT (or by state, local, Tribal, or private entities whose certification criteria
match EPA's) for each subcontractor listed as a DBE, MBE, or WBE. .
(3) Documentation of solicitation effort for prospective DBE firms, such as fax confirmation sheets, copies of
soITcitation letters/emaHs, printout of the online solicitations, printouts of online search results, affidavits of
publication in newspapers, etc. The prime contractor is strongly encouraged to fof/ow up each written, fax, or
em ail solicitation with at least 1 logged phone call. Whenever possible, post solicRation for bids or proposals for a_
minimum of 30 calendar days before the bid or proposal closing date.
(4) Justification for not selecting a certified DBE subcontractor that submitted a low bid for any subcontract area.
(5) Certification By Proposed Prime Contractor or Subcontractor Regarding Equal Employment Opportunity.
(EPD-6)
(6) Certification By Proposed Prime or Subcontractor Regarding Debarment, Suspension, and Other Responsible
Matters. (EPD-7)
(7) EPA Form 6100-3 DBE Subcontractor Petformance Form for all DBE subcontracts. (EPD-9)
(8) EPA Form 6100-4 DBE Subcontractor Utilization Form for all DBE subcontracts. (EPb-10)
END OF DBE COMPLIANCE FORM
EPD-5
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CERTIFICATION BY PROPOSED PRIME CONTRACTOR OR SUBCONTRACTOR REGARDING
EQUAL EMPLOYMENT OPPORTUNITY .. ..
This certification is required pursuant to Executive Order 11246, Part II, Section 203 (b), (30 F.R. 12319-25). Any
bidder or prospective prime contractor, or any of the proposed subcontractors. shall state as an initial part of the bid or
negotiations of the contract whether it has participated in any previous contract or subcontract subject to the equal
opportunity clause; and,.if so, whether it has filed all compliance reports due under applicable instructions.
Where the certification indicated that the prime or subcontractor has not filed a compliance report due under applicable
instruction, such contractor shall be required to submit a compliance report.
(1) Bidder has participated in a previous contract or subcontract subject to the Equal Opportunity Clause.
YES~NO
(2) Compliance Reports were required to be filed in connection with such contract or subcontract
YES ~ NO ~ (If YES, state what reports were filed and with what agency.)
EEO-l EEO-1 Joint Reporting Committe
Washington, DC 20036-9100
(3) Bidder has filed all compliance reports due under applicable instructions, including SF-100 (EEO-1 Report).
YES ~ NO _ (If NO, please explain in detail.)
The information above is true and complete to the best of my knowledge and belief. (A willfully false
statement is punishable by law - U.S. Code, Title 18, Section 1001.)
John D. Stephens, Inc.
Mitchell D. Stephens, President
PRINTED NAME & TITLE OF AUTHORIZED REPRESENTATIVE OF CONTRACTOR OR SUBCONTRACTOR
7-14-09
DATE
EPD-6
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CERTIACATION BY PROPOSED PRIME CONTRACTOR OR SUBCONTRACTOR
REGARDING DEBARMENT. SUSPENSION, AND OTHER RESPONSIBLE MATrERS
Under Executive Order 12549 individuals or organizations debarred from participation in Federal Assistance Programs
may not receive an assistance award under federal program or sub-agreement there under for $25,000 or more.
Accordingly each recipient of a State loan or a contract (engineering or construction) awarded under a loan must
complete the following certification (see 40 CFR 32.510).
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The prospective participant certifies to the best of its knowledge and belief that it and its principals;
. (a) Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily
excluded from covered transactions by any Federal department or agency.
(b) Have not within a three year period preceding this proposal been convicted of or had a civil judgement
rendered against them for commission of fraud or a criminal offense in connection with obtaining,
attempting to obtain, or performing a public (Federal, State or local) transaction or contract under a
public transactil;m; violation of Federal or State antitrust statutes or commission of embezzlement,
theft, forgery, bribery, falsification or destruction of records, making false statements, or receiving
stolen property;
(c) .Are not presently indicated for or otherwise criminally or civilly charged by a government entity
(Federal, State or local) with commission of any of the offenses enumerated in paragraph (1) (b) of
this certification; and
(d) Have not within a three year period preceding this application/proposal had one or more public
transactions (Federal, State or local) terminated for cause of default.
-......\
I understand that a false statement on this certification may be grounds for rejection of this proposal or
termination of the award. (A willfully false statement is punishable by law - U.S. Code, Title 18, Section 1001.)
John D. Stephens. Inc.
Mitchell D. Stephens. President
PRINTED NAME & TITLE OF AUTHORIZED REPRESENTATIVE OF CONTRACTOR OR SUBCONTRACTOR
7-14-09
DATE
_I am unable to certify to the above statements. My explanation is as follows:
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OMB Control No; 2090.0030
Approved: 05/01/2008
Approval Expuos: 01/31/2Dll
."--"
l.
Environmental
Protection Ageo.ay
Disadvantaged Business Entez:prlse ProgTam
DBE Subconh:actor Participation Form
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NAME OF S"9~Cl?NTR.A.CTQR'
J~ If#L(LI~ ,fWM,)G II'fC-
ADDRESS ,tj{;a)5rJJ:l
n CIItf./!L- ~O
TELliPHQNENO.
10&, (p~ ,qq OJ;
PlUME CO:NTRACfOR NAME
PROJECT NAME
M~'/I"W.J1l::~ ,.. fJIA Sf.:: .:j:
coNTRACT NO,
I
EMAIL ADDRESS
/btttIV)~ A.Jb
/, 0;)., c..o fI'I-->
I
Please use the space below to report any concerns regarding the above EP A-fund ed project ~ reason for
ter.m.ination by prime contractor, 1a.l:e paymeot-, eb:.).
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CONTRAcr
ITEM NO.
ITEM OF WORK OR DESClUl'TION OF SERVICES RECEIVED FROM
THEl'R1MB CONrllACTOR
AMOUNT
5UBCONTRACIOR
WAS PAID BY FlUME
CONTRACfOR
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P'V
f~n
{'I'll
G ,Uu-t(..) t../.Ir1.- .f1 /..... C-
AS~~'" , tl2 r>Jaw-A.'1
~ /1')1/1--'\ 4i' ~~
4-~ ,A.~~1fA-t- T {)(L,I,I"f?1....)A'j
:$.,(11- ~OG1..A 11 .r I L.L
~&;: ~v e.--4~ /...~I
3(,(7 (70r:?, ~
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TH:1e/Dal:e
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'6ubconlruclar is d~"led as D company, .finn, Joint venture, or indhtldual who enters inlo lUl "81eement
with n cantmtlor to provide ~ervic:es pUts.....! to an EI'A aw.rd of JiJundDl assistmu;e.
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EP A FORM 6100-2 (DBE Subconlrnclar P:ut.iciJ'llLion Form)
EPD.8
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NAME OF SUBCONTRAcrOfu
5Gff([.flL ~~ IW?Jtlr-l6 fl-' '-
ADDRESS
In/;; ~Ij~ UfIff:t (lp AvbtJ5rA. 6A 30 0 (.,
TELEPHONE NO.
1/){,# &(,7" 11v 3
PlUME CONTRACTOR N.AME
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CON'IRAcr
ITIiMNO.
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Environmental
Protection Agency
DMB Conb:'o! No; 2090-0030
Apprl'lved: OS/Olj2110B
Approval Expizes: 01/31/2011
Disadvantaged Business EnteIprlse I'rogram
DBE Suhconl:rador Performance Form
PROJECT NAME
MMM IHTEJZ.L.c:;~ flf;t!7.F:1L.
DIDjl'ROFOSAL NO.
E-MAIL ADDRESS
Jb#tf1(lvU4~4 4 tP~IJ'P-?ot""'\
:rrEM OF WORK DR DESCRIPTION OF SERVICES BJD TO
PlUME
.PRlCE OF WORK
SUBMITTED TO
PRIME CONTRACTOR
3~~ 0<0 0.00
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1 2- woo. (Xl
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tk<1f~ l'h" P-V6U ~
bM7C 10"'1- ---.4 VI A5"~
4-" A1"f~ (J{L,.'1:l~
~ ct.AS'-1,
~ ~ (-J-;l>c..Ive 4-? S-j lart .
a:n MBE or WBE under EPA's DBE Program?
11 1}-""kJ, IJO
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Yl:'s_No
~-\y -CA
Date
~(~: d<lX\-\~
Title.
S a!:ure of 8nbC"onlractor
~~~ IL.{. !3A(i.Jl/::1't-
Print Nnn..e
7 ~ 1#- t? 1
Dille.
;;Ibutn Ih'-I MJ.1--f~
Til:Ie
'Sub,onhacl'or is dclU1~tl os II company, firm, joint venture, or lndlvldlJ.lwhc enlErslnlc all agl1!!!ment with a 'OlltrQCIOf
10 provIde services pursuant to en EPA ..ward ofrinat1,ialllSOiS!;lI1ce.
EPA FORM 61 00-,3 (OBc SlIbcon1rllclor Perfonnnncc Farm)
EPD.9
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OMB Control No: 2090-0030
Approved: 05/01/2008
Approval Expires: 01/31/2011
Environmental
Protection Agency
........~~"'\
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Disadvantaged Business Enterprise Program
DBE Subcontractor Utilization Form
BIDjPROPOSAL NO.
09-124
NAME OF PRIME BIDDERjPROPOSER
John D. ,Stephens, Inc.
PROJECT NAME
Main Interceptor Upgrade Replacement
E-MAIL ADDRESS
hase II
ADDRESS
info@johndstephens.com
272 Hurricane Shoals Road, N.E.
Lawrenceville, GA 30046
TELEPHONE NO. 770-972-8000
FAX NO. 770-979-3748
The following subcontractorsl will be used on this project:
COMPANY NAME, ADDRESS, PHONE TYPE OF WORK TO BE
NUMBER, AND E-MAIL ADDRESS PERFORMED
ESTIMATE
DOLLAR
AMOUNT
CURRENTLY
CERTIFIED
ASANMBE
OR WBE?
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I certify under penalty of perjury that the forgoing statements are true and correct. In the event of a
replacement of a subcontractor, I will adhere to.the replacement requirements set forth in 40 CPR Part 33
Section 33.302(c).
7-14-09
Date
Stephens
President
Title
'Subcontractor is defined as a company, firm, joint venture, or individual who enters into an agreement with a contractor
to provide services pursuant to an EP A award of financial assistance.
EP A FORM 6100-4 (DBE Subcontractor Utilization Fonn)
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SIX GOOD FAITH EFORTS
These good faith efforts are required methods to ensure that DBEs have the opportunity to compete for procurements
funded by EPA financial assistance dollars. Such good faith efforts are described as follows:
1. Ensure DBEs are made aware of contracting opportunities to the fullest extent practicable through outreach and
recruitment activities. This will include placing DBEs on solicitation lists and soliciting them whenever there are potential
sources.
2. Make information on forthcoming opportunities available to DBEs and arrange time frames for contracts and establish
delivery schedules, where the requirements pell1lit, in a way that encourages and facHitates participation by DBEs in the
competitive process. This includes. whenever possible. posting solicitation for bids or proposals for a minimum of 30
calendar days before the bid or proposal c10sinq date.
3. Consider in the contracting process whether finns competing for large contracts could subcontractwith DBEs. This will
include dividing total requirements when economically feasible into smaller tasks or quantities to pennit maximum
participation by DBEs in the competitive process.
4. Encourage contracting with a consorlium of DBEs when a contract is too large for one of these firms to handle
individually.
5. Use the resources, services, and assistance of the Department ofTransporta1ion (DOl), Small Business AdminislJa1ion
(SBA), and the Minority Business Development Agency of the Department of Commerce (MBDA).
6. If the Contractor awards subcontracts, it must take the steps described in items (1) through (5) listed above.
Please note that DBEs. MBEs. and WBEs must be certified bv EPA. SBA. or DOT (or by state. local, Tribal. or private
entities whose certification criteria match EP A's). DBEs must be certified in order to be counted toward the recipient's
MBElWBE accomplishments. Depending upon the certifying agency, a DBE may be classified as a DBE, a Minority
Business Enterprise (MBE), or a Women's Business Enterprise (WBE).
The documentation of these good faith solicitation efforts must be detailed in order to allow for satisfactory review.
Such documentation might include fax confirmation sheets, copies of solicitation letters/emails, printouts of the online
solicitations, printouts of online search results, affidavits of publication in newspapers, etc. The prime contractor is
strongly encouraged to follow up each written, fax, or em ail solicitation with at least 1 logged phone call.
The prime contractor must employ the Six Good Faith Efforts to subcontract with DBEs, even if the prime contractor has
achieved its fair share objectives.
If a DBE subcontractorfails to complete work under the subcontract for any reason, the prime contractor must notify
the Owner in writing prior to any termination and must employ the six good faith efforts described above if using a
replacement subcontractor. Any proposed changes from an approved DBE subcontractor must be reported to the
Owner and to EPD on the Changes to Approved Subcontractors Form prior to initiation ofthe action. EPA Forms Nos.
6100-3 and 6100-4 must also be submitted to EPD for new DBE subcontracts.
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RESOURCES FOR IDENTIFYING DBE SUBCONTRACTORS
Resources for identifying DBE subcontractors to directly solicit include the following:
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· Georgia Department of Transportation {GDOT)
http://tomcat2.dot.state.oa.us/ContractsAdministration/uploads/rptDBE Directory CA New. pdf
(404) 656-5323
· U.S. Small Business Administration (SBA)
http://dsbs.sba.aov/dsbs/search/dsp dsbs.cfm
· Department of Commerce Minority Business Development Agency (MBDA)
http://www.ccr.aov
· National Association of Minority Contractors (NAMC)
htto://www.name-atl.ora
Online resources to advertise subcontract opportunities include the following:
· U.S. Small Business Administration's SUB-Net (SUB-Net)
http://web.sba.oov/subnet
(888) 227-2432
· Department of Commerce Minority Business Development Agency (MBDA)
http://www.mbda.ao\f
Minority newspapers in Georgia can be used to advertise for subcontract opportunities. They include, but are
not limited to, the following:
· Atlanta Tribune
htto://www.atlantatribune.com
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· Savannah Tribune
htto://savannahtribune.com
· Georgia latino News
htto://aalatinonews.com
· Augusta Chronicle
http://chronicle.auausta.com
NOTES:
(1) The prime contractor shall use the necessary resources to identify and directly solicit no less than 3 certified
DBE/MBE firms and 3 WBE firms to bid in each expected subcontract area. If a diligent and oocumented
search of GDOT, SBA, and MBDA directories does not identify 3 potential certified DBEJMBE firms and 3
potential certified WBE firms, then the prime contractor shall post an advertisement in at least 1 of the other
online or print resources. Whenever possible, post solicitation for bids or proposals for a minimum of 30 calendar
days before the bid or proposal closing date.
(2) Expenditures to a DBE that acts merely as a broker or passive conduit of funds, without performing,
managing, or supervising the work of its subcontract in a manner consistent with normal business practices
may not be counted.
(3) The prime contractor should attempt to identify and first solicit DBEs in the geographic proximity of the project
before soliciting those located farther away.
(4) In addition, you may contact EPD's DBE Coordinator, Gaynell Hill, at (404) 362-2629 for assistance.
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AMERICAN RECOVERY AND REINVESTMENT
ACT
SPECIAL CONDITIONS
AND INFORMATION
GEORGIA DEPARTMENT OF NATURAL RESOURCES
ENVIRONMENTAL PROTECTION DIVISION
SPECIAL CONDITIONS AND INFORMATION FOR
CONSTRUCTION CONTRACTS FUNDED UNDER
THE AMERICAN RECOVERY AND REINVESTMENT ACT
THROUGH THE FEDERALLY ASSISTED
STATE REVOLVING LOAN FUNDS IN THE STATE OF GEORGIA
May 27, 2009
Following is the standard language that must be incorporated into construction contract documents and in all
solicitations for offers and bids for all construction contracts or subcontracts to be funded by the American
Recovery and Reinvestment Act through the Federally-assisted State Revolving Fund in the State of Georgia and
information regarding these Special Conditions.
The requirements in these Special Conditions shall not relieve the participants in this project of responsibility to
meet any requirements of other portions of the construction contract or of other agencies, whether these other
requirements are more or less stringent. The requirements in these Special Conditions must be satisfied in order for
work to be funded through the American Recovery and Reinvestment Act.
ARRA Special Conditions and Information
1
US~008 690958.1
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TABLE OF CONTENTS
Instructions & General Requirements........ ........ ............. ....... .................... ........ ............... ......... 3
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Contractor Acknowledgement of Buy American Requirements................... ............... ...... ......... ....... 5
Bid Certification................................ .................................................................................... 6
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Information Checklist for Waiver Request to US EP A....... ......... . ......... ...... .......... . .. . ........ ... . .. ... . ... .. .. 7
Table 1: Foreign and Domestic Construction Materials Price Comparison Worksheet................................. 8
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Defmitions............................................ .................. ........................................ ..................... 9
Implementation of Buy American requirements........... ........ ......... ............ ... ... ............. ......... ...... ..10
I Step-by-Step Waiver process......... ......... .... .............. ............... ...... .......... ............ ......... ...... ..... 11
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ARRA Special Conditions and Information
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US~OD8 690958.1
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INSTRUCTIONS & GENERAL REOUffiEMENTS
These Special Conditions are based on detailed, specific guidance provided by the United States Environmental
Protection Agency (US EP A). Public Law 111-5, the "American Recovery and Reinvestment Act" (ARRA), includes
requirements in addition to those normally required for the regular State Revolving Fund (SRF) programs, which are
found in the SRF Supplemental General Conditions. The Special Conditions include additional payroll reporting
requirements and "Buy American" provisions, which require recipients of ARRA funds to use iron, steel, and
manufactured goods that are produced in the United States of America. In a project that is only partially funded through
the ARRA, the ARRA requirements will apply to all parts of the project. Failure to comply with these requirements will
prevent the disbursement of ARRA funds to the Owner.
Payroll Reports:
The prime contractor must submit electronic copies of certified weekly payrolls for the prime contractor and for all
subcontractors. These must be submitted bye-mail in a pdf format to the Owner's representative and then forwarded to
the Georgia Environmental Protection Division's (GA EPD' s) Construction Management Unit project engineer. These
must be submitted each month for the period covered by the prime contractor's current payment request, and are
required for funds to be endorsed for this period. The payroll records must include all information required by the SRF
Supplemental General Conditions. The Owner must also maintain complete payroll records and make these available
for inspection and audit.
Recistration:
The contractor shall register with the Central Contractor Registration database or complete other registration requirements
as determined by the Director of the Office of Management and Budget.
Access of Offices of Inspector General to Certain Records and Employees:
Any representative of an appropriate inspector general appointed under Section 3 or 8G of the Inspector General Act of
1978 (5 D.S.C. App.) is authorized;
(1) to examine any records of the contractor or any of its subcontractors that pertain to, and involve transactions
relating to, the construction contract or subcontract; and
(2) to interview any officer or employee of the contractor regarding such transactions.
Wae:e Rate Reauirements:
All laborers and mechanics employed by contractors and subcontractors on the proj ect shall be paid wages at rates not less than
those prevailing on projects of a character similar in the locality as determined by the Secretary of Labor in accordance with
Subchapter IV of Chapter 31 of Title 40, United States Code.
Buy American Requirements:
(1) The prime contractor is required to comply with the Buy American provisions in these special conditions. The
Owner is required to verify compliance as a condition of funding through the ARRA. Failure on the part of an
apparent successful bidder to submit required information to the Owner may be considered by the OWner in
evaluating whether the bidder is responsive to bid requirements.
ARRA Special Conditions and Information
3
US2008 690!158.1
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(2) The prime contractor or apparent low bidder is required to submit signed copies of the Contractor
Acknowledgement of Buy American Requirements (page 5) and of the Bid Certification (page 6) to the Owner's
representative for verification. Prior to the initial disbursement of ARRA funds for this contract, the Owner will be
required to submit signed copies of these to GA EPD's Construction Management Unit.
(3) If the prime contractor proposes to use iron, steel, or manufactured goods that are not produced in the United States
of America, then it must submit to the Owner:
(a) Documentation required by the Infonnation Checklist for Waiver Request to US EP A, found on page 7;
(b) Table 1: Foreign and Domestio Construotion Materials Price Comparison W or.ksheet, found on page 8.
(4) Non-domestic goods may not be incozporated into the work until the Owner obtains a fonnal waiver from the US EP A
to allow these goods to be used in this project. In order to apply for a project waiver, the Owner must email the
request in the form of a Word document (.doc) to the US EPA Region 4 waiver email address:
recion4waiver(a),epa.gov . It must include all of the information as shown in the checklist on page 7 of these
documents. The Regional office will send a copy to the State contact.
(5) If a waiver is necessary, US EPA strongly recommends initiating the request before construction bas initiated.
Consistent with the direction of the federal Office of Management and Budget Guidance, US EP A will expect requests
submitted after the signing of the construction contract to include an explanation of why the request was submitted at that
late date.
(6) DefInitions and detailed explanation of Buy American provisions and the waiver process are included in these
Special Conditions, starting on page 9.
ARRA Special Conditions and Information
4
U51001690951.1
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Contractor Acknowled2ement of Buv American Requirements
The Contractor acknowledges to and for the benefit of the Owner, the State of Georgia, and the United States Environmental
Protection Agency that it understands that the goods and services under this Agreement are being funded with monies made
available by the federal American Recovery and Reinves1ment Act of2009 (ARRA) or are being made available for a project
being funded with monies made available by the federal ARRA and that such law contains provisions commonly mown as "Buy
American;" that requires all of the iron, steel, and manufactured goods used in the project be produced in the United States ("Buy
American Requirements') including iron, steel, and manufactured goods provided by the Contractor pursuant to the
construction contract. The Contractor hereby represents and warrants to and for the benefit of the Owner, the State, and the
United States that:
(a) the Contractor has reviewed and understands the Buy American Requirements;
(b) all of the iron, steel, and manufactured goods used in the project will be and/or have been produced in the United States in
a manner that complies with the Buy American Requirements, unless a waiver of the requirements is approved; and
( c) the Contractor will provide any further verified information, certification or assurance of compliance with this
paragraph, or information necessary to support a waiver of the Buy American Requirements, as may be requested by the
Owner, the State, or the United States Environmental Protection Agency.
Notwithstanding any other provision of this Agreement, any failure to comply with this paragraph by the Contractor shall permit
the Owner or the State to recover as damages against the Contractor any loss, expense or cost (including without limitation
attorney' s fees) incurred by the Owner or the State resulting from any such failure (including without limitation any impairment
or loss of funding, whether in whole or in part, from the State or any damages owed to the State by the Owner). While the
Contractor bas no direct contractual privity with the State, as a lender to the Owner for the funding of its project, the Owner and
the Contractor agree that the State is a third-party beneficiary and neither this paragraph (nor any other provision of the
construction contract necessary to give this paragraph force or effect) shall be amended or waived without the prior written
consent of the State.
John D. Stephens, Inc.
Mitchell D. Stephens, President
PRINTED NAME & TITLE OF AUTHORIZED REPRESENTATIVE OF CONTRACTOR OR SUBCONTRACTOR
7-14-09
DATE
ARRA Special Conditions and Information
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US1008 690958.1
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Bid Certification
I. Identification of American-made Iron, Steel, and Manufactured Goods: Consistent with the terms of the Owner's
bid solicitation and the provisions of ARRA Section 1605, the Bidder certifies that this bid reflects the Bidder's
best, good faith effort to identify domestic sources of iron, steel, and manufactured goods for every component
contained in the bid solicitation where such American-made components are available on the schedule and
consistent with the deadlines prescribed in or required by the bid solicitation.
2. Verification of U.S. Production: The Bidder certifies that all components contained in the bid solicitation that are
American-made have been so identified, and if this bid is accepted, the Bidder agrees that it will provide
reasonable, sufficient, and timely verification to the Owner of the U.S. production of each component so
identified.
3. Documentation Regarding Non- American-made Iron, Steel, or Manufactured Goods: The Bidder certifies that
for any component or components that are not American-made and are so identified in this bid, the Bidder has
included in or attached to this bid one or both of the following, as applicable:
a. Identification of and citation to a categorical waiver published by the U.S. Environmental Protection
Agency in the Federal Registerthat is applicable to such component or components, and an analysis that
supports its applicability to the component or components;
b. Verifiable documentation sufficient to the Owner, as required in the bid solicitation or otherwise, that the
Bidder has sought to secure American-made components but has determined that such components are
not available on the schedule and consistent with the deadlines prescribed in the bid solicitation, with
assurance adequate for the Bidder under the applicable conditions stated in the bid solicitation or
otherwise.
4. Information and Detailed Justification Regarding Non- American-made Iron, Steel, or Manufactured Goods: The
Bidder certifies that for any such component or components that are not so available, the Bidder has also provided
in or attached to this bid information, including but not limited to the verifiable documentation and a full
description of the bidder's efforts to secure any such American-made component or components, that the Bidder
believes are sufficient to provide and as far as possible constitute the detailed justification required for a waiver
under section 1605 with respect to such component or components. The Bidder further agrees that, if this bid is
accepted, it will assist the Owner in amending, supplementing, or further supporting such information as required
by the Owner to request and, as applicable, implement the terms of a waiver with respect to any such component
or components.
John D. Stephens, Inc.
Mitchell D. Stephens, President
PRINTED NAME & TITLE OF AUTHORIZED REPRESENTATIVE OF BIDDER OR CONTRACTOR
7-14-09
DATE
U52008 690958.1
ARM Special Conditions and Information
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Information Checklist for Waiver Reauest to EPA
The purpose of this checklist is to ensure that all appropriate and necessary information is submitted to US EP A Please
review this checklist carefully and provide all required information. This checklist is for informational purposes only and
does not need to be included as part of a waiver application. 1ms may be helpful to include, however, as US EP A will
review based on a similar checklist.
General
. Waiver request includes the following information:
Description of the foreign and domestic construction materials
Unit of measure
Quantity
Price
Time of delivery or availability
Location of the constnlction project
Name and address of the proposed supplier
A detailed justification for the use of foreign construction materials
_ Waiver request is submitted according to the instructions in this contract
_ Assistance recipient made a good faith effort to solicit bids for domestic construction materials/manufactured
goods, as demonstrated by language in requests for proposals, contracts, and communications with the prime
contractor
Cost
· Waiver request includes the following information:
- Price Comparison Worksheet shown in Table I
- Relevant excerpts from the bid documents used by the contractors to complete the Price Comparison
Worksheet
- Supporting documentation indicating that the contractor made a reasonable survey of the market, such as a
description of the process for identifying suppliers and a list of contacted suppliers
_ Does the Total Domestic Project Cost indicated in column (d) of the Price Comparison Worksheet exceed the
Total Foreign Project Cost indicated in column (e) by more than 25% of the value in column (e)?
A vailabilitv
· Waiver request includes the following supporting documentation necessary to demonstrate the availability,
. quantity, and/or quality of the materials for which the waiver is requested:
- Supplier information or pricing information from a reasonable number of domestic suppliers indicating
availability/delivery date for construction materials
- Documentation of the assistance recipient's efforts to find available domestic sources, such as a description of the
process for identifying suppliers and a list of contacted suppliers.
- Project schedule
_ By item, list schedule date and domestic delivery quote date or other relevant information. Based on materials
delivery/availability date indicated in supporting documentation, will the materials be unavailable when they are needed
according to the project schedule?
- Relevant excerpts from project plans, specifications, and permits indicating the required quantity and quality
of construction materials
_ Waiver request includes a written statement from the prime contractor confirming the non-availability of the
domestic construction materials for which the waiver is sought
~ If available, information about other waiver requests for the materials described in this waiver request for comparable
projects
ARRA Special Conditions and Information
7
VSW08 690958.1
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Table 1: Foreign and Domestic Construction Materials Price Comparison Worksheet
I
Instructions: To be completed by the prime contractor. In column a), enter all iron, steel, and manufactured goods
required to build the project as designed. In column b) enter the cost estimate for each component as supplied by
domestic sources. In column c) enter the cost estimate for each component for which waivers are requested, as
lidb fi
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SUppJ e i>Y Orellm sources.
(a) Material Unit of Measure Quantity (b) Price - Domestic (c) Price- Foreign
Material {include all Material (including all
delivery costs to the delivery costs to the
construction site) construction site)
(d) Total Domestic (e) Total Foreign
Project Cost: Project Cost:
$ $
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Definitions
The following terms are critical to the interpretation and implementation of the Buy American provisions of the ARRA and apply
to the process described in these documents:
Steel: An alloy that includes at least 50 percent iron, between .02 and 2 percent carbon, and may include other elements.
Production in the United States of the iron or steel used in the project requires that all manufacturing processes must take place
in the United States, ex.cept metallurgical processes involving refinement of steel additives. These requirements do not apply to
iron or steel used as components. or subcomponents of manufactured goods used in the project. (This and the following
definition were drawn from the OMB Guidance of April 3, 2009, at 176.70(a)(2)(ii) and 176. I40(a).)
Manufactured Good: "Manufactured good" means a good brought to the construction site for incorporation into the building
or work that has been-
(1) Processed into a specific form and shape; or
(2) Combined with other raw material to create a material that has different properties than the properties of the individual raw
materials.
There is no requirement with regard to the origin of components or subcomponents in manufactured goods, as long as the
manufacture of the goods occurs in the United States.
Reasonably Available Quantity: The quantity of iron, steel. or the relevant manufactured good is available or will be available
at the time needed and place needed, and in the proper form or specification as specified in the project plans and design.
Satisfactory Quality: The quality of iron, steel. or the relevant manufactured good as specified in the project plans and designs.
Assistance Recipient: The Owner - a borrower or recipient that receives funding from a State CWSRF or DWSRF program.
ARRA Special Conditions and Information
9
052008 690958.1
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Implementation
P.L. 111-5, the" American Recovery and Reinvestment Act of 2009" (ARRA), provides significant levels of funding for
States to finance high priority infrastructure projects needed to ensure clean water and safe drinking water. The Act also
includes "Buy American" provisions in section 1605 that require Clean Water State Revolving Loan Fund (CWSRF) and
Drinking Water State Revolving Loan Fund (DWSRF) assistance recipients of these ARRA funds to use domestic iron,
steel and manufactured goods that are produced in the United States.
US EP A's foremost expectation is that assistance recipients will use American iron, steel and manufactured goods
throughout their ARRA-funded projects. Section 1605 also, however, sets forth certain circumstances under which a
federal agency may determine to waive Buy American requirements. In addition, Section 1605 requires the Buy
American requirements to be applied consistent with U.S. obligations under international agreements. With regard to these
international agreements, however, based on discussions with OMB officials and OMB's ''Updated Implementation Guidance,"
this provision only applies to direct procurement by the entities listed in the appendix of OMB ' s Interim Final Guidance or the
Federal government, and does not apply to procurement initiated by local entities (SRF assistance recipients) in Georgia.
US EP A's intention in developing the approach descnbed here is to effectively and efficiently implement this full range of ARRA
requirements. A waiver may be provided if US EP A detennines that:
(1) Applying these requirements would be inconsistent with the public interest;
(2) hull, steel, and the relevant manufactured goods are not produced in the United States in sufficient and reasonably
available quantities and of a satisfactory quality; or
(3) Inclusion of iron, steel, and manufactured goods produced in the United States will increase the cost of the overall
project by more than 25 percent.
This requirement has been included as a grant condition in all US EP A capitalization grants, and will be a condition in all loan
and grant agreements provided by States to local recipients. On April 23, 2009, the Office of Management and Budget (OMB)
issued Interim Final Guidance for several aspects of ARRA, fucluding the Buy American Requirement under Section 1605. The
full text of this Guidance is at http://edocket.access.gpo.g:ov/2009/TldtlE9-9073.pdf. Definitions herein have incorporated the
relevant text from the OMB Guidance, and the term and condition specified in the OMB Guidance at 176.140 (page 18454)
will be incoIporated as an award term of ARRA grants from US EP A
In order to implement the Buy American provisions of the ARRA, US EP A bas developed an approach to allow for effective
and efficient implementation to allow projects to proceed in a timely manner. The :framework descnbed below will allow
assistance recipients to apply for waivers directly to US EP A Pursuant to the ARRA, US EP A has the responsibility to make
findings and determinations as to the issuance of waivers to the Buy American provisions.
ARRA Special Conditions and Information
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US2D08 690958.1
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Step-By-Step Waiver Process
Application by Assistance Recipient
Each local entity that receives ARRA water infrastructure financial assistance is required by section 1605 of the ARRA to use
American made iron, steel, and manufactured goods in the construction of its project However, if it is one of the entities
listed in the appendix to Appendix 9 of the OMB Updated Implementing Guidance (none of which are in Georgia), it must
allow for the use of iron, steel, or manufactured goods from a country covered by a relevant international agreement. If that is
not possible, or if the recipient falls under one of the categories below, the recipient may request a waiver. Until a waiver is
granted by US EP A. the Buy American requirements stand, except as noted above with respect to countries covered by
international agreements.
The waiver process begins with the SRF assistance recipient In order to fulfill the requirements of the ARRA, the assistance
recipient must in good faith design the project (where applicable) and solicit bids for constIuction with American made iron,
steel., and manufactured goods. It is essential that the assistance recipient include the ARRA's Buy American terms in any request
for proposals or solicitations for bids, and in all contracts (see page 5 for sample contract language). The assistance recipient
may seek a waiver at any point before, during, or after the bid process if one or a combination of three conditions is met:
(1) Iron, steel, and manufactured goods are not produced in the United States in sufficient and reasonably available quantities
and of a satisfactory quality;
(2) Inclusion of iron, steel, and manufactured goods produced in the United States will increase the cost of the overall
project by more than 25 percent; or
(3) Applying the Buy American requirements of ARRA would be inconsistent with the public interest.
US EP A believes that most waivers will likely come forward at two points in a project: first, based on the design where the
assistance recipient identifies key materials (iron and steel) or equipment (manufactured goods) that are not produced in
sufficient quantities domestically, or, second, after evaluation by prospective bidders and their consultation with suppliers
determines that iron, steel, or manufactured goods as required by the design are not produced in sufficient quantities
domestically. An assistance recipient could potentially request waivers at either or both points in the project. It is also
possible to request a waiver after bids are opened or after constnlction has initiated. US EP A strongly recommends, if a
waiver is necessary, initiating the request before construction has initiated.
Consistent with the direction of the OMB Guidance at S 176.120, US EP A will expect that requests submitted after the signing of
the construction contract will include an explanation of why the request was submitted at that late date. Late submissions that are
based on the grounds oflack of reasonably foreseeable circumstances that led to the request:, where sufficiently documented, will
be considered as if timely submitted. Late requests that are based on grounds that the assistance recipient would be reasonably
expected to foresee will., before consideration of the underlying waiver request, be subject to a balancing. This balancing will
consider whether the public interest in expeditious construction under ARRA does or does not outweigh the need for full, timely,
and good faith compliance with the Buy American provision according to the grounds set forth in ARRA and in applicable
federal guidance and information.
Proper and sufficient documentation must be provided by the assistance recipient. A checklist detailing the types of information
required for a waiver to be processed is included on page 7.
Additionally, it is strongly encouraged that assistance recipients hold pre-bid conferences with potential bidders. A pre-bid
conference can help to identify iron, steel, and manufactured goods needed to complete the project as described in the plans
and specifications that may not be available from domestic sources and the need to seek a waiver prior to bid, and can help
inform the recipient on compliance options. In order to apply for a project waiver, the assistance recipient should email the
request in the form of a Word document (.doc) to the Region 4 waiver email address:region4waiver@epa.li1:ov .Please include
aU of the information as shown in the checklist on page 7. The Regional office will send a copy to the State contact.
ARRA Special Conditions and Information
11
US200B 690Jl58.1
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Evaluation by US EP A Regional Offices
After receiving an application for waiver of the Buy American provisions, the Regional office will use the checklist on page 7 to
determine whether the application properly and adequately documents and justifies the statutory basis cited for the waiver - that it
is quantitatively and qualitatively sufficient - and to determine whether or not to grant the waiver. The checklist provides
information to the Region with regard to a waiver on the basis of unavailability of a product or material, or of substantial cost
increases.
In the event that the Regional office in consultation with the Office of Regional Counsel (ORC) finds that adequate
documentation and justification has been submitted, the Regional Administrator may grant a waiver to the assistance
recipient. In any event, the Region should notifY the assistance recipient that a waiver request has been approved or denied no
later than 2 weeks from the date of receipt of a complete waiver request Granting such a waiver is a 5-step process:
(1) Evaluation - After receiving an application for waiver of the Buy American provisions, the Regional office must use a
checklist similar to that found on page 7 to determine whether the application properly and adequately documents and
justifies the statutory basis cited for the waiver - that it is quantitatively and qualitatively sufficient - and to determine
whether or not to grant the waiver.
(2) Coordination - No later than 3 days prior to the submission of a notification of a proposed waiver approval to the
Assistant Administrator for the Office of Administration and Resources Management (OARM) for concurrence, the
Region must notify the Cross-Agency Coordination Working Group descn'bed below that a waiver review is complete,
along with a copy of the proposed notification.
(3) Concurrence - Prior to approving a project waiver, the Regional Administrator must obtain the concurrence of the
Assistant Administrator for OARM, as required by the Administrator's March 31, 2009 delegation of approval authority for
exceptions (waivers) to the requirements of ARRA section 1605(a).
(4) Signature of waiver approval by the Regional Administrator - As soon as the waiver is signed and dated, the Region must
notify the State and assistance recipient This should take place no later than 2 weeks after the receipt of a complete waiver
request from an assistance recipient
(5) Publication by Regional office ofnotm.cation ofissuance of waiver in the Federal Register.
When notification of the issuance of a waiver is published in the Federal Register, the Regional office should send appropriate
information to Headquarters for a link to the Federal Register notice to be posted on EP A's Recovery.gov website.
Cross-Agency Coordination Working Group
US EP A will establish a national coordination working group composed of representatives from its Offices in the two SRF
programs, and from the Regions. This group will have two principal functions:
(1) To provide oversight of the national waiver process through consultation, quality control, and direction as necessary to
clarify and resolve policy issues raised on waiver requests.
(2) To identify the potential for appropriate national or (U.S. geographical) regional, categorical waivers to be issued based
on similar circumstances identified in the detailed justifications for a waiver or waivers. Such categorical waiveIS may be
based on one or a combination of the grounds for a waiver specified in ARRA section 1605(b), as may be appropriate to
the detailed justifications available or developed.
ARRA Special Conditions and Information
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USlO08 690'58.1
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Special Circumstances
Under certain special circumstances, US EP A may grant a waiver of the Buy American provisions under the authority to waive
such provisions if application of such provisions would be inconsistent with the public interest. A determination to grant a
waiver of the Buy American provisions based solely on inconsistency with the public interest (as authorized under ARRA
section 1605(b)(1)) must be made with US EP A Office of Water consultation due to the possible national implications of such a
waiver, except in any particular categories of''public interest" cases for which US EP A has defined in national information,
policy, or guidance the applicable conditions and the specific elements of the individual justification that must be provided. For
the Regional office to consider these types of waiver requests, it must find that the conditions defined in the national
information, policy, or guidance, and that the elements, in scope and detail., of the information provided to justify the request, are
both present as required. If these are both present, the Regional office can then determine whether the justification offered is
sufficient, within the terms set forth in the applicable information, policy, or guidance, to grant the waiver. 'This application will
be sent to the same emaiI address as mentioned above, however the requester should indicate in the subject line that the
request is for a public interest waiver.
National Waivers
US EP A reserves the right to issue national waivers that may apply to particular classes of assistance recipients, particular
classes of projects, or particular categories of iron, steeL or manufactured goods. As stated in the discussion of the "Cross-
Agency Coordination Working Group," above, US EP A may develop national or (U.S. geographic) regional categorical waivers
through the identification by that Working Group of similar circumstances in the detailed justifications presented to one or more
Regions in a waiver request or requests. US EP A may issue a national waiver based on policy decisions regarding the public's
interest or a determination that a particular item is not produced domestically in reasonably available quantities or of a sufficient
quality. In such cases, US EP A may determine it is necessary to issue a national waiver. All national waivers will be issued by
US EP A Headquarters.
Split Funding
Based on their intended use plans many States intend to fund projects with "split" funding, from ARRA and the base SRF
program. Based on the ARRA language in section 1605, which requires that American iron, steel, and manufactured goods be
used in any project receiving ARRA funding, US EP A has concluded that any proj ect that is funded in whole or in part with
ARRA funds, must comply with the Buy American provisions. A "project" consists of all construction necessary to complete
the building or work regardless of the number of contracts or assistance agreements involved so long as all contracts and
assistance agreements awarded are closely related in pUIpose, time and place. This precludes the intentional splitting of ARRA
projects into separate and smaller contracts or assistance agreements to avoid Buy American coverage on some portion of a
larger project, particularly where the activities are integrally and proximately related to the whole. However, there are many
situations in which major construction activities are clearly undertaken in segregable phases that are distinct in pUIpose, time, or
place, in which case, separate contracts or assistance agreement for ARRA and base funding would carry separate requirements.
ARM Special Conditions and Information
13
US1008690958.1
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. ..,Sl'ATEOF<:;EORGIA
~NHANP:EL;,SElcretary of Sta~e
Stat~;Ctinstih9t.i(wfud~~rtryl1icensing Bbard"
. UtilltyContractor
LICENSitNO.", . UCJ00125
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'~ohi1n.. E)tepl1~ns,lI1c.
2.7~'~U11j~,~~"Sh6~ls.' Rd.;N:E.'
Lawrericeville GA'30()45..
,~ . Sl'A'lil OF. GEORGIA
KAREN'lIt, 'DEL; Secretary of State
. Slate COrtStrUctiOil Iridustry Licensing Board
,. . Utility Contractor :
: LICENSE NO. . . . UC300125
John D. Stephens, Inc.
272 HllTIical)e.Shoals Rd., N.E.
LawrenceviIle GA30045
John D. Stephens, Inc.
272 Hurricane Shoals Rd., N.E.
Lawrenceville GA 30045
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JUL-07-2009 11:23
ARC PURCHASING
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7063124602
P.2S/26
.t.:
... ~..-
: '.. .;' .:.. .I,'; ~ DISADVANTAGED BUSINESS ENTERPRISE DEPARTMENT
.~ ~,.'. ','i:':~:: : ~o"'''''' ,.._..~
-. '0':' 8.' ......~.1 ^ A l"_ "'~i7
.'" ''''.'' DBECoordblator
We are pleased to present this directory of registered Local Small Business Opportunity Program businesses. The
companies represented in this directory are interested In doing business with you. They have demonstrated their
commitment to understanding the state's procurement process. Many of them have attended our vendor's
workshop and other training programs we have sponsored In order to gain thQ awareness which will equip them to
compete for bId opportunities.
The Atlgusta~R1chmond County Disadvantaged Business Enterprise is strMngto be a liaison betWeen the local small
business community and the procurement process. we also encourage sub-contrac.tlng opportunities and Joint
venturing partnerships.
Phone: 706-667-9793
Fax:706-733~552
Email: custodlalsDeCialistslliJvahoo.cam
Service: Janitorial Contractor
Phone:70G-3~96
Emall: No1impala@hotmall.com
Service: Professional Lawn care
Pho"e:7~737-625S
Fax:803-643-Q074
Email: a-ashreddlnlZ@>ceopleDc.com
Service: Document Shredding
phone: 706-825-5773
Fax: 706-792-9185
Emall: t1lackson@ieee.orn
Service: Electrical Contractor
Phone; 706-364-2731
Fax: N/A
Email: Freedo~oo4@.knology.net
Service: Carpentry &. Painting
Phone: 706-793-6040
Fax: 706-793--6625
Email: mmilJender@mm-sm..oom.
Service: Supplier, Special 'trade ConstrucuQJJ.
and Janitorial
Phone: 706-828-6677
Fax:7~~688
Emall: ADCOTECH$ERVICES@BElLSOUTH.NET
Service: Heavy DutY Tractor and Trailer Maintenance
and repair
Disadvantaged Business Enterprise DepIll'fmeDt
501 Oreene Strcct- Suite 304 - Augusta, GA 30901-4414
(706) 821-2406 - Pax (706) 821-4228
WWW.AUGUSTAGA.GOV
Dear Potential Bidder:
1) CSAA Custodial Specialists
clo Mr. Wade Walker
2709 Oakland Avenue
Augusta, GA 30909
21 You've Just Been Served
c/o Mr. Orlando O'Neal
2021 Golden Road
Augusta, GA 30901
3) Aiken & Augusta Shredding
c/o Mrs. Denise Watson
3205 Easy Street
Augusta, GA 30904
4) Jackson Electric
c/o Tom Jackson & Associates, tLC
2314 Ruby Dr1ve
Augusta. OA 30906
5) Freeman Cmpentry & Painting
c/o Mr. Mil1us Fmeman
2731 Milledgeville Road
Augusta, GA 30904
6) M &; M Management Services
c/o MarIin W. Millemler
3114 Augusta Tech Drive
Sllite 403
Augusta, GA 30906
7) ADCO Tech Service, Inc.
c/o Donald Stewart
315 Hale Street
Augusta~ GA 30901
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JUL-07-2009 11:23
P. 26/26
ARC PURCHAS I NG
7063124602
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. ~ DISADVANTAGED BUSINESS ENTERPRISE DEPARTMENT
, :. -..... ;:~: 'I ~ Yvonne Gentry
DBE Coordinator
8) Success Enterprise, Inc.
c/o Mary Ward or Douglas Greene
1611 Cider lane
Augusta, GA 30906
Phone:7~993-2S77
Fax:601~~511
Email: MARY@SUCCESSENTER.COM or
DOUGLAStm5UCCESSENTER.COM
Service: Contract Services; Marketing COnsulting.
Website DesIgn, Graphic Arts, LogoS. Brochures
9) Mr. James Hebbard
c/o Automation &. Security
2110 Brown Road
Hephltibah, GA 30815
Phone: 877-513-0085
Emall: automationandsecuritvl&lZmail.eom
services: ConstruCtIon, afarm/fire system InstallatIons,
struc;tural wiring networks, and security cameras
10) Berry Smith Sanitation
c/o Berry Smith
1308 New Savannah Road
Augusta, GA 30901
Phone:70&-72~2001
Fax: 706-124.2019
Services: Contract Services; Trash removal
11) Analyze America Labs
clo Carla Noah
1840 Wrightsboro Road
Augusta, GA 30904
Phone:706-738-314S
Fax:10~738-3218
Emall: lab@analvzeamerica.eom
Services: Drug Screens and Clinical Specimen processIng
12) Southern J. Construction
c/o Mr. William Johnson
4619 Shadow Moss Court
Augusta, GA 30906
Phone: 106ft790-9399
Fax: 706-796-3429
Email: southernwi@aol.com
Service: General Contractor; Home Builder; Remodeling
We are hopeful that this directory SiNes you well. We invite your feedback on hew we can Improve your ability to
access local small businesses. We would also like you to visit our website at WWW.aUllustaRa.IitOV. select DBE
Department. Please feel free to contact our office at (706) 821-2406.
Thank you for including Local Small Business Opporttlnlty Program in this directory on your bid opportunities.
Sincerely,
l1J- ~
Yvonne Gentry
DBE Coordinator
Disadvantaged Business Enterprise Department
501 Greene Slreet~ Suite 304 - Augusta. GA .30901-4414
(706) 821-2406 - Pax (706) 821-4228
WWW.AUGUSTAGA.GOV
TOTAL P.26
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Bid Item #09-124 - Main Interceptor Upgrade Replacement Phase II
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GOOD FAITH EFFORT
272 Hurricane Shoals Rd, NE - Lawrenceville, GA 30046
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Main Interceptor UpQrade Replacement Phase II
Bid Item # 09-124
. Sources contacted for list of eligible DBE:
Augusta Richmond County
Procurement Department
Georgia Department of Transportation
Office of Contract Administration
The MWBE Directory.com
. Invitation to Bid Notices placed:
Augusta Chronicle Newspaper
John D. Stephens, Inc. Website
John D. Stephens, Inc. 272 Hurricane Shoals Road, N.E., lawrenceville, GA 30046
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INVITATION TO BID
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John D. Stephens, Inc., 272 Hurricane Shoals Rd, NE, Lawrenceville, GA 30046 is soliciting pricing from Certified
DBEIMBE/WBE Subcontractors, Vendors & Suppliers for work related to the construction of the Main InterceDtor
Uograde-Phase II project for Augusta Utilities Dept in Augusta, GA which bids 7/14/09. Fax your bid for the
following scope of work to 770-979-3748 by 7/10/09: Surveying, Onsite & Offsite Hauling, Gravel & Stone Hauling,
Clearing, Fencing, Grassing & Erosion Control, Landscaping, Manholes, Concrete & Asphalt Paving & Restoration,
and Piping. Please include proof of minority status. Plans and Specifications may be viewed at the Augusta., GA
Procurement Dept, 530 Greene St, Rrn 605, Augusta., GA 30911. In an effort to assist all DBE/MBE/WBE companies,
plans and specs may be viewed and downloaded at our ftp site at ftp://idsfto.iohndsteohens.com; user name: main;
password: interceptor. John D. Stephens, Inc. will break down or combine elements of work into economically
feasible units on a case by case basis and negotiate in good faith with anyone requesting such breakdowns. Interested
bidders may contact John D. Stephens, Inc. for assistance in obtaining Bonds, Credit Lines and Insurance. We are an
Equal Opportunity Employer and will not discriminate against any party submitting a proposal because of race, creed,
religion, color, sex, national origin, marital status, physical handicap or sexual orientation. For additional information
or questions, contact Jorge Garcia @ 678-244-5624 or jgarcia@johndstephens.com.
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The above ad was placed in the Augusta Chronicle Newspaper, legal section, for publication on
6/18/09 and 6/25/09.
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:d_~~~.~fIN~:~:
PIPELINE CONTRACTORS
272 Hurricane Shoals Road, N.E.
Lawrenceville, GA 30046
Phone 770-972-8000 Fax 770-979-3748
FAX TRANSMITTAL
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To:
From Steven Archer
John D Stephens, Inc.
Fax:
Phone:
Date:
6/23/09
770-979-3748
678-244-5644
Pages -2-
RE: Main Interceptor Upgrade-Phase II
John D Stephens, Inc. is soliciting pricing from certified DBE/ MBEIWBE Subcontractors, Vendors & Suppliers
for work related to the construction of the Main Interceptor Upgrade-Phase II for Augusta Utilities Department
in Augusta, GA, which bids July 14, 2009 at 3:00 P.M.
Fax your bid for the following scope of work by July 10, 2009 to 770-979-3748: Onsite & Offsite Hauling,
Gravel & Stone Hauling, Clearing, Fencing, Grassing & Erosion Control, Manholes, Concrete & Asphalt Paving
& Restoration, Portable Toilets, Utility Location, and Landscaping. Please include proof of minority status.
It is your responsibility to familiarize yourself with the contract documents to identify the scope prior to
submitting your pricing. See attached Invitation to Bid for viewing Plans and Specifications. In an effort to
assist all DBE/MBEIWBE companies, plans and specs may also be viewed and downloaded at our ftp site at
ftp:/lidsftp.iohndstephens.com; user name: main; password: interceptor.
John D. Stephens, Inc. will break down or combine elements of work into economically feasible units on a case
by case basis, and negotiate in good faith with anyone that requests such breakdowns. Interested bidders may
contact John D. Stephens, Inc. for assistance in obtaining Bonds, Credit Lines and meeting Insurance
requirements.
John D. Stephens, Inc., an Equal Opportunity Employer, states that all qualified bids will receive consideration
without regard to race, creed, religion, color, sex, national origin, marital status, physical handicap or sexual
orientation.
***************************Please fax a response to 770-979-3748. Thank you. ***************************
Yes, I will be quoting the following items:
No, I am not interested.
Company or Individual Responding
Phone Number
For additional information or any questions, contact Jorge Garcia at 678-244-5624
Or iQarcia@johndstephens.com
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Invitation To Bid
Sealed bids will be received at this office until 3:00 p.m., Tuesday, July 14,2009 for furnishing:
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Bid Item #09-124 Main Interceptor Upgrade-Phase II for Utilities Department
Bids will be received by Augusta, GA Commission hereinafter referred to as the OWNER at the offices of:
Geri A. Sams
Procurement Department
530 Greene Streel- Room 605
Augusta, Georgia 30901
70lJ..821-2422
Bid documents may be examined at the office of the Augusta, GA Procurement Department, 530 Greene
Street - Room 605, Augusta, GA 30901. Plans and specifications for the project shall be obtained by all
prime, subcontractors and suppliers exclusively from Augusta Blue Print. The fees for the plans and
specifications which are non-refundable is $250.00
Documents may also be examined during regular business hours at the Augusta Builders Exchange, 1262
Merry Street, Augusta, GA 30904; F. W. Dodge Plan Room, 1281 Broad Street,Augusta, GA 30901. It Is the
wish of the Owner that all businesses are given the opportunity to submit on this project. To facilitate this
policy the Owner is providing the opportunity to view plans online (www.au~ustablue.com) at no charge
through Augusta Blue Print (706 722-6488) beginning Thursday, May 28, 2009. Bidders are cautioned that
submitting a package without Procurement of a complete set are likely to overlook Issues of construction
phasing, delivery of goods or services, or coordination with other work that is material to the successful
completion of the project. Bidders are cautioned that sequestration of documents through C!nyother source Is
not advisable. Acquisition of documents from unauthorized sources places the bidder at the risk of receiving
incomplete or inaccurate information upon which to base his qualifications.
A Mandatory Pre-Bid Conference will be held on Friday, June 19, 2009 @ 10:00 a.m. in the
Procurement Department - Room 605. All questions must be submitted in writing to the office of the
Procurement Department by fax at 706-821-2811 or by mail. No bid will be accepted by fax, all must be
received by mail or hand delivered. All questions are to be submitted in writing by Wednesday, June
24, 2009 by 3:00 p.m.
No Bid may be withdrawn for a period of 120 days after time has been called on the date of opening. A 10%
Bid bond is required to be submitted'in a separate envelope, so marked along with the bidders'
qualifications; a 100% perfonnance bond and a: 100% payment bond will be required for award.
An invitation for bids shall be Issued by the Procurement Office and shall include specifications prepared In
accordance with Article 4 (Product Specifications), andall contractual terms and conditions, applicable to the
procurement. All specific requirements contained in the invitation to bid including, but not limited to, the
number of copies needed, the timing of the submission, the required financial data, and any other
requirements designated by the Procurement Department are considered material conditions of the bid which
are not waiveable or modifiable by the Procurement Director. Please mark BID number on the outside of the
envelope.
Publish:
Augusta Chronicle
Metro Courier
cc: Tameka Allen
Drew Goins
Jerry Delaughter
May 28, June 4, 11, 18, 2009
June 3, 2009
Interim Deputy Administrator
Utilities Department
Utilities Department
OFFiCIAL BID DOCUMENT
Augusta Blueprint
~o~v\ ~. ~~erho'\S\f\~
Set # 11
GERI A. SAMS, Procurement Director
II ***%*************************************************************************~~~~~~~~~~~~~~~~~~~~~~~
*_~ P.Ol *
,* TRANSACTION REPORT *
* JUN-23-2009 TUE;03:16 PM *
* *
FOR: JOHN D STEPHENS INC 770 979 3748 *
*
*
*
*
DP *
*
*
*
*
*
* *
II ****************************************************************************************************
"/1..tJt,/ o~
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SEND
DATE START RECEIVER
JUN-23 03:15 PM 97705362232
TX TI ME
1'23"
PAGES TYPE
2 FAX TX
NOTE
OK
M*
419
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TOTAL :
1M 238
PAGES:
2
I GeP1 K~~C
PDlZ-
i. JOHN'D.STEPHENS! INC, .
PIPELINE CONTRACtORS
Wava'f M~N
-"/2..81 - SS-42-
W:as~
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ot-.\
272 Hurricane Shoals Road, N.E.
Lawrencevllle, GA 30046
Phone 770-972-8000 Fax 770-979-3748
FAX TRANSMITTAL
\t010-eY'\A1l-
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To:
Estimating Dept.
Jake Martin & Sons
I From Steven Archer
John D Stephens, Inc.
.
I
Fax:
Phone:
Date:
770-536-2232
770-531-0014
6/23/09
770-979-3748
678-244-5644
Pages
RE: Main Interceptor UPGrade-Phase II
I
John 0 Stephens, Inc. is soliciting pricing from certified DBEI MBEIWBE Subcontractors, Vendors & Suppliers
for work related to the construction of the Main Intereeptor Upgrade-Phase II for Augusta Utilities Department
in Augusta. GA, which bids July 14, 2009 at 3:00 P.M.
Fax your bid for the following scope of work by July 10,2009 to 770-979-3748: Onsile & Offsite Hauling,
Gravel & Stone Hauling, Clearing, Fencing, Grassing & Erosion Control, Manholes, Concrete & Asphalt Paving
& Restoration, Portable Toilets, Utility Location, and Landscaping. Please include proof of minority status.
It 15 your responsibility to familiarize yourself with the contract documents to Identify the scope prior to
submitting your pricing. See attached Invitation to Bid for Viewing Plans and Specifications. In an effort to
assist all DBElMBElWBE companies, plans and specs may also be viewed and downloaded at our ftp site at
fto:llidsfto.iohndsteohens.com; user name: main; password: interceptor.
John D. Stephens, Inc. will break down or combine elements of work into economically feasible units on a case
by case basis, and negotiate in good faith with anyone that requests such breakdowns. Interested bidders may
contact John D. Stephens, Inc. for assistance In obtaining Bonds, Credit Lines and meeting Insurance
requirements.
I
I
I
John D. Stephens, Inc., an Equal Opportunity Employer, states that all qualified bids will receive consideration
without regard to race, creed, religion, color. sex, national origin, marital status, physical handicap or sexual
orientation.
I
......-~--Please fax a response to 770-979-3748. Thank you. .....................-..
_ Yes, J will be quoting the following items:
_ No, I am not Interested.
I
,
Company or InCUVlchJJlI tlesPOrldtng
PllOM NumtJer
For aclclltlonallnformatlon or any questions, contact Jorge Garcia at 678.244.5624
Or ioarcia@iohndsteohens.com
~l..C>{ ~ "Al'PH.M-1i/IJIriUD60l\.!.. CD H..
I
FOR:
JOHN D STEPHENS INC
770 979 3748
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JOHN.D.STEPHENS.INC
l'lPELJNE CO:NTRACI:ORS
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272 Hurricane Shoals Road, N.E.
LawrencevilJe, GA 30046
Phone 770-972-8000 Fax 770-979-374B
FAX TRANSMITTAL
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.
I
Fax:
Phone:
Date:
RE: Main Interceptor UpQrade-Phase II
Estimating Dept. From Steven Archer
Clover Construction John D Stephens, Inc.
706-869-9351 nO-979-3748
706-993-1355 678-244-5644
6/23/09 Pages J.
To:
I
John D Stephens, Inc. is soliciting pricing from certified DBE! MBE/WBE Subcontractors, Vendors & Suppliers
for work related to the construction of the Main Inf$rc;eptor Upgrade-Phase II for Augusta Utilities Department
in Augusta, GA, which bids July 14, 2009 at 3:00 P.M.
Fax your bid for the following scope .of work by July 10, 2009 to 770-979.3748: Onslte & Offslte HaUling,
Gravel & Stone Hauling, Clearing, Fencing, Grassing & erosion Control, Manholes, Concrete & Asphalt Paving
& Restoration, Portable Toilets, Utility Location, and Landscaping. Please include proof of minority status.
It is your responsibility to familiarize yourself with the contract documents to ldentify the scope prior to
submitting your pricing. See attached Invitation to Bid for viewing Plans and Specifications. In an effort to
asslsl all DBElMBEIWBE companies, plans and specs may also be viewed and downloaded at ourflp site at
fto:/Iidsftp.iohndsteohens com; user name: main; password: Interceptor.
I
I
John D. Stephens, Inc. will break down or combine elements of work Into economlcany feasible units on a case
by case basis, and negotiate in good faith with anyone that requests such breakdowns. Interested bidders may
contact John D. Stephens, Inc. for assistance In obtaining Bonds, Credit Lines and meeting Insurance
requirements.
John D. Stephens. Inc., an Equal Opportunity Employer, states that all qualified bids will receive consideration
without regard to race, creed, religion, color, sex, national origin, marital status, physical handicap or sexual
orientation.
I
I
......."****"****............Please fax a response to 770-979-3748. Thank you. ......-...................
_ Yes, I will be quotill9 the following items:
_ No. I am not interested.
I
,
~mpany Cf' H\dMclu.' R~f\CIlng
pnone Numoor
For add'rtIonallnformation or any questions, contact Jorge Garcia at 678-244-5624
Or iaarciat6liohndsteohens.com
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JUN-23 02:58 PM 97708879822
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JOHN. D ,BTEPHENSJNC
PIPEIJNE CONTRACl'ORS
I
272 Hurricane Shoals Road, N.e.
Lawrenceville, GA 30046
Phone 770-972-8000 Fax 770-979-3748
FAX TRANSMITTAL
I
To: Estimating Dept From
Chateau Hydroseeding &
Grassing
Fax: 77()"867-9622
Phone: 770-867-7378
Date: 6/23/09 Pages
RE: Main Interceptor UPtlrade-Phase II
Steven Archer
John 0 Stephens, Inc.
.
I
770-979-3748
678-244-5644
tJ...
I
John 0 Stephens, Inc. is soliciting pricing from certified DBE! MBElWBE Subcontractors, Vendors & Suppliers
for work related to the construction of the Main Interceptor Upgrade-Phase II for Augusta Utilities Department
in Augusta, GA, which bids July 14, 2009 at 3:00 P.M.
Fax your bid for the following scope of work by July 10, 2009 to nO-979-3748: Onslte & Offslte Hauling,
Gravel & Stone Hauling, Clearing, Fencing, Grassing & Erosion Control. Manholes, Concrete & Asphalt Paving
& Restoration, Portable Toilets, Utility Location, and Landscaping. Please Include proof of minority status.
It is your responsibifity to famlllarize yourself with the contract documents to Identify the scope prior to
SUbmitting your pricing. See attached Invitation to Bid for viewing Plans and Specifications. In an effort to
assist all DBElMB!:iWBE companies, plans and specs may also be viewed and downloaded at ourftp site at
flD'/Tidsfto.iohndsteohens.oom; user name: main; password: interceptor.
I
I
John D. Stephens. Inc. will break down or combine elements of work Into economically feasible unIts on a case
by case basis, and negotiate in good faith with anyone that requests such breakdowns. Interested bidders may
contact John D. Stephens, Inc. for assistance in obtaining Bonds, Credit Unes and meeting Insurance
requirements.
John D. Stephens, Inc., an Equal Opportunity Employer, states that all qualified bids will receive consideration
without regard to race, creed, religion, color. sex, national origin, marital status, physical handicap or sexual
orientation.
I
I
...............................Please fax a response to 770-979-3748. Thank you. ..~......._....
_ Yes, I will be quoting the following items:
_ No, I am not interested,
I
,
company or Inotw1Ual Rasponcung
Phone Number
For additional information or any questions, contact Jorge Garcia at 678-244-5624
Or iaarcia!6:ljohndsteohens.com
Nor
13 I'C' C)'J ,.,J. C.
I
11***********************************************************~**~*******%**~~~~~~~~~~~~~~~~~~~~~~~~~~~
* .______ P. 01 *
* TRANSACTION REPORT *
* JUN-23-2009 TUE;02:55 PM *
* *
FOR: JOHN D STEPHENS INC 770 879 3748 *
*
*
*
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DP *
*
*
*
*
2 *
* *
II ****************************************************************************************************
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PIPELINE CO:NTR.WTORS
SEND
*
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416
DATE START RECEIVER
JUN-23 02:53 PM 97703238966
TX TI ME
TOTAL :
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PAGES:
ON
\to I c..8--1A1L.
272 Hurricane Shoals Road, N.C.
Lawrenceville, GA 30046
Phone nO-972-8000 Fax no.s79--3748
FAX TRANSMITTAL
II
I
To;
Estimating Dept.
Swing Construction
From Steven Archer
John D Stephens, Inc.
.
II
Fax:
Phone;
Date:
770-323-8966
770-323-1446
6/23/09
770-979-3748
678-244-5644
Pages
.!)
RE: Main Interceptor UpQrade.Phase II
II
John D Stephens, Inc_ Is soliciting pricing from certified DBE! MBE/WBE Subcontractors, Vendors & Suppliers
for work related to the construction of the Main Inwrceptor Upgrade-Phase" for Augusta Utilities Department
in Augusta, GA, whIch bids July 14, 2009 at 3:00 P.M.
Fax your bid for the following scope of work by July 10, 2009 to 770-979-3748: C)nslte & Offslte Hauling,
Gravel & Stone Hauling, Clearing, Fencing, Grassing & Erosion Control, Manholes, Concrete & Asphalt Paving
& Restoration, Portable Toilets. utility Location, and Landscaping. Please include proof of minority status.
It is your responsibility to tam 1I1arlze yourself with the contract documents to identify the scope prior to
submitting your pricing. See attached Invitation to Bid for viewing Plans and Specifications. In an effort to
assist all DBElMBElWBE companies, plans and specs may also be viewed and downloaded at our ftp site at
ftll:{/idsfto.lohndsteohens.com; user name: main; password: interceptor.
I
I
John D. Stephens, Inc. will break down or combine elements of work Into economically feasible units on a case
by case basis, and negotiate in good faith with anyone that requests such breakdowns. Interested bidders may
conlact John D. Stephens, Inc. for assistance In obtaining Bonds, Credit Lines and meeting Insurance
requirements.
I
John D. Stephens, Inc., an Equal Opportunity Employer, states that all qualified bids will receive consideration
without regard to race, creed, religion, color, sex, national origin, marital status, physical handicap or sexual
orientation.
I
"'-'~-""""""'''Please fax a response to 770-979-3148. Thank you. ................................
_ Yes, I will be quoting the following Items:
_ No, I am not interested.
II
,
Company Of 1n<1lV1C1UaI Hl'lSponalng
Phone Numl:lel'
For additional information or any questions, contact Jorge Garcia at 618-244-5624
Or loarciala>.iohndsteohens.com
I
1**********************************************************l~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
;j( P.01 *
* ~_______ TRANSACT I ON REPORT *
* JUN-23-2009 TUE ;03: 12 PM *
* *
FOR: JOHN D STEPHENS INC 770 979 3748 *
*
*
*
*
M~ DP *
*
*
*
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TOTAL : 32S PAGES: 2 *
* *
1****************************************************************************************************
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413
DATE START RECEIVER
JUN-23 03:12 PM 97704824422
TX TI ME
INo~
1
61 i)Ol'''-'-& .
JOHN-D..STEPHENS,INC
PIPELINE CONTRACJ'OBS
272 Hurricane Shoals Road, N.E.
Lawrenceville, GA 30046
Phone no-972-S000 Fax nO-979-374S
FAX TRANSMITTAL
I
To:
Estimating Dept.
A&S Paving
From Steven Archer
John D stephens. Inc.
.
1
Fax:
Phone:
Dale:
n0-482-4422
770-482-1597
6/23/09
770-979-3748
678-244-5644
Pages
8.
RE: Main Interceptor Uparade-Phase II
I
John D Stephens. Ine. Is soliciting pricing from certified DBE! MBEM/6E Subcontractors. Vendors & Suppliers
for work related to the construction of the Main Interceptor Upgrade-Phase II for Augusta Utlrrties Department
in Augusta. GA, which bids July 14, 2009 al3:oo P.M.
Fax your bid for tile following scope of work by July 10,2009 to nO-979-374S: Onsite & Offslte Hauling,
Gravel 8. Stone Hauling, Clearing, Fencing, Grassing & Erosion Control, Manholes, Concrete & Asphalt paving
& Restoration, Portable Toilets, Utility Location. and Landscaping. Please include proof of minority status.
Ills your responsibility to familiarize yourself with the contract documents to iclentlfy the scope prior to
submilting your pricing. See attached Invitation to Bid for viewing Plans and Specifications. In an effort to
assist all D8E1MBEIW8E companies, plans and specs may alsO be viewed and downloaded at ourflp site at
ftl2:/ijdsftD.lohndsteot-lens.com: user name: main; password: interceptor.
I
I
John D. Stephens. Inc. will break down or combine elemenls of wor\< Inlo economically feasible units on a case
by case basis, and negotiate in good faith with anyone that requests such breakdoWJ1$. Interested bidders may
contact John D. Stephens, Ine. for assistance in obtaining Bonds, Credit Lines and meeting Insurance
requirements.
I
John D. Stephens, Inc., an Equal Opportunity Employer, states that all qualified bids will receive consideration
without regard to race, creed, religion, color, sex. national origin, marital status, physical handicap or sexual
orientation.
I
.................................-Please fax a response to nO-979-374S. Thank you. ......-..........-...
--;/Yes, I will be quoting the following items:
~ No, I <1m not Interested.
I
,
Campa"y or lnQMQU31 RNJ)Ol'lOInG
PhOne i'Nmbet
For additional information or any questions, contact Jorge Garcia at 678-244-5624
Or iqarclat5>.lohndsteohens.com
1
*
:I(
JUN-23-2009 TUE;02:51 PM *
:I(
*
*
*
*
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*
*
*
*
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* *
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~ ~' TRANSACT I ON REPORT
*
*
FOR:
JOHN D STEPHENS INC
770 979 3748
*
*
*
I~
:I:
*
SEND
DATE START RECEIVER
JUN-23 02:50 PM 94047990251
TX TI ME
37/1
PAGES TYPE
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412
(p/~'i /0'1
JOHN.DI'STEPHENS\ INC
PIPEI.JNE CONTRACl'ORS
272 Hurricane Shoals Road, N.E.
Lawrenceville, GA 30046
Phone 770-972-8000 Fax 770-979-3748
FAX TRANSMllTAL
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I
To:
.
Fax:
Phone:
Date:
Estimatlng Dept.
RA Smith Asphalt
404-799-0251
404-799-3332
6/23/09
From Steven Archer
John 0 Stephens, Inc.
770-979-3748
678-244-5644
Pages A
I
RE: Main Interceptor Uparade-Phase II
I
John 0 Stephens, Inc. Is soliciting pricing from certified DBEI MBElWBE SubcontractoP.l, Vendors & SupplieP.l
for work related to the constructlon of the Main Interceptor Upgrade-Phase II for Augusta Utilities Department
In Augusta, GA, which bids July 14, 2009 at 3:00 P.M.
Fax your bid for the following scope of work by July 10, 2009 to 770-979-3748: Onsite & Offslte Hauling, .
Gravel & Stone Hauling, Clearing, Fencing, Grassing & erosion Control, Manholes, Concrete & Asphalt Paving.
& Restoration, Portable Toilets, Utility location, and Landscap ing. Please inolude proof of minority status.
It Is your responsibility to familiarize yourself with the contract documents to identify the scope prior to
submitting your pricing. See attached Invitation to Bid for viewing Plans and Specifications. In an effort to
assist all DBElMElEIVV8E companies, plans and specs may also be viewed and downloaded at our ftp site at
ftp:ffidsfto.lohndstephens.com: user name; main; password: Interceptor.
John D. Stephens, Inc. will break down or combine elements of work into economically feasible unlls on a case
by case basis, and negotiate in good faith with anyone that requests such breakdowns. Interested bidders may
contact John D. Stephens, Inc. for assistance in obtaining Bonds, Credit Lines and meeting Insurance
requirements.
I
I
I
John D. Stephens, Inc., an Equal Opportunity Employer, states that all qualified bids will receive consideration
without regard to race, cread, religion, color, sex, national origin. marital status, physical handicap or sexual
orientation.
I
......_..................~Please fax a response to 770-979.3748. Thank you. ................................
_ Yes, I will be quoting the following Items:
_ No. I am not interested.
I
,
(;ompany or IndlvldUBI RespondIng
Phone Number
For additional information or any questions. contact Jorge Garcia at 678-244-5624
Or loarcia@iohndsteDhens com
I
Jt:
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:I:
:t:
*
>>:
:I:
* *
* SEND *
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I; DATE START RECEIVER TX TIME PAGES TYPE ;
II- JUN-23 02: 49 PM 97702202628 30" 2 FAX TX OK 411 *
I~ *
* TOTAL 30S PAGES: 2 :t:
* *
*************>>:******************************************************************>>:*******************
I
I *)f.)f.IO. If- 1I-II-II-II-iI\II- 11-41 i!\ i!\/I""'" II-lf\lf\iI\lI-iI\ If\iI\ If\iI\iI\iI\iI\iI\JI\iI\ JI\ '. '1'''''1'''''1''1''1'''''''''' "......"..."",.,. ". "..,...."...."....... ........................ . .
TRANSACTION REPORT
P.01
JUN-23-2009 TUE;04:50 PM
FOR:
JOHN D STEPHENS INC
770 979 3748
(p/Zq /Dq
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: .JOHND,STEPHRNSJNC"..
PIPBLINE CONTRACfORS
272 Hurricane Shoals Road, N.E.
Lawrenceville. GA 30046
Phone 770-972-BOOO Fax 770-979-3748
FAX TRANSMITTAL
1 ~'(eo
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To:
Estimating Dept.
Atlanta Paving and Construction
From Steven Archer
John D Stephens. Inc.
.
I
Fax:
Phone:
Date:
770-220-2628
770-220-0228
6/23/09
770-979-3748
678-244-5644
Pages J.
RE: Main Interceptor Upgrade-Phase II
I
John D Stephens, Ine. Is soliciting pricing from certified DBE/ MBE/WBE Subcontractors, Vendors & Suppliers
for work related to the construction of the Main Interceptor UpgradiH"haso II for Augusta Utilities Department
In Augusta, GA, which bids July 14. 2009 et 3:00 P.M.
Fax your bid for the following scope of work by July 10, 2009 to 770-979-3746: Onsite & Offsite Hauling,
Gravel & Stone Hauling, Clearing, Fencing, Grassing & Erosion Conll'ol, Manholes, Concrete & Asphalt Paving
& Restoretion, Portable Toilets, Utility Location, and Landscaping. Please indude proof of minority status.
It Is your responsibility to famlllarize yourself with the contract documents to Identify the scope prior to
submitting your pricing. See attached Invitation to Bid for viewing Plans and Specifications. In an effort to
assist all PBEiMBE/WBE companies, plans and specs may also be viewed and downloaded at ourftp site at
ftp:/Iidsflp.iohndstephens.com; user name; main; password: Interceptor.
John D. stephens, Ine, wlll break down or combine elements of work into economically feasible units on a case
by case basis, and negotiate In good faith with anyone that requests such breakdowns. Interested bidders may
contact John D. Stephens, Inc. for assistance in obtaining Bonds. Credit Lines and meeting Insurance
requirements.
I
I
I
John D. Stephens, Ine" an Equal Opportunity Employer, states Ihat all qualified bids wiU receive consideration
without regard to race, creed. religion, color, sex, national origin, marital status. physical handicap or sexual
orientation.
I
-............_..~.....Please fax a response to 770-979-3748. Thank you. ___u'" ..............
_ Yes, I will be quoting the following Items:
_ No, I am not interested.
I
,
Company or ItlQIVlOual R.espondlng
Phone Number
For additional information or any questions, contact Jorge Garcia at 678-244-5624
Or I!=!arcla@johndstephens.com
I
I ~"'~"'~"')j;"'~JI("',l;"''''''')j;)j;U:)j;)j;''';f.JI\JI(;f.JI(JI(JI\JI(JI\JI\JI\JI\JI\JI\''''''''''''''''''''''''''''''''''''''''''''''''''''''"''''4\1\\1\\1\\1\\1\\1\\1\\1\\1\\'''''' "'''' "'''''''"..,.."''''''"..,,'''',,.,..,.......P: ..oi.....u.....i
~ TRANSACTION REPORT JUN-23-2009 TDE,02:46 PM ~
* *
FOR: JOHN D STEPHENS INC 770 979 3748 *
:+:
:+: :+:
* SEND :+:
* :+:
I ; DATE START RECEIVER TX TIME PAGES TYPE NOTE 11# DP ~
* JUN-23 02:45 PM 97709221252 l'23H 2 FAX TX OK 408 *
* *
I ~ 2 !
11\ TOTAL : 1M 238 PAGES: '"
* *
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::'JOHN D. STEPHENS, INC
PIPELINE CONTRACTORS
272 Hurricane Shoals Road, N.E.
Lawrenceville. GA 30046
Phone 77D-972-S000 Fax 77D-979-3746
FAX TRANSMITTAL
I
I
To:
Estimating Dept
Deblew Trucking
From Steven Archer
John 0 stephens, Inc.
.
Fax:
Phone:
Date:
770.922.1252
770-922-1252
6/23/09
770-979-3748
678-244-5644
Pages !J-.
I
RE: Main InterceDtor UDQrade-Phase II
I
John D Stephens, Inc. is soliciting pricing from certified PBEl MBElWBE $upcontraclors. Vendors & Sl,lppliel$
for work related to the construction of the Main Interceptor Upgrade-Phase II for Augusta Utilities Department
in Augusta. GA. which bids Jl,lly 14, 2009 at 3:00 P.M.
Fax your bid for the following scope of work by July 10, 2009 to 77D-979-3746: Onslle & Offsite Hauling,
Gravel & Stone Hauling, Clearing, Fencing, Grassing & Erosion CO(ltrol, Manholes, Concrete & Asphalt Paving
& Restoration, Portable Toilets, Utility location, and landscaping. Please include proof of minority status.
It is your responsibility to familiarize YOI,l~elf with the contract documents to identify the scope prior t<:>
submitting your pricing. See attached Invitation to Bid for VieWing Plans and Specifications. In an effort to
assist all DI3E1MBENVBE companies, plans and specs may also be viewed and downloaded at ourflp site at
ftp:/Iidsfto.iohndsteohens.com: user name: main; password: Interceptor.
I
I
John D. Stephens, Inc. will break down or combine elements of work Into economically feasible units on a case
by case basis, and negotiate In good faith with anyone that requests such breal<c:Iowns. Interested bidde~ may
contact John D. Stephens, Inc. for assistance in obtaining Bonds, Credit Lines and meeting Insurance
requirements.
I
John D. Stephens. Inc., an Equal Opportunity Employer. states that all qualified bids will receNe consideration
without regard to race, creed, religIon, color, sex, national origin, marital status, physical handicap or sexual
orientation.
I
.......................................Please fax a response to 770-979-3748. Thank you. ......._..........,.....,........
_ Yes, I will be quoting the (ollowlng items:
_ No. I am not interested.
I
,
COI11ptlny or IncJlVlcIual RespondIng
Phone Number
For additional information or any questions, contact Jorge Garcia at 678-244-5624
Or iQarcialaliohndstephens.com
I
I
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FOR:
JOHN D STEPHENS INC
770 979 3748
SEND
DATE START RECEIVER
JUN-23 02:47 PM 917066679905
TX TI ME
35/1
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JOHN.H. STEPHENS, lNc
PIPELINE CONTRAcroRS
272 Hl.lrricane Shoals Road. N. E.
Lawrencevllle, GA a0046
Phone no-972-8000 Fax 770-979-3746
FAX TRANSMITTAL
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To: Estimating Dept. From Steven Archer
Jeffery Harris Trucking John D Stephens, Inc. 5A-"-\D J 6..Kt
Fax: 706-667-9905 770-979-3748 J~~ LrtNOf'iu.. .
Phone: 706-667-9903 678.244-5644
Date: 6/23/09 Pages J..
RE: Main Interceptor Upgrade-Phase II
.
I
I
John D Stephens, Inc. is soliciting pricing from certified DBE! MBENVBE Subcontractors, Vendors & Suppliers
for work related to the construction of the Main Inten:eptor Upgrade-Phase II for Augusta Utilities Deparbnent
in Augusta. GA. which bids July 14. 2009 at 3:00 P.M.
Fax your bid for the following scope of work by July 10, 2009 to 770-979-3748: Onslte & Offsite Hauling,
Gravel & Stone Hauling. Clearing, Fencing. Grassing & Erosion Control, Manholes, Concrete & Asphalt Paving
& Restoration, Portable Toilets, Utility Location, and landscaping. Please Include proof of minority status.
It is your responsibility 10 famillarjze yourself with the contract documents to identify the scope prior to
submitting your pricing. See attached Invitation to Bid for viewing Plans and Specifications. In an effort to
assist all DBEIMBEfWBE companies, plans and specs may also be viewed and downloaded at our flp site at
ftp://ldsftp.iohndstephens.com: user name: main; password: interceptor.
John D. Stephens, I nc. will break down or combine elements of work into economically feasible units on a case
by case basis, and negotiate in good faith with anyone that requests such breakdowns. Interested bidders may
contact John D. Stephens, Inc. for assistance in obtaining Bonds, Credit Lines and meeting Insurance
requirements.
I
I
I
John D. Stephens, Inc., an Equal Opportunity Employer, states that all qualified bids will receive consideration
without regard to race, creed, religion, color, sex. national origin. marital status, physical handicap or sexual
orientation.
I
..............................Please fax a response to 770.97g.3748. Thank you. ~._...............-....
_ Yes. I will be quoting the following items:
_ No, I am not interested.
I
,
CompanY' or lndlviduDI Rosponcll.nSl
Phone Number
For additional Information or any questions, contact Jorge Garcia aI678-244-5624
Or ioarcia(ciliohndsteohens.com
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JOHN D STEPHENS INC
770 979 3748
I
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DATE START RECEIVER
JUN-23 02:43 PM 96783238303
TX TI ME
49"
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--
JOHN D. STEPHENS. INC
PIPELINE CONTRACfORS
272 Hurrieane Shoals Road. N.E.
Lawrencevllle, GA 30046
Phone 770-972-8000 Fax 770-979-3748
FAX TRANSMITTAL
I
W I LA.... ~vof€. lV1~HA-
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To:
Estimating Oept
MAR. Trucking
From Steven Archer
John D stephens, Inc:.
.
I
Fax: 678-323-8303
Phone: 770-323-1000
Date: 6/23/09 Pages
RE: Main Interceptor Upgrade-Phase II
770-979-3748
678-244-5644
!J...
I
John D Stephens, Inc. is soliciting pricing from certified DBEI MBElWBE Subcontractors, Vendors & Suppliers
for work related to the construction of the Main Interceptor Upgrade-Phase II for Augusta Utilities Department
in Augusta, GA, whieh bids July 14, 2009 at 3:00 P.M.
Fax your bid for the following scope of.work by July 10, 2009 to 770-979-3748: Onsite & Offslte Hauling,
Gravel & Stone Hauling. Clearing, Fencing, Grassing & Erosion Control. Manholes, Concrete & Asphalt Paving
& Restoration, Portable Toilets, Utility Location, and Landscaping. Please include proof of minority status.
It Is your responsibility to familiarize yourself with the contract documenls to identify the scope prior to
subm1ttlng your pricing. See attached Invitation to Bid for viewing Plans and Specifications. In an effort to
assist ail DBEIMBEJWBE companies, plans and specs may also be viewed and downloaded at our ftp site at
ftD:/lidsftD.lohndsteohens.com; user name: main; password: interceptor.
John D. Stephens, Inc. will break down or combine elements of work Into economically feasible unils on a case
by case basis, and negotiate in good faith with anyone that requests such breakdowns. Interested bidders may
conlae! John D. Stephens, Inc. for assistance in Obtaining Bonds, Credit LInes and meeting Insurance
requirements.
I
I
I
John D. Stephens, Inc., an Equal Opportunity Employer. states that all qualified bids win receive consideration
without regard to race, creed. religion, color, sex, national origin. marital status, physical handicap or sexual
orientation.
I
.......-...*""*"**.......Please fax a response to 770-979-3748. Thank you. ..................~.........
_ Yes, I wlil be quoting the following items:
_ No, I am not interested.
I
,
CompanY or Indrv/(lU3I Rt5po1'lOmg
Phone filumbet'
For addltlonallnformatlon or any questions. contae! Jorge Garcia at 678-244-5624
Or iaarciatii!iohndsteDhens.com
I
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FOR:
JOHN D STEPHENS INC
770 979 3748
I
SEND
DATE START RECEIVER
JUN-24 09:50 AM 97702344242
TX TI ME
I' 13/1
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2 FAX TX
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JOHN.D. STEPHENS. INC,
PIPELINE CONTRACCORS
--
I
272 Hurricane Shoals Road, N.E.
Lawrenceville, GA 30046
Phone n0-972-8000 Fax n0-979-3748
FAX TRANSMITTAL
I
To:
Estimating Dept.
Lazarus Trucking
From Steven Archer
John D Stephens, Inc.
.
Fax:
Phone:
Date:
770-234-4242
770-733-8180
6/23/09
770-979-3748
678-244-5644
Pages /A
I
RE: Main Interceptor Uparade-Phase II
I
John 0 Stephens, Inc. is soliciting pricing from certified DBEI MBElWBE Subcontractors, Vendors & Suppliers
for work related to the construction of the Main Interceptor Upgrade-Phase II for Augusta Utilities Department
in Augusta, GA. which bids July 14, 2009 at 3:00 P.M.
Fax your bid for the fOllowing scope of work by July 10, 2009 to nO-979-3748: Onsite & Offsite Hauling,
Gravel & Stone Hauling, Clearing, Fencing, Grassing & Erosion Control, Manholes, Concrete & Asphalt Paving
& Restoration, Portable Toilets, Utility Location, and Landscaping. Please include proof of minority status.
It is your responsibility to familiarize yourself with the contract documents to identify the scope prior to
submitting your pricing. See attached Invitation to Bid for viewing Plans and Specifications. In an effort to
assist all DBElM8E/W8E companies, plans and specs may also be viewed and downloaded at our fIp site at
flp:/Iidsflpjohndstephens.com; user name: main; password: interceptor.
John D. Stephens, Inc. will break down or combine elements of work Into economically feasible units on a case
by case basis, and negotiate in good faith with anyone that requests such breakdowns. Interested bidders may
contact John D. Stephens, Inc. for assistance in obtaining Bonds, Credit Lines and meeting Insurance
requirements.
I
I
I
John D. Stephens, Inc., an Equal Opportunity Employer, states that all qualified bids will receive consideration
without regard to race, creed, religion, color, sex, national origin,. marital status, physical handicap or sexual
orientation.
I
........-.........-Please fax a response to 770-979-3748. Thank you. .........._***.........-
_ Yes, I will be quoting the following items:
_ No, I am not interested.
I
'lmOL; l~d
I
Company or Individual Responchng
Phone Number
For additional informalion or any questions, conlact Jorge Garcia at 678-244-5624
Or ioarcia<<iliohndstephens.com
0- ~L\ -C~i
I~~~~~~~~~~~~~~~~~~~~~*************~~~~~~~~~~~*~*************~*~***********~~~***~**~*~*~~*~*~**~****
* P,Ol :I:
*~ TRANSACTION REPORT :I:
JUN-23-2009 TUE;03:11 PM :I:
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1_E-f'f' 1--1 ~'5 ,.r-&,. Z
FOR:
JOHN D STEPHENS INO
770 979 3748
*
*
*
I;
*
*
I;
SEND
DATE START RECEIVER
JUN-23 03:10 PM 97707888820
TX TI ME
**'**"
PAGES TYPE
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BUSY
MjI:
408
TOTAL :
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: .JOHN D.StEPHENSJNC .,
PJPELlNE CONTRACl'ORS
I
I
272 Hurricane Shoals Road, N.E.
LawrenceVllle, GA 30046
Phone 770-972.8000 Fax 770-979-3748
FAX TRANSMITTAL
I
To:
Estimating Dept.
Harrell Hauling
From Steven Archer
John D Stephens, Inc.
.
Fax:
Phone:
Date:
770-788-6620
770-788-6220
6/23/09
770-979-3748
67B-2.44-5644
Pages ,J.,
I
RE: Main Interceptor Uparade-Phase 1I
I
John D Stephens, Ine. is soliciting pridng from certified DBEI MBEJWBE Subcontractors, Vendors & Suppliers
for work related to t/'le construetlon of the Main lnwreepmr UpgradlJ-Phase II for Augusta Utilities Department
in Augusta, GA, which bids July 14, 2009 at 3:00 P.M.
Fax your bid for the fOllowing scope of work by July 10, 2009 to 770..979-3748: Onslte & Offsite HaUnng.
Gravel & stone Hauling, Clearing, Fencing, Grassing & Erosion Control, Manholes, Concrete & Asphalt Paving
& Restoration, Portable Toilets, Utl1lty location, and Landscaping. Please Include proof of minority status.
It is your responsibility to famiHarize yourself With the contract documents to Identify the scope prior to
SUbmitting your pricing. See attached Invitation to Bid for viewing Plans and Specifications. In an effort to
assist all DBEIMBE/WBE companies, plans and specs may also be viewed and downloaded at our ftp site at
fto:/lidsfto.iohndsteohens.com; user name: main; password: interceptor.
John D. Stephens, Inc. will break down or combine elements of work into economically feasible units on a case
by case basis, and negotiate in good faith with anyone that request!; such breakdowns. Interested bidders may
contact John P. Stephens, Inc. for assistance in obtaining Bonds, Credit Unes and meeting Insurance
requirements.
I
I
I
John D. Stephens, Inc., an Equal Opportunity Employer, states t/'lat all qualified bids will receive consideratIon
without regard to race, creed, religion, color, sex, national orl9in, marital status, physical handicap or sexual
orientation.
I
..----.~Please fax a response to 770-979-3748. Thank you. _.......~..........*"
_ Yes,l will be quoting the following Items:
_ No, I am not interested.
I
,
COmpany or Il'ldNIduaI Responding
Ptloo. "'umbelt
For additional information or any questions, contact Jorge Garcia at 678-244-5624
Or loarcia@johndsteohens.com
I
I **************************************~~~~~~~~~~~~~*************~~**~*~***~~~~~~~~~~~~~~~~~~~~~~~~~~
* P,Ol *
* ~ TRANSACT I ON REPORT *
* JUN-23-2009 TUE;03:14 PM *
* *
FOR: JOHN D STEPHENS rNC 770 979 3748 *
*
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*
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*
*
*
*
OS PAGES: 0 *
* *
I ****************************************************************************************************
&/2pIID 1 .
*
*
*
I~
*
I~
SEND
DATE START RECEIVER
JUN-23 03:13 PM 97707871664
TX TI ME
**' **"
PAGES TYPE
o FAX TX
NOTE
BUSY
M:It
415
TOTAL :
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I
Le';FJ f..A;es5rf6 b
OlJ VOra::MAi'L..
JOHN,D, STEPHENS. INC
PIPELINE CONTRACl'ORS
272 Hurricane Shoals Road, N.J::.
Lawrenceville, GA 30040
Phone 770-972-8000 Fax 770-979-3748
FAX TRANSMITTAL
I
I
To:
Estimating Oept. '
0&0 Elliot Enterprise
From Steven Archer
John 0 Stephens, Inc.
.
I
Fax:
Phone:
Date:
nO-787-1664
678-994-1851
6/23/09
nO-979-3748
678-244-5644
Pages
'"
RE: Main Interceptor Uparade-Phase II
I
John D Stephens, Inc. is soliclling pricing from certified DeEJ MBEMlBE Subcontractors, Vendors & Suppliers
for work related to the construction of the Main Interceptor Upgrade-Phase II for Augusta Utilities Department
in Augusta, GA, which bIds July 14, 2009 at 3:00 P.M.
Fax your bid fQrthe following scope of work by JUly 10,2009 to 770-979-3748: Onsite & Offsite Hauling,
Gravel & Stone Hauling, Clearing, Fencing, Grassing & Erosion Control, Manholes, Concrete & Asphalt Paving
& Restoration, Portable Toilets, Utility Location, and landscaping. Please include proof of minority status.
It ili your responsibility to familiarize yourself with the contract documents to identify the scope prior to
submitting your pricing. See attached Invitation to Bid for viewing Plans and Specifications. In an effort to
assist all DBElMBEIWBE companies, plans and specs may also be vIewed and downloaded at our ftp site at
flo:/Iidsfto,iohndsteohens.com; user name: main; password: interceptor.
John D. Stephens. Inc. will break down or combine elements of work Into economically feasible units on a case
by case basis, and negotiate in good faith with anyone that requests such breakdowns. Interested bidders may
eontact John D. Stephens, Inc. for assistance in obtaining Bonds, Credit Lines and meeting Insurance
requirements.
I
I
I
John D. Stephens, Ine., an Equal Opportunity Employer, states that all qualified bids will receive consideration
without regard to race, creed, religion, color, sex, national origin, marital status, physical handicap or sexual
orientation.
I
..........-..'"'*"-......Please fax a response to 770-979-3748. Thank you. ...--.................
_ Yes, I wlll be quoting the following Items:
_ No, I am not Interested.
I
,
companv or Im:ll...Jdual ResponDing
Fhanl!t Numbtr
For additional Information or any questions, contact Jorge Garcia at 678-244-5624
Or loarcia@iohndsteohens.com
I
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L_-----<' TRANSACTION REPORT JUN-23-2009 TUE; 03: 13 PM !
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JOHN D STEPHENS INC
770 979 3748
I
SEND
DATE START RECEIVER
JUN-23 03:12 PM 97704830837
TX TI ME
u'n"
PAGES TYPE
o FAX TX
NOTE
BUSY
M:If
414
I
~ JOHN'D. STEPHENSJNC
PIl'ELINE CONTRACTORS
I
272 Hurricane Shoals Road, N.E.
La~encevrne,GA30046
Phone 770-972-8000 Fax 770-979-3748
FAX TRANSMITTAL
I
To:
Estimating Dept.
Sly, Sly, & Pittman
From Steven Archer
John D Stephens, Inc.
.
I
Fax:
Phone:
Date:
770-483-0837
770-483-0837
6/23/09
770-979-3748
678-244-5644
Pages
~
RE: Main InterceDtor Upgrade-Phase II
I
John D Stephens, Inc. is SOliciting pricing from certified DBEI MBE/WBE SUbcontractors. Vendors & Suppliers
for work related to the construction of the Main InteJ'QGptor Upgrade.Phase II for Augusta Utilities Department
In Augusta, GA, which bids July 14, 2009 at 3:00 P.M.
Fax your bid for the fOllowing scope of work by July 10, 2009 to 770-979-3748: Onsite & Offslte Hauling,
Gravel & Stone Hauling, Clearing, Fencing, Grassing & Erosion Control, Manholes, Concrete & Asphalt Paving
& Restoration, Portable Toilets, Utility Location, and Landscaping. Please Include proof of minority status.
It Is your responsibility to familiarize yourself with the contract documents to identify the scope prior to
submitting your pricing. See attached Invitation to Bid for Viewing Plans and Specifications. In an effort to
assist all DBElMBE/WBE companies, plans and specs may also be viewed and downloaded at our tip site at
ftp:/lidsflo.iohndsteDhens.com; user name: main; password: interceptor.
John D. Stephens, Inc. will break down or combine elements of work into economically feasible units on a case
by case basis, and negotiate in good faith with anyone that requests such braakdowns. Interested bidders may
contact John D. Stephens, Inc. for assistance in Obtaining Bonds, Credit Lines and meeting Insurance
requirements.
I
I
I
John D. Stephens, Inc., an Equal Opportunity Employer, states that all qualified bids will receive consideration
without regard to race, creed, religion, color, sex. nalional origin, marital status, physical handicap or sexual
orientation.
I
-.-..........-.........Please fax a response to 770-979.3748. Thank you. .................................
_ Yes, I will be quoting the followin9 items:
_ No, I am not interested.
I
,
Company 0' InalVlOlJ.l:l t{eepondlng
Phone Number
For additional information or any questions, contact Jorge Garcia at 678-244-5624
Or ;qarciat<iliohndstephens.com
I
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----
I
FOR:
JOHN D STEPHENS INC
770 979 3748
SEND
DATE START RECEIVER
JUN-23 03:18 PM 917088864442
TX TI ME
**'U"
PAGES TYPE
o FAX TX
NOTE
BUSY
420
I
DIfJ I'D
~D-
: 'JOHN D.-STEPHENS, me
PIPELINE CONTRAcroRS
I
272 Hurricane Shoals Road, N.c.
Lawreneevllle, GA 30046
Phone 770-972-8000 Fax 770-979--3746
fAX TRANSMITTAL
I
To:
Estimating Dept.
Tugaloo Environmental Services
From Steven Archer
John D Stephens, Inc.
.
Fax:
Phone:
Date:
706-886-4442
706-244-0286
6/23/09
770-979-3748
678-244-5644
Pages ~
I
RE: Main Interceptor UpQrade-Phase n
I
John 0 Stephens, Inc. is soliciting pricing from certified DBE! MBEIWBE Subcontractors, Vendors & Suppliers
for work related to the construction of the Main Interceptor Upgrade-Phase II for Augusta Utllltles Department
in Augusta, GA. which bids July 14, 2009 ilt 3:00 P.M.
Fax your bid for the foRowing scope ofworl< by July 10. 2009 to 770-979-3746: Onsile & Offsile Hauling,
Gravel & stone Hauling, Clearing, Fencing, Grassing & Erosion Control, Manholes, Concrete & Asphalt Paving
& Restoration, Portal;lle Toilets, Utility Location, and Landscaping. Please Include proof of minority status.
It Is your responsibility to famllia~e yourself with the contract documents to identify the scope prior to
submitting your pricing. See attached Invitation to Bid for Viewing Plans and Specifications. In an effort to
assist all DBE!MBElWBE companies, plans and specs may also be viewed and downloaded at ourftp site at
fto:/IIdsflo.iohndsteohens.com; user name; main; password: Interceptor.
John D. Stephens, Inc. will break down or combine elements of work Into economically feasible units on a case
by case basis, and negotiate In good faith with anyone that requests such breakdowns. Interested bidders may
contact John D. Stephens, Ine. for assistance In obtaining Bonds, Credit Lines and meeting Insurance
requirements.
I
I
I
John D. Stephens, Inc., an Equal Opportunity Employer, states that al qualified bids will receive consideration
without regard to race, creed, religion, color, sex, national origin, marital status, physical handicap or sexuill
orientation.
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..__........~..Please fax a response to 770-979-3748. Thank you. -...............................
_ Yes. I will be quoting the following items:
_ No, I am not Interested.
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(.;ompany or InctJvt(JlJBt ReSpot\Cllng
Phone Number
For additional information or any questions, contact Jorge Garcia at 678-244-5624
Or ioarcial8llohndsleohens. com
Bj6~TI0tPad-@...WlNo:s~e~. Nd1.
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JOHN D. STEPHENS, INC.
272 HURRICANE SHOALS ROAD, NE
LAWRENCEVllLE, GEORGIA 30045
OFFICE 770-972-8000
FAX 770-979-3748
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EEO Policy Statement
The hiring policy of John D. Stephens, Inc. is that we hire, promote and train competent
people, regardless of race, color, religion, sex, age, handicap, national origin, disability or
veteran status.
It is the Policy of the company to comply with all executive orders and to make this
intention clear to all individuals and any agency supplying employees to this company.
Applicants and employees will be treated equally in consideration of advancements,
transfer, promotion, benefits and compensation.
All Vietnam era veterans, specially disabled veterans and persons with disabilities are
invited to identify themselves as such to the EEO Officer. This invitation is to be
voluntarily provided and will be kept confidential.
The company policy on firing or layoff employees is the same as that of hiring.
Mitchell D. Stephens
President
Laura Dickey
EEO Officer
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JOHN D. STEPHENS, INC.
272 HURRICANE SHOALS ROAD, NE
LAWRENCEVILLE, GEORGIA 30045
OFFICE 770-972-8000
FAX 770-979-3748
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AFFIRMATIVE ACTION PROGRAM
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PURPOSE
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1.
The principal goal of our program is to ensure equal employment opportunity for minorities and females,
and to ensure and maintain a working environment free of harassment, intimidation and coercion at all
places of employment.
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2.
John D. Stephens, Inc. has adopted the following Affirmative Action Program to be instituted in order to
comply with Title VII of the Civil Rights Act of 1964 entitled Equal Employment Opportunity and to
comply with Executive Order 11246 and subsequent orders, if any.
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POLICY
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1.
John D. Stephens, Inc. is committed to nondiscrimination in hiring and employment. Applicants will be
considered without regard to sex, national origin, age, race, color, religion, disability or veteran status.
Employees will be treated equally in consideration of advancements, including transfer, promotion, benefits
and compensation. Disabilities caused by pregnancy will be treated like any other temporary disability
under health insurance, and sick leave plans. Nondiscrimination has always been practiced by John D.
Stephens, Inc. and will continue to be our policy.
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2. In addition to nondiscrimination, John D. Stephens, Inc. will actively seek to employ persons who have
historically been denied the opportunity to participate on an equal basis in the business community. We
will encourage and cooperate with our clients, subcontractors, suppliers and authorized agencies to promote
the training, employment and advancement will of females and minority groups be awarded without regard
to characteristics not relating to actual qualifications and/or requirements.
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RESPONSIBILITIES
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1.
To oversee the implementation of these policies John D. Stephens, Inc. has appointed Jennifer Butler as
Equal Employment Opportunity Officer.
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2.
The responsibilities of the E.E.O. Officer include, but are not limited to, the following duties:
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a. The development and implementation of policies.
b. The dissemination of the Company's policies both internally and externally.
c. Monitoring and reporting to the Chairman and other supervisory personnel the latest developments
in the areas of affmnative action.
d. Identifying and overcoming roadblocks to nondiscrimination and affirmative action.
e. Periodically discussing the Company's goals and accomplishments in the areas of equal
opportunity with John D. Stephens, Inc. managerial staff.
f. Conducting orientation lectures for all new managerial employees to ensure familiarity with the
Equal Employment Opportunity Policy.
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AFFIRMATIVE ACTION PROGRAM
John D. Stephens, Inc.
Page2
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DISSEMINATION OF POLICY
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Internal- The Company will:
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Review this policy in semi-annual management and supervisory meetings.
Enact this policy in all hiring and employment procedures.
Attest to the Company's policy of nondiscrimination and affirmative action in job interviews.
Periodically review and update the policy with all employees responsible for hiring and/or
supervising personnel, and any other employees in a position to transmit or enhance John D.
Stephens, Inc. Affirmative Action Program.
Post on all jobsite and office bulletin boards John D. Stephens, Inc.'s Affirmative Action Program.
Consider in evaluating job performance the effectiveness of managerial and supervisory personnel
in the implementation of the Company's policies.
Assign inexperienced minorities and female personnel to on-the-job training work, when such
work is available.
Maintain a current file of names, addresses, and telephone numbers of each minority or female
applicant or agency referral and record the reason if such a person is not employed.
Notify the Compliance Director when recruitment sources fail to supply minority persons or
women requested.
Encourage present minority and female employees to recruit other minority persons and women
and where reasonable provide after school and vacation employment to minority and female
youths.
Review on each job all employees' work for job progression and promotional opportunities without
discrimination.
Ensure that seniority, work assignments, and job classifications are not used to promote
discriminatory practices.
Ensure that all facilities and company activities and programs are nonsegregated.
Document all Affirmative Action activities so as to show results obtained and that good faith
actions have been taken.
Document and maintain a record of all solicitation of others for sub-contracts from minority or
female construction contractors and suppliers.
Contribute to or utilize Training Programs which include minorities and females.
Supply management leadership in recruiting and promoting females and minorities.
Equitably administer and validate any employment prerequisites such as education and/or testing.
Conduct a review, no less than annually, of all supervisors' adherence to and performance under
John D. Stephens, Inc.'s Equal Employment Opportunity Policies and Affirmative Action goals.
Conduct a review, no less than biannually, of the Company's effectiveness in meeting goals and
timetables.
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External - The Company will:
a.
Disseminate the Contractor's E.E.O. policy to referral agencies and training programs, requesting
their cooperation.
Maintain a current list of minority and female job applicants, recruitment sources and community
organizations and provide written notification to the same when seeking employees. The Company
shall maintain a record of these individuals' and organizations' responses.
Direct recruitment efforts for minorities and female persons both oral and written to community
organizations and institutions that are likely to have such persons.
b.
c.
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AFFIRMATIVE ACTION PROGRAM
John D. Stephens, Inc.
Page 3
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d. Provide written notification to and discuss this policy with other contractors and subcontractors
with which John D. Stephens, Inc. does or anticipates doing business.
e. Place employment advertising with media with high minority and female audiences.
f. Place emphasis on our status as an Equal Opportunity Employer in all solicitations.
g. Assign, if possible, two or more women to each construction project.
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UTlLlZA TlON ANALYSIS AND PROCEDURES IN THE EVENT OF UNDERUTlLlZA nON
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John D. Stephens, Inc. will periodically evaluate the Company's utilization of females and
minorities with regard to their availability.
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2.
In job categories where John D. Stephens, Inc. should fail to utilize females or minorities with
parity to their availability for employment the Company shall:
d.
Intensify recruitment efforts through media and referral sources likely to attract females and/or
minorities.
Evaluate present employees with consideration to their capability andlor availability to assume or
be trained for positions currently deficient in females andlor minorities.
Encourage all supervisors to advocate to females and/or minorities in their employ the opportunity
for advancement within the Company.
Seek to refill vacated positions with females or minorities.
Target the deficient job categories for discussion in managerial meetings.
Ensure that selection of employees shall be based solely on job qualifications.
a.
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b.
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f.
SUMMARY
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John D. Stephens, Inc. reaffirms herewith our dedication to the principles and objective underlying this
Equal Employment Opportunity and Affirmative Action Program.
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This company recognizes the adverse effect on society when individuals and/or group are the victims of
discrimination totally unrelated to their capabilities. The company further recognizes that the effective
reversal of the effects of discrimination is contingent on the active implementation ofthe
aforestated program.
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We encourage all clients, associates, subcontractors, suppliers and employment agencies to actively
prescnbe to a policy of equal employment and affirmative action procedures.
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Acknowledged By
Date
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John D. Stephens, Inc.
Company
Mitchell D. Stephens, President
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NOTICE OF AWARD
DATE: 1010712009
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CONTRACTOR: John D. Stephens, Inc.
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ADDRESS: 272 Hurricane Shoals
Lawrencevllle
CIty
Georgia
SIBI8
30045
ZIp Code
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PROJECT: 80300007 Main Interceptor Phase II
PROJECT NO: 803QQ007
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At a meeting of the Augusta-Richmond County Commission held on 101Q6/2009 you were awarded a Contract for
the above noted Project.
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Enclosed please find 0
copies of the Contract Documents for your execution. Please complete the
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pages, affixing signatures, dates, notary and/or corporate seals, etc. where necessary and retuni to this office
10 days from the date of this letter, excluding legal Holidays.
The Certificate of Insurance must be complete.
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Power of Attorney must be submitted in triplicate; an original and two copies is pennissible.
Very truly yours,
Joe Holland. Please note that this is to notify you of the Award by Commission (docs attached) but contract
documents have not been sent with the NOA at this time. They will be sent to you soon. At that time we Will ask
you for insurance cuments and other me as applicable to the project for Contract document execution.
October
, IIl1l19
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R...."'.... uf UIho NOTICE (IF AWARD Is hereby KIcnoll'1edged tIIIa, 11I6 19 t:h dBJ of
JOHN D. STEPHENS. INC. ~
Contrac:tor .~
Please sign and return one copy of this Notice Of Award Acknowledgement to:
Augusta Utilities Deparbnenl
Attn: Joe Holland, Construction Management
360 Bay Street, Suite 180
Augusta, GA 30901
Mitchell D. Stephens, President
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S&P Project No. G124-06-o2
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
SECTION 00135 - AGREEMENT
THIS AGREEMENT, made on the day of , 20 _' by and between
AUGUSTA, GEORGIA, BY AND THROUGH THE AUGUSTA COMMISSION, party of the first
part, hereinafter called the OWNER, and ( \ohn 'D C)t-(" F-e~, Ivy, ,
party of the second part, hereinafter called the CONTRACTOR.
WITNESSETH: that the Contractor and the Owner, for the considerations hereinafter named,
agree as follows:
ARTICLE I - SCOPE OF WORK:
The Contractor hereby agrees to furnish all of the materials and all of the equipment and labor
necessary, and to perform all of the work shown on the plans and described in the specifi~tions
for the project entitled:
Main Interceptor Upgrade Replacement Phase"
Augusta, Georgia.
and in accordance with the requirements and provisions of the Contract Documents as defined in
the General and Special Conditions hereto attached, which are hereby made a part of this
agreement.
ARTICLE" - TIME OF COMPLETION - LIQUIDATED DAMAGES:
The work to be performed under this Contract shall be commenced within 1 0 calendar days after
the date of written notice by the Owner or the Contractor to proceed. All work shall be completed
within 365 calendar days with all such extensions of time as are provided for in the General
Conditions.
It is hereby understood and mutually agreed, by and between the Contractor and the Owner, that
the date of beginning, rate of progress and the time for completion of the work to bedppe
hereunder are ESSENTIAL CONDITIONS of this contract. Contractor agrees that said work Shall
be prosecuted regularly, diligently, and uninterruptedly at such rate of progress as will ensure full
completion thereof within the time specified. It is expressly understood and agreed by . and
between the Contractor and the Owner, that the time for completion of the work describe.d..herein
is a reasonable time for completion of the same, taking into consideration the average Climatic
range and construction conditions prevailing in this locality.
IF THE CONTRACTOR SHALL NEGLECT, FAIL, OR REFUSE TO COMPLETE tHE WORK
WITHIN THE TIME HEREIN SPECIFIED, then the Contractor does hereby agree, as a part of the
consideration. for. the awarding of this contract, to pay the Owner the sum of One Tho~sand
Dollars ($1 ,000.00), not as a penalty, but as liquidated damages for such breach of contract as
hereinafter set forth, for each and every calendar day that the Contractor shall be in defaUltafter
the time stipulated in the Contract for completing the work.
AGREEMENT
00135-:1
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~ l1..{l..~{D\
S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
(C) The making and acceptance of the final payment shall constitute a waiver of all claims by the
Owner, other than those arising from unsettled liens, from faulty work appearing within 12
months after final payment, from requirements of the specifications, or from manufacturer's
guarantees. It shall also constitute a waiver of all claims by the Contractor except those
previously made and still unsettled.
(D) If after the work has been substantially completed, full completion thereof is materially
delayed through no fault of the Contractor, and the Engineer, so certifies, the Owner shall
upon certification of the Engineer, and without terminating the Contract, make payment of the
balance due for that portion of the work fully completed and accepted.
Each payment shall be made under the terms and conditions governing final payment, except that
it shall not constitute a waiver of claims.
have executed this Agreement in three (3)
n original, in the year and day first mentioned
AUGUSTA, G~O.RG~ (
By: c9 J.,?( , .
A t,N.... ~~ its Mayor
,.\\' :1U\\
\ l '
./
(SEAL)
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ATTEST: /
Witness
/)~ J&(,<~,
5lfL
(SEAL)
,ATTEST:
Address:()l9 liUYVI( One f)J;LCc!s R:J Ne
l(IJ,>ye:ncf VII It, QA 3OcACt:)
Witness
AGREEMENT
00135-3
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BOND 11105322440
S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
SECTION 00140 - PERFORMANCE BOND
THIS BOND IS EXECUTED TOGETHER WITH ANOTHER BOND IN FAVOR OF THE
OWNER AS OBLIGEE CONDITIONED UPON PERFORMANCE OF THE CONTRACT.
KNOW ALL MEN BY THESE PRESENTS:
That JOHN D. STEPHENS , INC. , as Principal, hereinafter called
Contractor and TRAVELERS CASUALTY AND SURETY COMPANY, a corporation organized
, OF AMERIC.'\
an existing under the laws of the State of CT , with its principal office in the
City of HARTFORD ,State of CT , as Surety, . hereinafter called
Surety, are held and firmly bound ~nto Augusta Commission, as Obliaee herejnafter called
Owner in the penal amount EIGHl. MILLION ONE HUNDRED FOUR l.HOUSA~lIars
, TWO HUNDRED TEN A~~ ~6~100
($ 8,104,210.46 ) for the payment whereof Contractor and Surety bind themselves, their
heirs, executors, administrators, successors and assigns, jointly and severally, firmly by
these presents for the faithful performance of a certain written agreement.
WHEREAS, Contractor has by said written agreement dated entered into a
contract with the Owner for Main Interceptor Upgrade Replacement Phasell,in
accordance with the drawings and specifications issued by Stevenson & Palmer
Engineering, Inc., which contract is by reference made a part hereof, and is hereinafter
referred to as the Contract.
NOW, THEREFORE, the condition of this obligation is such that if the Contractor shall
promptly faithfully perform the Contract, then this obligation shall be null and void;
otherwise it shall remain in full force and effect.
The Surety hereby waives notice of any alteration or extension of time made by the Owner.
Whenever the Contractor shall be, and declared by the Owner to be in default under the
Contract, the Owner having performed the Owner's obligations thereunder, the Surety may
promptly remedy the default, or shall promptly:
1. Complete the Contract in accordance with the terms and conditions, or
2. Obtain a bid or bids for completing the Contract in accordance with the terms and
conditions, and upon determination by Surety of the lowest responsible bidder, or, if
the Owner elects, upon determination by the Owner and Surety jointly of the lowest
responsible bidder, arrange for a contract between such bidder and Owner, and
make available as Work progresses (even though there should be a default or a
succession of defaults under the Contract or contracts of completion arranged under
this paragraph) sufficient funds to pay the cost of completion less the balance of the
contract price; but not exceeding, including other costs and damages for which the
Surety may be liable hereunder, the amount set forth. in the first paragraph hereof.
The term "balance of the contract price" as used in this paragraph, shall mean the
PERFORMANCE BOND
00140-1
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BOND 1/105322440
S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
SECTION 00145 - LABOR AND MATERIAL PAYMENT BOND
THIS BOND IS EXECUTED TOGETHER WITH ANOTHER BOND IN FAVOR OF THE
OWNE.R AS OBLIGEE CONDITIONED UPON PERFORMANCE OF THE CONTRACT.
KNOW ALL MEN BY THESE PRESENTS:
That JOHN D. STEPHENS, INC. , as Principal, hereinafter called
Contractor and TRAVELERS CASUALTY AND SURET,Ya corporation organized and existing
COMPf.NY OF .\!1ERIC.^.
under the laws of the State of CT , with its principal office in the City of
HARTFORD , State of CT , as Surety, hereinafter called Surety, are
held and firmly bound unto Augusta Commission, as Obligee, hereinafter called the Owner,
to{GJ~eM~:EtI80doJkerm.f'k~kDcl~811~ntpHo1fs~ein below defined in the amount of
TWO HUNDRED TEN AND 1,6/100 Dollars ($8 . 104.210.46 ) for the
payment whereof Contractor and Surety bind. themselves, their. heirs, executors,
administrators, successors, and assigns, jointly and severally, firmly by these presents.
WHEREAS, the Contractor has by written agreement dated entered into a
contract with Owner for construction of Main Interceptor Upqrade ReplacementPhase II, in
accordance with drawings and specifications issued by Stevenson & Palmer Enqineerinq,
Inc.,which contract is by reference made a part hereof,and is hereinafter referred to as the
Contract.
NOW, THEREFORE, the condition of this obligation is such that if the Contractor shall
promptly make payment to all claimants as hereinafter defined, for all labor and materials
used or as reasonably required to use in the performance of the Contract, then this
obligation shall be null and void; otherwise it shall remain in full force and effect, subject,
however, to the following conditions:
1. A claimant is defined as one having a direct contract with the Contractor or with a
subcontractor for labor, material, or both, used or reasonably required for use in the
performance of the Contract, labor and material being construed as to include that
part of water, gas, power, light, heat, oil, gasoline, telephone service or rental of
equipment directly applicable to the Contract.
2. The above named Contractor and Surety hereby jointly and severally agree with the
Owner that every claimant as herein defined, who has not been paid in full before the
expiration of a period of ninety days after the day on which the last of such claimant's
work or labor was done or performed, or materials was furnished by such claimant,
may sue on this bond for the use of such claimant, prosecute the suit to final
judgment for such sum or sums as may be justly due claimant, and have execution
thereon. The Owner shall not be liable for the payment of any costs or expenses of
any such suit.
3. No suit or action shall be commenced hereunder by any claimant,
LABOR AND MATERIAL PAYMENT BOND
00145-1
POWER OF ATTORNEY
WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER
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TRAVELERSJ
Farmington Casualty Company
Fidelity and Guaranty Insurance Company
Fidelity and Guaranty Insurance Underwriters, Inc.
Seaboard Surety Company
St. Paul Fire and Marine Insurance Company
Attorney-In Fact No.
218488
St. Paul Guardian Insurance Company
St. Paul Mercury Insurance Company
Travelers Casualty and Surety Company
Travelers Casualty and Surety Company of America
United States Fidelity and Guaranty Company
Certificate No.
002899598
KNOW ALL MEN BY THESE PRESENTS: That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York, that St. Paul
Fire and Marine Insurance Company, St. Paul Guardian Insurance Company and St. Paul Mercury Insurance Company are corporations duly organized under the laws
of the State of Minnesota, that Farmington Casualty Company, Travelers Casualty and Surety Company, and Travelers Casualty and Surety Company of America are
corporations duly organized under the laws of the State of Connecticut, that United States Fidelity and Guaranty Company is a corporation duly organized under the
laws of the State of Maryland, that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and
Guaranty Insurance Underwriters, Inc. is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies"), and that
the Companies do hereby make, constitute and appoint
Douglas R. Johnson, John P. Langsfeld, Richard A. Gazaway, Sharon G. Dixon, and Lawrence B. Peppers
of the City of Atlanta , State of Georgia , their true and lawful Attomey(s)-in-Fact,
each in their separate capacity if more than one is named above, to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and
other writings obligatory in the nature thereof on behalf of the Companies in their lmsiness of guaranteeing the fidelity of persons, guaranteeing the performance of
contracts and executing or guaranteeing bonds and undertakings required or perlJ}i1t~din anYi1-l:\tions ofp1'I?ceedings allowed by law.
IN WITNESS WHEREOF, the Companies have caused this
f April :Z007
~o ,.
Farmington .Casualty Company
Fidelity and Guaranty Insurance Company
Fidelity and Guaranty Insurance Underwriters, Inc.
Seaboard Surety Company
St. Paul Fire and Marine Insurance Company
State of Connecticut
City of Hartford ss.
seals to be hereto affixed, this
2nd
St. Paul Guardian Insurance Company
St. Paul Mercury Insurance Company
Travelers Casualty and Surety Company
Travelers Casualty and Surety Company of America
United States Fidelity and Guaranty Company
.....~~.......
(;;~:~~~~~~~;\~\
\ :J,~\S:EJl~./l j
.......;;... :=~'-:'~,:~o/
~~:P
By:
. 2nd April 2007
On thIS the day of , before me personally appeared George W. Thompson, who acknowledged
himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters,
Inc., Seaboard Surety Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers
Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, and that he, as such, being
authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer.
In Witness Whereof, I hereunto set my hand and official seal.
y Commission expires the 30th day of June, 2011.
58440-5-07 Printed in U.S.A.
"\f\w c. j~
'" Marie C. Tetreault, Notary Public
WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER
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S&P Project No. G124-06-Q2
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
SECTION 00150 - CERTIFICATE OF OWNER'S ATTORNEY
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I, the undersigned , the authorized and acting legal
representative of Augusta Commission do hereby certify as follows:
I have examined the attached Contract(s) and Surety bonds and the manner of execution
thereof, and I am of the opinion that each of the aforesaid agreements has been duly
executed by the proper parties thereto acting through their duly authorized representatives;
that said representatives have full power and authority to execute said agreements on
behalf of the respective parties named thereon; and that the foregoing agreements
constitute valid and legally binding obligations upon the parties executing the same in
accordance with the terms, conditions and provisions thereof.
(Signature)
Date:
CERTIFICATE OF OWNER'S ATTORNEY
00150-1
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S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
SECTION 00155 - NOTICE TO PROCEED
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TO:
Date:
Project:
Main Interceptor
Upgrade Replacement Phase II
Augusta, Georgia
You are hereby notified to commence work in accordance with the Agreement dated
J 20_. within ten (10) calendar days following this date, the date first
written above, and you are to complete the work within Three Hundred and Sixty Five (365)
consecutive calendar days after the date of this notice. The date set for completion of all
work is therefore J 20_.
By:
Title:
Acceptance of Notice
Receipt of the above Notice to Proceed
is hereby acknowledged and the same is
hereby accepted on this day
of .20_.
By:
Title:
NOTICE TO PROCEED
00155-1
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S&P Project No. G124-06-o2
Main Interceptor Upgrade Replacement Phase II
Augusta UtiUties Project No. 00007
SECTION 00160 - AFFIDAVIT OF PAYMENT OF CLAIMS
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(CONTRACTOR) THIS DAY
appeared before me, , a Notary Public, in and for
I and being by me first duly sworn states that all subcontractors and suppliers
of labor and materials have been paid all sums due them to date for work performed or
material furnished in the performance of the contract between:
(OWNER)
(CONTRACTOR), dated
Main Interceptor UpQrade Replacement Phase II.
and
, 20_, for the construction of
CONTRACTOR
BY:
TITLE:
DATE:
SEAL OF CONTRACTOR
(If a Corporation)
Subscribed and sworn to before
_ day of , 20_.
My commission expires on the _ day of
,20 .
NOTARY PUBLIC
(NOTARY SEAL)
AFFIDAVIT OF PAYMENT OF CLAIMS
00160-1
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S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
SECTION 00170 - CERTIFICATE OF INSURANCE
This is to certify that IV (\ \t": kx",:> I (YJCIll{)lt~ CCfflp:l r~ (~e (t+toe hec0
(Insurance Company)
of ":X'" r Cr%\c'\yrl has issued policies of insurance, as identified
(Insurance Co. Address)
by a policy number to the insured name below, and that such policies are in full force and
effect at this time. Furthermore, this is to certify that these policies meet the requirements
described in the Special Conditions of this contract; and its agreed that none of these
policies will be canceled or changed so as to affect this Certificate until ten (10) days after
written notice of such cancellation or change has been delivered to (II\, ~ cJ' At':)U:4sh
(Client & Client Address) .
1. INSURED.kh (\ veTte' ph( tY) ,\ 1'1- (CONTRACTOR)... ..D. . _
2. ADDRESS f:;il~-:2 +ll;\iV\ (Ctn-Q. G)-C"Cl\,",) ??O\)JE U:,tu.:'ve('LeVI I Ie, E::Y\ cc.-c:4Ct:)
3. PROJECT NAME: Main Interceptor UpQrade Replacement Phase II
4. PROJECT NUMBER: 00007
5. POLICY NUMBER(S): ;;;J~)({!'-SPS
;I \ IL~=)
~=>)l{l;;;3
;t%~-y+
DATE: r';eJ.o 15
INSURANCE COMPANY
ISSUED AT:
AUTHORIZED REPRESENTATIVE o(~-ll- l-tt~(~'nc-"') /k1(~Ll
-
ADDRESS 1?o. rrox .;J)qo
~/(lV-C+tO/Gi\ ?l~)~
CERTIFICATE OF INSURANCE
00170-1
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11JOHNSTE
ACORD",
INSURANCE BINDER
DATE
I
12/15/09
THIS BINDER IS A TEMPORARY INSURANCE CONTRACT, SUBJECT TO THE CONDITIONS SHOWN ON THE REVERSE SIDE OF THIS FORM.
DUCER Pl1gN~o Ext: 770-664-6818 COMPANY BINDER #
F..e~ No' 888-827-9870 BINDER8364928
EXPIRATION
DATE
I
CODE:
AGENCY
CUSTOMER ID:
INSURED
SUB CODE:
AM
PM
01/15/11
12:01 AM
NOON
I
BB& T -Huffines Russell
P.O. Box 2190
Phone - 770-664-6818
Alpharetta, GA 30023
I
385083
City of Augusta, GA
530 Greene Street, Room 605
Augusta, GA 30901
THIS BINDER IS ISSUED TO EXTEND COVERAGE IN THE ABOVE NAMED COMPANY
PER EXPIRING POLICY #:
DESCRIPTION OF OPERATIONSNEHICLES/PROPERTY (Including Location)
Loc#1: Main Interceptor Upgrade -
Phase II, Augusta, GA
I COVERAGES
TYPE OF INSURANCE COVERAGE/FORMS DEDUCTIBLE COINS % AMOUNT
PROPERTY CAUSES OF LOSS
- D BROAD D SPEC
I - BASIC
-
GENERAL LIABILITY EACH OCCURRENCE $ 2000000
I -
COMMERCIAL GENERAL LIABILITY g~~~J ~~EMISES $
I CLAIMS MADE [K] OCCUR MED EXP (Anyone person) $
X Owners PERSONAL & ADV INJURY $
-
I Protective See Spec. Conditions/Other Coverages GENERAL AGGREGATE $ 2,000,000
-
RETRO DATE FOR CLAIMS MADE: PRODUCTS - COMP/OP AGG $
AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $
ANY AUTO BODILY INJURY (Per person) $
ALL OWNED AUTOS BODILY INJURY (Per accident) $
I-- SCHEDULED AUTOS PROPERTY DAMAGE $
I-- HIRED AUTOS MEDICAL PAYMENTS $
I I-- NON-OWNED AUTOS PERSONAL INJURY PROT $
I-- UNINSURED MOTORIST $
$
I AUTO PHYSICAL DAMAGE DEDUCTIBLE U ALL VEHICLES D SCHEDULED VEHICLES ACTUAL CASH VALUE
R COLLISION: STATED AMOUNT $
OTHER THAN COL: OTHER
~GE LIABILITY AUTO ONLY - EA ACCIDENT $
I - ANY AUTO OTHER THAN AUTO ONLY:
EACH ACCIDENT $
AGGREGATE $
EXCESS LIABILITY EACH OCCURRENCE $
I ~ UMBRELLA FORM AGGREGATE $
OTHER THAN UMBRELLA FORM RETRO DATE FOR CLAIMS MADE: SELF-INSURED RETENTION $
WC STATUTORY LIMITS
I WORKER'S COMPENSATION EL EACH ACCIDENT $
AND
EMPLOYER'S LIABILITY EL DISEASE - EA EMPLOYEE $
EL DISEASE - POLICY LIMIT $
I SPECIAL ** Continued From Additional Interests Section ** FEES $
CONDITIONSI $
OTHER TAXES
COVERAGES (See attached Spec Conditions/Other Covs page.) ESTIMATED TOTAL PREMIUM $
LIMITS
Stevenson & Palmer Engineering,
Inc.
Augusta, GA
MORTGAGEE
LOSS PAYEE
LOAN #
X ADDITIONAL INSURED
A:3RT-:RErrT~~
I ACORD 75 (2001/01) 1 of 3
#418690
NOTE: IMPORTANT STATE INFORMATION ON REVERSE SIDE
MMM
@ ACORD CORPORATION 1993
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CONDITIONS
This Company binds the kind(s) of insurance stipulated on the reverse side. The Insurance is subject to the
terms, conditions and limitations of the policy(ies) in current use by the Company.
This binder may be cancelled by the Insured by surrender of this binder or by written notice to the Company
stating when cancellation will be effective. This binder may be cancelled by the Company by notice to the
Insured in accordance with the policy conditions. This binder is cancelled when replaced by a policy. If this
binder is not replaced by a policy, the Company is entitled to charge a premium for the binder according to the
Rules and Rates in use by the Company.
Applicable in California
When this form is used to provide insurance in the amount of one million dollars ($1,000,000) or more, the title
of the form is changed from "Insurance Binder" to "Cover Note".
Applicable in Delaware
The mortgagee or Obligee of any mortgage or other instrument given for the purpose of creating a lien on real
property shall accept as evidence of insurance a written binder issued by an authorized insurer or its agent if
the binder includes or is accompanied by: the name and address of the borrower; the name and address of the
lender as loss payee; a description of the insured real property; a provision that the binder may not be canceled
within the term of the binder unless the lender and the insured borrower receive written notice of the cancel-
lation at least ten (10) days prior to the cancellation; except in the case of a renewal of a policy subsequent to
the closing of the loan, a paid receipt of the full amount of the applicable premium, and the amount of
insurance coverage.
Chapter 21 Title 25 Paragraph 2119
Applicable in Florida
Except for Auto Insurance coverage, no notice of cancellation or nonrenewal of a binder is required unless the
duration of the binder exceeds 60 days. For auto insurance, the insurer must give 5 days prior notice, unless
the binder is replaced by a policy or another binder in the same company.
Applicable in Nevada
Any person who refuses to accept a binder which provides coverage of less than $1,000,000.00 when proof is
required: (A) Shall be fined not more than $500.00, and (B) is liable to the party presenting the binder as proof
of insurance for actual damages sustained therefrom.
I ACORD 75 (2001/01) 2 of 3
#418690
I
SPECIAL CONDITIONS/OTHER COVERAGES (Cont. from page 1)
Continued from General Liability Section **
verage: ADDITIONAL INTERESTS - ENGINEERS, ARCHITECTS, SURVEYORS
rm #: CG2031
Coverage: Owners & Contractors Protective
Form #: CG0009
Coverage: Absolute Asbestos Exclusion
Form #: CGT478
Coverage: Employment Related Practices Exclusion
Form #: CG2951
Coverage: Lead Liability Exclusion
Form #: CGD076
Coverage: Nuclear Energy Liability Exclusion
Form #: IL0021
Coverage: Exclusion-Absolute Pollution
Form #: CGD317
Coverage: Silica or Silica Mixed Dust Exclusion
Form #: CGD358
Coverage: War Liability Exclusion
Form #: CG0063
verage: Fungi or Bacteria Exclusion
rm #: CG3131
AMS 75.4 (2001/01) 3 of 3
#418690
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Client#: 385083
11JOHNSTE
ACORDTM
CERTIFICATE OF LIABILITY INSURANCE
I
DATE (MM/DD/YYYY)
12/15/2009
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
INSURERS AFFORDING COVERAGE
INSURER A: Travelers Indemnity Company
INSURER B: North River Insurance Company
INSURER c: Phoenix Insurance Company
INSURER D: Travelers Property Casualty Co of Am
INSURER E: Charter Oak Fire Insurance Company
I COVERAGES
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING
ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH
POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
I D POLICY EFFECTIVE
LTR NSR TYPE OF INSURANCE POLICY NUMBER DATE MM/DD
A GENERAL LIABILITY DTC08206L265
X
E.L. EACH ACCIDENT $500,000
E.L. DISEASE - EA EMPLOYEE $500,000
E.L. DISEASE - POLICY LIMIT $500,000
$3,000,000 Job Site
Leased & Rented
$450,000 Per Item
PRODUCER
BB& T -Huffines Russell
Box 2190
one - 770-664-6818
I Alpharetta, GA 30023
INSURED
I
John 0 Stephens Inc
272 Hurricane Shoals Road NE
Lawrenceville, GA 30046
X COMMERCIAL GENERAL LIABILITY
CLAIMS MADE ~ OCCUR
PO Oed: $5,000
XCU - Explosion
x
X
Collapse
Underground
MED EXP (Anyone person)
PERSONAL & ADV INJURY
GENERAL AGGREGATE
PRODUCTS - COMP/OP AGG
LOC
DT8108206L26
01101/09
01/01/10
COMBINED SINGLE LIMIT
(Ea accident)
X ANY AUTO
ALL OWNED AUTOS
SCHEDULED AUTOS
X HIRED AUTOS
X NON-OWNED AUTOS
BODILY INJURY
(Per person)
BODILY INJURY
(Per accident)
PROPERTY DAMAGE
(Per accident)
AUTO ONLY - EA ACCIDENT
OTHER THAN
AUTO ONLY:
EXCESS/UMBRELLA LIABILITY
D CLAIMS MADE
5520130695
EACH OCCURRENCE
AGGREGATE
01/01/09
01/01/10
$0
WORKERS COMPENSATION AND
EMPLOYERS' LIABILITY
ANY PROPRIETOR/PARTNER/EXECUTIVE
OFFICER/MEMBER EXCLUDED?
If yes, describe under
SPECIAL PROVISIONS below
OTHER Install Fltr
Equipment
DTNUB8206L26
01101/10
01/01/09
QT6607383L733TI
QT6607383L733TI
12/31/08
12/31/08
12/31/09
12/31/09
DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS
RE: G124-06-02, Main Interceptor Upgrade - Phase II for Utilities Department
City of Augusta Georgia, and including all elected and appointed officials, all employees and volunteers,
all boards, commissions, and/or authorities and their board members, employees and volunteers, Stevenson &
Palmer Engineering Inc, CH2M Hill, EcoloTech and QORE Property Sciences are named as additional insureds as
regards general liability.
CANCELLATION
NAIC#
25658
21105
25623
25674
25615
LIMITS
$1 000000
$300 000
$5 000
$1 000000
$2 000 000
$2 000 000
$1,000,000
$
EA ACC
AGG
$
$
$
$15000000
$15000 000
$
$
$
City of Augusta, GA
Procurement Department
Attn: Geri A Sams
530 Greene Street, Room 605
Augusta, GA 30901
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION
DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL -30.... DAYS WRITTEN
NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL
IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR
REPRESENTATIVES.
AUTHORIZED REPRESENTATIVE
.-
LSMA
@ ACORD CORPORATION 1988
I ACORD 25 (2001/08) 1 of 2
#S4363275/M3989463
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IMPORTANT
I
If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement
on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).
I
If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may
require an endorsement. A statement on this certificate does not confer rights to the certificate
holder in lieu of such endorsement(s).
I
I
DISCLAIMER
I
The Certificate of Insurance on the reverse side of this form does not constitute a contract between
the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it
affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon.
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I ACORD 25-5 (2001/08)
2 of2
#54363275/M3989463
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S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Ub1i6es Project No. 00007
SECTION 00450 - FORM OF QUALIFICATION OF BIDDER
Name of Bidder
John D. Stephens, Inc.
Address of Bidder 272 Hurricane Shoals Road, N. E., Lawrenceville, GA 30046
To: Augusta, GA Commission
530 Green~ Street - Room 605
Augusta, GA 30901
Gentlemen:
The signer of this affidavit guarantees the truth and accuracy of all statements and information
submitted herein in support of its bid proposal to furnish all materials, equipment, and labor, and
to perform all work in accordance with the Contract Documents for:
PROJECT Main Interceptor Upgrade-Phase II
The undersigned hereby authorizes and requests any public official, engineer, architect, surety
company, bank depository, material or equipment manufacturer or distributor, or any person, firm
or corporation to furnish any pertinent information requested by Owner's Engineer, Stevenson &
Palmer Engineering, Inc., deemed necessary to verify the statements made, information
submitted, or regarding the standing and general reputation of the applicant.
The undersigned has not been disqualified by any public agency in the State of Georgia except
as is explained as follows: None
The undersigned further affirms that, if false information is furnished in support of its bid
proposal, it can and will be prosecuted to the fullest extent of the law for perjury.
Dated at 272 Hurricane Shoals Rd,N.Ejlthis 14th day of July
,20~.
Sworn to and subscribed
before me this 14th day
of July , 20...Q.2...
John D. Stephens, Inc.
BY:
Tit f Person Signing
\,\\\\\\l'''' .. "Il!/I/ (If orporation, Affix Seal)
NOTARY PUBHC: (' ...s~" 1d~~;1p';:'/..;.... Mitchell D. Stephens, President
~~A J (11a1,{^.~.~(~~ION~..~'~
~ 1); ,~:'yO ~.~("" ~
My Commission Expir~s* :'~ FEB. ~~ ~.
2/21/2011:::: 21, : * ~
% '..~ 2011 ~.... ;; ,
, ~J:O"''f!roo G.4'~ S:'.
FORM OF QUALlFICA TI~,~ ~rrJrli;'KQ,"'\\~ 00450-1
'II/ I'1T ~.:\\\
lflt,,,, mnn\\
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S&P Project No. G124-06-o2
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
r
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PART 1- STATEMENT OF EXPERIENCE:
1) Legal Name, Address, and Telephone Number:
John D. Stephens. Inc.
272 Hurricane Shoals Road, N.E.
Lawrenceville, GA 30046
770-972-8000
770-979-3748 Fax
2) Check one: CorporationXX; Partnership_; Individual
3) If a Corporation, state: Georgia
Date of Incorporation l!'Hl.Qfifi
State in which incorporated: Georgia
Date of Assuming
Position
Name and Title of Principal Officers
. Mitchell D. Stephens, President, Treas, Secretary
Jennifer Butler, Assistant Corporate Secretary
1-1-06
7-11-05
If an Out-of-State Corporation, currently authorized to do business in Georgia, give date of
such authorization:
(".
'"
4) If Partnership:
Date of Organization:
Nature of Partnership (General, Limited, or Association):
Names and Addresses of Partners
AgeofParlner
5) If an Individual, state - Name & Address of Owner:
/
,
\
FORM OF QUALIFICATION OF BIDDER
90450-2
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S&P Project No. G124-06-<l2
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
6) Enumerate State, County, or other Public Agencies in which your organization is qualified
to perform Work by some means of prequalification:
Agency
Trade in Which
Qualified
Approved Amount
Expiration Date
PLEASE SEE ATTACHED.
7) Describe your organizational structure; inCluding the number of permanent employees
engaged in estimating, purchasing, expediting, detailing, and engineering, field
supervision, field engineering, and layout:
PLEASE SEE ATTACHED.
(Use extension sheet if necessary)
8) Give names & data about any construction projects you have failed to complete:
None
(Use extension sheet if necessary)
9)
Has any officer or partner of your organization ever been an officer or partner of some
other organization that failed to complete a construction contract?~. If within the last
five (5) years, state name of individual, other organization, and reason therefore:
10)
Has any officer or partner of your organization ever failed to complete a construction
contract handled in his own name?~. If within the last five (5) years, state name of
individual, name of owner, and reason therefore:
-f'"
FORM OF QUALIFICATION OF BIDDER
00450-3
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S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta U61ities Project No. 00007
[7"
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11) Has your organization, or any officer or partner thereof, ever been party to any criminal
litigation as a result of construction methods, costs, etc.? No .
If yes, state case number, case name, and provide pertinent details, including judgment:
(Attach extension sheet if necessary)
12} Has your organization, or any officer or partner thereof, ever been party to any civil
litigation as result of construction methods, costs, etc? No .
If yes, state case number, case name, and provide pertinent details, including judgment:
/0,
{
\
(Attach extension sheet if necessary)
13) Name all persons with whom you have been associated in the construction business,
either as partners or as general business associates in a construction firm, for each of the
last five (5) years:
20 08 Mitchell D. Stephens
20~ II
20 06 "
20 05 John D. Stephens, Michael D. Stephens, Mitchell D. Stephens
20~ II " "
14) Indicate type of contracting undertaken by your organization and number of years
experience: 0
As Prime Contractor:
Type:
As Subcontractor: Type:
Type:
Water, Sewer &
Type: Storm Pipe Installation No. of Years
Mass Rock Excavation No. of Years 35
Mass Rock Excavation No. of Years 35
Water, Sewer & No. of Years 43
Storm Pipe Installation
43
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FORM OF QUALIFICATION OF BIDDER
00450-4
I
S&P Project No. G124-00-Q2
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
15) Give any special qualifications of firm members (Registered Engineer, Surveyor, etc.)
PLEASE SEE ATTACHED.
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16) List Major Equipment to be Used on this Project and Equipment Condition:
Komatsu PC 400 . Komatsu PC 1100, Komatsu PC 300, Komatsu PC 600,Excavators
Komatsu WA 470, Komatsu WA 500, Komatsu WA 280 Loaders, Komatsu D-61 Dozers,
Thompson 6" Pumps, Komatsu C110 Trucks, Generators & Electric Pumps
All equipment is owned and maintained in top condition and available
as needed for this project.
17) Percentage of Work to be Performed with Own Forces:
90%
18) Name of Proposed Subcontractors with Whom You Intend to Affiliate. (What phase and
percentage of work will each subcontractor perfonn?)
See attached Bid Form.
FORM OF QUALIFICATION OF BIDDER
00450-5
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John D. Stephens, Inc.
272 Hurricane Shoals Road, NE
Lawrenceville, GA 30046
Mitchell D. Stephens
President
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Education:
BS iii Civil Engineering Technology, Southern Polytechnic State University
Professional Affiliations:
Georgia Utility Contractors Association
National Utility Contractors Association
Registrations:
Holds utility contractors. licenses in Alabama, Arkansas, Georgia, North Carolina,
South Carolina, Tennessee, Virginia, West Virginia.
Relevant Experience and Responsibilities:
Mr. Stephens has been with the company since 1990 and has paid his dues in the field
as a laborer, equipment operator, grading foreman and field engineer. As President
Mitch is responsible for the company's projects in the Southeastern USA. His
responsibilities include overall project management, client and sub-contractor liaison,
field supervision, estimating, value engineering and analysis and scheduling.
Relevant Projects:
-:Reuse Pipeline & Diffuser to Lake Lanier-Contract 2 & Associated Road
Improvements, Gwinnett County, GA 27,021 LF of 72" Steel Pipe Reuse Water,
4,000 LG of 6"-16" DIP Waterline, 3,698 LF of 8" DIP Gravity Sewer - Contract
$26,253,585, Scheduled completion is June, 2009
-72" Reuse and 36" Level Creek Force Main, Gwinnett County, GA 5,500 If of 72"
Steel, 720 If of 48" DIP, 10,180 If of36" DIP Pipe - Contract $5,786,016.
_ SR 124 Utility Relocation, Snellville, GA 23,000 If of 36" to 6" DIP water line and
associated services, contract $2,110,792.
_ 48" PCCP Replacement Lanier Filter Plant to Duluth Pumping Station, 11,000 If of
48" DIP Design Build, contract $2,500,000.
-O.H. Ivie Pipelme, Midland-Odessa, TX: Installed 156 miles of 53" and 60" PCCP--
contract $75,902,458.
-North Fork Peachtree Creek Relief Sewer, DeKalb County, GA: Installation of
25,200 If of 42",48" and 54" RCP sanitary sewer - contract $8,889,963.
-Lake Gaston Water Supply Pipeline, City of Virginia Beach, V A: Installation of
254,310 If of 60" DIP and PCCP - contract $48,759,444.
-Beaver Ruin Force Main, Gwinnett County, GA: Installation of 66,900 If of 36", 42"
and 48" DIP - contract $16,283,759.
-Rockdale County Transmission Main, Rockdale County, GA: Installation of 81,800
If of 30" and 42" DIP - contract $12,686,608.
Professional References:
Don Hafner, Gwinnett County Dept of Water Resources - (678) 376-7126
Hussein Khorramzadeh, Gwinnett County Dept of Water Resources - (678) 376-7128
Wayne Phelps, City of Virginia Beach - (804) 427-8035
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John D. Stephens, Inc.
272 Hurricane Shoals Rd, NE
Lawrenceville, GA 30046
Brian Beaubien
Project Manager and Estimator
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Education:
BS in Civil Engineering, Georgia Institute of Technology
Registrations:
Engineer in Training, State of Tennessee
Relevant Experience and Responsibilities:
Mr. Beaubien joined the company in 2002, and brings 11 years of experience in
estimating, project engineering and management, in a variety of heavy civil projects
including sewer rehabilitation by trenchless technologies, wastewater and water
treatment plant construction, landfill development and closure, and pipeline
construction for water, sewer, and stormwater systems. His responsibilities include
estimating and project management, client and sub-contractor liaison, field supervision,
value engineering, analysis and scheduling.
Relevant Projects:
- Sycamore Road Improvements with Associated 60" & 72" Pipelines, Gwinnett
County, GA, Project Manager for the installation of 16,400 LF of 60" Steel Pipe-
Potable Water and 8,733 LF of 72" Steel Pipe Sewer Line. Contract - $17,345,247.31,
completed in November, 2008. Owner is Gwinnett County Department of Water
Resources, 684 Winder Highway, Lawrenceville, GA, James Henderson (678) 376-
6758.
- Sycamore Road Safety Alignment, Buford, GA; Project Manager for the installation of
2,650 LF of 72" Steel Pipe, Raw Water Main. Water Line work was incorporated with
road realignment (by others). - Contract $2,602,285.00, completed February 2007.
Owner is Gwinnett County Department of Water Resources, 684 Winder Highway,
Lawrenceville, GA, Lynn Smarr (678) 376-7114.
- Cherokee County WSA Old Hwy 5 Sanitary Sewer Lift Station and Force Main,
Woodstock, GA; Project Manager for the installation of 22,920 LF of 16" and 18"
Force Mains, 21,670 LF of Sanitary Sewer from 6" thru 24" Diameters, and 1 5,400
GPM Lift Station. - Contract $6,874,937.60, completed in April, 2005. Owner is
Cherokee County Water and Sewerage Authority, 320 West Main Street, Canton, GA
(770)479-1813
- Nancy Creek Interceptor Sewer, Bartow County, GA; Project Manager for the
installation of31,020 LF of8" to 30" DIP - Contract $3,266,344.58, completed in 360
days, allowed 540 days, completion date was May, 2005. Owner is Bartow County
Water System, 135 West Cherokee Avenue, Cartersville, GA (770) 387-5002
-Harris Creek Gravity Sewer, Forsyth County, GA; Project Manager for the installation
of 9,500 If of 36" DIP - contract $2,500,000, change orders extended contract by 3
days, completed on schedule in March, 2005. Owner is Forsyth County, 118
Castleberry Rd, Cumming, GA (770)888-8872.
Professional References:
Luiz cavalcanti, Gwinnett County Dept of Water Resources - (678) 376-6742
Barry Lucas, Forsyth County Dept of Water & Sewer - (770) 781-2160 ext 2793
Bill Livingston, Welker & Associates/PBS&J - (770) 422-1902
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John D. Stephens, Inc.
272 Hurricane Shoals Road, NE
Lawrenceville, GA 30046
Steven J. Archer
Project Manager and Estimator
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Education:
BS in Civil Engineering Technology, Southern College of Technology
Relevant Experience and Responsibilities:
Mr. Archer brings to the company over 15 years of experience in estimating, project
engineering, design and management. He has worked on a variety of projects for
which his duties included evaluation of grading plans to facilitate proper drainage,
route, and design. His responsibilities include estimating, project management,
design, scheduling and value engineering and analysis.
Relevant Projects:
-Design/Build 36" Water Main along Spot Road, Forsyth County, GA 27,800 LF of
36" DIP - Contract $5,385,000.00 (2008)
-Peachtree Industrial Blvd Sewer Extension, Buford, GA 8,500 LF of 12" DIP-
Contract $1,490,188.50 (2008)
-Bramlett Shoals at Shoal Creek 48" PCCP Replacement, Gwinnett County, GA
2,295 LF of 48" DIP, 1,575 LF of 12" DIP - Contract $2,174,346.00 (2008)
-I-85/SR316 Water and Sewer Replacement Project; Gwinnett County, GA
Gravity Sewer: 590 LF of 16" DIP, 2,120 LF of 12" DIP, 1,341 LF of8" DIP
Water Main: 2,200 LF of 16" DIP, 325 LF of 12" DIP
1,250' of 16" water main suspended from the new Old Norcross Bridge.
Coordinated all work with property owners and C. W. Matthews during the
construction of the New I-85/SR316 Interchange. Contract $5,016,874.00 (2007)
- Yellow River Force Main, Phase III; Gwinnett County, GA
10,500 LF of36" DIP - Contract $2,916,962.75 (2006)
-Rockbridge Road Water Main Relocation; Gwinnett County, GA
5,000 LF of 12" DIP - Contract $714,946.00 (2005)
-Mulberry Force Main & Gravity Sewer; Gwinnett County, GA
Force Main: 15,000 LF of 16" DIP (2006)
Gravity Sewer: 6,870 LF of 12"-24" DIP - Contract $2,240,470.65
-The Parks at Stonecrest, Residential Development; DeKalb County, GA (2007)
Gravity Sewer: 43,972 LF of 8"-10" DIP/PVC
Force Main: 2,000 LF of 4" DIP
Water Line: 47,832 LF of 8" DIP
Storm Sewer: 38,005 LF of 18"-60" RCP/CMP
Pump Station
843 Lots Developed - Contract $12,657,634.00
Professional References:
Luiz Cavalcanti, Gwinnett County Dept of Water Resources - (678) 376-6742
Manoj Bhimani, Gwinnett County Dept. of Water Resources - (678) 376-7117
Donna Kukarloa, Forsyth County - (770) 781-2163
Kent Brooks, Kellogg Brooks Development - (770) 722-5342
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John D. Stephens, Inc.
272 Hurricane Shoals Road, NE
Lawrenceville, GA 30046
George C. (Chris) Powell
Field Superintendent
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Relevant Experience and Responsibilities:
Mr. Powell was hired by John D. Stephens, Inc. as an equipment operator in 1986. He
was subsequently promoted to his current position ofField Superintendent. Chris'
responsibilities include the onsite, hands-on operation of his projects and assigning
and managing the people, equipment and the progress of the project.
Relevant Projects:
-Middle Settingdown/Lower Squattingdown Creek Gravity Sewer, Forsyth County,
GA; 28,210 LF of 8" to 30" DIP - Contract $5,464,050.08. (2006)
-Old Federal Rd Pump Station/Brewton Creek Gravity Sewer, Forsyth County, GA;
2,699 LF of 14" to 24" DIP and Pump Station - Contract $1,293,716.00. (2006)
-Upper Squattingdown Creek Gravity Sewer, Forsyth County, GA;
12,000 LF of 12" DIP, 3,200 LF of 16" DIP - Contract $2,303,425.00. (2006)
-Old Hwy 5 Sanitary Sewer Lift Station and Force Main, Woodstock, GA; 22,920 LF
of 16" to 18" DIP Force Mains, 21,670 LF of6" to 24" DIP Sanitary Sewer and
15,400 GPM Lift Station. - Contract $6,874,937.60. (2005)
-Nancy Creek Interceptor Sewer, Bartow County, GA; 31,020 LF of8" to 30" DIP-
Contract $3,266,344.58. (2005)
-Ivy Creek Sanitary Sewer Interceptor Replacement, Gwinnett County, GA; 3,190 LF
of 54" DIP, 3,300 LF of 16" HDPE fused for Bypass Pumping - Contract
$1,540,006.75. (2003)
-Harris Creek Gravity Sewer, Forsyth County, GA; 9,500 LF of36" DIP - Contract
$2,500,000.00. (2005)
-48" PCCP Replacement Lanier Filter Plant to Duluth Pumping Station, Gwinnett
County, GA; 11,000 LF of 48" DIP Design Build Contract $2,500,000.00. (2004)
-120" Raw Water Main, Charlotte-Mecklenberg, NC; 28,355 LF of 120" Steel -
Contract $29,562,503.00. (2000)
-Buford-Lawrenceville 78" Water Transmission Main, Gwinnett County, GA;
57,175 LF of78" Steel and 48" DIP - Contract $27,338,371.00. (1999)
-Upper Nancy Creek Relief Sewer, DeKalb County, GA; 19,200 LF of 6", 24" and
30" DIP - Contract $2,154,911.00. (1996)
-Olympic Field Hockey Centre, Fulton County, GA; 2,660 LF of 30" to 120" RCP,
Bypass Pumping required - Contract $3,549,947.10. (1995)
Professional References:
Luiz Cavalcanti, Gwinnett County Dept of Water Resources - (770) 678-6742
Kathy Freeze, Charlotte-Mecklenberg Utility Department - (704) 399-2551
Neo Chua, DeKalb County Public Works - (404) 371-2874
Donna Kukarloa, Forsyth County- (770) 888-8872
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John D. Stephens, Inc.
272 Hurricane Shoals Road, NE
Lawrenceville, GA 30046
David C. Steffes
Field Superintendent
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Education:
BS Civil Engineering, Southern Technical Institute
Relevant Experience and Responsibilities:
Mr. Steffes brings 20 years of experience managing utility projects. As Field
Superintendent, David is responsible for supervising projects in the Atlanta Metro
market. His responsibilities include tracking daily production, scheduling material
deliveries and coordinating with the owner and subcontractors.
Relevant Projects:
-Bramlett Shoals at Shoal Creek 48" PCCP Replacement, Gwinnett County, GA;
2,295 LF of 48" DIP, 1,575 LF of 12" DIP - Contract $2,174,436.00. (2007)
-Central Supply Reinforcement, Cherokee County, GA; 17,400 LF of36" DIP-
Contract $3,771,390.00. (2006)
-Nancy Creek Interceptor Sewer, Bartow County, GA; 31,020 LF of8" to 30" DIP-
Contract $3,266,344.58.00. (2005)
-72" Reuse & 36" Level Creek Force Main, Gwinnett County, GA; 5,500 LF of 72"
Steel, 720 LF of 48" DIP, 10,214 LF of36" DIP - Contract $5,786,015.82. (2004)
.48" PCCP Replacement Lanier Filter Plant to Duluth Pumping Station-Design Build,
Gwinnett County, GA 11,000 LF of 48" DIP - Contract $2,500,000.00. (2004)
-Old Hwy 5 Sanitary Sewer, Lift Station & Force Main, Cherokee County, GA;
18,623 LF of 16" DIP, 3,934 LF of 18" DIP, 20,319 ofLF 10-24" DIP/PVC-
Contract $6,874,938.00. (2005)
-Ivy Creek Sanitary Sewer Interceptor Replacement, Gwinnett County, GA; 3,190 LF
of 54" DIP, 3,300 LF of 16" HDPE fused for Bypass Pumping - Contract
$1,540,006.75. (2003)
-Westland Force Main and Reuse Line, Oconee County, GA; 28,002 LF of 8" C900,
28,002 LF of6" C900 - Contract $1,351,694.50. (2005)
Professional References:
Don Hafner, Gwinnett County Public Utilities - (770) 822-5006
Hussein Khorrarnzadeh, Gwinnett County Public Utilities - (770) 822-5405
Curtis Bokey, Forsyth County - (770) 781.2234
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John D. Stephens, Inc.
272 Hurricane Shoals Road, NE
Lawrenceville, GA 30046
George A. (Tony) McCullers
Foreman
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Relevant Experience and Responsibilities:
Mr. McCullers was hired by John D. Stephens, Inc. as an equipment operator in 1974
and was subsequently promoted to Job Foreman. Tony's responsibilities include the
on-site, hands-on operation of his projects and assigning and managing the people,
equipment and the progress of the project.
Relevant Projects:
-Bramlett Shoals at Shoal Creek 48" PCCP Replacement. Gwinnett County, GA
2,295 LF of 48" DIP, 1,575 LF of 12" DIP - Contract $2,174,346.00 (2008)
- Level Creek Force Main, Contract 2, Gwinnett County, GA 32,000 LF of 36" DIP -
Contract $10,926,120.60 (2007)
-North Gwinnett 30" & 48" Transmission Main Phase II, Gwinnett County, GA
15,740 LF of 48" DIP, 6,485 LF of30" DIP, 220 LF of 6"-16" DIP - Contract
$7,465,404.60 (2007)
-36" Force Main Yellow River to Beaver Ruin Phase III, Gwinnett County, GA
10,500 LF of36" DIP - Contract $2,916,962.75 (2006)
-Old Highway 5 Sanitary Sewer, Cherokee Co, GA 22,920 LF of 16"-18" DIP Force
Main, 21,070 LF of 10".24" DIP Gravity Sewer - Contract $6,874,937.60 (2005)
-SR 124 Utility Relocation, Snellville, GA 23,000 LF of 36" to 6" DIP water line and
associated services - Contract $2,069,213.90 (2004)
-48" PCCP Replacement Bramlett Shoals Road, Gwinnett County, GA 17,502 LF of
48" DIP - Contract $3,948,980.75 (2003)
-Alcovy River Force Main, Gwinnett County, GA 7,900 LF of 48" DIP, 50,400 LF of
36" DIP - Contract $10,087,809.02 (2003)
-RivercliffSubdivision 8" Replacement, Gwinnett County, GA 8,818 LF of8" DIP-
Contract $609,080.89 (2002)
-Rockdale County Transmission Mains, Rockdale County, GA 81,800 LF of 30"-42"
DIP - Contract $12,464,651.81 (2001)
-Beaver Ruin Force Main, Gwinnett County, GA 26,000 LF of 48" DIP, 28,000 LF of
42" DIP, 12,900 LF of 36" DIP - Contract $16,283,759.00 (2000)
Professional References:
Richard Crowe, Gwinnett County Dept of Water Resources - (678) 376-7107
Mark Ruprecht, Gwinnett County Dept of Water Resources - (678) 376-7112
Kent Wilson, Gwinnett County Dept of Water Resources - (678)376-7102
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John D. Stephens, Inc.
272 Hurricane Shoals Road, NE
Lawrenceville, GA 30046
Steve Brownlee
Foreman
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Relevant Experience and Responsibilities:
Mr. Brownlee was hired by John D. Stephens, Inc. as an equipment operator in 1974
and was subsequently promoted to Job Foreman. Tony's responsibilities include the
on-site, hands-on operation of his projects and assigning and managing the people,
equipment and tlle progress of the project.
Relevant Projects:
-Peachtree Industrial Blvd Sewer Extension, Buford, GA 8,500 LF of 12" DIP-
Contract - $1,490,188.50 (2008)
-24" Mineral Springs Road Water Main Design Build, Gwinnett County, GA 17,200
LF of24" DIP - Contract $2,150,000.00 (2007)
-Level Creek Force Main, Contract 2, Gwinnett County, GA 32,000 LF of 36" DIP -
Contract $10,926,120.60 (2007)
-I-85/SR 316 Water and Sewer Replacement Project, Gwinnett County, GA 2,050 LF
of 16" DIP Water Main; 4,020 LF of 8"-16" DIP Gravity Sewer - Contract
$5,016,874.00 (2007)
-36" Force Main Yellow River to Beaver Ruin Phase III, Gwinnett County, GA
10,500 LF of36" DIP - Contract $2,916,962.75 (2006)
-Upper Squattingdown Creek Gravity Sewer, Forsyth County, GA 3,200 LF of 16"-
18" DIP, 12,000 LF of 12" DIP - Contract $2,303,425.01 (2006)
-SR 124 Utility Relocation, Snellville, GA 23,000 LF of 36" to 6" DIP water line and
associated services - Contract $2,069,213.90 (2004)
-48" PCCP Replacement Bramlett Shoals Road, Gwinnett County, GA 17,502 LF of
48" DIP - Contract $3,948,980.75 (2003)
-Alcovy River Force Main, Gwinnett County, GA 7,900 LF of 48" DIP, 50,400 LF of
36" DIP - Contract $10,087,809.02 (2003)
-Rockdale County Transmission Mains, Rockdale County, GA 81,800 LF of 30"-42"
DIP - Contract $12,464,651.81 (2001)
-Beaver Ruin Force Main, Gwinnett County, GA 26,000 LF of 48" DIP, 28,000 LF of
42" DIP, 12,900 LF of 36" DIP - Contract $16,283,759.00 (2000)
Professional References:
Richard Crowe, Gwinnett County Dept of Water Resources - (678) 376-7107
Mark Ruprecht, Gwinnett County Dept of Water Resources - (678) 376-7112
Kent Wilson, Gwinnett County Dept of Water Resources - (678)376-7102
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S&P Project No. G124-06-02
Main Interceptor UP9lade Replacement Phase II
Augusta UlJ1ities Project No. 00007
r",
~, .
22) What is the largest contract (dollar costs) ever performed by your organization?
Name of Work: a.H. Ivie Pipeline
Total Contract Amount: $ 7 6 .000 , 000
Amount of Your Contract: $76,000,000
23) How much time was lost during the last two (2) years from strikes?
Total Man Days
-0-
Total Calendar Days:
-0-
Explain Cause:
(
{
~ .
FORM OF QUALIFICATION OF BIDDER
00450-8
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S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
PART ll- GENERAL FINANCIAL INFORMATION:
1) Give total contract value of work accomplished by your organization in each of the last
three (3) years:
2Ou.a. - $ 54.906.633 20ll.. - $ 57 , 939 ,083 20 06 - $ 45,437,645
2) Give contract value of work now pending award to your organization:
$
-0-
N/A
State amount requiring bond if awarded: $
3) Give the value of any judgments or liens outstanding against your organization:
$ None
Explain:
4)
Give names of Surety Companies & Agent under which you have functioned within the
last three (3) years:
2008 Travelers Casualty & Surety Co of America; First Horizon Ins Agency Inc.
200~ "
2006 "
"
"
5)
Estimate your maximum bonding capacity: $ 175 ,000 , 000 +
How much is unencumbered as ofthis date? $ 100,000,000 approx.
6) Has any Surety Company refused to write you a bond on any construction work? No
If yes, explain:
7) . What is the dollar val ue of the largest project you consider your organization is qualified to
undertake? .
$ 175,000,000
END OF SECTION
FORM OF QUALIFICATION OF BIDDER
00450-9
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JOHN D. STEPHENS, INC.
Equipment List
Equipment # Description Year
Trucks
11-1223 FORD F450 SUPER DUTY 1992
11-1251 357 PETERBUIL T - FUEL TRUCK 2000
11-1293 DODGE 3500 4WD - MOBILE DRILL 2001
11-1402 379 PETERBUIL T WHITE - LO-BOY 2002
11.1425 CHEVROLET 2500 4WD 2002
11-1429 DODGE 3500 - WELDING 2002
11-1464 CHEVROLET 2500 4WD 2003
11-1477 FREIGHTLlNER 2004
11-1476 FORD CREW CAB 2004
11-1493 CHEVROLET PICKUP 2004
11-1495 2005 DODGE - SAFETY TRUCK 2005
11-1570 CHEVROLET 2500 2005
11-1605 FORD F-250 PICKUP 2005
11-1593 CHEW 2500 4WD 2005
11-1607 CHEVY 2500 2005
11-1615 2005 DODGE 1500 2005
11-1635 F450 SERVICE TRUCK 2006
11-1647 2006 FREIGHTLlNER 2006
11-1646 2006 FREIGHTLlNER 2006
11-1649 2006 FREIGHTLlNER 2006
11-1650 2007 2500 DODGE 2007
11-1652 2007 FORD F-250 CHAD 2007
11-1656 2008 DODGE RAM 2500 ST 2006
11-1657 2008 DODGE RAM CC 3500 2006
11-1665 200724' FLAT BED STERLING 2007
11-1666 2007 FORD F-250 2007
11-1667 2007 DODGE RAM 3500 2007
11-1680 2007 DODGE RAM 3500 2007
11-1663 2007 MACK TRUCK - FUEL TRUCK 2007
11-1684 2008 DODGE RAM 1500 2008
11-1686 2008 FORD F-250 SO CREW CAB 2006
11-1692 2008 FORD F-250 SUPER CAB 4X4 2006
11-1719 2008 CHEVROLET 1500 2006
11-489 F7000 WATER TRUCK 1966
Off Road Trucks
8-634 CAT D25C ROCK TRUCK
6-867 CAT D25C ROCK TRUCK
8-1636 Komatsu Truck
8-1668 MST 2500
8-1674 TEREX ARTICULATED TRUCK TA27 2005
8.1675 TEREXARTICULATED TRUCK TA27 2005
All Equipment is owned and operated bv John D. Steohens. Inc.
Maintained in superior condition and available as needed for this oroiect.
Page 1
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JOHN D. STEPHENS, INC.
Equipment List
Equipment # OeserloUon Year
Excavators
12-1226 PC120-6 PLATE TAMP
12-1420 KOMATSU PC35
12-1445 KOMATSU PC400
12-1456 200LC-6 KOMATSU HAMMER
12-1467 PC1100 EXCAVATOR
12-1480 PC210LC-7K
12-1496 PC 400LC-7
12-1497 PC 35MR-1
12-1498 PC 400LC-7L
12-1499 PC 400LC-7L
12-1621 Pc 220 LC-7
12-1632 PC 200 LC-7
12-1654 DX420LC DOOSAN
12-1673 PC400LC-7EO EXCAVATOR
12-1678 PC600LC-8
12-1679 PC220LC-8
12-1681 PC200LC-8
12-1682 PC200LC-8
12-1691 PC400LC-8
12-1693 PC400LC-8
12-1696 PC160LC-7EO
12-1697 PC138USLC-8
12-819 PC400LC-3 SHOVEL
12-1700 PC 300LC-7EO
12-1701 PC220LC-8
Rubber Tire Back Hoes
13-1129 416CIT CAT BACKHOE
13-1157 CAT BACKHOE 4X4
13-1167 CAT BACKHOE
13-1177 CAT BACKHOE
Track Loaders
14-1140 CAT 953LGP
14-1718 KOMATSU CD30-1 SKID STEER
Loaders
15-1481 WA 380 LOADER
15-1482 WA 380 LOADER
15-1485 WA320 LOADER
15-1490 WA470 KOMATSU LOADER
15-1492 WA380H LOADER
15-1645 JD 544J ARTICULATED LOADER
15-1646 JD 624J ARTICULATED LOADER
15-1662 KOMATSU WA500-6
15-1670 WA380-5L LOADER
15-651 WA350 LOADER
Farm Tractors
16-1145 3930 FORD TRACTOR
16-1146 3930 FORD TRACTOR
Dozers
17-559 D31P DOZER
17-1263 D65EXL-12 DOZER
17-1448 KOMATSU D61PX
17-1473 D61PX -12
17-1488 D31P-20
17-1634 D41P DOZER
17-1637 D41P DOZER
17-1671 D61PX-12
17-1277 D21-A
17-1694 D61EX-15 DOZER
Page 2
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JOHN D. STEPHENS, INC.
Equipment List
Equipment # Description Year
Welders
20-1 032 LINCOLN WELDER RANGER 8
20-1253 MILLER WELDER 225D
20-1433 MILLER 301 D WELDER JOSE
20-1653 MILLER TRAILBLAZER 302 DIESEL
20-569 MILLER WIRE WELDER
20-668 MILLER WIRE WELDER
Air ComDressor
21-1209 AIR COMPRESSOR INGERSOL
21-1235 INGERSOLL RAND AIR C
21-1466 INGER SOL RAND T30
21-1479 INGERSOLL RAND COMP P18WJD
21-1550 EMGLO PORTABLE AC
21-1686 AIR COMPRESSOR INGERSOL
21-1689 ASD 30 175 PSI 460 AIR COMPRESSOR
21-725 AIR COMPRESSOR GARD-DENV
21-726 AIR COMPRESSOR GARD-DENV
21-728 AIR COMPRESSOR GARD-DENV
21-797 AIR COMPRESSOR INGERSOL
21-968 INGERSOL RAND T30
Rock Drills
22-1611 ROCK DRILL INGERSOL ECM590
22-1663 MOBILE B31 DRILL RIG
22-1664 FURUKAWA 900ES
22-1669 ROCK DRILL ECM660 IV 2007
22-1676 FURUKAWA HCR 1200 ED ROCK DRILL
22-1687 FURUKAWA HYD 900ES ROCK DRILL
22-1690 FURUKAWA HCR 900ES ROCK DRILL
Air Tools
23-1538 MW ROCK DRILL
23-1539 1 R MX90 JACK HAMMER
23-1551 MW ROCK DRILL
23-209 1 RMX90 JACK HAMMER
23-247 GARDENER DENVER JACK HAMMER 30LB
23-302 IR MX90 JACK HAMMER
23-303 GARDENER DENVER JACK HAMMER
23-341 APT JACK HAMMER MODEL #180
23-586 CP 1240 JACK HAMMER
23-653 GARDENER DENVER JACK HAMMER
23-654 CP AIR SPADE
Water PumDS
24-1014 WATER PUMP GODWIN DPC300
24-106 MUD HOG PARTS
24-1233 WATER PUMP RICE HYDR
24-1274 WATER PUMP THOMPSON V456
24-1643 THOMPSON WATER PUMP
24-1658 GODWIN PUMP
24.1659 GODWIN PUMP
24-1660 CH&E 55A31 SRHM
24-1661 CH&E 55A31 SRHM
24-1722 THOMPSON PUMP
24-212 WATER PUMP MUD HOG
24-773 WATER PUMP 55AQS
24-774 WATER PUMP MUDHOG
24-776 WATER PUMP MUD HOG
24-779 WATER PUMP TEST DPH3B
24-780 WATER PUMP THOMPSON 6V224
24-781 WATER PUMP THOMPSON 6V225
24-783 THOMPSON VACUUM PUMP 6V227
24-784 WATER PUMP THOMP VAC 6V228
Page 3
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JOHN D. STEPHENS, INC.
Equipment List
EaulDment # DescrlDtlon Year
24-785 WATER PUMP THOMPSON 6V229
Electric PumDs
26-1531 ELECTRIC WATER PUMP 3" TSURUMI
26-1532 ELECTRIC WATER PUMP 4" TSURUMI
26-1533 ELECTRIC WATER PUMP 4" FLYGHT
26-1534 ELECTRIC WATER PUMP 3" TSURUMI
26-1536 ELECTRIC WATER PUMP 3"TSURUMll0311311
26-1546 ELECTRIC WATER PUMP 4" TSURUMI 8690143
26-1568 ELECTRIC WATER PUMP 4"TSURUMI10078399
26-1698 ELECTRIC WATER PUMP 4" TSURUMI
26-1699 ELECTRIC WATER PUMP 3" TSURUMI
26-327 ELECTRIC WATER PUMP TSURUMI610041214
26-509 ELECTRIC WATER PUMP 3" TSURUMI
26-637 ELECTRIC WATER PUMP 4" FL YGHT
26-657 ELECTRIC WATER PUMP 4" FL YGHT
26-721 ELECTRIC WATER PUMP 3" FL YGHT
26-739 ELECTRIC WATER PUMP 3" TSURUMI
26-878 ELECTRIC WATER PUMP 4" TSURUMI
Comoaction Eauioment
28-1176 VIBRATORY ROLLER SD100
28-1224 815 F COMPACTOR
28-1579 MQ JUMP JACK MT65H
28-1644 INGERSOL RAN SD45D ROLLER
28-553 WACKER PACKER
28-554 WACKER PACKER
Plate Comoactor
29-719 ALLIED HI-PAC COMPAC
29-1715 STANLEY PLATE TAMP
29-1716 TRAMAC PLATE TAMP -
Laser Beams
31-1004 GL2500 AGl LAZER
31-1005 GRADElIGHT LAZER 2500
31-1006 AGL 2500 LAZER
31-1007 AGL 2500 LAZER
31-1039 GL2500 AGl LAZER
31-1721 PIPER 200 LAZER
PiDe/Chain Saws
33-1000 STIHL CHAIN SAW MS 250
33-1011 8TIHL CHAIN SAW MS 290
33-1055 T8700
33-1125 STIHL T8 420
33-1510 STIHL T8700 SAW
33-1511 SOKKIA 320
33-1512 STIHL TS700 PIPE SAW
33-1513 STIHL 039 CHAIN SAW
33-1515 STIHL TS 510 PIPE SAW
33-1559 STIHL BT75 POLE SAW
33-1563 STIHL 029 CHAIN SAW
33-690 D.W. TRANSIT l T8 300P
33-741 STIHL TS 700 SAW
33-899 HUSKY 246 CHAIN SAW 20"
33-938 STIHL 180C
Page 4
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JOHN D. STEPHENS, INC.
Equipment List
Eauloment # Descriotlon Year
Gas Detectors
33-1516 CROWCON CR2
33-1522 CROWCON
33-1523 BW GAS DETECTOR GA4
33-1524 CROWCON
33-1525 BW GAS DETECTOR GN2.
33-1526 BW GAS DETECTOR GA5
33-1527 BW GAS DETECTOR GA7
33-1528 CROWCON
33-1545 CROWCON
33-1572 BW GAS DETECTOR GAB
Generators
33-1489 GENERATOR (NEWI
33-1518 HONDA GENERATOR
33-1581 COLEMAN 1850 GENERATOR
33-1651 GENERATOR
33-942 BURCO GENERATOR
33-943 BURCO GENERATOR
33-944 BURCO GENERATOR
33-945 BURCO GENERATOR
33-946 BURCO GENERATOR
Brooms
33-1070 WALDON SWEEPMASTER B 1993
33-1231 WALDON SWEEPMASTER B 1991
33-681 WALDON SWEEPMASTER B
Survev EauiDment
33-1020 LIETZ 115 LEVEL TRANSIT
33-1123 TOP CON AT22A LEVEL
33-1459 NIKON AC-25 LEVEL
33-1503 SOKKIA 301 TRANSIT
33-1504 LIETZ 115 TRANSIT
33-1505 TOPCON AG-30B TRANSIT
33-1506 TOPCON ATG6 LEVEL
33-1562 NIKON AC-25 LEVEL
33-1564 SOKKIA C32 LEVEL
33-1565 LIETZ 81 LEVEL
33-1574 TOPCON AT-G6 LEVEL
33-1575 SOKKIA 301 TRANSIT
33-1576 SOKKIA B2C
33-1577 PENT AX TH20C
33-670 TOP CON LEVEL AT -F6
33-671 LIETZ 301 TRANSIT
33-887 TOPCON LEVEL AT G-1
33-975 SOKIA LEVEL B21
Page 5
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JOHN D. STEPHENS, INC.
Equipment List
EQuipment # Descril'ltlon Year
Misc. Tools
33-1018 METROTECH 810 PIPE LOCATOR
33-1056 WHITEMAN MORTAR MIXE
33-1065 SCHONSTEDT MAGNETIC LOCATOR
33-1105 AMERICAN 20-50 BORIN
33-1155 KUBOTA MOWER F2400
33-1254 KAWASAKI MULE
33-1275 OKADA HYDRAULIC HAMM
33-1285 LITTLE BEAVER AUGER
33-1286 EDCO 16" FLOOR SAW
33-1287 EDCO 16" FLOOR SAW
33-1288 EDCO 14" FLOOR SAW
33-1517 GENERAL EP 8 BLOWER
33-1520 GENERAL EP 8 BLOWER
33-1521 MUELLER B-1 00 TAP MACHINE
33-1537 GENERAL EP8 BLOWER
33-1538 HOMELlTE GAS BLOWER
33-1540 GENERAL EP8 BLOWER
33-1541 MUELLER 0-5 TAP MACHINE
33-1542 MUELLER 0-5 TAP MACHINE
33-1543 MUELLER B-101 TAP MACHINE
33-1552 CHERNIE AIR TEST KIT
33-1553 WACKER CONC VIBRATOR
33-1558 CONDE' MH TEST KIT
33-1578 GENERAL BLOWER EP8
33-1595 BUSH HOG PULVERIZER PVS720 2005
33-1613 FUEL TANK WI AIR COMPRESSOR
33-1633 MARLOW FUEL PUMP 2AM32
33-1672 PVS840 BUSHHOG PUL VIRIZER
33-1695 KUBOTA TRACTOR AND MOWER
33-1702 200 GAL FUEL TANK
33-1703 250 GAL FUEL TANK
33-1704 250 GAL FUEL TANK
33-1705 250 GAL FUEL TANK
33-1706 10000 GAL FUEL TANK
33-1707 JRB ROOT RAKE WA 380
33-1708 PEMBERTON BOOM
33-1709 KENKO PIPE CLAMP 36" DIP
33-1710 PC200 GRAPPLE
33-1711 FARM TRACTOR DISK
33-1712 CONCRETE BUCKET
33-1713 CONCRETE BUCKET
33-1714 GRIZZLY
33-1717 250 GAL TANK FROM TRAILER
33-1723 PC 200 DOZER BLADE
33-431 NEW YORK BLOWER
33-550 PEMBERTON ROOT RAKE
33-730 12" BLOWER
33-840 JDS Winch
33-841 KENT HYDRAULIC HAMME
33-886 METROTECH PIPE LOCAT
33-948 SCHONSTEDT PIPE LOCA
33-979 GRUNDOMAT PIERCING T
Page 6
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JOHN D. STEPHENS, INC.
Equipment List
Eaujoment # Descrlotlon Year
Buckets
36-9704 PC120-32" BUCKET
36-9708 PC 600-48" BUCKET
36-9709 EX400-84" BUCKET
36-9710 PC220-42" BUCKET
36-9711 PC 400-24" BUCKET
36-9712 PC 200-60" BUCKET SMOOTH MOUTH
36-9714 DOOSAN-48" BUCKET
36-9715 PC 300-60" BUCKET
36-9716 416B-24" BUCKET 4-4TOO01
36-9717 PC 300-67"
36-9718 416B-24" HD BUCKET 5-4TOO01
36-9719 PC 160 - 60" smooth
36-9720 PC 1100-96" BUCKET
36-9721 PC 200 BUCKET 54"
36-9722 GEITH 400 BUCKET 42:
36-9724 oc 200 24"
36-9725 PC220-36" BUCKET
36-9726 PC400-54" BUCKET
36-9727 T AKEUCHI-1 0" BUCKET
36-9730 200-84" BUCKET SMOOTH MOUTH
36-9731 416-24" BUCKET
36-9732 PC400-60" BUCKET
36-9733 EX550-84" BUCKET
36-9734 ESCO 36" MISC BUCKET
36-9735 PC200-48"
36-9736 PC300-71" BUCKET
36-9740 PC200-42" BUCKET
36-9742 PC300-96" BUCKET
36-9743 PC400-72" BUCKET
36-9746 416B-24" BUCKET
36-9747 WA420 CAT SIDE DUMP
36-9749 PC400-48" BUCKET
36-9750 PC 400-72" BUCKET
36-9752 PC450-42" BUCKET
36-9754 PC300-67" BUCKET
36-9756 PC300-48" BUCKET
36-9757 PC 600-72" BUCKET
36-9759 HINGE BUCKET 70"
36-9762 PC220-72" BUCKET
36-9763 PC220-52" BUCKET
36-9764 PC40Q-54" BUCKET
36-9765 PC30Q-84" BUCKET
36-9766 PC220-54" BUCKET
36-9767 PC400-90" BUCKET
36-9768 PC220-30" BUCKET 7-P160
36-9769 PC 1100 BUCKET 72"
36-9772 PC220-30" BUCKET
36-9776 PC 300 BUCKET 3D"
36-9780 PC 400 BUCKET 42"
36-9783 PC400-84" BUCKET CLE
36-9784 PC1100-48" BUCKET
36-9787 PC 400 BUKET 54"
36-9790 400 SHOVEL BUCKET
36-9794 PC400-48" BUCKET
36-9796 PC 400 BUCKET 48"
Solit Buckets
40-67-45 Solit Bucket
40-109-72 Split Bucket
40-100-82 Solit Bucket
40-94-30 Solit Bucket
40-70-44 Split Bucket
40-132-96 Solit Bucket
Page 7
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JOHN D. STEPHENS, INC.
Equipment List
Equipment # Description Year
Gravel Boxes
37-9801 GRAVEL BOX 8'X13'6"X
37-9802 GRAVEL BOX 5'6"X11'6
37-9803 GRAVEL BOX 10'X13'2"WI PULL BAR
37-9804 GRAVEL BOX 6'X10'X4'
37-9805 GRAVEL BOX 11'X14'X6
37-9806 GRAVEL BOX 8'-8" YELLOW DUMP BED
37-9807 GRAVEL BOX 7'-6" ALLISON BODY
37-9808 GRAVEL BOX 8' WI PULL BAR GREY
Trench Boxes
38-9901 TRENCH BOX-NON ADJUS 28x4.5x6
38-9902 TRENCH BOX-NON ADJUS 28x5x6
38-9903 TRENCH BOX-NON ADJUS 28x4.5x6
38-9907 TRENCH BOX-NON ADJUS 28x4.5x6
38-9908 TRENCH BOX-NON ADJUS 3Ox7x8
38-9909 TRENCH BOX-NON ADJUS 10x4x8
38-9910 TRENCH BOX-NON ADJUS 45x6.5x9
38-9911 TRENCH BOX-NON ADJUS 28x5.5x8
38-9912 TRENCH BOX-NON ADJUS 28x7xl1.5
38-9914 TRENCH BOX-NON ADJUS 15x4x8
38-9915 TRENCH BOX-NON ADJUS 8x3x6
38-9916 TRENCH BOX-NON ADJUS 6x8x4.5
38-9917 TRENCH BOX-NON ADJUS 13xl0x6
38-9918 TRENCH BOX-NON ADJUS IOX11x8
38-9919 TRENCH BOX-ADJUSTABL tunnel boxes
38-9920 TRENCH BOX-NON ADJUS MH Box 12x10x8
38-9922 TRENCH BOX-NON ADJUS MH Box Beam & Plate
38-9923 TRENCH BOX-NON ADJUS 28x3x6
38-9924 TRENCH BOX-NON ADJUS 28x6x10
38-9925 TRENCH BOX-NON ADJUS 14x4.5x8
38-9926 TRENCH BOX-NON ADJUS tunnel boxes
38-9927 TRENCH BOX-NON ADJUS tunnel boxes
38-9928 TRENCH BOX-NON ADJUS MH Box 10x7xl0
38-9929 TRENCH BOX-NON ADJUS MH Box 10x7xl 0
38-9930 TRENCH BOX-NON ADJUS 14x4.5x8
38-9931 TRENCH BOX-NON ADJUS M07071279
38-9932 TRENCH BOX-NON ADJUS M07071280
Rollers
39-00-57-14 DITCH ROLLER ROLL HEIGHT 14
39-00-69-14 DITCH ROLLER ROLL HEIGHT 14
39-00-81-10 DITCH ROLLER HEIGHT 14"
39-125-168-81 PIPE ROLLER HEIGHT 81"
39-39-105-42 PIPE ROLLER HEIGHT 42"
39-41-66-42 PIPE ROLLER HEIGHT 42"
39-42-66-51 PIPE ROLLER
39-44-101-43 PIPE ROLLER iPAm HEIGHT 43"
39-47-72-45 PIPE ROLLER HEIGHT 45"
39-55-78.52 PIPE ROLLER ROLL HEIGHT 52
39-67-92-64 PIPE ROLLER HEIGHT 64"
39-72-96-62 PIPE ROLLER HEIGHT 62"
39-76-100-66 PIPE ROLLER
39-76-100-82 PIPE ROLLER HEIGHT 82"
39-90-170-41 PIPE ROLLER HEIGHT 41"
39-96-119-76 PIPE ROLLER (PAD) HEIGHT 76"
39-84-60 PIPE ROLLER ADJUSTABLE 84" TO 60"
39-00-72 DITCH ROLLER 72" WIDE
39-00-60 DITCH ROLLER 60" WIDE
39-00-45 DITCH ROLLER 45" WIDE
39-72-30 PIPE ROLLER ADJUSTABLE 72 TO 30
39-144-65 PIPE ROLLER
39-52-52 PIPE ROLLER
39-164-116 PIPE ROLLER
Page 8
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,,',STATE':OFG:EORGIA .
l<ARENIIANDEL;, Secl'etary of State
.. 'stai6~GbriSt{QctiQriIridu.~ttybc:e~sing BO~fd
. ""', :Vtiiit}r'Contra:Ctof '.
LICENIi;E.'NO>" ,UC300125
.,. .
<'~9hn));. $.teph~~,Iri.c. .
212'HUrri~arie:Sh6als Rd,'RE.
. ':.:,'-". --', ",: .; ..:.. '",'.. ":'.
..: ,,', . ::t;a~~~ceYillci G.A,-~0045
ExJ?l:RATtONDA.$ :--04/30/2011
.;". ,Adiye
. '::':'.7
...... STA'fii:OF.GEORGIA
:KARENH!~ 'UEL, Secretary of State
-State Construclion Iridustry Licensing Board
, '. Utility Contractor .'
LICENSE NO'. . UC300125
John D. Stephens, Inc.
272 Hiirrici1I;le.Shoals Rd.,N.E.
I,.awrenceville GA30'045
John D. Stephens, Inc.
272 Hurricane Shoals Rd., N.E.
Lawrenceville GA 30045
EXPIRATION DATE - 04/30/2011
Active .'
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Revision Date
August. 2001
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GENERAL CONDITIONS
ARTICLE I--DEFINITIONS
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Wherever used in these General Conditions or in the other Contract Documents the following terms have the
meanings indicated, which are applicable to both the singular and plural thereot
Addenda- Any changes, revisions or clarifications of the Contract Documents which have been duly issued by
OWNER to prospective Bidders prior to the time of opening of Bids.
Agreement-The written agreement between OWNER and CONTRACTOR covering the Work to be performed;
other Contract Documents are attached to the Agreement and made a part thereof as provided therein.
Application for Payment-The form accepted by PROFESSIONAL which is to be used by CONTRACTOR in
requesting progress or final payments and which is to include such supporting documentation as is required by
the Contract Documents.
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Bid-The offer or proposal ofthe bidder submitted on the prescribed form setting forth the price(s) for the Work
to be performed.
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Bonds-Bid, performance and payment bonds and other instruments of security furnished by CONTRACTOR
and its Surety in accordance with the Contract Documents.
.
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Change Order- A document recommended by PROFESSIONAL, which is signed by CONTRACTORarfd
OWNER, and authorizes an addition, deletion or revision in the Work, or an adjustment in the Contract Price or
the Contract Time, issued on or after the Effective Date of the Agreement.
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Contract Documents-The Agreement: Addenda (which pertain to the Contract Documents); CONTRACTOR's
Bid (including documentation accompanying the Bid and any post-Bid documentation submitted prior tothe
Notice of Award) when attached as an exhibit to the Agreement; the Bonds; these General Conditions; the
Supplementary Conditions; the Plans, Specifications and the Drawings as the same are more specifically
identified in the Agreement; Certificates of Insurance; Notice of Award; and Change Order duly delivered after
execution of Contract together with all amendments, modifications and supplements issued pursuantto
paragraphs 3.3 and 3.5 or after the Effective Date of the Agreement.
Contract Price- The moneys payable by OWNER to CONTRACTOR under the Contract Documents as stated
in the Agreement (subject to the provisions of paragraph 11.9.1 in the case of Unit Price Work).
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Contract Time-The number of days (computed as provided in paragraph 172.1) or the date stated in the
Agreement for the completion of the Work.
CONTRACTOR- The person, firm or corporation with whom OWNER has entered into the Agreement.
COUNTY-Richmond County, Georgia, or Augusta, Georgia, political subdivisions of the State of Georgia, the
Augusta-Richmond County Commission, and its authorized designees, agents, or employees.
Day- Either a working day or calendar day as specified in the bid documents. If a calendar day shoulcl1'all on a
legal holiday, that day will be omitted from the computation. Legal Holidays: New Year's Day, Martin Luther
King Day, Memorial Day, 4th of July, Labor Day, Veterans Day, Thanksgiving Day and the following Friday,
and Christmas Day. . ......
Defective-An adjective which, when modifying the word Work, refers to Work that is unsatisfactory, faulty or
GC-1
Page 1 of 52
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Revision Date
August 20()].
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by or for CONTRACTOR to illustrate some portion of the Work and all illustrations, brochures, standard
schedules, performance charts, instructions, diagrams and other information prepared by a Supplier and
submitted by CONTRACTOR to illustrate material or equipment for some portion of the Work.
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Specifications-Those portions of the Contract Documents consisting of written technical descriptions of
materials, equipment, construction systems, standards and workmanship as applied to the Work and certain
administrative details applicable thereto.
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Subcontractor- An individual, firm or corporation having a direct contract with CONTRACTOR or with any other
SUBCONTRACTOR for the performance of a part of the Work at the site.
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Substantial Completion-The Work (or a specified part thereof) has progressed to the point where, in the
opinion of PROFESSIONAL as evidenced by PROFESSIONAL's definitive certificate of Substantial
Completion, it is sufficiently complete, in accordance with the Contract Documents, so that the Work (or
specified part) can be used for the purposes for which it is intended, or if there be no such certificate issued,
when final payment is due in accordance with paragraph 14.13. The terms "substantially complete" and
"substantially completed" as applied to any Work refer to Substantial Completion thereof.
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Supplementary Conditions- The part of the Contract Documents which amends or supplements these General
Conditions.
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Supplier- A manufacturer, fabricator, supplier, distributor, materialman or vendor.
.
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Underground Facilities-All pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels or other
such facilities or attachments, and any encasement containing such facilities which have been installed
underground to furnish any of the following services or materials: electricity, gases, steam, liquid petroleum
products, telephone or other communications, cable television, sewage and drainage removal, traffic or other
control systems, or water.
Unit Price Work- Work to be paid for on the basis of unit prices.
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Work-The entire completed construction or the various separately identifiable parts thereof required to be
furnished under the Contract Documents. Work is the result of performing services, furnishing labor'and
furnishing and incorporating materials and equipment into the construction, and furnishing documents,all as
required by the Contract Documents.
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Work Change Directive-A written directive to CONTRACTOR, issued on or after the Effective Date of the
Agreement and signed by OWNER and recommended by PROFESSIONAL, ordering an addition, deletion or
revision in the Work, or responding to differing or unforeseen physical conditions under which the Work is to
be performed as provided in paragraph 4.2 or 4.3 or to emergencies under paragraph 6.22. A Work Change
Directive may not change the Contract Price or the Contract Time but is evidence that the parties expect that
the change directed or documented by a Work Change Directive will be incorporated in a subsequently issu~~
Change Order following negotiations by the parties as to its effect, if any, on the Contract Price or Contract
Time as provided in Article 10.
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Written Amendment-A written amendment of the Contract Documents, signed by OWNER and
CONTRACTOR on or after the Effective Date of the Agreement and normally dealing with the non~engineering
or non-technical rather than strictly Work-related aspects of the Contract Documents.
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GC-3
Page 3 of 52
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Revision Date
August 2001
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2.7. Before any Work at the site is started, CONTRACTOR shall deliver to OWNER, with copies to
each additional insured identified in the Supplementary Conditions, an original policy or certified copies of
each insurance policy (and other evidence ofinsurance\vhich OWNER may reasonably request) which
CONTRACTOR is required to purchase and maintain in accordance with Article 5.
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Pre-construction Conference:
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..2.8. Befor~ any VVorkatthesite is started, a conference attended by CONTRACTOR, OWNER,
PROFESSIONAL and others as appropriate will be held to establish a working understanding among the
parties as to the Work and to discuss the schedules referTed to in 2.6 as well as procedures for handling Shop
Drawings and other submittals, processing applications for payment and maintaining required records.
, . - - .
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FiniJlizing Scheclules:
2.9 .Atl~astten dc:iysbefor~~ubmissibn. bfthe .first Application for Payment, a conference attended by
CONTRACTOR, PROFESSIONAL and OWNER ahd others as appropriate will be held to finalize the
schedul~s submitted in accClrdance with Raragr~ph 2.6.C.oNTRACTOR shall have an additional ten (10)
<:(2f.end(1f d~x~to .make c;orTecti6ns.andadjustrtlents and to. complete and resubmit the. schedules:..No
progress payment shall be. made to SONTRACTORuntil the schedules are submitted and ac;cept(1bleto
OWNSR. ~nd PROFSSSIOf'.Jjl.L. ~s provided below. The fin(1lized progress schedule will be accept(19le to
OWNER anciPROFE?SIOf'.JAL. ~spr()viding.(1norderly.progression of the Work to compfetior wit~ir. any
~pecinedMile!)tones~rici...the 9ontr(1ct.Ti~e,~ut sUfh.a~ceptance will neither impose6n PROFESSlqNAL
respcmsibiHty for the!)equen9ing,sch~duli~g or progr~ss of the Work nor interfere with orreli~v~
c;Of'.JTf}ACT()RfrClIll full resporisibilityither~for.The finalized schedule of Shop Drawing sUbmi~sions.~nd
Sample submissions will be acceptable to PROFESSIONAL as providing a workable arrangEll11ent for
reviewing and processing the submissions. CONTRACTOR's schedule of values shall be approved by
PROFESSIONAL as to form and substance.
.... .... CbNTRA9TOR, inadai~iont()preparingahinitiallyacceptable schedule, shaU be responsible for
~ail'1tainingtheschedule, il1c1uding updatingsfhedule. ~chedule updates shall include progression of work as
compared to scheduled progresS on work. SchedulEfupciates shall accompany each pay request .
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GC-5
Page 5 of 52
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Revision Date
August 2001
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As indicated in paragraphs 11.2 and 12.1, Contract Price and Contract Time may only be changed by a
Change Order or a Written Amendment.
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3.7. In addition, the requirements of the Contract Documents may be supplemented, and minor
variations and deviations in the Work may be authorized in one or more of the following ways:
3.7.1. a Field Order (pursuant to paragraph 9.5).
3.7.2. PROFE$SlbNAL's approval ofa Shop Drawing or sample (pursuant to paragraphs 6.24 and
6.26), or
3.7.3. PROFESSIONAL's written interpretation or clarification (pursuant to paragraph 9.4).
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Reuse of documents:
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3.8. Neither CONTRACTOR nor any Subcontractor or Supplier or other person or organization
performing or furnishing any of the Work under a direct or indirect contr,u;t with OWNER shall have or acquire
any title to or OWNERSHIP rights in any of the Drawings, Specifications or other documents (or copies of any
thereof) prepared by or bearing theseal of PROFESSIONAL or PROF~SSIONAL's consultant; t:ind they shall
not reuse such Drawings; Specifications or other documents (or copies of any thereof) on extensio~s of the
Project or any other project without written consent of OWNER and PROFESSIONAL and specificwritteh
verification or adaptation by PROFESSIONAL
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GC-7
Page 7 of 52
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Revision DatI!
August 20Q1
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performed after direction is provided by the PROFESSIONAL.
Physical Conditions-Underground Facilities:
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4.3.1. Shown or Indicated: The informatiori and data shown or indicated in the Contract Documents
with respect to existing Underground Faciliti~sat or contiguous to the site is based on information .and data
furnished to OWNER or PROFESSIONAL by OWNER'S of such Underground Facilities or by others. Unless
it is otherwise expressly provided in the Supplementary Conditions:
4.3.1.1.()WNER "md PROFESSIONAL shall not be responsible for the accuracy or completeness of
any such information or data; and
4.3.1.2. Thecost()fall()f the following will be iricluded.iri the Contract Price and CONTRACTO~shall
havefull responsibility forreviewing and?hecking~lI~u?hinf()rmation and datafor locating all U~derground
Facilities shown or indicated in the Contra?t Documents, for coordination ()ftheWork withtheOWNE~'Sof
such U~derground ~ai::ilities dUringconstru.ction, for the safety and protection thereof as. provided in para~raph
6.20 and repairing any damage thereto resulting from the Work, the cost of all bf which will beccinsidered as
having been included in the Contract Price.
4.3.2. Not Shown or IhdicatffcJ.. .'fari UndergroOndF acilityis uncOvered or revealEldat orc()ntigOous to
the site which was not shown or indicated in the Contract Documents and which CONTRACTOR could not
reaso~ablyhavebe~n ~xpec;ted ~ob~.awareof,.... CONT~CTO~.shall,proinptly~fterbecolTling aV\l~re thereof
and before performing anyWorka~ected t~erebyexcept in an emergency as permitted by paragraph 6.22,
identify the OWNER ofslJch. Underground FaciHt}fand gi\feV\lr~en notice ther~of tothat OWNER~nd to
OWNER and PROFESSIONAL..PR()FESSI()NAL V\lillpromptlyreviel/ith.e Und~r~ro~nd Fadlity.to .(jet~rm.ine
the ejdent to which the Co~t~act Documentssho~ld be modifiedto retIe?t anddo?ument theco~seguences of
the existenceoft~elJnd~rgr()(md Facility, andthElGontractDoc:u~~nt~will be~men(jed or~upplement~(jto
the extentnecessary~ During such time, CONTRACTOR shall be responsible forthesafety.andprote?tion of
such Underground Facility as provided in paragraph 6.20. CONTRACTOR shall be allowed an increase in the
ContradPriceor an extensi.on of the C()ntract Time,. or both, to the extent that they are .attributable to the
existence of any Underground Facility that l/i8snot shown or indicated intheContr~ctDocume~tsand wh.i?h
CONTRACTOR could not reasonably have been expected to be aware of. If the parties are unable to agree
as to the amount or length thereof, CONTRACTOR may make a claim therefor as provided in Articles 11 and
12.
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Reference Points:
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4.4. OWNER shall provide Engineering surveys to establish reference points for construction which in
PROFESSIONAL's judgment are necessary to enable CONTRACTOR to proceed with the Work.
CONTRACTOR shall be responsible for laying out the Work (unless otherwise specified in the General
Requirements), shall protect and preserve the established reference points and shall make no changes or
relocations without the prior written approval of OWNER. CONTRACTOR shall report to PROFESSIONAL
whenever any reference point is lost or destroyed or requires relocation because of necessary changes in
grades or locations, and shall be responsible for the accurate replacement or relocation of such reference
points by professionally qualified personnel.
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GC-9
Page 9 of 52
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Revision Date
.1\Ug1J.5t 2D01
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ARTICLE 5-BONDS AND INSURANCE
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Performance and Other Bonds:
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5.1. CONTRACTOR shall furnish performance and payment Bonds, each in an amount at least equal
to the Contract Price as Security for the faithful performance and payment of all CONTRACTOR's obligations
under the Contract Documents. These Bonds shall remain in effect at least until one year after the date When
final payment becomes due, except as otherwise provided by Law or Regulation or by the Contract
Documents. CONTRACTOR shall also furnish such other Bonds as are required by the . Supplement~ry
Conditions. All Bonds shall be in the forms prescribed by Law or Regulation or by the Contract Documerits
and be executed by such sureties as are named in the current list of "Companies Holding Certificates of
Authority as Acceptable Sureties on Federal Bonds, and as Acceptable Reinsuring Companies" as published
in Circular 570 (amended) by the Audit Staff Bureau of Accounts, U.S. Treasury Department. All BOhds
signed by an agent must be accompanied by a certified copy of the authority to act.
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Licensed Sureties and Insurers; Certificates of Insurance
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5.2.1 All bonds and insurance requiredby the Contract Documents to be purchased andm~intairi.ed
by CONTRACTOR shall be obtained from surety or insurance companies that are duly licensedor autho~2::ed
in the State of Georgia to issue bonds orInsurance policies for the limits andcoverag~s s? required. Allb?nds
signed by an agent must be accompanied by a certified copy of authority to act. Such surety and insur~nce
companies shall also meet such additional requiremerits and qualifications as may be provided in the
Supplementary. Conditions.
5.2.2. CONTRACTOR shall deliver to OWNER, with Copies to each additional insured identifi~c1rri
5.3, an original or a certified copy of the complete insurance policy for each policy required, certificates of
insurance (and other evidence of insurance requested by OWNER or any other additional insured)which
CONTRACTOR is required to purchase and maintain in accordance with 5.3.
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5.2.3. If the surety on any Bond furnished by CONTRACTOR is declared bankrupt orbecollles
insolvent or its right to do business is terniinated in any state where any part of the Project is located or it
ceases to meet the requirements of paragraph 5.1, CONTRACTOR shall within five days thereafter substitute
another Bond and Surety, both of which must be acceptable to OWNER.
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CONTRACTOR's Liability Insurance:
5.3. CONTRACTOR shall purchase and maintain such comprehensive general liability and other
insurance as is appropriate for the Work being performed and furnished and as will provide protection from
claims set forth below which may arise out of or result from CONTRACTOR's performance and furnishing of
the Work and CONTRACTOR's other obligations under the Contract Documents, whether it is to be performed
or furnished by CONTRACTOR, by any Subcontractor, by anyone directly orindirectly employed by any of
them to perform or furnish any of the Work, or by anyone for whose acts any of them may be liable:
5.3.1. Claims under workers' or workmen's compensation, disability benefits and cithef?imilar
employee benefit acts; ..
5.3.2. Claims for damages because of bodily injury, occupatiohal sickness or disease, orcleatl"l of
CONTRACTOR's employees;
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GC-11
Page 11 of 52
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Revision Date
August ::1:001
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Conditions, and shall include damages, losses and expenses arising out of or resulting from any insured loss
or incurred in the repair or replacement of any insured property (including but not limited to fees and charges
of PROFESSIONALs, architects, attorneys and other PROFESSIONALs). If not covered under the "all risk"
insurance or otherwise provided in the Supplementary Conditions, CONTRACTOR shall purchase and
maintain similar property insurance on portions of the Work stored on and off the site or in transit when such
portions of the Work are to be included in an Application for Payment.
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5.7. OWNER shall purchase and maintain such boiler and machinery insurance or additional property
insurance as may be required by the Supplementary Conditions or Laws and Regulations which will include
the interests of OWNER, CONTRACTOR, Subcontractors, PROFESSIONAL AND PROFESSIONAL's
consultants in the Work, all of whom shall be listed as insured or additional insured parties.
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5.8. All the policies of insurance (or the certificates or other evidence thereof) required to be
purchased and maintained by OWNER in accordance with paragraphs 5.6 and 5.7 will contain a provision or
endorsement that the coverage afforded will not be canceled or materially changed or renewal refused until at
least thirty days prior written notice has been given to CONTRACTOR by certified mail and will contain waiver
provisions in accordance with paragraph of 5.11.2.
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5.9. OWNER shall not be responsible for purchasing and maintaining any property insurance to
protect the Interests of CONTRACTOR, Subcontractors or others in the Work to the extent of any deduCtible
amounts that are provided in the Supplementary Conditions. The risk of loss within the deductible amount will
be borne by CONTRACTOR, Subcontractor or others suffering any such loss, and if any of them wishes
property insurance coverage within the limits of such amounts, each may purchase and mairitainitat the
purchaser's own expense.
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5.10. If CONTRACTOR requests in writing that other special insurance be included in the property
insurance policy, OWNER shall, if possible, indude such insurance, and the cost thereof will be charged to
CONTRACTOR by appropriate Change Order or Written Amendment. Prior to commencement of the Work at
the site, OWNER shall in writing advise CONTRACTOR whether or not such other insurance has been
procured by OWNER.
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Waiver of Rights:
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5.11.1. OWNER and CONTRACTOR waive all rights against each other for all losses and damages
caused by any of the perils covered by the policies of insurance provided in response to paragraphs 5.6 and
5.7 and other property insurance applicable to the Work, and also waive all such rights against the
Subcontractors, PROFESSIONAL, PROFESSIONAL's consultants and all other parties namedas insureds in
such policies for losses and damages so caused. As required by paragraph 6.11, each subcontract between
CONTRACTOR and a Subcontractor will contain similar waiver provisions by the Subcontractor in favor of
OWNER, CONTRACTOR, PROFESSIONAL, PROFESSIONAL's consultants and all other parties ncimedas
insureds. None of the above waivers shall extend to the rights that any of the insured parties may have to the
proceeds of insurance held by OWNER as trustee or otherwise payable under any policy so issued.'
5.11.2. OWNER and CONTRACTOR intend that policies provided in response to paragraphs 5.6 and
5.7 shall protect all of the parties insured and provide primary coverage for all losses and damages caused by
the perils covered thereby. Accordingly, all such policies shall contain provisions to the effect that in the event
of payment of any loss or damage the insurer will have no rights of recovery against any of the parties named
as insureds or additional insureds, and if the insurers require separate waiver forms td be signed- by
PROFESSIONAL or PROFESSIONAL's consultant, OWNER will obtain the same, and if such waiver forms
are required of any Subcontractor, CONTRACTOR will obtain the same.
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GC-13
Page 13 of 52
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Revision Date:
August 2001
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including attorneys' fees, arising out of or resulting from the performance of its Work, provided that any such
liability, claim, suit, demand, damage, loss, or expense (a) is attributable to bodily injury, sickness, disease or
death, or injury to or destruction of tangible property, including the loss of use resulting therefrom and (b) is
caused in whole or in part byan~ct or omission of CONTRACT()R, any Subcontractor, anyone directly or
indirectly employed by any of them, ora~yone for whos~ acts any of them may be liable, whether or not it is
caused in whole or in part by thenegligemceor other fault ofa party indemnified hereunder. .
5.16.2. In any and all daimsagainst ()WNER orCin)' of its agents or employees by any employee of
CONTRACTOR, any SUBCONTRACTOR,anyone direCtly()r indirectly employed by any ofthem, or anyone
for whose acts any of them may be liable, the indemnification obligation under the previous paragraph shall
not be limited in any way as to the amount or type of damages, compensation or benefits payable by or for
CONTRACTOR or anySUBCONTRACTOR under workmen's compensation acts, disability benefit acts, or
other employee benefit acts.
5.16:3. C;ONTRACTORshall inderr1nifyand h?IH harmles~ OWNER and anyone directly orindirectty
ernployed by it from and against all claims, suits, demands,damages, loSses expenses (including attorneys'
fees) arising out of any infringement on patent or copyrights held by others and shall defend all such claims in
connection with any alleged infringement of such rights.
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GC-15
Page 15 of 52
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Revision Dat.e
AUguBt JOQi
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Substitutes or "Or-Equal" Items:
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6.7.1. Whenever materials ar equipment are specified or described in the Cantract Dacuments by
using the name af a proprietary item orthe name af a particular Supplier, the naming afthe item is intended to
establish the type, functian and quality required. Unless the name is followed by words indicating that no.
substitutian is permitted, materials ar equipment of other Suppliers may be accepted by PROFESSIONAL if
sufficient informatian is submitted by CONTRACTOR to allow PROFESSIONAL to determine that the material
ar equipment propased is equivalent or equal to. that named. The pracedure far review by PROFESSI()NAL
will include the fallawing as supplemented in the General ReqUirements. Requests far review of substitute
items af material and equipment will nat be accepted by PROFESSIONAL fram anyone atherthan
CONTRACTOR If CONTRACTOR wishes to. furnish aruse a substitute. item of material ar equipf1'1ent,
CONTRACTOR shall make written application to. PROFESSIONAL for acceptance thereof, . certifying that the
propased substitute will perform adequately the functions and achieve the results called for by the general
design, be similar and of equal substance to that specified and be suited to the same use as that specified.
The applicatian will state that the evaluatian and acceptance ofthe proposed substitute will not prejudice
CONTRACTOR's achievement af Substantial Completion an time, whetheror not acceptance ofthe substitute
for use in the Work will require a change in any of the CantractDacuments (ar in the provisions of any?t.her
direct contract with OWNER for work on the Praject) to adapt the design. to. the proposed substitute . ~~d
whether or nat incorporation or use of the substitute in connection with the Work is subject to. payment of any
license fee ar royalty. All variatians af the proposed substitute fram that specified will be identified in the
applicatian and available maintenance, repair and replacement service will be indicated. The applil:atianlNill
also. cantain an itemized estimate af all casts that will result directly arindirectly fram acceptance af such
substitute, including costs af redesign and claims of other contractors affected by the resulting change, all of
which shall be considered by PROFESSIONAL. In evalLJatingthe propased substitute, PROFESSIONAL may
require CONTRACTOR to. furnish, at CONTRACTOR's expense, additional data abaut the propos~
substitute.
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6.7.2. If a specific means, method, technique, sequence ar procedure of construction is indicatedinor
required by the Cantract Documents, CONTRACTOR may furnish or utilize a. substitute means, .methad,
sequence, technique or pracedure of cons tructi an acceptable to. PROFESSIONAL, if CONTRACTORsubrnits
sufficient informatian to allow PROFESSIONAL to. determine that the substitute praposed is equivalentta that
indicated ar required by the Contract Documents. The procedure for review by PROFESSIONAL will be .similar
to. that provided in paragraph 6.7.1 as applied by PROFESSIONAL and as may be supplemented in the Gen-
eral Requirements.
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6.7.3. PROFESSIONAL will be allowed a reasonable time within which to. evaluate each proposed
substitute. PROFESSIONAL will be the sole judge af acceptability and no. substitute will be ordered, installed
or utilized without PROFESSIONAL's prior written acceptance which will be evidenced by either a Change
Order ar an approved Shop Drawing. OWNER may require CONTRACTOR to. furnish, at CONTRACTOR's
expense, a special performance guarantee or other surety with respect to.. any substitute.. P~OFESSION.A.Lvvill
record time required by PROFESSIONAL and PROFESSIONAL'scansultants in evaluating substitutians
propased by CONTRACTOR and in making changes inthe Contract Dacuments accasioned thereby: Whether
or not PROFESSIONAL accepts a proposed substitute, CONTRACTOR shall reimbutseOWNERfar the
charges of PROFESSIONAL and PROFESSIONAL's consultants for evaluating each proposed substitute.
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Concerning Subcontractors, Suppliers and Others:
6.8.1. CONTRACTOR shall nat em play any Subcantractar, Supplier orother persan ar organization
(including those acceptable to OWNER and PROFESSIONAL as indicated in paragraph 6.8.2) whether initially
or as a substitute, against whom OWNER or PROFESSIONAL may have reasanableabjectian.
CONTRACTOR shall not be required to emplay any Subcontractor, Supplier ar ather person or organizatianta
furnish ar perfarm any of the Wark against whom CONTRACTOR has reasanable abjectian.
GC-17
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Page 17 of 52
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Revision Date
AUgust 2001
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process will be considered for time extensions only and no damages or additional compensation for delay will
be allowed.
Laws and Regulations:
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6.14.1. CONTRACTOR shall give all notices and comply with all Laws and Regulations applicable to
furnishing and performance of the Work. Except where otherwise expressly required by applicable Laws and
Regulations, neither OWNER nor PROFESSIONAL shall be responsible for monitoring CONTRACTOR's
compliance with any Laws or Regulations.
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6.14.2. If CONTRACTOR observes that any of the Contract Documents are contradictory to such
laws, rules, and regulations, it will notify the Project Manager promptly in writing. Any necessary changes shall
then be adjusted by an appropriate Change Order. If CONTRACTOR performs any Work that it knows or
should have known to be contrary to such laws, ordinances, rules, and regulations and without such notice to
the Project Manager, it shall bear all related costs.
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Taxes:
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6.15. CONTRACTOR shall pay all sales, consumer, use and other similar taxes required to be paid in
accordance with the Laws and Regulations of the place of the Project which are applicable during the
performance of the Work.
Use of Premises:
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6.16. CONTRACTOR shall confine construction equipment, the storage of materials and equipment
and the operations of workers to the Project site and land and areas identified in and permitted by the Contract
Documents and other land and areas permitted by Laws and Regulations, rights-of-way, permits and
easements. CONTRACTOR shall not unreasonably encumber the premises with construction equipment or
other materials or equipment. Any loss or damage to CONTRACTOR's or any Subcontractor's equipment is
solely at the risk of CONTRACTOR. CONTRACTOR shall assume full responsibility for any damage to any
such land or area, or to the OWNER or occupant thereof or of any land or areas contiguous thereto,resulting
from the performance of the Work. Should any claim be made against OWNER or PROFESSIONAL by any
such OWNE~or occupant because of the performance of the Work, CONTRACTOR shall promptly attempt to
settle with such other party by agreement or otherwise resolve the claim by arbitration or at law.
CONTRACTOR shall, to the fullest extent permitted by Laws and Regulations, indemnify and hold OWNER
harmless from and against all claims, damages, losses and expenseS (including, but not limited to, fees of
PROFESSIONALs, architects,attorneys and other professionals and court and arbitration costs) arising
directly, indirectly or consequentially out of any action, legal or equitable, brought by any such other party
against OWNER to the extent based on a claim arising out of CONTRACTOR's performance of the Work.
6.17. DLiring the progress of the Work, CONTRACTOR shall keep the premises free from
accumulations of waste materials, rubbish and other debris or contaminants resulting from the Work. Atthe
completion ofthe Work, CONTRACT()R shall remove all waste materials, rubbish and debris from and about
the premises as well as all tools, appliances, construction equipment and machinery, and surplus materials,
and shall leave the site clean and ready for occupancy by OWNER. CONTRACTOR shall restore t()Origihal
condition all property not designated for alteration by the Contract Documents.
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GC-19
Page 19 of 52
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Revision Date
August. 200~
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6.22. In emergencies affecting the safety or protection of persons or the Work or property at the site
or adjacent thereto, CONTRACTOR, without special instruction or authorization from PROFESSIONAL or
OWNER, is obligated to act to prevent threatened damage, injury or loss. CONTRACTOR shall give
PROFESSIONAL prompt written notice if CONTRACTOR believes that any significant changes in the Work or
variations from the Contract Documents have been caused thereby. If PROFESSIONAL determines that a
change in the Contract Documents is required because of the action taken in response to an emergency, a
Work Change Directive Dr Change Order be issued to document the consequences of the changes or
variations.
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6.22.1. CONTRI\CTOR shall immediately notify PROFESSIONAL of all events involving injuries to
any person on the Site, whether or not such person was engaged in the construction of the Project, and shall
file a written report on such person(s) and any other event resulting in property damage of any amount within
five (5) days of the occurrence.
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6.22.2. If PROFESSIONAL determines that a change in the Contract Documents is required because
ofthe action taken by CONTRACTOR in response to such an emergency, a Change Order will be issued to
document the consequences of such action.
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Shop Drawings and Samples:
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6.23. After checking and verifying all field measurements, CONTRACTOR shall promptly submit to
PROFESSIONAL for approval, in accordance with the accepted schedule of submittals, all submittals and
samples required by the Contract Documents. All submittals and samples shall have been checked by and
stamped with the approval of CONTRACTOR and identified as PROFESSIONAL may require. The data
shown on or with the submittals will be complete with respect to dimensions, design criteria, materials and any
other information necessary to enable PROFESSIONAL to review the submittal as required. At the time of
each submission, CONTEACTOR shall give notice to PROFESSIONAL of all deviations that the submittal or
sample may have from the requirements of the Contract Documents.
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6.24. PROFESSIONAL shall review and approve submittals and samples. Professional's review and
approval shall be only for conformance with the design concept of the Project and compliance with the
information given in the Contract Documents. The approval of a separate item as such will not indicate
approval oHhe assembly in which the item functions. CONTRACTOR will make any corrections required by
PROFESSIONAL and reE;ubmit the required number of corrected copies until approved. CONTRACTOR's
stamp of approval on any submittal or sample shall constitute its representation to PROFESSIONAL and
OWNER that CONTRACTOR has determined and verified all quantities, dimensions, field constructioncriteria,
materials, catalog numbEirs, and similar data, and that each submittal or sample has been reviewed or
coordinated with the requirements of the Work: and the Contract Documents.
6.24.1. No Work requiring a submittal or sample submission shall commence until the submissio~has
been approved by PROFESSIONAL. A copy of each approved submittal and each approved sample shall be
kept in good order by CONTRACTOR at the site and shall be available to PROFESSIONAL and OWNER.
Any delays associated witll the submittal process will be considered for time extensions only, and no damages
or additional compensation for delay will be allowed.
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6.24.2. Before submission of each Shop Drawing or sample, CONTRACTOR shCi,1I have deterl11ined
and verified all quantities, dimensions, specified performance criteria, installation requirements, materials,
catalog numbers and similar data with respect thereto and reviewed or coordinated each Shop Df'awingor
sample with other Shop Drawings and samples and with the requirements of the Work and the Contract
Documents. '
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6.24.3. At the time of each submission, CONTRACTOR shall give PROFESSIONAL specifiC:Vlfritten
GC-21
Page 21 of 52
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Revision Date
August 2001
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including the loss of use resulting therefrom and (b) is caused in whole or in part by any negligent act or
omission of CONTRACTOR, any Subcontractor, any person or organization directly or indirectlyernployed by
any of them to perform or furnish any of the Work or anyone for whose acts any of them may be liable,
regardless of whether or not it is causedinpart by a party indemnified. hereunder or arises by or is imposed by
Law and Regulations regardlessofthenegligeneeof any such party. . .
. . 6_.33._IP anyahd all dailllsagainst O\NNER,\ROGRAM MANAGE~()rPR()FESSIONAL or any of
their consultants, agents or employees byanyemployeeofC()NTRAC,-OR, any Subcontractor, any person or
organization. directly or indkeCtlyemployed by ahyofthem to perform or furnish. any of the Work. or anyone for
Whose acts any of them may be liable, the indemnification obligation under parl:igraph 6;32 shallnot be lil'l'lited
in any way by any limitation on the amount or type of damages, compensation or benefits payable by or for
CONTRACTOR or any such .Subcontractor. or other person. or orga~izCltion under workers' or workmen's
compensation acts~disability benefit acts or other employee benefit acts. .
.. 6~34. Theohl.igations. of tONTRACT()Rundefparagtaph6.32'shall not extend.to'. the liabilitY of
PROFESSIONAL; PROFESSIONAL's consyltants,agentsor.emploYE3esarising. out ofthepreparationor
approval of maps, draWings, opinions, reports, surveys, Change Orders, designs or specifi,cations~
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GC-23
Page 23 of 52
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ReviGion Date
August. 2001
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ARTICLE 8-0WNER'S RESPONSIBILITIES
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8.1. Except as otherwise provided in these General Conditions, OWNER shall issue all
communications to CONTRACTOR through the PROGRAM MANAGER or PROFESSIONAL.
8.2. In case of termination' of the employment of PROFESSIONAL, OWNER shall appoint a
PRO~~SSIONALagainst whom CONTRACTOR makes no reasonable objection, whose status under the
Contract Documents shall be that of the former PROFESSIONAL. Any dispute in connection' with such
appointment shall be subject to arbitration.
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8.3. OWNER shall furnish the data required of OWNER under the Contract Documents promptly and
shall make payments to CONTRACTOR promptly after they are due as provided in paragraphs 14.4 and
14.13.
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'. '8.4.0WN~R's dLJtjes'inre~PElc;tofprovidinglandsand easements and providing Engineering surveys
to. establish reference points are'set forth in paragraphs4.1 and 4.4. Paragraph4.2 refers to OWNER's
identifying and . making available to CONTRACTOR c?piesof reports of explorations and tests of subsurface
conditions at tMsiteandinexisting structures Which have beeni.Jtilized by PROFESSIONAL in preparing the
Drawings and Specifications; . .
8.5. OWNER's responsibilities' in .' respeCt6fplJrc:hasing' and maintaining liability and property
insurance are set forth in paragraphs 5.5 through 5.8.
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8.6. OWNER is obligated to execute Change Orders as indicated in paragraph 10.3.
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8.7. . OWNER's responsibility in respect of certain inspections, tests and approvals is set forth in
paragraph 13.4. . .
8.8:lnconnectionwith (jVvNER's right to stopvvorkofsllspend Work; see paragraphs 13.10 and
15.FParagraph'15.2 deals with OWNER's right to terminate services of CONTRACTOR under certain
circumstances.
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GC~25
Page 25 of 52
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Revision Date
August 2001
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Rejecting Defective Work:
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9.6. PROFESSIONAL will have authority to disapprove or reject Work which PROFESSIONAL
believes to be defective and will also have authority to require special inspection or testing of the Work as
provided in paragraph 13.9, whether or not the Work is fabricated, installed or completed.
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Shop Drawings, Change Orders and Payments:
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9.7. In connection with PROFESSIONAL's responsibility for Shop Drawings and samples, see
paragraphs 6.23 through 6.29 inclusive.
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9.8. In connection with PROFESSIONAL's responsibilities as to Change Orders, see Articles 10, 11
and 12.
9.9. In connection with PROFESSIONAL's responsibilities in respect of Applications for Payment,
etc., see Article 14.
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Determinations for Unit Prices:
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9.10. PROFESSIONAL will determine the actual quantities and classifications of Unit Price Work
performed by CONTRACTOR. PROFESSIONAL will review with CONTRACTOR PROFESSIONAL's
preliminary determinations on such matters before rendering a written decision thereon (by recommendation of
an Application for Payment or otherwise). PROFESSIONAL's written decisions thereon will be final and
binding upon OWNER and CONTRACTOR, unless, within ten days after the date of any such decision, either
OWNER or CONTRACTOR delivers to the other party to the Agreement and to PROFESSIONAL written
notice of intention to appeal from such a decision.
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Decisions on Disputes:
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9.11. PROFESSIONAL will be the initial interpreter of the requirements of the Contract Documents
and judge of the acceptability of the Work thereunder. Claims, disputes and other matters relating to the
acceptability of the Work or the interpretation of the requirements of the Contract Documents pertaining to the
performance and furnishing of the Work and claims under Articles 11 and 12 in respect of changes to the
Contract Price or Contract Time will be referred initially to PROFESSIONAL in writing with a request for a
formal decision in accordance with this paragraph, which PROFESSIONAL will render in writing within a
reasonable time. Written notice of each such claim, dispute and other matter will be delivered by the claimant
to PROFESSIONAL and the other party to the Agreement promptly (but in no event later than thirty days after
the occurrence of the event giving rise thereto) and written supporting data will be submitted to
PROFESSIONAL and the other party within sixty days after such occurrence unless PROFESSIONAL allows
an additional period of time to ascertain more accurate data in support of the claim.
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9.12. When functioning as interpreter and judge under paragraphs 9.10 and 9.11, PROFESSIONAL
will not show partiality to OWNER or CONTRACTOR and will not be liable in connection with any interpretation
or decision rendered in good faith in such capacity. The rendering of a decision by PROFESSIONAL pursuant
to paragraphs 9.10 and 9.11 with respect to any such claim, dispute or other matter (except any which have
been waived by the making or acceptance of final payment as provided in paragraph 14.16) will be a condition
GC-27
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Page 27 of 52
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Revision Date
August 2001
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ARTICLE 10--CHANGES IN THE WORK
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10.1. Without invalidating the Contract, OWNER may at any time or from time to time order additions,
deletions, or revisions in the Work. The OWNER shall provide CONTRACTOR with a proposal request,
identifying the Work to be added, deleted or revised. Upon receipt, CONTRACTOR shall promptly submit a
written proposal for the changed work prepared in accordance with Articles 11 and 12. If the proposal request
calls only for the deletion of Work, the OWNER may order the partial suspension of any Work related to the
proposed deletion, in which case CONTRACTOR must cease performance a.s directed; CONTRACTOR shall
not be entitled to claim lost pr~fjts on deleted work. All changed Work shall be executed under the applicable
conditions of the Contract Documents. .
10.2. Additional Vl/ork performed by CONTRACTqRwithout authorization of a Change Order will not
entitle CONTFU\CTOR to ~n increase in the Contract Price or an extension of the Contract Time, except in the
case of anemergency as provided in Article 6. The effect ofthis paragraph shall remain paramount and shall
prevail irrespective of any conflicting provisions contained in these Contract Documents.
10.3: Upon agreementasto changes in the Work to be performed,Work: perforrned in an emergency
as provided In Article 6, and any ()ther claim of CONTRACTOR for a change in the Contract Timeorthe
Contract Price, PROFESSIONAL will prepare a written Change Order to be signed by PROFESSIONAL and
CONTRACTOR and submitted to OWNER for approval.
10.4. In the absence of an agreement as provided in 10.3, OWNER may, at its sole discretion, issue a
WorkGhange Directive to CONTRACTOR. . Pricing of the Work Change Directive will be in accordance with
Section11.3. The Work Change Directive will specify a price,~nd if applicable a time extension, determined
to be reasonable by OWNER If CONTRACTOR fails to sign such Work Change Directive, CONTRACTOR
lT1ay submit a claim in accordance with Articles 11 and 12, but CONTRACTOR shall nevertheless be obligated
to fully perform the work as directed by the Work Change Directive.
10.5. CONTRACTOR shall proceed diligently with performance ofthe Work as directed by OWNER,
regardless of pending claim actions, unless otherwise agreed to in writing.
10.6. .If notice Of any change affecting the general scopeoftheWorkor the provisions of the Contract
Documents (including, but not limited to, Contract Price or ContraCt Time) is required by the provisions of any
BOr'ld to be given to a surety, the giving of any such notice will be CONTRACTOR's responsibility, and the
amount of each applicable Bond will be adjusted accordingly.
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11.3.6. Failure on the part of CONTRACTOR to construct any item to plan or authorized dimensions
within the specification tolerances shall result in: reconstruction to acceptable tolerances at no additional costs
to OWNER; acceptance at no pay; or acceptance at reduced final pay quantity or reduced unit price, all at the
discretion of OWNER. Determinations of aggregate monetary change for items identified as lump sum
quantities shall be made by OWNER based upon an analysis of the scope of CONTRACTOR's failure to
construct to plan or authorized dimensions.
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Cost of the Work:
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11.4. The term Cost of the Work means the sum of all costs necessarily incurred and paid by
CONTRACTOR in the proper performance of the Work. Except as otherwise may be agreed to in writing by
OWNER, such costs shall be in amounts no higher than those prevailing in the locality of the Project, shall
include only the following items and shall not include any of the costs itemized in paragraph 11.5:
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11.4.4. Costs of special consultants (including but not limited to engineers, architects,testing
laboratories, surveyors, attorneys and accountants) employed for services specifically related to the Work.
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11.4.5. Supplemental costs including the following:
11.4.5.1. The proportion of necessary transportation, travel and subsistence expehses of CONTRAc,-
TOR's employees incurred in discharge of duties connected with the Work.
11.4.5.2. Cost, including transportation and maintenance, of all materials, supplies, equipment,
GC-31
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Page 31 of 52
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Revision Dat.e
August 2001
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11.5.3. Any part of CONTRACTOR's capital expenses, including interest on CONTRACTOR'S capital
used for the Change Order Work and charges against CONTRACTOR for delinquent payments.
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11.5.4. Cost of premiums for all Bonds and for all insurance whether or not CONTRACTOR is
required by the Contract Documents to purchase and maintain the same (except for the cost of premiums
covered by subparagraph 11.4.5.9 above).
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11.5.5. Costs due to the negligence of CONTRACTOR, any Subcontractor, or anyone directly or
indirectly, employed by any of them or for whose acts any of them may be liable, including but not limited to,
the correction of defective Work, disposal of materials or equipment wrongly supplied and making good any
damage to property. .
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11.5.6. Other overhead or general expense costs of any kind and the costs of any item not specifically
and expressly included in paragraph 11.4.
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CONTRACTOR's Fee:
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11.6. CONTRACTOR's Fee allowed to CONTRACTOR for overhead and profit shall be determined
as follows:
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11.6.1. a mutually acceptable fixed fee, or if none can be agreed upon;
11.6.2. a fee based on the following percentages of the various portions of the Cost of the Work:
11.6.2.1. for costs incurred under paragraphs 11.4.1 and 11.4.2, CONTRACTOR's Fee shall be
fifteen percent,
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11.6.2.2. for costs incurred under paragraph 11.4.3, CONTRACTOR's Fee shall five percent; and if a
subcontract is on the basis of Cost of the Work Plus a Fee, the maximum allowable to CONTRACTOR on
account of overhead and profit of all Subcontractors shall be fifteen percent,
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11.6.2.3. no fee shall be payable on the basis of costs itemized under paragraphs 11.4.4, 11.4.5 and
11.3,
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11.6.2.4. the amount of credit to be allowed by CONTRACTOR to OWNER for any such change
which results in a net decrease in cost will be the amount of the actual net decrease plus a deduction in
CONTRACTOR's Fee by an amount equal to ten percent of the net decrease, and
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11.6.2.5. when both additions and credits are involved in anyone change, the adjustment in CON-
TRACTOR's Fee shall be computed on the basis of the net change in accordance with paragraphs 11.6.2.1
through 11.6.2.4, inclusive.
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11.7. For all changes, CONTRACTOR shall submit an itemized cost breakdown, together with
supporting data in such detail and form as prescribed by the Project Manager. When a credit is due, the
amount of credit to be allowed by CONTRACTOR to OWNER for any such change which results in a net
decrease in cost will be the amount of the actual net decrease in direct cost as determined by the Project
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GC-33
Page 33 of 52
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RevisiOn Date
August 2001
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ARTICLE 12--CHANGE OF CONTRACT TIME
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12.1. The Contract Time may only be changed by a Change Order. Any request for an extension in
the Contract Time shall be made in writing and delivered to PROFESSIONAL and OWNER within seven (7)
calendar days of the occurrence first happening and resulting in the claim. Writtensllpporting data will be
submitted toPROFESSIONAL and OWNER 1Nithin fifteen (15) calendar days after such occurrence unless the
OWNER allows additiorial time. . All claims sub~itted by CONTRACTOR for adjustments to the Contract Time
must set forth in detail the. reasons for and causes of the delay and clearly indicate why the subject delay was
beyond CONTRACTOR's control or fault.
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.< 12.2: IfCONTRAC,-ORi~ delayeda(cmy time in the performance, progress, commencememt,pr
completion ottheWork by any actor neglect of OWNERor PROFESSIONAL, or by an employee of either, or
by any separate CONTRACTOR employed by OWNER, or by changes ordered in the Work, or bylCibor
disputes, fire, unavoidable casualties, utility conflicts which could not have been identified or foreseen by
CONTRACTOR using reasonable diligence, or any causes beyond CONTRACTOR's controlorfault, th~n the
Contract Time shall be extended by Change Order for such reasonable time as OWNER may determine.
CONTRACTOR shall be .e.n~itIed to an extension of time for such causes only forthe number of days of delay
which OVVNERmay determine to be. due solely to such causes and only to the extent such occurr.ences
actuallydelay thecompletionofthe Workandthen only if CONTRACTOR shall have strictly complied with.all
the requirements of the Contract Documents. . Provided, however, notwithstanding. anything in the C()ntract
Documents to the contrary, no interruption, interference, inefficiency, suspension or delay in the performance,
progress, commencement or completion of the Work for any cause whatsoever, including those for ,^,hich
OWNER or PROFESSIONAL may be responsible in whole or in part, shall relieve CONTRACTOR of its duty
to perform or give riseto any right todamages or a(jditional compensation from OVVNER. CONTRACTOR's
sole and exclusive remedy against OWNER forinterruption, interference,inefficiency, suspension or delay of
any aspecfof the Work shall be the right to seek an extension to the Contract Time in accordance with the
procedures set forth herein.
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GC-35
Page 35 of 52
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August 2001
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13.7. Neither observations by PROFESSIONAL or Project Manager nor inspections, tests, or
approvals by persons other than CONTRACTOR shall relieve CONTRACTOR of its obligations to perform the
Work in accordance with the requirements of the Contract Documents.
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Uncovering Work:
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13.8. If any Work required to be inspected, tested or approved is covered prior thereto without the
prior written approval of PROFESSIONAL, or if any Work is covered contrary to the request of
PROFESSIONAL, the Work shall, if requested by PROFESSIONAL, be uncovered for observation, inspection,
testing or approval and replaced at CONTRACTOR's expense. .
13.9. If PROFESSIONAL considers it necessary or advisable that covered Work be observed by
PROFESSIONAL or inspected or tested by others, CONTRACTOR, at PROFESSIONAL's request, shall
uncover, expose or otherwise make available for observation, inspection or testing as PROFESSIONAlinay
require, that portion of the Work in question, furnishing all necessary labor, material and equipment. If it is
found that such Work is defective, CONTRACTOR shall bear all direct and consequential costs of such
uncovering, exposure, observation, inspection and testing and of satisfactory reconstruction (includingbutnot
limited to fees and charges of PROFESSIONAls, architects, attorneys and other PROFESSIONAls),cmd
OWNER shall be entitled to an appropriate decrease in the Contract Price and, if the parties are unable to
agree as to the amount thereof, OWNER may make a claim therefor as provided in Article 11. If, however,
such Work is not found to be defective, CONTRACTOR shall be allowed an increase in the Contract Price or
an extension of the Contract Time, or both, directly attributable to such uncovering, exposure, observation,
inspection, testing and reconstruction, and, if the parties are unable to agree as to the amount or extent
thereof, CONTRACTOR may make a claim therefor as provided in Articles 11 and 12. .
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OWNER May Stop the Work:
13.10. When Work is defective or when CONTRACTOR fails to supply sufficient skilled workmerior
suitable materials or equipment or make prompt payments to Subcontractors for labor, materials, or equipment
or if CONTRACTOR violates any provisions of these Contract Documents, OWNER may order
CONTRACTOR to stop the Work until the cause for such order has been eliminated. However, this right of
OWNER to stop the Work shall not give rise to any duty on the part of OWNER to exercise this right for the
benefit of CONTRACTOR or any other party. CONTRACTOR shall have no right to claim an increase in the
Contract Price or Contract Time or other damages for a stop work order under this paragraph.
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Correction or Removal of Defective Work:
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13.11. When directed by PROFESSIONAL, CONTRACTOR shall promptly, without cost toO\IVNER
and as specified by PROFESSIONAL, either correct the defective Work whether fabricated, installed; or
completed, or remove it from the site and replace it with non-defective Work. If CONTRACTORdoesnot
correct such defective Work or remove and replace such defective Work within a reasonable time, as specified
in a written notice from PROFESSIONAL, OWNER may have the deficiency corrected. All direct and indirect
costs of such correction shall be paid by CONTRACTOR or deducted from payment to CONTRACT()~.
CONTRACTOR will also bear the expense of correcting or removing and replacing all Work of others
destroyed or damaged by the correction, removal, or replacement of the defective Work_
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GC-37
Page 37 of 52
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Revision Date
August 2001
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and all costs of repair and replacement of work of others destroyed or damaged by correction, removal or
replacement of CONTRACTOR's defective Work: CONTRACTOR shall not be allowed an extension of the
Contract Time because of any delay in performance of the Work attributable to the exercise by OWNER of
OWNER's rights and remedies hereunder.
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Neglected Work by CONTRACTOR
13.15. If CONTRACTOR neglects to.execute the Work in accordance with the Contract Documents,
including any requirements ofthe progress schedule, PROFESSIONAL may direct CONTRACTOR to submit a
recovery plan and take specific corrective actions including, but not limited to, employing additional workmen
and/or equipment, and working extended hours and additional days, all at no cost to. OWNER in order to put
the Work back onschedufe. .If CONTRACTOR fails to correct the ~eficiency or take appropriate corrective
a~tion, OWNER may terminate the contract or CONTRACTOR's right to proceed with that portion of Work and
have the Work done by others. The cOst of completion under such procedure shall be charged against
CONTRACTOR. A ChangeOrdet shall beissuedincorpotatihg the necessary revisions in the Contract
Documents, includingan appropriate reduction in the Contract Price. Ifthe payments due CONTRACTOR are
not sufficient to cover such amount; CONTRACTOR shall pay the difference to OWNER.
13.16. Should CONTRAcTOR Work overtime, weekends or holidays toregain the schedule; all costs
to OWNER of associated inspection,cdnstructioh management and resident engineers shall be identified to
CONTRACTOR and the Contract Price reduced by a like amount via Change Order.
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GC-39
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Reviciol1 Date
August. :'2001
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Work under paragraph 9.10, and to any other qualifications stated in the recommendation; and that
CONTRACTOR is entitled to payment of the amount recommended. However, by recommending any such
payment, PROFESSIONAL will not thereby be deemed to have represented that exhaustive or continuous
on-site inspections have been made to check the quality or the quantity of the Work beyond the responsibilities
specifically assigned to PROFESSIONAL in the Contract Documents or that there may not be other matters or
issues between the parties that might entitle CONTRACTOR to be paid additionally by OWNER or OWNER to
withhold payment to CONTRACTOR.
14.6. PROFESSIONAL's recommendation offinal payment will constitute an additional representation
by PROFESSIONAL to OWNER that the conditions precedent to CONTRACTOR's being entitled to final
payment as set forth in paragraph 14.13 have been fulfilled.
14.7. PROFESSIONAL may refuse to recommend the whole or any part of any payment if, in
PROFESSIONAL's opinion, it would be incorrect to make such representations to OWNER. PROFESSIONAL
may also refuse to recommend any such payment, or, because of subsequently discovered evidence or the
results of subsequent inspections or tests, nullify any such payment previously recommended, to such extent
as may be necessary in PROFESSIONAL's opinion to protect OWNER from loss because:
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14.7.1. the Work is defective, or completed Work has been damaged requiring correction or
replacement.
14.7.2. the Contract Price has been reduced by Written Amendment or Change Order.
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14.7.3. OWNER has been required to correct defective Work or complete Work in accordance with
paragraph 13.14. or
14.7.4. of PROFESSIONAL's actual knowledge ofthe occurrence of any of the events enumerated in
paragraphs 15.2.1 through 15.2.9 inclusive.
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OWNER may refuse to make payment of the full amount recommended by PROFESSIONAL because claims
have been made against OWNER on account of CONTRACTOR's performance or furnishing of the Work or
Liens have been filed in connection with the Work or there are. other items entitling OWNER to a off-set
against the amount recommended, but OWNER must give CONTRACTOR immediate written notice (with a
copy to PROFESSIONAL) stating the reasons for such action. ..
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Substantial Completion:
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14.8. When CONTRACTOR considers the entire Work ready for its intended use, CONTRACTOR
shall notify OWNER and PROFESSIONAL in writing that the entire Work is substantially complete (exceptfor
items specifically listed by CONTRACTOR as incomplete) and request that PROFESSIONAL issLJea
certificate of Substantial Completion. Within a reasonable time thereafter, OWNER, CONTRACTOR and
PROFESSIONAL shall make an inspection of the Work to determine the status of completion. If
PROFESSIONAL does not consider the Work substantially complete, PROFESSIONAL. will notify
CONTRACTOR in writing giving the reasons therefor. If PROFESSIONAL considers the Work substantially
complete, PROFESSIONAL will prepare and deliver to OWNER a tentative certificate of Substantial
Completion which shall fix the date of Substantial Completion. There shall be attached to the certificate <i
tentative list of items to be completed or corrected before final payment. OWNER shall have seven days after
receipt of the tentative certificate during which to make written objection to PROFESSIONAL as to ariy
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GC-41
Page 41 of 52
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Revision Dat.e
August 2001
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Work is not ready for separate operation by OWNER, PROFESSIONAL will finalize the list of items to be
completed or corrected and will deliver such list to OWNER and CONTRACTOR together with a written
recommendation as to the division of responsibilities pending final payment betweenOWNER.and
CONTRACTOR with respect to security, operation, safety, maintenance, utilities, insurance, \l\farrantie~and
guarantees for that part of the Work which will become binding upon OWNER and CONTRACTOR. at the time
when OWNER takes over such operation (unless they shall have otherwise agreed in writing and so informed
PROFESSIONAL). During such operation and prior to Substantial Completion of such part6f the Work,
OWNER shall allow CONTRACTOR reasonable access to complete or correct items on said list and to
complete other related Work.
14.10.3. No occupancy or separate operation of part of the Work will be acComplished prior to
compliance with the requirements of paragraph 5.15 in respect of property insurance.
14.10.4. OWNER, may at its discretion, reduce the amount of retainage subject to Benefidal
Occupancy .
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Final Inspection:
14.11. Upon written notice from CONTRACTOR that the entire Work oran.agreeduponportion
thereof is complete, PROFESSIONAL will make a final inspection with OWNER and CONTRACTOR anc:J'A'i11
notify CONTRACTOR in writing of all particulars in which this inspection reveals that the Work is incomplete or
defective: CONTRACTOR shall immediately take such measures as are necessary toremed}fsuch'defi-
ciencies.
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Final Application for Payment:
14.12. After CONTRACTOR has completed all such corrections tothesatisfacti6n:of
PROFESSIONAL and OWNER and delivered in accordance with the Contract Documents all maintenance
and operating instructions, schedules, guarantees, bonds, certificates or other evidence of insurance. required
by 5.2, certificates of inspection, marked-up record documents and other documents, COf\jTRj,\CT()Rrnay
make application for final payment following the procedure for progress payments. The ~naIApplic:ation for
Payment shall be accompanied (except as previously delivered) by: (i) all document~tion.caUed.for in the
Contract Documents, including but not limited to the evidence of insurance required, (ii) consentof thesu[ety;
if any, to final payment, and (iii) complete and legally effective releases or waivers (satisfactory to OVVNER)of
all liens arising out of or filed in connection with the Work. In lieu of such releases or waivers?f liens and as
approved by OWNER, CONTRACTOR may furnish receipts or release in full andal1affidCivitof
CONTRACTOR that (i) the releases and receipts include all labor, services, material and equipme;nt for ,^,hich
a lien could be filed, and (ii) all payrolls, material and equipment bills and other indebtedness connected with
the Work for which OWNER or OWNER's property might in any way be responsible hav~.~~e;11 paid or
otherWise satisfied. If any Subcontractor or supplier fails to furnish such a release or receiptin.fu.ll,
CONTRACTOR may furnish a bond or other collateral satisfactory to OWNER to indemnify OWNER against
any lien.
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14.12.1. No application for final payment will be accepted by OWNER until approved as-built
documents by CONTRACTOR are accepted and approved by PROFESSIONAL.
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GC-43
Page 43 of 52
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August ::1001
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acceptance of Work not in . accordance. with the Contract Documents or a release of
CONTRACTOR's obligation to perform the Work in accordance with the Contract Documents
(except as provided in paragraph 14.16).
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Waiver of Claims:
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14.16. The making and acceptance affinal payment will constitute:
14.16.1. Awaiver of all claims by OWNER against CONTRACTOR, except claims arising from
unsettled liens, from defective Work appearing after final inspection pursuant to 14.11, from failure to comply
with the Contract Documents or the terms of any special guarantees specified therein, or from
CONTRACTOR's continuing obligations under the Contract Documents; and
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14.16.2. A waiver of all claims by CONTRACTOR against OWNER other than those previously made
in writing and still unsettled.
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GC-45
Page 45 of 52
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Revision Date
August 2001
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CONTRACTOR from the site andtake possessionofth~Work and ofCiIlCONTRACTO~'s tools, appliar:tces,
construction equipment and machinery at the site and use the same to th.e full extentthey could be used by
CONTRACTOR (without liability to CONTRACTOR for trespass or conversiOn),inCOrporat~in the"Yo~k~1I
materials and equipment stored at the site or fo~which OWNE~has paid CONTRACTOR but whichCire .st()~ed
elsewhere, and finish the Work as. OWNER may deem expedient. In s~~h case CONTRACTOR~h~lInot be
entitled to receive any further payment until the "York is finished. If the unpaidbalance of the Con~ct Price
exceeds the direct, indirect and consequential costsof.completing the Work (including but not limited to fees
and charges of PROFESSIONALs, architects, attorneys and other PROFESSIONl\Lsar:td court and arbitrCition
costs) such excess will be paid to CONTRACTOR. If such costs .exceed. such. unpaid balance,
CONTRACTOR shall pay the difference to OWNER.. Such costs .incurred by OWNER .wHI be approved a~ to
reasonableness by PROFESSIONAL and incorporated in a Change Order, but wh~~exercising any rights or
remedies under this paragraph, OWNER shall not be required to obtain the lowest price for the Work
performed.
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15.3. In the event OWNER terminates the contract for Calise and it is subseqGently judiCially
determined that there was no cause for termination, the termination for convenience provision will be the
means for disposition of the balance of the contract obligations.
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Termination for Convenience
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15.4. Upon seven working days' written notice to CONTRACTOR and PROFESSIONAL, OWNER
may, without cause and without prejudice to any other right or remedy of OWNER, elect to terminate the
Contract. In such case, CONTRACTOR shall be paid (without duplication of any items):
15.4.1. For completed and acceptable Work executed in accordance with the Contract Documents
prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such
Work;
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15.4.2. For expenses sustained prior to the effective date of termination in performing services and
furnishing labor, materials or equipment as required by the Contract Documents in connection with
uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses;
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15.4.3. For all claims, costs, losses and damages incurred in settlement of terminated contracts with
Subcontractors, suppliers and others; and
15.4.4. For reasonable expenses directly attributable to termination.
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CONTRACTOR shall not be paid on account of loss of anticipated profits or revenue or other economic loss
arising out of or resulting from such termination.
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15.5. Where CONTRACTOR's services have been so terminated by OWNER, the termination will
not affect any rights or remedies of OWNER against CONTRACTOR then existing or which may thereafter
accrue. Any retention or payment of moneys due CONTRACTOR by OWNER will not release CONTRACTOR
from liability.
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CONTRACTOR May Stop Work or Terminate:
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15.6. If through no act or fault of CONTRACTOR, the Work is suspended for a period of more than
GC-47
Page 47 of 52
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Revh:ion Dat.e
]\uguGt. 2001.
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16.1. All dls~uteS ~risi"9~der !hlseontract ",its Interpreta\lOn whether involving law or fact or both,
or exm' vrork, and~1I claims f()faIl5,ged br""cl] of cOntract shall _in ten (10) working daYS oflile
comm",!"'ment of thedi"P"'" b,e """"...,d OXC""!T1<Ac:TOR fO OWNEIHor decision. All pap"'" ""rtaining
to claims shall be filed in qUadruplicate. Such .-.oIi,"" "~ not _i1!he amount of !he claim bu\ shall state the
facts surrounding the claim In sufficient detail fO identifY the claim, together with its character and scope. In
the meantime, CONTRACTOR shall proceed _ the Work as directed, MY claim not presented within the
fime IImil specitied In this paragraph shall be deemed fO have been waived, except that ff the claim is of a
c<>,",n~ing ch~r~:""r ~nd "~ti"" 0/ th" c1ai~ Is n<>\ ghle~ ;"'th'n ten (10) working days of its commencement,
the claim ~II be .",,,,,dered only fora periOd commencing ten (10) working days prior fO the receipt by
p",""ER of,n.o1icetl1ereo/. ~, """,,s.lon 'J;'OY'l"E'R will be In writing and will be mailed to CONTRACTOR OX
registered or certified rnail,return receipt requested, directed to his last known address. .
ARTICLE 16--DISPUTE RESOLUTION
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16.2 . All claims, d1~es llpd olhar,!P'""'rs In question between OWNER and CONTRACTOR
arising' Out of, or relating to, !he Contiacl Documents or the breaCh thereof shall be decided under Georgia
Law In the Superior Court of Richmond Coun!y, Georgia CONTRACTOR OX execution Of the Commcl
consents fO juris<foction and venue In the Superior Court o!Richmond County, Georgia, and waIveS any right fO
contest same.
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GC-49
Page 49 of 52
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Revision Date
August 2001
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17.6. The Contract Documents are intended by the Parties to, and do, supersede any and all
provisions ofthe Georgia Prompt Pay Act, O.C.G.A. Section 13-11-1, et seq. In the event any provision of the
Contract Documents are inconsistent with any provision of the Prompt Pay Act, this provision of the Contract
Documents shall control.
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17.7. Notwithstanding any provision of the law to the contrary, the parties agree that no interest
shall be due Contractor on any sum held as retain age pursuant to the Contract Documents and
CONTRACTOR specifically waives any claim to same.
Substitutions:
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17.8. Notwithstanding any provision of these general conditions, there shall be no substiMions of
materials that are not determined to be equivalent to those indicated or required in the contract documents
without an amendment to the contract.
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Sanitary Sewer Overflow Prevention:
17.9. Procedures to Prevent Overflows During Sanitary Sewer Construction:
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.. . .. 17.9.1 The CONTRACTOR is hereby notified that the discharge of any untreated wastewater' to
waters of the State is a violation of Georgia Water Quality Regulations and is prohibited.
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17.9.2 The CONTRACTOR wiU submit an Emergency Response Plan prior to beginning work. This
planwill include a list of key personnel with 24-hour contact information who will respond during an emergency
situCiticm. The ERP will. include estimates of mobilization time for a response crew to arrive onsite... Any
changes to the Emergency Response Plan will be submitted to the RESIDENT PROJECT
REPRESENTATIVE prior to implementation.
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17.9.3 In the event bypass pumping is required to facilitate new sewer construction, bypassing plans
and supportirig calculations must be submitted to the Augusta Utilities Department for review prior to
est~blishment of the bypass. AU bypass systems will include cbmplete redundancy in pumping systems, .if
failure ofthe primary pumping system could result in a discharge of untreated wastewater to waters of the
State. .
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17.9.4 Bypass pumping will be monitored continuously by a person knowledgeable in pump operaticln
and maintenance if the failure of the bypass pump could result in the discharge of untreated wastewater to
waters of the State.
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17.9.5 In the event of a discharge of untreated wastewater, the CONTRACTOR will take the foll()lIVing
actions:
1. Take immediate steps to eliminate or minimize the discharge of untreated wastewater.
2. Immediately notify the Utilities Department dispatcher (706.796.5000) and the RESIDENT
PROJECT REPRESENTATIVE (contact information will be provided at the preconstruction
conference) .
3. Maintain a chronicle of relevant information regarding the incident including specific actions taken
by the CONTRACTOR and estimates of the discharge volume.
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17.9.6 The RESIDENT PROJECT REPRESENTATIVE will coordinate notification of the Georgia
Environmental Protection Division (800.241.4113) and the Augusta Emergency Management Agency if
GC-51
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Page 51 of 52
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P
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S&P Project No. G124..o6-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
SECTION 01002 - SUPPLEMENTARY CONDITIONS
SUPPLEMENTARY CONDITIONS
These Supplementary Conditions amend or supplement the Standard General Conditions of
the Construction Contract and other provisions of the Contract Documents as indicated
below. All provisions, which are not so amended or supplemented, remain in full force and
effect.
The terms used in these Supplementary Conditions will have the meanings indicated in the
General Conditions. Additional terms used in these Supplementary Cohditions have the
meanings indicated below, which are applicable to both the singular and plural thereof.
ARTICLE I - DEFINITIONS
Page GC-1 Add the following language to the end of definition "Contract Documents":
Specifications and Drawings are more specifically identified as follows:
1. Specifications as listed in the table of contents of the Project Manual;
2. Drawings consisting of a cover sheet and sheets numbered. C01 through C28,
inclusive, with each sheet bearing the following general title:
Main Interceptor
Upgrade Replacement Phase II
Augusta Utilities Department
Project No. 00007
Page GC-2 Add the following definition following the end of definition "Effective Date of
the Agreemenf':
ENGINEER - Where used in the specifications, Stevenson & Palmer Engineering,
Inc.; 360 Bay Street, Suite 400; Augusta, Georgia 30901.
ENGINEER's Consultants for this Project are identified as follows:
1. EcoloTech.
2. QORE Property Sciences.
Page GC-3 Add the following language at the end of definition II Substantial
Completion":
Substantial Completion for any portion of the Project shall include backfilling, testing
and acceptance by OWNER of the sewer or water main system for their intended
use.
SUPPLEMENTARY CONDITIONS
.. ..01002-"1
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S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
b. DO NOT REMOVE the existing slide gate at this time.
4. Insure and coordinate with the JB Messerly Project (80130) that the84~inch
sanitary sewer may be placed in service and the existing 72-inch sanitary
sewer may continue to be maintained in concurrent service with the. 84-inch
sanitary sewer.
5. Construct and pressure test Pipe 1 A and tie-in to the existing 84-inch
sanitary sewer as part of the JB Messerly Project (80130).
6. Place new 72- and 84-inch sanitary sewer (Phase II) in service by removing
the existing slide gate on the 72-inch sewer into the existing frame of the
63-inch sanitary sewer.
7. Reference Drawing C18: Construct new 12-inch sanitary sewer tie-in from
existing MH-16 to new MH-30. Install permanent bulkheads and
rehabilitate MH-16. Provide temporary bypass pumping or use a full flow-
thru sewer plug, as manufactured by Stemar Equipment and Supply Co.,
Inc. or Engineer approved or equal, to maintain uninterrupted sanitary
sewer flow through the system.
8. Reference Drawing C14: Construct new 42-inch sanitary sewer tie-in from
existing MH-13 to new MH-13. Install permanent bulkheads and rehabilitate
MH-13. Provide temporary bypass pumping or use a full f1ow-thru sewer
plug, as manufactured by Stemar Equipment and Supply Co., Inc. or
Engineer approved or equal, to maintain uninterrupted<sanitary sewer flow
through the system.
9. Reference Drawing C12: Construct new 8-inch sanitary sewer tie-in from
existing MH-10 to new MH-17. Install permanent bulkheads and rehabilitate
MH-10. Provide temporary bypass pumping or use a full flow-thru sewer
plug, as manufactured by Stemar Equipment and Supply Co., Inc. or
Engineer approved or equal, to maintain uninterrupted sanitary sewer flow
through the system.
10. Reference Drawing C05: Construct new 8-inch sanitary sewer tie-in from
existing MH-3 to new MH-3. Install permanent bulkheads and rehabilitate
MH-3. Provide temporary bypass pumping or use a full f1ow-thru sewer
plug, as manufactured by Stemar Equipment and Supply Co., Inc. or
Engineer approved or equal, to maintain uninterrupted sanitary sewer flow
through the system.
11. Complete abandonment of existing 72-inch interceptor sewer.
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SC-2.7 Add the following new paragraphs immediately after Paragraph 2.7.:
A. OWNER reserves the right to request complete copies of policies if deemed
necessary to ascertain details of coverage not provided by the certificates.
Such policy copies shall be "originally signed copies"and so designated.
SUPPLEMENTARY CONDITIONS
...01 OOZ..3
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S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
8. PIN 099-0-076-00-0; 1560 N Savannah Rd, Rhodes Enterprises, Inc.
Contact property owner prior to entering property. Replace landscaping
in-kind. Maintain business access at all times.
9. PIN 099-0-077-00-0; 1562 N Savannah Rd, Rhodes Enterprises, Inc.
Contact property owner prior to entering property. Replace landscaping
in-kind. Maintain business access at all times.
10.PIN 111-0-005-00-0; 1594 Doug Barnard Pkwy, ML South Augusta, Inc.
Contact property owner prior to entering property. Replace landscaping
in-kind.
11. PIN 111-0-005-01-0; 1570 N Savannah Rd, Rhodes Enterprises, Inc.
Contact property owner prior to entering property. Replace landscaping
in-kind.
12.PIN 124-0-006-01-0; 1630 Doug Barnard Pkwy, Savannah Construction
Services, Inc. Contact property owner prior to entering property.
Replace landscaping in-kind.
13. PIN 124-0-008-00-0; 1620 Doug Barnard Pkwy, Department of
Transportation, State of Georgia. Contact property owner prior to
entering property. Replace landscaping in-kind.
14. PIN 124-0-006-00-0; ADDRESS, OWNER/BUSINESS NAME. Contact
property owner prior to entering property. Replace landscaping in-kind.
15. Southern Natural Gas Easement. Contact property owner prior to
entering property. Replace landscaping in-kind.
Physical Conditions:
SC-4.2.1 Add the following new paragraphs immediately after Paragraph 4.2.1.:
A. In the preparation of Drawings and Specifications, Engineer or Engineer's
Consultants relied upon those reports of explorations and tests of subsurface
conditions at or contiguous to the Site; and those drawings of physical
conditions in or relating to existing surface or subsurface structures at or
contiguous to the Site (except Underground Facilities). Copies of reports and
drawings itemized below that are not included with Bidding Documents may be
examined at the office of Augusta Utilities Department, 360 Bay Street,
Suite 180 during regular business hours.
1. Main Interceptor Upgrade, Phase I for Augusta Utilities Department, Project
No. 60115. Prepared by Stevenson & Palmer Engineering, Inc. August,
2006, consisting of 37 drawings. All of the information in such drawings
constitutes "technical data" on which CONTRACTOR rnay rely.
2. Main Interceptor - Rocky Creek to Treatment Plant, Contract B, Project No.
WPC-GA-79. Prepared by Zimmerman, Evans and Leopold Consulting
Engineers, June, 1963, consisting of 12 drawings. All of the information in
such drawings constitutes "technical data" on which CONTRACTOR may
rely.
3. Main Interceptor - Rocky Creek to Dan Bowles Road, Contract C, Project
No. WPC-GA-79. Prepared by Zimmerman, Evans and Leopold Consulting
SUPPLEMENTARY CONDITIONS
01002-5
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S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
The "technical data" on which CONTRACTOR may rely on are the test
boring records.
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ARTICLE 5 - BONDS AND INSURANCE
Licensed Sureties and Insurers; Certificates of Insurance:
SC-5.2.1. Add the following new paragraph immediately after Paragraph 5.2.1.:
A In order to determine financial strength and reputation of insurance carriers, all
companies providing the coverages required shall have a financial rating not
lower than XI and a policyholder's service rating no lower than B+ as listed in
AM. Best's Key Rating Guide, current edition. Certificates of insurance shall
note. A M. Best's Rating.CorTlpanies with ratings lower than B+:XI will be
acceptable only upon written consent 'of OWNER.
B. All bonds and insurance coverages shall be with sureties or insurance
companies that are acceptable to OWNER.
SC-5.2.2. Add the following. new paragraph immediately after Paragraph 5.2.2.:
A OWNER reserves the rights to request complete copies of policies if deemed
necessary to ascertain details of coverage not provided by the certificates. Such
policy copies shall be "originally signed copies" and so designated.
B. All insurance certificates shall include an endorsement stating the following:
1. Sixty (60) days advan~eVlfritten notice of cancellation, non-renewal,
reduction, and/or material change shall be sent, by Certified Mail, to the
ENGINEER at 360 Bay Street, Suite 400, Augusta, GA 30901.
CONTRACTOR's Liability Insurance:
SC-5.3.1. Add the following new paragraphs immediately after Paragraph 5.3.1.:
A Workers' Compensation, and related coverages under Paragraph 5.3.1. of
the General Conditions:
1. State:
2. Applicable Federal
(Le., Longshoreman's):
3. Employer's Liability:
Statutory
Statutory
$1,000,000
SC-5.3.7. Add the following new paragraphs immediately after Paragraph 5.3.7.:
A CONTRACTOR's General Liability under Paragraphs 5.04 A3. through A6.
of the General Conditions which shall include completed operations and
SUPPLEMENTARY CONDITIONS
01002-7
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Section 01002 - Supplementary Conditions:
Item No.9 - Add the following immediately after Section 01002, Paragraph 5.5:
SC-5.6. Delete Paragraph 5.6 in its entirety and insert the following in its place:
SC-5.6 Property Insurance
A. Contraotor shall purchase and maintain property insurance upon the Work at the
Site in the amount of the full replacement cost thereof. This insurance shall:
1. Include the interests of Owner, Contractor. Subcontractors, Engineer.
Engineer's Consultants and any other indIVIduals or entities identified in the
Supplementary Conditions, and the officers, directors, partners, employees.
agents and other consultants and subcontractors of any of them each of
whom is deemed to have an Insurable interest and shall be listed as an
insured or additional insured listed in Parag/'aph SC-5.17;
--=",Addendum 1 BId Item#Q9..124
Page 2 of 10
2. Be written on a Builder's Risk Ifall-rlsk" or open peril or special causes of loss
polioy fonn that shall at least include insurance for physiealloss and damage
to the Work, temporary bundings, falsework, and materials and equipment in
transit and shall Insure agEJinst at least the follOWing perUs or causes of 11).:
fire, lightning, extended OQverage, theft, vandalism and malicious mischref,
earthquake, coflapse, debris removal, demolition occasioned by enforcemellt
of laws and Regulations, water damage, and such other perils 0( causes of
loss as may be specifically required by the Supplementary Conditions:
3. Include expenses incurred in the repair or replacement of any insured
property (including but not limited to fees and charges of engineers and
architects);
4. Cover materials and equipment stored at the Site or at another location that
was agreed to in writing by OWner prior to being incorporated tn the Work.
provided that such materials and equipment have been included in an
Application for Payment recommended by Engineer;
5. Allow for partial utilization of the Work by Owner;
6. Include testing and startup; and
7. Be maintained in effect until final payment Is made unless otherwise agreed
to In writing by Owner, Contractor and Engineer with 30 days written notice to
each other addItional insured to whom a cerffficate of Insurance has been
issued.
8. Contractor shall be responsible for any deduetible or setf-insured retention.
9. The polley Will not cover Contractor's or Its subcontractor's or supplier's
equipment. tools or other property that Is not consumed during construction
or does not become a part of the Project. Contractor shall bear the expense
of any additional pOlicy to cover these items.
10. The policies of insurance required to be purchased and maintained by
Contractor in accordance wrth this Paragraph Sc-5.6 shalt comply With the
requirements of Paragraph 5.9 of the General COnditions.
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S&P Project No. G124-D6-D2
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
5.5. CONTRACTOR shall procure and maintain during the Contract Times a separate
. OWNER's and CONTRACTOR's Protective (OCP) Liability Insurance in the name
of OWNER in an amount not less than $2,000,000 for injuries, including accidental
death for each occurrence, and property damage in an amount not less than
$1,000,000 each occurrence and $1,000,000 per Contract aggregate combined
single limit. Stevenson & Palmer Engineering, Inc. shall be named on the policy as
an additional insured.
~ !%P..,
Additional Insureds:
SC-5.17. Add the following new paragraphs immediately after Paragraph 5.16.3.:
5.17. The identity of the additional insureds that are to be included on
CONTRACTOR's General Liability insurance policies are:
1. City of Augusta, Georgia, and including all elected and appointed officials, all
employees and volunteers, all boards, commissions, and/or authorities and their
board members, employees, and volunteers.
2. Stevenson & Palmer Engineering, Inc.
3. CH2M Hill.
4. EcoloTech.
5. QORE Property Sciences.
ARTICLE 6 - CONTRACTOR'S RESPONSIBILITIES
Permits:
SC-6.13. Add the following new paragraphs immediately after Paragraph 6.13.:
A. OWNER has secured or will secure the following permits, approvals and
licenses and has paid or will pay any associated charges and fees.
CONTRACTOR shall pay all inspection fees necessary for the prosecution bf
the Work which are applicable at the time of opening of Bids, or, if there .are.no
Bids, on the Effective Date of the Agreement. .
1. Soil Erosion Control Permit.
2. Stormwater Discharge Permit.
3. Nationwide Permit (12) Permit Number: 200800163
4. Environmental Protection Division Permit.
5. Georgia Department of Transportation Utilities Encroachment Permit.
B. OWNER has submitted applications for the following permits, approvals, and
licenses. CONTRACTOR is responsible for and shall pay for any associated
charges and fees for the applications. CONTRACTOR shall pay all inspection
SUPPLEMENTARY CONDITIONS
01002-9
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S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase /I
Augusta Utilities Project No. 00007
CONTRACTOR shall promptly attempt to settle with such other contractor
by agreement, or to otherwise resolve the dispute by arbitration or at law.
B. CONTRACTOR, shall, to the fullest extent permitted by Laws and
Regulations, indemnify and hold. harmless OWNER, ENGINEER,
ENGINEER's Consultants, PROGRAM MANAGER... and the officers,
directors, partners, employees, agents and other. consultants and
subcontractors of each and any of them fromahdagainst alFclaims,c6sts,
losses, and damages (including, but not limited to, fees and charges of
engineers, architects, attorneys, and other professionals 'and court and
arbitration costs) arising directly, indirectly, or consequentially out of any
action, legal or equitable, brought by any separate contractor against
OWNER, ENGINEER,. ENGINEER's Consultanfs, or the PROGRAM
MANAGER to the extent said claim is based on or arises out of
CONTRACTOR's performance. of the Work.' Sh6uld a separate contractor
cause damage to the Work or property of CONTRACTOR or should the
performance of work by any separatecohtractoratthe'Site give rise to any
other Claim, CONTRACTOR shall not institute any action, legal or equitable,
against OWNER, ENGINEER, ENGINEER's ConsUltahts, or PROGRAM
MANAGERbr permit any actiohagainsfany ofthem to be maintained and
,continued in its name or for its benefitin any court 61' before any arbiter which
seeks to impose liability on or to recover darnclges from OWNER,
ENGINEER, ENGINEER's Consultants, or'. PROGRAM MANAGER on
account of any such damage or Clairtl.
C. If CONTRACTOR is delayed afan{timein perforrTlingor furnishing Work by
any actor. negl~ct of. a separate contractof, and OWNER and
CONTRACTOR are unable to agree as to the extent of any adjustment in
Contract Times attributable thereto, CONTRACTOR may make a Claim for
an extension of times in accordance with Article 12. An extension of the
Contract Times shall be CONTRACTOR'sexclLlSive rernedywithrespect to
OWNER, ENGINEER, ENGINEER's . Consultants, a~d PROGRAM
MANAGER for any delay, disruption, interference, or hindrance caused by
any separate contractor. This paragraph does not prevent recovery from
OWNER, ENGINEER, ENGINEER's Consultant, or PROGRAM MANAGER
for activities that are their respective responsibilities.
ARTICLE 12 -CHANGE OF CONTRACT TIME
Change of Contract Times:
SC-12.2. Add the following new paragraph immediately after Paragraph 12.2.:
A. The Contract Time includes allowances for normal amounts of inclement
weather. Extensions of time shall be granted only under cases of abnormal
weather conditions or other conditions outlined in Article 12 of the General
SUPPLEMENTARY CONDITIONS
01002:..11
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Prepared for:
Stevenson & Palmer Engineering
360 Bay Street, Suite 400
Augusta, Georgia 30901
Prepared by:
OGRE Property Sciences
645 B Frontage Road
Augusta, Georgia 30907
QGRE Job No. U1610, Report No. 35107
December 14, 2007
REPORT OF
SUBSURFACE EXPLORATION
MAIN INTERCEPTOR UPGRADE
PHASE /I
AUGUSTA~RICHMOND COUNTY, GEORGIA
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PI\OPERTY SCIENCES
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December 14, 2007
Mr. James A. Wilson, II, P.E.
Stevenson & Palmer Engineering
360 Bay Street, Suite 400
Augusta, Georgia 30901
Re: Report of Subsurface Exploration
Main Interceptor Upgrade, Phase II
Augusta, Richmond County, Georgia
OORE Job No. U1610, Report No. 35107
QORE, Inc. has completed soil test borings and laboratory tests for the referenced project in
accordance with our proposal No. 02693R dated April 16, 2007 and revised October 24, 2007 as
authorized by Mr. James A. Willson, II, P.E. on October 31, 2007. Additional scope to cut pavement
cores is also included in this report in accordance with our supplemental proposal (02693a) dated
November 20, 2007 as authorized by Mr. James A. Willson, II, P.E. on November 20, 2007. The
purposes of the exploration were to obtain subsurface data so that we could evaluate general rock
and groundwater levels, and general earthwork procedures.
This report describes our understanding of the project, the subsurface conditions encountered, and
our recommendations. The scope of our services did not include an environmental assessment or
investigation for the presence of hazardous or toxic materials in the soil or groundwater.
PROJECT INFORMATION
The site is located in Richmond County, just east of Doug Barnard Parkway. This project consists of
the installation of approximately 13,000 linear feet of new 84-inch and 72-inch sanitary sewer line.
The new sanitary sewer will start at the Messerly Waste Water Treatment Plant and ~ie into the Main
Interceptor Phase I, at Dan Bowles Road. The proposed new line will follow along the existing
sanitary line with an offset of not less than 10 feet east. The existing line traverses along the western
edge of Phinizy Swamp to approximately 1500 feet south of the intersection of Doug Barnard
Parkway and Lumpkin. Road. At this point the line stays in Doug Barnard's eastern right-of-way until it
reaches Dan Bowles Road. The depth of the bottom of the pipe will range from approximately 9 feet
to 24 feet below existing grades with most depths being between 10 and 15 feet. Two areas, and
645 B Frontage Road Augusta. Georgia 30907 (706) 855-2060 fax (706) 855-20 II
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Main Interceptor Upgrade, Phase II
aORE Job No. U1610. Report No. 35107
December 14, 2007
Paqe 3
LABORATORY TESTING
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The samples obtained during the exploration were transported to our laboratory for engineering
review, visual classification, and testing. The purposes of this review were to check the field
descriptions, visually estimate the relative percentages of the soil's constituents (sand, clay, etc.),
and observe evidence of soil origin. Laboratory testing, consisting of grain size analysis and
Atterberg limits, was performed on three selected samples. Five samples were selected by our
geotechnical professional for pH tests. The results for these tests are presented in the Laboratory
. Test Data in the Appendix.
SITE AND SUBSURFACE CONDITIONS
SITE CONDITIONS
The site is located in the Savannah River flood plain, generally along the west side of the Phinizy
Swamp. The terrain is generally flat with only about 20 feet of fall from the north end to the south
end for a distance of more than two miles. From the south end, (station 0+00) to approximate station
60+00 the alignment is within a few feet of standing water and "wetlands" limits indicated on the
drawings. From approximate station 70+00 to the north end of the project, the alignment runs along
the Doug Barnard Parkway right of way. From Rock Creek (approximate station 90+00) for a
distance of about 200 to 300 feet south, the alignment runs through standing water and Cypress
trees. In addition to Rock Creek, the proposed alignment crosses at least two other areas of
standing water. From about station 105+00 to 125+00 the proposed alignment passes between
several businesses and Doug Barnard Parkway, and crosses several paved areas.
GEOLOGY
Augusta lies along the Fall Line, which is the boundary between the Piedmont and Coastal Plain
physiographic provinces. Soils in the Piedmont have been formed by the in-place mechanical and
chemical weathering of the parent metamorphic and igneous rock. The soils in the Coastal Plain
province are primarily sedimentary (alluvial) in nature, having been deposited through the actions
of the Atlantic Ocean, rivers, and streams. The soils at the project site are more recent alluvial
deposits of the Savannah River and some Coastal Plain formations. These deposits are
composed of sands, silts and clays.
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Main Interceptor Upgrade, Phase II
OORE Job No. U1610, Report No. 35107
December 14, 2007
Paqe 5
GROUNDWATER
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Groundwater was encountered in all of the borings and ranged in depth from 3.5 to 17 feet below the
ground surface. Measured groundwater levels are indicated on the Test Boring Records. Where
groundwater was measured only at the time of drilling, stabilized groundwater depths may be higher
than those shown on the test rig records. The Augusta area has been under draught conditions for
the past year, Because groundwater is affected by rainfall, future groundwater levels may be
encountered at depths different from those identified in our borings.
LIMITATIONS OF CONCLUSIONS AND RECOMMENDATIONS
This report has been prepared for the exclusive use of Stevenson & Palmer Engineering and their
client for specific application to the Main Interceptor Phase II project. Our conclusions and
recommendations have been prepared using generally accepted standards of geotechnical
engineering practice in the State of Georgia. No other Warranty is expressed or implied. aORE,
Inc. is not responsible for the conclusions, opinions, or recommendations of others based on these
data.
Our conclusions and recommendations are based on the conceptual project information furnished
to us, the data obtained from this subsurface exploration, the assumptions outlined herein, and our
past experience. They do not reflect variations in the subsurface conditions which are likely to exist
between our borings and in unexplored areas of the site resulting from the inherent variability of
the subsurface conditions in this geologic region as wef! as past land use and fill placement. If
such variations become apparent during construction, it will be necessary for us to re-evaluate our
conclusions and recommendations based upon on-site observation of the conditions.
If the overall design, location, or elevation of the proposed sewer line is changed, the
recommendations contained in this report must not be considered valid unless the changes are
reviewed by our firm and our recommendations modified or verified in writing. When the design is
finalized, we should be given the opportunity to review the revised plans and applicable portions of
the project specifications. This review will allow us to check whether these documents are
consistent with the intent of our recommendations.
Field observations, monitoring, and quality assurance testing during earthwork and foundation
installation are an extension of the geotechnical design. We recommend that the owner retain
these services and that we be allowed to continue our involvement in the project through these
phases of construction. Our firm is not responsible for interpretation of the data contained in this
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Main Interceptor Upgrade, Phase II
QORE Job No. U1610. Report No. 35107
December 14,2007
Page 7
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shallow sumps. Areas where more permeable sand soils are encountered, wells or well point
systems will likely be required.
In some areas, the bottom of the excavation may be more than 10 feet below the present
groundwater level. Boring data indicate that silty sands or sandy silt will be present in some areas at
the foundation level. If exposed below the groundwater level, these soils will be loosened or even
become "quick", losing their ability to support foundations. Therefore, in locations where manholes
or pump stations are located and the predominate soils are sands, groundwater should be lowered
and maintained at least 3 feet below the proposed bearing level to permit foundation excavation and
construction without disturbing the foundation soils.
Fill Placement
The trenches should be backfilled and brought to their design subgrade levels with structural fill.
Structural fill is defined as inorganic natural soil with maximum particle size ofi inc:h.and amaximum
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plasticity index of 20. Structural fill should be placed in relatively thin (4'::t68-inch)layers and
compacted to at least 95 percent of the soil's maximum dry density as determined bY the standard
Proctor compaction test The. upper i-foot of all structural fill beneath pavements should be
compacted to at least 9a percent of its standard Proctor maximum dry density. In remote,
undeveloped areas where some subsidence may be tolerated, fill may be compacted to at least 85
percent of the soil's maximum dry density as determined by the standard Proctor compaction test.
The sand soils (classifications SM, SP, SW-SM, SP-SM, and possibly SC) can be used as a source
of structural fill. However, the clayey sand (SC) may require significant drying to achieve satisfactory
compaction. In our opinion, the clay, silt, and organic soits (CL, CH, ML, CL-Ml, Ol, and OH) should
not be used for backfill. We recommend budgeting for imported structural fill to replace these soils.
Field Density T estinq
We recommend that density testing be performed on a full-time basis during placement of structural
fill beneath roadways and structures. Part-time testing may suffice in grassed or undeveloped areas.
During full-time density testing, the test frequency can be determined by our personnel based on the
area to be tested, the equipment used, and construction schedule. A suggested part-time testing
frequency is one test every 200 to 250 linear feet of fill in the trenches. Tests should be performed at
vertical intervals of 2 feet or less as the fill is being placed. We recommend density testing by a
technician working under the direction of our project engineer.
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APPENDIX
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TEST BORING RECORDS
LABORATORY TEST REPORTS
PROCEDURES
ASFE -INFORMATION ABOUT GEOTECHNICAL ENGINEERING REPORT
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BORING No:SB1
TEST BORING RECORD
SCIENCES
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PROJECT: Main Interceptor Phase "
JOB NO: U1610
I REPORT NO: 35107
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PROJECT LOCATION: Augusta-Richmond County, Georgia ..
ELEVATION: 122 . BORING STARTED: 11/12/2007
BORING COMPLETED: 11/12/2007
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DRILLING METHOD: HSA EQUIPMENr'TYPE: CME 550 HAMMER: Rope and Cathead
GROUNDWATER: 'Sl- 10.0ATD .y 8.5 delayed measurement BORING DIAMETER (IN): 6 SHEET 1 OF 1
Remarks: Boring Location: Sta 3+15 offset 40' left
Boring locations and elevations are estimated from plans provided and should be conSidered approximate.
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G ELEV. DEPTH
(FT.) (FT.)
MATERIAL DESCRIPTION
Qp
l S tsf
STANDARD PENETRATION
RESISTANCE (N)
10 2G 30 40 50 80 70 80 801
BLOWS
16"
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122.0 '- 0 Topsoil (8 inches) :t,:~':~ ~
121.2 loose, light brown silty fine to medium SAND (SM)
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118.5 Loose, tan clayey fine to r:nedium SAND (SC) with ',::,X
some mica
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~ 113.5 Soft, white silty CLAY (CL-ML)
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4.7-8
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Very soft, dark brown PEAT (PT)
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5-8-9
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Very soft, dark brown organic CLAY (OH)
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1-0-1
98.5
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Very loose, gray silty fine to medium SAND (SM) with
mica ....
Boring terminated at 25 feet.
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BORING NO: ... SB3
TESTBORING RECORD
SCIENCES
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PROJECT: Main Interceptor Phase II
PROJECT LOCATION: Augusta-Richmond County, Georgia
JOB NO: U1610
REPORT NO: 35107
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ELEVATION: 122
DRilLING METHOD: HSA
GROUNDWATER: "5l.. 9.0 ATD
BORING STARTED: 11/12/2007
EQUIPMENT TYPE: CME 550
I
Remarks: Boring Location: Sta 23+20 offset 60'Jeft
Boring locations and elevations are estimated from plans provided and should be considered approximate.
BORING COMPLETED: 11 f12/2007
HAMMER: Rope and Cathead
SHEET 1 OF 1
I
G ELEV, DEPTH
(FT.) (FT.)
MATERIAL DESCRIPTION
Qp
l S Isf
STANDARD PENETRATION
RESISTANCE (N)
BLOWS
f6'
I
to 20 30 40 50 8D 108D90'0
122.0 0
121.2
.
5
Sandy Topsoil (8 inches)
Firm, brown silty fine SAND (8M)
5-7-8
I
118.5
7-7-9
5-6-9
I
"5l.. 113.5
Firm, gray silty CLA Y (CL-ML)
2-3-4
10
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2-2-3
15
103.5
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20
Very loose, gray silty fine to medium SAND (SM) with
mica
1-2-2
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2-2-2
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r
97.0 25
Boring terminated at 25 feet.
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I
C SPES
R E".
BORING NO: SBS
TEST BORING RECORD
SCIENCES
I
PROJECT: Main Interceptor Phase II
PROJECT LOCATION: Augusta-Richmond County, Georgia
JOB NO: U1610
REPORT NO: 35107
I
ELEVATION: 120
DRILLING METHOD: HSA
GROUNDWATER: 5;l10.0 ATD
BORING STARTED: 11/12/2007
EQUIPMENT TYPE: CME 550
I
Remarks: Boring location: Sta 43+20 offset 50' left .... . .
Boring locations and elevations are estimated from plans provided and should be considered approximate.
BORING COMPLETED: 11/12/2007
HAMMER: Rope and Cathead
SHEET 1 OF 1
I
G ELEV. DEPTH MATERIAL DESCRIPTION
(FT.) (FT.)
Qp
L S Isf
STANDARD PENETRATION
RESISTANCE (N)
10 20 3D .40 60 8(170809010
BLOWS
16"
I
120.0 0
119.4 Sandy topsoil, 8 inches
Very firm, mottled gray and brown clayey fine to
medium SAND (SC)
orange silty CLAY (Cl)
9 - 15-
19
I
.
I
5
12 - 17-
18
114.0
Very stiff, mottled gray
6 - 7 - 14
111.5
5;l
10
Soft to firm, dark gray plastic CLAY (CH) with silt and
some sand
Samples from 8.5 to 15 feet contained small pieces of
vegetation.
2-3-4
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15
1-1-3
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2-2-4
100.0 20
Boring terminated at 20 feet.
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25
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C SPES
R E'"'
SCIENCtl
BORING NO: SB7
TEST BORING RECORD
PROJECT: Main Interceptor Phase II JOB NO: U1610 I REPORT NO: 35107
PROJECT LOCATION: Augusta-Richmond County, Georgia
ELEVATION: 118 BORING STARTED: 11/12/2007 BORING COMPLETED: 11/12/2007
DRILLING METHOD: HSA EQUIPMENT TYPE: CME 550 HAMMER: Rope and Cathead
GROUNDWATER: 'Sl- 8.0 ATD :t. 4.0delayedineasuremElOt BORING DIAMETER (IN): 6 T SHEET 1 OF 1
Remarks: Boring Location: Sta 54+40 offset 110'Ieft
Boring locations and elevations are estimated from plans provided and should be considered approximate.
.. STANDARD PENETRATION
G ELEV, DEPTH MATERIAL DESCRIPTION L S Qp RESISTANCE (N) BLOWS
(FT.) (FT.) Isf 16"
0 I> 20 30 ~o 50 60 10 aogQ10
118.0 -0 Very loose to loose, gray clayey fine to medium SAND .:.X
(SC) \ .. 1-2-1
". '-----'
.
. .
:t. :"~
. ::.:.X 3-4-5
-5- . '-----'
112.0 Stiff, mottled orange and gray sandy CLAY (CL) ,
2-4-6
'Sl-
109.5 ,
Firm, dark brown and black organic silty plastic CLAY. . 6 2-4-4
-10- (OH)
106.0 .
Loose, gray clayey silty fine SAND (SC-SM)
. ~ 1
:"'X 2-2-3
103.0 -15 Boring terminated at 15 feet.
-20-
-25- ---
I
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P
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C SPE~
BORING NO: SB9
R E'"
TEST BORING RECORD
S C I ENe E S
PROJECT: Main Interceptor Phase II JOB NO: U1610 I REPORT NO: 35107
PROJECT LOCATION: Augusta-Richmond County, Georgia
ELEVATION: 119 BORING STARTED: 11/12/2007 BORING COMPLETED: 11/12/2007
..
DRILLING METHOD: HSA EQUIPMENT TYPE: CME 550 HAMMER: Rope and Cathead
GROUNDWATER: 'Sl- 5.0 ATD .y. 3.5 delayed measurement BORING DIAMETER (IN}:6 SHEET 1 OF 1
Remarks: Boring Location: Sta 67+70 offset 1DO'Ieft
Boring locations and elevations are estimated from plans provided and should be considered approximate.
. STANDARD PENETRATION
G ELEV. DEPTH MATERIAL DESCRIPTION L S Qp RESISTANCE (N) BLOWS
(FT.) (FT.) tsf /6"
0 '0 '0 36 40 60 eo 70 80~10
119.0 1-0 Sandy Topsoil (6 inches) '~X
118.4 1/ 5-6-8
Loose to firm, tan silty fine to medium SAND (SM) :.:"0.......:
:
-!. . . /
:':. ---,
'Sl- :"X 6-4-2
f-5- :,":'.,----,
113.0 Soft, gray and brown plastic CLAY (CH)
2-2-2
~ 1-1-1
-10-
105.5 . . ...
Loose, gray silty fine SAND (8M) with mica :"X
.'. 3-2-3
104.0 -15 .. .. :0.:::
Boring terminated at 15 feet.
-20-
-25- .
..
I
I
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I
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.
I
I
I
I
I
I
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,
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~ SPeS:
BORING NO: S B 11
R E'M
SClcNC!\
TEST BORING RECORD
PROJECT: Main Interceptor Phase \I JOB NO: U1610 I REPORT NO: 35107
PROJECT LOCATION: Augusta-Ftichmond County, Georgia
ELEVATION: 126 BORING STARTED: 11/13/2007 BORING COMPLETED: 11/13/2007
DRILLING METHOD: HSA EQUIPMENT TYPE: CME 550 HAMMER: Rope and Cathead
GROUNDWATER: Ii-11.0ATD .y. 9.0 delayed measurement BORING DIAMETER (IN): 6 SHEET 1 OF 1
Remarks: Boring Location: Sta 87+90 offset35'Ieft
Boring locations and elevations are estimated from plans provided and should be considered approximate.
ELEV. DEPTH Qp STANDARD PENETRATION BLOWS
G (FT,) (FT.) MATERIAL DESCRIPTION L S tsf RESISTANCE (N) 16"
0 I. 2. 30 ... 50 &0 7. 800010
12s:~ f-O ,Sandy topsoiil (2 inches) I ~
Very loose to loose, highly variable, tan, gray, and T 6-4-4
black silty sand with some gravel. Pieces of asphalt
encountered from approximately 3 1/2 to 6 feet.
Z 13 - 4 - 2
'-5-
X 2-2-2
~
118.0 Very loose, dark gray and tan, clayey fine to medium
.Y. ' c--
SAND (SC) .....X 1-2-2
-10- -:. '-- \
Ii- ' ,
~'
112.5 ~':.
Firm, light gray fine to medium SAND with silt (SP-SM) ~ , 2-6-7
f-15 - "
"
,.
107.5 Loose, gray dayey fine SAND (SC) 'X
2-4-6
-20- ", '----'
, . I
103.0 loose, tan silty fine SAND (SM)
:X
1-2-3
101.0 -25 Boring terminated at 25 feet.
I
I
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I
P
I
CSn~
BORING NO:
5813
R E'M
TEST BORING RECORD
s C 1 E ... C E S
PROJECT: Main Interceptor Phase II JOB NO:. U1610 I REPORT NO: 35107-
PROJECT LOCATION: Augusta-Richmond County. Georgia ..
ELEVATION: 124 . .. 11/13/2007 BORING COMPLETED: 11/13/2007
BORING STARTED:
DRilLING METHOD: HSA EQUIPMENT TYPE: CME 550 HAMMER: Rope and Cathead
GROUNDWATER: ..'Sj. 5.OAlO .!. 4.0 delayed measurement BORING DIAMETER (IN): 6 SHEET 1 OF 1
Remarks: Boring Location: Sta 95+55 .
Boring locations and. elevations are estimated from plans provided and should. be Considered approximate.
.... STANDARD PENETRATION
G ELEV. DEPTH MATERIAL DESCRIPTION L S Qp RESISTANCE (N) BLOWS
(FT.) (FT.) Isf /6"
0 10 20 ;lO .so 50 GO 70 809010
12H -0 "Topsoil (2 inches) ::X
/ . ~ 8-11-
Firm. brown silty fine to medium SAND (SM) .: '-- 1/ 10
. :
.!. 120.5 . .
Firm, black organic clayey SAND (OL) =X i 2-2-6
'Sj.
-5- '--
-
X ~ 2-3-3
- '-- \
116.0
Loose to firm, grayish tan fine SAND (SP) ":-.' X 1\
",0"
r 6-9-6
~ 10- ":.::'. '--
.'
....
. .
'.'
..
.....
:';':- .
;":'X ~ 2-3-5
-15- :.,:;-
....
....
. .
'. ,
. .
';.::.- ..
... ..... ...X 2-4-6
104.0 -20 Boring terminated at 20 feet.
I- 25 -
....
I
C Sn2
R ElM
TEST BORING RECORD
BORING NO: 5815
S C I ENe E \
I
PROJECT: Main Interceptor Phase II
PROJECT ~OCATION: Augusta.Richmond County, Georgia
I
ELEVATION: 125
DRILLING METHOD: HSA
GROUNDWATER: 'Sl- 12.0 ATD
BORING STARTED: 11/13/2007
EQUIPMENT TYPE: CME 550
BORING COMPLETED: 11/13/2007
HAMMER: Rope and Cathead
SHEET 1 OF 1
I
JOB NO: U1610
Remarks: Boring Location: Sta 113+80
Boring locations and elevations are estimated from plans provided and should be considered approximate.
I
MATERIAL DESCRIPTION
G
I
Hll:9 0
Gravel (3 inches)
Firm, gray silty fine to medium SAND (SM)
I
121.0
Stiff to very stiff, mottled light Ian and brown sandy
CLAY (CL)
It
I
5
116.5
Stiff, gray silty CLAY (CL)
I
10
'Sl-
I
112.0
So~, gray plastic CLAY (CH)
15
I
107.0
Loose, tan silty medium to .coarse SAND (SW-SM)
with gravel
I
105.0 20
Boring terminated at 20 feet.
I
I
,
25
I
Qp
L S tsf
STANDARD PENETRATION
RESISTANCE (N)
10 20 30 co 5(1 at '10 B0901
BLOWS
/6"
8-8-8
5-7-9
4-6-8
6-7-7
1-1-2
2-4-4
I
I
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.
I
I
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I
P
I
C SPEQ
BORING NO: 5817
R E'M
TEST BORING RECORD
SCIENCES
PROJECT: Main Interceptor Phase II JOB NO: U1610 I REPORT NO: 35107
PROJECT LOCATION: Augusta-Richmond County, Georgia
ELEVATION: 124 BORING STARTED: 11/13/2007 BORING COMPLETED: 11/13/2007
DRILLING METHOD: HSA . . CME 550 HAMMER: Rope and Cathead
. EQUIPMENT TYPE:
GROUNDWATER: . '51-13:0 ATD BORING DIAMETER (IN): 6 I SHEET 1 OF 1
Remarks: Boring Location: Sta 126+00 offsel45' right
Boring locations and elevations are estimated from plans provided and should be considered approximate..
. STANDARD PENETRATION
G ELEV. DEPTH MATERIAL DESCRIPTION L S Qp RESISTANCE (N) BLOWS
(FT.) (FT.) Isf 16"
0 ,. 20 30 .u. 50 8070&0801
~21;9 -0 t\Topsoil (2 inches) / .. ..
.:X 1 8 - 12 -
Firm to very firm, gray and tan silty fine SAND (SM) 13
with mica . . '--
',..-
)( 7-9-10
-5- '. '--
.~
:'X J 6-7-9
. '--
... '.
115.5
Stiff, gray silty CLAY (CL-ML) 4-5-5
I- 10-
'51-
110.5 Firm, dark gray silty fine SAND (SM) with clay, wood .:~ ..
pieces, and mica ~ 3-3-3
-15- '. r---'
105.5 . ...... < .. .. .. .......
Loose, tan fine SAND (SP-SM) with silt and mica IX 3-4-6
104.0 -20 ..
Boring terminated at 20 feet.
I- 25 - ....
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SUMMARY OF LABORATORY-TESTING
Main InterceptoJ:' Phase n
Augusta-Rich~ond County, Georgia
QQRE Job No.U16.t~. Report No: 3.5107
December 14, 2007
Percent Passing
....#200.Sieve
pH
ClasSification
uses
Depth
(ft.)
Liquid
Limit
PI
4.3
62 34
8813
8.5-10
5.5
8814
8.5-10
>50
CH
52
25
8816
68
CL-ML '"
8817
4.6
CL-ML '"
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( ASTM 0 4318 ) ~
Q 0 R E~
, i. 0 I" [ l'T " $ C II N C I: , A
JOB NAME : STEVENSON & PALMER ENGINEERING, INC. d~
CLIENT : MAIN INTERCEPTOR PHASE II .~ :~~Y:
JOB NO. : U1610 IREPORT NO. : 35107 I DATE 23-Nov-07 'r :..---
BORING I PIT NO. : B14 ] DEPTH I ELEV. : 8.5-10' (SAMPLE NO. : - PERFOMEC BY: CDR
SAMPLE LOCATION : B14 SAMPLE TYPE: Split Barrel
SOIL DESCRIPTION : orav plastic CLAY MOISTURE, % : NT
LIQUID LIMIT, % : 52 IPLASTlC LIMIT.% : 27 I PLASTICITY INDEX. 25 FINES, % : >50%
CLASSIFICATION ; plastic CLAY IUSCS : CH AASHTO : NT
LIQUID LIMIT - (THE WATER CONTENT. IN PERCENT, OF A SOIL AT THE AR81TRARIL Y DEFINED BOUNDARY BETWEEN THE LIQUID AND PLASIC
STATES OR AT WHICH SOIL FLOWS FOR A DISTANCE OF 13 MM AT THE BASE OF GROOVE WHEN SUBJECTED TO 25 BLOWS)
PLASTIC LIMIT - (THE WATER CONTENT, IN PERCENT, OF A SOIL AT THE BOUNDARY BElWEEN THE PLASTIC AND SOLID STATES OR AT WHICH
SOIL CAN NO LONGER BE DEFORMED BY ROLLING INTO 3.2 MM DIAMETER THREADS WITHOUT CRUMBLING) -
LIQUID LIMIT TRIALS PLASTIC LIMIT TRIALS
TEST NO. : 1 2 NA NA NA 1 2 ... NA NA
CO NT AINER NO. 13 2 NA NA NA 10 14 NA NA
NUMBER OF BLOWS 23 23 NA NA NA NA NA .NA NA
WT;WET SOIL + CAN (GRAMS) 25.01 24.19 NA NA NA 27.48 27.77 NA NA
WT, DRY SOIL + CAN ( GRAMS) 21.56 20.97 NA NA NA 24.76 25.02 NA NA
WT. OF WATER ( GRAMS) 3.45 3_22 NA NA NA 2.72 2.75 NA NA
-_ WT, OF CONTAINER (GRAMS) 15.02 14.83 NA NA NA 14.92 14.92 NA NA
iWT;OF DRY SOIL ( GRAMS 6.54 6.14 NA NA NA 9.84 10.10 NA NA
WATER CONTENT. (%) 52.75 52.44 NA NA NA 27.64. 27.23 NA NA
65.0
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60.0
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Z ----.-...--..,.--. -.-..-----. - I-- i- ---.-.------ -.- .---- .--
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50.0'
0:: --.- - ..-- . ..-- ... --. - - -- -- ...- '-'- "-'- - - -- --,- --- -- - --
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40.0
1 10 25 100
NUMBER OF BLOWS, N
.
MATERIALS AND TESTING EQUIPMENT PLASTICITY INDEX
M&TE J.D. TYPE CALIBRATION DATE (THE RANGE OF WATERCONTENT OVER WHICH A SOIL
LLD-3 Grooving Tool 07-Sep-08 BEHAVES PLASTICALLY OR THE NUMERICAL DIFFERENCE
.. LLD-4 LL Machine 01-May-08 BETWEEN THE LIQUID LlMITAND THE PLASTIC LIMIT)
} OVEN-1 Cabinet Oven 05-Jan-08 .. [LL-PL]
.
ARC120 Electronic Scale 13-Sep-08 PI,%: 25 "A" LINE: 23.36
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~ ATTERBERG LIMITS
(ASTM D 4318 ) 0i
Q 0 R E~
,. lit 0 , I k T Y C G II ~ eft
JOB NAME : STEVENSON & PALMER ENGINEERING, INC. , ~I
CLIENT : MAIN INTERCEPTOR PHASE II EDBY:
JOB NO. : U1610 REPORT NO. : 35107 I DATE : 13-Dec-07 'U'JL
BORING I PIT NO. : 818 DEPTH I ELEV. : 3.5-5' ISAMPLE NO. : - PERFOMED BY : CDR
SAMPLE LOCATION : B18 SAMP LE TYPE: Split Barrel
SOIL DESCRIPTION : gray and orange mottled plastic SILT MOISTURE, % : NT
LIQUID LIMIT, % : 56 PLASTIC LIMIT,% : 35 IPLASTICITY INDEX. 21 FINES I % : >50%
CLASSIFICATION : plastic SILT IUSCS : MH MSHTO : NT
LIQUID LIMIT - (THE WATER CONTENT, IN PERCENT. OF A SOIL AT THE ARBITRARILY DEFINED BOUNDARY BETWEEN THE LIQUID AND PLASIC
STATES OR AT WHICH SOil FLOWS FOR A DISTANCE OF 13 MM AT THE BASE OF GROOVE WHEN SUBJECTED TO 25 BLOWS)
PLASTIC LIMIT - (THE WATER CONTENT, IN PERCENT. OF A SOil AT THE BOUNDARY BETWEEN THE PLASTIC AND SOLID STATES OR AT WHICH
SOIL CAN NO LONGER BE DEFORMED BY ROLLING INTO 3.2 MM DIAMETER THREADS WITHOUT CRUMBLING)
LIQUID LIMIT TRIALS PLASTIC LIMIT TRIALS
TEST NO. : 1 2 NA NA NA 1 2 NA NA
CONTAINER NO. 12 21 NA NA NA 29 5 NA NA
NUMBER OF BLOWS 25 24 NA NA NA NA NA NA NA
wr. WET SOil + CAN (GRAMS) 33.74 32.85 NA NA NA 29.21 25.86 NA NA
wr. DRY SOIL + CAN ( GRAMS) 27.16 26.40 NA NA NA 25.56 23.12 NA NA
wr.OFWATER{GRAMS) 6.58 6.45 NA NA NA 3.65 2.74 NA NA
wr.OFCONT~NER(GRAMS) 15.28 14.84 NA NA NA 15.17 15.30 NA NA
iwr. OF DRY SOIL ( GRAMS) 11.88 11.56 NA NA NA 10.39 7.82 NA NA
WATER CONTENT, ('Yo) 55.39 55.80 NA NA NA 35.13 35.04 NA NA
65.0
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I- 60.0
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(j 55.0
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0:: --.-..--.......---,-".-...-.- ........-.-.---....- --.-......- __m"'___ -.-- ....,.- ....... --. .- ---..-.........--.--....-.......-.....- -..--- --.--- -----.-.- _.n_'_ --- .....-- ,....-- -. --
::l ----.---.-.---.-- ---.-.- ----- .-.----- ____.n -...- ---.. --- -----.-.--.,.--..-...--- -"'-'''--- ----- ----.- ---.-.- .-- --- -". -- -
I- -.._-----_.-._-. ------.- ------ ---- -- ._- --- - - -_._-_.._-.-......~_..._.- --.-- - -.-...--- --- --- 1-- -- -- -
tJ) 50.0
(5 -.---...-.--. -.-- .--...-- .--..-- --...- - -- - - -----.----.-.--...---- -'--- .-- ,---- .--.-. -
-.-.---..------.-.-..-.-.-- .--.-..-..---- .-.-....- -.-.-... -'- -.. - -- .- --..---.---...----. -- --- --"-~-' ,- _..- -- .-- .--- .---
:E .---..---.-----.--.- --...-----.....- -....-...-..- '--'-'--- ,--.- -.--. -- -.- .- -..-..---..-.... ._--".- -.-- --- ._-~-- -.-- -..- ---- ._- --
______.._.___..____..___m__ ._--..-..--_.... -'--'-.- -_._- -.-- --. ..-. 1.- -- --.-.,...--.-.-----.--. --- -.. ..-.- ,--.- -- --..-. -- .-- --
45.0
1 10 25 100
NUMBER OF BLOWS, N
MATERIALS AND TESTING EQUIPMENT PLASTICITY INDEX
M&TE 1.0. TYPE CALIBRATION DATE (THE RANGE OF WATER CONTENT OVER WHICH A SOIL
LLD-3 Grooving Tool 07-Sep-08 BEHAVES PLASTICALLY OR THE NUMERICAL DIFFERENCE
LLD-4 LL Machine 01-May-08 BETWEEN THE LIQUID LIMIT AND THE PLASTIC LIMIT)
OVEN-1 Cabinet Oven 05-Jan-08 [LL-PL]
ARC120 Electronic Scale 13-Sep-08 PI,%: 21 "A" LINE: 26.28
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INTRODUCTION ·
OORE Property Sciences performs tests in general accordance with' the American Society for
Testing and Materifls (ASTM) or the Unite9~t~t~s~rJ1iY9omsOf Engineers procedures. . These
procequres. are generaUyrecognized asth~ba~i~ fo<uniforrnity~ll(fconsistency. of test results, in. ..
the g~otechnical. engineering profession.. Allwork.. i~ initiated ~nd ... s~pervised by qualified
engine~r~;x Skilled.. technicians trainE}d.in.eith~r~B'-rv1{)rPprpsi~roceduresperform our tests. .....
Our equipment is well maintained, and our laboratory equipment is calibrated at least yearly.
Subsequent portions of this Appendix present briefly describe of our testing procedures. Where
applicable, we have referenced these procedures to either ASTM or the Corps of Engineers
standards, which contain specific descriptions of apparatus, procedures, reporting, etc.
Annual Book of ASTM Standards, Section 4, Volumes 4.08 and 4.09: Soil and Rock. American
Society for Testing and Materials, Latest Edition
EM 1110-2-1803. Subsurface Investiqations. Soils, Chapter 3. U.S. Army Corps of Engineers,
1972.
EM 1110-1-1801. Geoloaicallnvestioations. U.S. Army Corps of Engineers, 1978.
EM 1110-2-1907. Soil Samplina. U.S, Army Corps of Engineers, 1972.
EM 1110-1-1802. Geophysical Exploration. U.S. Army Corps of Engineers, 1979.
EM 1110-2.;.1906, Laboratorv Soils Testina. U.S, Army Corps of Engineers, 1970.
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subsurface conditions revealed during construction. The geotechnical
engineer who developed your report cannot assume responsibility or
liability for the reports recommendations if that engineer does not perform
construction observation.
A Geotechnical Engineering Report Is Subject to
Misinterpretation
Other design leam members' misinterpretation of geotechnical engineering
reports has resulted in cosily problems. Lower that risk by having your geo-
technical engineer confer with appropriate members of the design team after
submitting the report, Also retain your geotechnical engineer to review perti-
nent elements of the design team's plans and specifications. Contractors can
also misinterpret a geotechnical engineering reporl Reduce that risk by
having your geotechnical engineer participate in prebid and preconstruction
conferences, and by providing construction observation.
DO Not. Redraw the Engineer1s Logs
Geotechnical engineers prepare final boring and testing logs based upon
their interpretation of field logs and laboratory data. To prevent errors or
omissions, the logs included in a geotechnical engineering report should
never be redrawn for inclusion in architectural or other design drawings.
Only photographic or electronic reproduction is acceptable, but recognize
that separating logs from the report can elevate risk.
Give Contractors a Complete Report and
Guidance
Some owners and design prolessionals mistakenly believe they can make
contractors liable for unanticipated subsurtace conditions by limiting what
they provide for bid preparation. To help prevent cosily problems, give con-
tractors the complete geotechnical engineering report, but preface it with a
clearly written letter of transmittal. In that letter, advise contractors that the
report was not prepared for purposes 01 bid development and that the
report's accuracy is limited; encourage them to confer with the geotechnical
engineer who prepared the report (a modest lee may be required) and/or to
conduct additional sludy to obtain the specific types of information they
need or prefer. A prebid conference can also be valuable. Be sure contrac-
tors have sufficient time to perform additional study. Only then might you
be in a position to give contractors the best information available to you,
while requiring them to at least share some of the financial responsibilities
stemming from unanticipated conditions.
Read Responsibility Provisions Closely
Some clients, design professionals, and contractors do not recognize that
geotechnical engineering is far less exact than other engineering disci-
plines. This lack of underslanding has created unrealistic expectations that
have led to disappointments, claims, and disputes, To help reduce the risk
of such outcomes, geotechnical engineers commonly include a variety of
explanatory provisions in their reports, Sometimes labeled "limitations"
many of these provisions indicate where geotechnical engineers' responsi-
bilities begin and end, to help others recognize their own responsibilities
and risks. Read these provisions closely. Ask questions. Your geotechnical
engineer should respond fully and frankly.
Geoenvironmental Concerns Are Not Covered
The equipment techniques, and personnel used to perform a geoenviron-
mental study differ significantly lrom those used to perform a geotechnical
study. For that reason, a geotechnical engineering report does not usually
relate any geoenvironmental findings, conclusions, or recommendations;
e.g., about the likelihood of encountering underground storage tanks or
regulated contaminants. Unanticipated environmental problems have led
to numerous project failures. II you have not yet obtained your own geoen-
vironmental information, ask your geotechnical consultant for risk man-
agement guidance. Do not rely on an environmental report prepared for
someone else.
Obtain Professional Assistance To Deal with Mold
Diverse strategies can be applied during building design, construction,
operation, and maintenance to prevent significant amounts of mold from
growing on indoor surfaces. To be effective, all such strategies should be
devised for the express purpose of mold prevention, integrated into a com-
prehensive plan, and executed with diligent oversight by a professional
mold prevention consultant. Because just a small amount of water or
moisture can lead to the development of severe mold infestations, a num-
ber 01 mold prevention strategies focus on keeping building surfaces dry.
While groundwater, water infiltration, and similar issues may have been
addressed as part of the geotechnical engineering study whose findings
are conveyed in this report, the geotechnical engineer in charge of this
project is not a mold prevention consultant: none of the services per-
formed in connection with the geotechnical engineer's study
were designed or conducted for the purpose of mold preven-
tion. Proper implementation of the recommendations conveyed
in this report will not of itself be sufficient to prevent mold
from growing in or on the structure involved.
Rely, on Your ASFE.Member Geotecbncial
Engineer lor Additional Assistance
Membership in ASFEffHE BEST PEOPLE ON EARTH exposes geotechnical
engineers to a wide array of risk management techniques that can be of
genuine benefit for everyone involved with a construction project. Confer
with you ASFE-member geotechnical engineer for more inlormation.
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ASFE
THE BEST PEOPLE ON EARTH
8811 Colesville Road/Suite G106, Silver Spring, MD 20910
Telephone: 301/565-2733 Facsimile: 301/589-2017
a-mail: info@asje.org www.asla.org
Copyright 2001/ by ASFE, 11Ic. DupliCIltion, reproduction, or copying of this document, in whole or In part, by any means whatsoever. is slrictly prohibited, except V>71h ASFE's
speciric written permission. Excerpting, quoting, or otherwise extracling wording from this document is permitted only with the express written permission of ASFE, and only lor
purposes 01 scholarly researcll or book review. Only members or ASFE may use this document as a complement to or as an element of a geotechnical engineering report, Any other
firm, individual, or of her entity that so uses this document without being an ASFE member could be committing negligent or intentional (fraudulent) misrepresentation.
IIGER08041.0MRP
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S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
SECTION 01003
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GEORGIA DEPARTMENT OF NATURAL RESOURCES
ENVIRONMENTAL PROTECTION DIVISION
SUPPLEMENTARY GENERAL CONDITIONS FOR
FEDERALLY ASSISTED STATE REVOLVING LOAN FUND
CONSTRUCTION CONTRACTS
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GEORGIA DEPARTMENT Of.N~lJJRAL R.~~9URCES
ENVIRONMENTAL PROTECTION DIVISION
SUPPLEMENTAL GENERAL CONDITIONS FOR
FEDERALLY ASSISTED STATE REVOLVING LOAN FUND
CONSTRUCTION CONTRACTS
December 1, 2008
Following is the standard language that must be incorporated into construction contract documents and in all
solicitations for offers and bids for all construction contracts or subcontracts in excess of $10,000 to be
funded by the Federally-assisted State Revolving Fund in the State of Georgia.
The requirements in these Supplemental General Conditions shall not relieve the participants in this project of
responsibility to meet any requirements of other portions of this construction contract or of other agencies,
whether these other requirements are more or less stringent. The requirements in these Supplemental General
Conditions must be satisfied in order for work to be funded with the State Revolving Fund.
EPO':1
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INSTRUCTIONS & GENERAL REQUIREMENTS
It is the policy ()f the State Revolving Loan Fund (SRF) to promote a "fair share" of subagreement awards to small,
minority, and womencowned businesses for equipment, supplies, construction, and services. Compliance with these
contract provisions is required in order for project costs to be eligible for SRF funding. The "fair share" objective is a
goal, not a Quota. Failure on the part of the apparent successful bidder to submit required information to the loan
recipient (Owner) may be considered by the Owner in evaluating whether the bidder is responsive to bid requirements.
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The Prime Contractor must submit the followina items to the Owner:
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1) DBECompliance Form. The Owner must submit this information to the Georgia Environmental Protection
Division (EPD) to demonstrate compliance with the DBE requirements. EPD concurrence is recommended
prior to award of .the construction contract and is required prior to commencement of any SRF-funded
construction; (Pages EPD-4&5)
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2) Certification Regarding Equal Employment Opportunity. This form is required for the prime contractor
and for all subcontractors. The prime contractor's form should be submitted with the DBE Compliance Form
and the subcontractors' forms should be submitted as the subcontracts are executed. (Page EPD-6)
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3) Certification Regarding Debarment, Suspension, & Other Responsible Matters. This form is required for
the prime contractor and for all subcontractors. The prime contractor's form should be submitted with the DBE
Compliance Form and the subcontractors' forms should be submitted as the subcontracts are executed.
(Page EPD-7)
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4) EPA Form 6100-2 DBE Subcontractor Participation Form. This form gives a DBE subcontractor the
opportunity to describe the work the DBE subcontractor received from the prime contractor, how much the
DBE subcontractor was paid, and any other concerns the DBE subcontractor might have. The prime
contractor must provide this form to each DBE subcontractor for the DBEsubcontractor's submittal to EPD's
DBE Coordinator (to be forwarded to EPA's DBE Coordinator). (Page EPD-8)
.
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5) EPA Form 6100-3 DBE Subcontractor Performance Form. This form captures an intended DBE
subcontractor's description of work to be performed for the prime contractor and the price of the work. This
form is to be provided by the prime contractor to each DBE subcontractor and submitted with the DBE
Compliance Form. (Page EPD-9) .
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6) EP A Form 6100-4 DBE Subcontractor Utilization Form. This form captures the prime contractor's intended
use of an identified DBE subcontractor and the estimated dollar amount of the work. This form is to be
completed by the prime contractor and submitted with the DBE Compliance Form. (Page EPD-10)
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7} Changes to Subcontractors Form. If any changes, substitutions, or additions are proposed to the
subcontractors included in previous EPD concurrences, the Owner must submit this information to EPD for
prior concurrence in order for the affected subcontract work to be eligible for SRF funding. (Page EPD-13)
8) DBE Semiannual Report. The Owner must submit this information to the EPD no later than the 15th day of
the month following the reporting period (October-March, April-December). (Page EPD-14)
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9) Certified Payrolls. These should be submitted to the Owner at least monthly for the prime contractor and all
subcontractors. The Owner must maintain payroll records and make these available for inspection.
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The Owner must submit this information for EPD review and concurrence to:
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Georgia Environmental Protection Division
Engineering & Technical Support Program
Attention: Gaynell Hill, DBE Coordinator
4220 International Parkway, Suite 101
Atlanta, Georgia 30354
(404) 362-2629; (404) 675-6246 (fax)
gayneILhill@dnr.state.ga.us
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EPD-3
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(1) List of all committed and uncommitted subcontractors by trade, incfuding company name, address, telephone
number, contact person, dollar amount of subcontract, and DBE/MBElWBEstatus. Indicate in writing if no
solicitations were made because the contractor intends to use only its own forces to accomplish the work.
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(2) Proof of certification by EP A; SBA, DOT (or by state, local, Tribal, or private entities whose certification criteria
match EPA's) for each subcontractor listed as a DBE, MBE, or WBE.
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(3) Documentation of solicitation effort for prospective DBE firms, such as fax confirmation sheets, copies of
solicitation letters/em ails, printout of the online solicitations, printouts of online search results, affidavits of
publication in newspapers,etcc The prime contractor is strongly encouraged to follow up each written, fax, or
email solicitation with at least 1 logged phone call. Whenever possible, post solicitation for bids or proposals for a
minimum of 30 calendar days before the bid or proposal closing date.
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(4) Justification for not selecting a certified DBE subcontractor that submitted a low bid for any subcontract area.
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(5) Certification By Proposed Prime Contractor or Subcontractor Regarding Equal Employment Opportunity.
(EPD-6)
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(6) Certification By Proposed Prime or Subcontractor Regarding Debarment, Suspension, and Other Responsible
Matters. (EPD-7)
(7) EPA Form 6100-3 DBE Subcontractor Performance Form for all DBE subcontracts. (EPD-9)
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(8) EPA Form 6100-4 DBE Subcontractor Utilization Form for all DBE subcontracts. (EPD-10)
.
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END OF DBE COMPLIANCE FORM
EPD~5
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CERTIFICATION BY PROPOSED PRIME CONTRACTOR OR SUBCONTRACTOR
REGARDING DEBARMENT. SUSPENSION. AND OTHER RESPONSIBLE MATTERS
Under Executive Order 12549 individuals or organizations debarred from participation in Federal Assistance Programs
may not receive an assistance award under federal program or sub-agreement there under for $25,000 or more.
Accordingly each recipient of a State loan or a contract (engineering or construction) awarded under a loan must
complete the foUowingcertification (see40 CFR 32.510).
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The prospective participant certifies to the best of its knowledge and belief that it and its principals;
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(a)
Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily
excluded from covered transactioris by any Federal department or agency.
Have not within a three year period preceding this proposal been convicted of or had a civil judgement
rendered against them for commission of fraud or a criminal offense in connection with obtaining,
attempting to obtain, or performing a public (Federal, State or local) transaction or contract under a
public transaction; violation of Federal or State antitrust statutes or commission of embezzlement,
theft, forge'ry, bribery, falsification or destruction of records, making false statements, or receiving
stolen property;
Are not presently indicated for or otherwise criminally or civilly charged. bya government entity
(Federal, State or local) with commission of any of the offenses enumerated in paragraph (1) (b) of
this certification; and
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(b)
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(c)
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(d)
Have not within a three year period preceding this application/proposal had one or more public
transactions (Federal, State or local) terminated for cause of default.
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I understand that a false statement on this certification may be grounds for rejection of this proposal or
termination of the award. (A willfully false statement is punishable by law - U.S. Code, TItle 18, Section 1001.)
PRINTED NAME & TITLE OF AUTHORIZED REPRESENTATIVE OF CONTRACTOR OR SUBCONTRACTOR
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SIGNATURE OF AUTHORIZED REPRESENTATIVE
DATE
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_I am unable to certify to the above statements. My explanation is as follows:
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EPD-7
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OMB Control No:
Approved:
Approval Expires:
2090-0030
05/01/2008
01/31/2011
...
Environmental
Protection Agency
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Disadvantaged Business Enterprise Program
DBE Subcontractor Performance Form
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NAME OF SUBCONTRACTORl
PROJECT NAME
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ADDRESS
BID/pROPOSAL NO.
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TELEPHONE NO.
E-MAIL ADDRESS
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PRIME CONTRACTOR NAME
ITEM OF WORK OR DESCRIPTION.oF SERVICES BID TO
PRIME
PRICE OF WORK
SUBMIITED TO
PRIME CONTRACTOR
CONTRACT
ITEM NO.
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Currently certified as an MBE or WBE under EPA's DBE Program? _ Yes _ No
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Date
Signature of Prime Contractor
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Print Name
Title
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Signature of Subcontractor
Date
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Print Name
Title
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'Subcontractor is defined asa company, firrri, joint venture, or individual who enters into ari.agreemerit with a contractor
to provide seIVices pursuant to an EP A award of financial assistance.
EPA FORM 6100-3 (DBE Subcontractor Performance Form)
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SIX GOOD FAITHEFORTS
These good faith efforts are required methods to ensure that DBEs have the opportunity to compete for procurements
funded by EPA financial assistance dollars. Such good faith efforts are described as follows:
1. Ensure DBEs are made aware of contracting opportunities to the fullest extent practicable through outreach and
recruitment activities. This will include placing DBEs on solicitation lists and soliciting 1hem whenever there are potential
sources.
2. Make information on forthcoming opportunities available to DBEs and arrange time frames for contracts and establish
delivery schedules, where 1he requirements permit, in a way that encourages and facilitates participation by DBEs in 1he
competitive process. This includes. whenever oossible. DOstina solicitation for bids or proposals for a minimum of 30
calendar dayS before the bid or proposal c10sina date.
3. Consider in the contracting process whether firms competing for large contracts could subcontract with DBEs, This will
include dMding total requirements when economically feasible into smaller tasks or quantities to permit maximum
participation by DBEs in the competitive process.
4. Encourage contracting wi1h a consortium of DBEs when a contract is too large for one of these firms to handle
individually.
5. Use 1he resources, services, and assistance of the Department ofTransportation (DOT), Small Business Administration
(SBA), and the Minority Business Development Agency of the Department of Commerce (MBDA).
6. If the Contractor awards subcontracts, it must take the steps described in items (1) through (5) listed above.
Please note that DBEs. MBEs. and WBEs mustbe certified by EPA. SBA. or DOT (or by state. local. Tribal. or private
entities whose certification criteria match EP A's ). DBEs must be certified in order to be counted toward the recipient's.
MBE/WBE accomplishments. Depending upon the certifying agency, a DBE may be classified as a DBE, a Minority
Business Enterprise (MBE), or a Women's Business Enterprise (WBE).
The documentation of these good faith solicitation efforts must be detailed in order to allow for satisfactory review.
Such documentation might include fax confirmation sheets, copies of solicitation letters/emails, printouts ofthe online
solicitations, printouts of online search results, affidavits of publication in newspapers, etc. The prime contractor is
strongly encouraged to follow up each written, fax, or email solicitation with at least 1 logged phone call.
The prime contractor must employ the Six Good Faith Efforts to subcontract with DBEs, even if the prime contractor has
achieved its fair share objectives.
If a DBE subcontractor fails to complete work under the subcontract for any reason, the prime contractor must notify
the Owner in writing prior to any termination and must employ the six good faith efforts described above if using a
replacement subcontractor. Any proposed changes from an approved DBE subcontractor must be reported to the
Owner and to EPD on the Changes to Approved Subcontractors Form prior to initiation ofthe action. EPA Forms Nos.
6100-3 and 6100-4 must also be submitted to EPD for new DBE subcontracts.
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CHANGES TO SUBCONTRACTORS FORM
Loan Recipient:
SRF Loan Number:
CERTIFICATIONS:
I certify that the information submitted on and with this form is true and accurate and that this firm has met
and will continue to meet the conditions of this construction contract regarding DBE solicitation and
utilization. I further certify that criteria used in selecting subcontractors and suppliers were applied equally to
all potential participants.
Date
(Prime Contractor signature)
(Printed name and title)
I certify that I have reviewed the information submitted on and with this form and that it meets the
requirements of the Owner's State Revolving Fund loan contract.
Date
(Signature of Owner or Owner's representative)
(Printed name and title)
GENERAL INFORMATION:
(1) If an approved subcontractor is terminated or replaced, please identify this company and briefly state reason.
(2) For new or additional subcontractors, list name, trade, address, telephone number, contact person, dollar
amount of subcontract, and DBE status.
(3) Attach proof of certification by EPA, SBA, DOT (or by state, local, Tribal, or private entities whose certification
criteria match EPA's) for each subcontractor listed as a DBE, MBE, or WBE.
(4) Attach documentation of solicitation effortfoi-prospective DBE firms, such as fax confirmation sheets, copies
of solicitation letters/em ails, printouts of the online solicitations, printouts of online search results, affidavits of
publication in newspapers, etc. The prime contractor is strongly encouraged to follow up each solicitation with
at least 1 logged phone call. Whenever possible, post solicitation for bids or proposals for a minimum of 30 calendar
days before the bid or proposal closing date.
(5) Provide justification for not selecting a certified DBE subcontractor that submitted a low bid for any subcontract
area.
END OF DBE CHANGES TO SUBCONTRACTORS FORM
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SPECIAL PROVISIONS
(a) The prime contractor is required to pay its subcontractors no more than 30 days from the prime contractor's receipt of
payment from the Owner.
(b)
Sewer line and water line crossing of all roads and streets shall be done in accordance with the Georgia Department of
Transportation (D.O.T.) Policies and Procedures and must comply with the Ga. D.O.T. Standard Specifications,
Construction of Roads and Bridges, 1993 Edition.
Constructioll shall be carried out so as to prevent bypassing of wastewater flow and to prevent interruption of drinking
water treatment during construction. EPD must receive written notification prior to any reduction in the level of treatment
and must approve all temporary modifications to the treatment process prior to the activity.
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(c)
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(d)
The Manual for Erosion and Sediment Control in Georoia shall be used for erosion and sediment control on the
construction site. The owner shall obtain a land disturbing activity permit before commencing construction. Erosion and
sedimentation control measures shall be installed prior to initiation of construction activity to minimize silt and soil erosion
during construction. Disturbed areas shall be restored to original or better condition.
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(e)
Use of Chemicals: All chemicals used during project construction or furnished for project operation, whether herbicide,
pesticide, disinfectant, polymer reactant or of other classification, must show approval of either EPA or USDA. Use of all
such chemicals and disposal of residues shall be in conformance with instructions.
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(f)
It is the duty of the Contractor, the Owner and the Engineer to insure the construction of the project, including the letting
of contracts in connection therewith, shall comply with all applicable laws and regulations and requirements of the United
States of America or any agency thereof, the State of Georgia or any agency thereof, territorial, or any local government
laws or political subdivision and ordnances to the extend that such requirements do not conflict with Federal laws and this
subchapter.
EPD,EPA,andGEFAshall have access to the site and the project work at all times to monitor locincontract compliance
and for audit purposes.
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(g)
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BONDS AND INSURANCE
.
Bonding requirements for Contracts of $100,000 or less are contained in the General Conditions. Bond requirements of contracts
in excess of $100,000 are:
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1.
Bid guarantee equivalent to five percent of the bid price. The bid guarantee shall consist of a firm commitment
such as a certified check or bid bond submitted with the bid.
2. Performance bond equal to 100 percent of the contract price and;
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3.
Payment bond equal t01 00 percent of the contract price. Bonds must be obtained from companies holding.
Certificates of Authority as acceptable sureties, issued by the U.S. Treasury. .
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Insurance requirements are contained in the General Conditions. In addition to the insurance required, the owner or the
contractor, as appropriate, must acquire any flood insurance made available by the Federal Emergency Management Agency as
required by 40 CFR 30.600 (b), if construction will take place in a flood hazard area identified by the Federal Emergency
Management Agency. The Owner's requirements on Flood Insurance are contained in the Special Conditions Section of the
Contract Documents.
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SPECIAL NOTICE TO BIDDERS
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By the submission of this bid, each bidder acknowledges that he understands and agrees to be bound by the equal opportunity
requirements of EPA regulations (40 CFR Part 8, particularly Section 8.4 (b)), which shall be applicable throughout the
performance of work under any contract awarded pursuant to this solicitation. Each bidder agrees that if awarded a contract, it will
similarly bind contractually each subcontractor. In implementation of the foregoing policies, each bidder further understands and
agrees that if awarded a contract, it must engage in affirmative action directed at promoting and ensuring equal employment
opportunity in the workforce used under the contract (and that it must require contractually the same effort of all subcontractors
whose subcontracts exceed $10,000.00). The bidder understands and agrees that "affirmative action" as used herein shall
constitute a good faith effort to achieve and maintain minority employment in each trade in the on-site workforce used on the
project.
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Construction Contract Specifications (Executive Order 11246)
EEO Specifications:
1. As used in these specifications:
a.
"Covered area" means the geographical area described in the solicitation
from which this contract resulted;
b.
"Director" means Director, Office of Federal Contract Compliance Program,
United States Department of Labor, or any person to whom the Director
delegates authority;
c.
"Employer identification number" means the Federal Social Security number
used on the Employer's Quarterly Federal Tax Return, U.S. Treasury Department
Form, 941.
d.
"Minority" includes:
(i)
(ii)
Black (all persons having origins in any of the Black African racial groups not of Hispanic origin);
Hispanic (all persons of Mexican, Puerto Rican, Cuban, Central or South American or other Spanish
Culture or origin, regardless of race);
(iii)
Asian and Pacific Islander (all persons having origins in any of the original
peoples of the Far East, Southeast Asia, the Indian Subcontinent, or the Pacific Islands); and
American Indian or Alaskan Native (all persons having origins in any of the original peoples of North
America and maintaining identifiable tribal affiliations through membership and participation or
community identification).
(iv)
2.
Whenever the contractor, or any subcontractor at any tier, subcontracts a portion of the work involving any construction
trade, it shall physically include in each subcontract in excess of $1 0,000 the provisions of these specifications and the
Notice which contains the applicable goals for minority and female participation and which is set forth in the solicitations
from which this contract resulted.
3.
If the Contractor is participating (pursuant to 41 CFR 60-4.5) in a Hometown Plan approved by the U.S. Department of
Labor in the covered area either individually or through an association, its affirmative action obligations on all work in the
Plan area (including goals and timetables) shall be in accordance with that Plan for those trades which have unions
participating in the Plan. Contractors must be able to demonstrate their participation in and compliance with the
provisions of any such Hometown Plan. Each Contractor or Subcontractor participating in an approved Plan is
individually required to comply with its obligations under the EEO clause, and to make a good faith effort to achieve each
goal under the Plan in each trade in which it has employees. The overall good faith performance by other Contractors or
Subcontractors toward a goal in an approved Plan does not excuse any covered Contractor's or Subcontractor's failure to
take good faith efforts to achieve the Plan goals and timetables.
The Contractor shall implement the specific affirmative action standards provided in paragraphs 7(a) through (p) of these
specifications. The goals set forth in the solicitation from which this contract resulted are expressed as percentages of
the total hours of employment and training of minority and female utilization the Contractor should reasonably be able to
achieve in each construction trade in which it has employees in the covered area. The Contractor is expected to make
substantially uniform progress toward its goals in each craft during the period specified.
4.
5.
Neither the provisions of any collective bargaining agreement, nor the failure by a union with whom the Contractor has a
collective bargaining agreement, to refer either minorities or women shall excuse the Contractor's obligations under these
specifications. Executive Order 11246, or the regulations promulgated pursuant thereto.
6.
In order for the non-working training hours of apprentices and trainees to be counted in meeting the goals, such
apprentices and trainees must be employed by the Contractor during the training period, and the Contractor must have
made a commitment to employ the apprentices and trainees at the completion of their training, subject to the availability
of employment opportunities. Trainees must be trained pursuant to training programs approved by the U.S. Department
of Labor.
7. The Contractor shall take specific affirmative actions to ensure equal employment opportunity. The evaluation of the
Contractor's compliance with these specifications shall be based upon its effort to achieve maximum results from its
actions. The Contractor shall document these efforts fully, and shall implement affirmative action steps at least as
extensive as the following:
EPD-17
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n. Ensure that all facilities and company activities are nonsegregated except that separate or single-user toilet and
necessary changing facilities shall be provided to assure privacy between the sexes.
o. Document and maintain a record of all solicitations of offers for subcontracts from minority and female
construction contractors and suppliers, including circulation of solicitations to minority and female contractor
associations and other business associations.
p. Conduct a review, at least annually, of all supervisors' adherence to and performance under the Contractor's
EEO policies and affirmative action obligations.
8.
Contractors are encouraged to participate in voluntary associations which assist in fulfilling one or more of their
affirmative action obligations 7(a) through (p). The efforts of a contractor association, joint contractor-union, contractor-
community, or other similar group of which the contractor is a member and participant may be asserted as fulfilling any
one or more of its obligations under 7(a) through (p) of these Specifications provided that the contractor actively
participates in the group, makes every effort to assure that the group has a positive impact on the employment of
minorities and women in the industry, ensures that the concrete benefits of the program are reflected in the Contractor's
minority and female workforce participation, makes a good faith effort to meet its individual goals and timetables, and can
provide access to documentation which demonstrates the effectiveness of actions taken on behalf of the Contractor. The
obligation to comply, however, is the Contractor's and failure of such a group to fulfill an obligation shall not be a defense
for the Contractor's noncompliance.
9.
A single goal for minorities and a separate single goal for women have been established. The Contractor, however, is
required to provide equal employment opportunity and to take affirmative action. for all minority groups, both male and
female, and all women, both minority and non-minority. Consequently, the Contractor may be in violation of the
Executive Order if a particular group is employed in a substantially disparate manner (for example, even though the
Contractor has achieved its goals for women generally, the Contractor may be in violation of the Executive Order if a
specific minority group of women is underutilized).
10.
The Contractor shall not use the goals and timetables or affirmative action standards to discriminate against any person
because of race, color, religion, sex, or national origin.
11.
The Contractor shall not enter into any Subcontract with any person or finn debarred from Government contracts
pursuant to Executive Order 11246.
The Contractor sha.1l carry out such sanctions and penalties for violation of these specifications and of the Equal
Opportunity Clause, including suspension, tennination and cancellation of existing subcontracts as may be imposed or
ordered pursuant to Executive Order 11246, as amended, and its implementing regulations, by the Office of Federal
Contract Compliance Programs. Any Contractor who fails to carry out such sanctions and penalties shall be in violation
of these specifications and Executive Order 11246, as amended.
12.
13.
The Contractor, in fulfilling its obligations under these specification, shall implement specific affinnative action steps, at
least as extensive as. those standards prescribed in paragraph 7 of these specifications, so as to achieve maximum
results from its efforts to ensure equal employment opportunity. .If the Contractor fails to comply with the requirements of
the Executive Order, the implementing regulations, or these specifications, the Director shall proceed in accordance with
41 CFR 60-4.8.
14.
The Contractor shall designate a responsible official to monitor all employment related activity to ensure that the
company EEO policy is being carried out, to submit reports relating to the provisions hereof as may be required by the
Government and to keep records. Records shall at least include for each employee the name, address, telephone
numbers, construction trade, union affiliation, if any, employee identification number when assigned, social security
number, race, sex, status (e.g., mechanic, apprentice, trainee, helper, or laborer), dates of changes in status, hours
worked per week in the indicated trade, rate of pay, and locations at which the work was performed. Records shall be
maintained in an easily understandable and retrievable form; however, to the degree that existing records satisfy this
requirement, contractors shall not be required to maintain separate records.
15.
Nothing herein provided shall be construed as a limitation upon the application of other laws which establish different
standards of compliance or upon the application of requirements for the hiring of local or other area residents (e.g., those
under the Public Works Employment Act of 1977 and the Community Development Block Grant Program).
EPD-19
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recommendation of the contracting officer, to the Administrator W &H, ESA for determination. The Administrator W &H, ESA, or an
authorized representative, will issue a determination within 30 days of receipt and so advise the contracting officer or will notify the
contracting officer within the 30-day period that additional time is necessary. (Approved by the Office of Management and Budget
under OMB control number 1215-0140.)
(D) The wage rate (including fringe benefits where appropriate) determination pursuant to subparagraphs (1) (B) or (C) of this
paragraph, shall be paid to all workers performing work in the classification under this contract from the first day on which work is
performed in the classification.
(Iii) Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit
which is not expressed as an hourly rate, the contractor shall either pay the benefit as stated in the wage determination or shall
pay another bona. fide fringe benefit or an hourly cash equivalent thereof.
(iv) If the contractor does not make payments to a trustee or other third person, the contractor may consider as part of the wages
of any laborer or mechanic the amount of any costs reason anticipated in providing bona fide fringe benefits under a plan or
program, provided, that the Secretary of Labor has found, upon the written request of the contractor, that the applicable standards
of the Davis-Bacon Act have been met. The Secretary of Labor may require the contractor to set aside in a separate account
assets for meeting the obligations under the plan or program. (Approved by the Office of Management and Budgetunder OMB
control number 1225-0140.)
(2) Withholding. The EP A shall upon its own action or upon written request of an authorized representative of the Department of
Labor withhold or cause to be withheld from the contractor under this contract or any other Federal contract with the same prime
contractor, or any other Federal assisted contract subject to Davis-Bacon prevailing wage requirements, which is held by the same
prime contractor, so much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics,
including apprentices, trainees, and helpers, employed by the contractor or any subcontractor the full amount of wages required by
the contract. In the event of failure to pay any laborer or mechanic, including any apprentice, trainee, or helper, employed or
working on the site of the work, all or part of the wages required by the contract, the EP A may, after written notice to the contractor,
sponsor, applicant, or owner, take such action as may be necessary to cause the suspension of any further payment, advance, or
guarantee of funds until such violations have ceased.
(3) Payrolls and Basic Records. (I) Payrolls and basic records relating thereto shall be maintained by the contractor during the
course of the work and preserved for a period of three years thereafter for all laborers and mechanics working at the site of the
work. Such records shall coritain the name, address, and Social Security Number of each such worker, his or her correct
classification, hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash
equivalents thereof of the types described in section 1 (b) (2) (B) of the Davis-Bacon Act), daily and weekly number of hours
worked, deductions made and actual wages paid. Whenever the Secretary of Labor has found under 29 CFR 5.5 (a) (1) (iv) that
the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or
program described in section 1 (b) (2) (B) of the Davis-Bacon Act, the contractor shall maintain records which show that the
commitment to provide such benefits is enforceable, that the plan or program has been communicated in writing to the laborers or
mechanics affected, and recordS which show the cOsts anticipated or the actual cost incurred in providing such benefits.
Contractors employing apprentices or trainees under approved programs shall maintain written evidence of the registration of
apprenticeship programs and certification of trainees, and the ratios and wage rates prescribed in the applicable programs.
(Approved by the Office of Management and Budget under OMS control 1215-0140 and 1215-0017.)
(ii) (A) The contractor shall submit weekly for each week in which any contract work is performed a copy of all payrollS to the
owner. The payrolls submitted shall set out accurately and completely all of the information required to be maintained under
section 5.5 (a) (3) (I) of regulations, 29 CFR Part 5. This information may be submitted in any form desired. Optional Form 347 is
available for this purpose and may be purchased from the Superintendent of Documents (Federal Stock Number 029-005-00014"
1), U.S. Government Printing Office, Washington, DC 20402. The prime contractor is responSible for the submission of copies of
payrolls by all subcontractors. (Approved by the Office of Management and Budget under OMB control number 1215-0149.)
(B) Each payroll submitted shall be accompanied by a .Statement of Compliance," signed by the contractor or subcontractor or his
or her agent who pays or supervises the payment of the persons employed under the contract and shall certify the following:
(1) That the payroll for the payroll period contains the information required to be maintained under section 5.5 (a) (3) (I) of 29 CFR
Part 5 and that such information is correct and complete;
(2) That each laborer or mechanic (including each helper, apprentice and trainee) employed on the contract during the payroll
period has been paid the full weekly wages earned, without rebate, either directly or indirectly, and that no deductions have been
made either directly or indirectly from the full wages earned, other then permissible deductions as setforth in Regulations, 29 CFR
Part 3;
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subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for the
compliance by any subcontractor or lower tier subcontractor with all the contract clauses in 29 CFR 5.5.
(7) Contract termination: debarment. A breach of the contract clauses in 29 CFR 5.5 may be grounds for termination of the
contract, and for debarment as a contractor and a subcontractor as provided in 29 CFR 5.12.
(8) Compliance with Davis-Bacon and Related Act requirements. All rulings and interpretations of the Davis-Bacon and
Related Acts contained in 29 CFR Parts 1, 3, and 5 are herein incorporated by reference in this contract.
(9) Disputes concerning labor standards. Disputes arising out of the labor standards provisions of this contract shall be subject
to the general disputes clause of this contract. Such disputes shall be resolved in accordance with the procedures of the
Department of Labor set forth in 29 CFR Parts 5, 6, and 7. Disputes within the meaning of this clause include disputes between
the contractor (or any of its subcontractors) and the contracting agency, the U.S. Department of Labor, or the employees or their
representatives.
(10) Certification of Eligibility.
(i) By entering into this contract, the contractor certifies that neither it (nor he or she) nor any person or firm who has an interest in
the contractor's firm is a person or firm ineligible to be awarded Government contracts by virtue of section 3 (a) of the Davis-Bacon
Act or 29 CFR 5.12 (a) (1).
(ii) No part of this contract shall be subcontracted to any person or firm ineligible for award of a Government contracfby virtue of
section 3 (a) of the Davis-Bacon Act or 29 CFR 5.12 (a) (1).
(iii) The penalty for making false statements is prescribed in the U.S. Criminal Code, 18 U.S.C. 1001.
(b) Contract Work Hours and Safety Standards Act. The Administrator, EPA shall cause or require the contracting officer to
insert the following clauses set forth in paragraph (b) (1), (2), (3), and (4) of this section in full in any contract subject to the
overtime provisions of the Contract Work Hours and Safety Standards Act. These clauses shall be inserted in addition to the
clauses required by section 5.5 (a) of this title. As used in this paragraph, the terms '1aborers" and "mechanics" include watchmen
and guards.
(1) Overtime requirements. No contractor or subcontractor contracting for any part of the contract work which may require or
involve the employment of laborers or mechanics shall require or permit any such laborer or mechanic in any workweek in which
he or she is employed on such work in excess of forty hours in such workweek unless such laborer or mechanic receives
compensation at a rate not less than one and one-half times the basic rate of pay for all hours worked in excess of forty hours in
such workweek.
(2) Violation; liability for unpaid wages; liquidated damages. In the event of any violation of the clause set forth in paragraph
(b) (1) of this section the contractor and any subcontractor responsible therefore shall be liable for the unpaid wages. In addition,
such contractor and subcontractor shall be liable to the United States (in the case of work done under contract for the District of
Columbia or a territory, to such District or to such territory), for liquidated damages. Such liquidated damages shall be computed
with respect to each individual laborer or mechanic, including watchmen and guards, employed in violation of the clause set forth
in paragraph (b) (1) of this section, in the sum of $1 0 for each calendar day on which such individual was required or permitted to
work in excess of the standard workweek or forty hours without payment of the overtime wages required by the clause set forth in
paragraph (b) (1) of this section.
(3) Withholding for unpaid wages and liquidated damages. The U.S. EPA shall upon its own action or upon written request of
an authorized representative of the Department of labor withhold or cause to be withheld, from any monies payable on account of
work performed by the contractor or subcontractor under any such contract or any other Federal contract with the same prime
contractor, or any other Federally-assisted contract subject to the Contract Work Hours and Safety Standards Act, which is held by
the same prime contractor, such sums as may be determined to be necessary to satisfy any liabilities of such contractor or
subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in paragraph (b) (2) of this section.
(4) Subcontracts. The contractor or subcontractor shall insert in any subcontracts the clauses set forth in paragraph (b) (1)
through (4) of this section and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts.
The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with the clauses set
forth in paragraphs (b) (1) through (4) of this section.
In addition to the clauses contained in paragraph (b), in any contract subject only to the Contract Work Hours and Safety
Standards Act and not to any of the other statutes cited in section 5.1, the Administrator of EPA shall cause or require the
contracting officer to insert a clause requiring that the contractor or subcontractor shall maintain payrolls and basic payroll records
during the course of the work and shall preserve them for a period of three years from the completion of the contract for all
laborers and mechanics, including guards and watchmen, working on the contract. Such records shall contain the name and
address of each such employee, social security number, correct classifications, hours worked, deductions made, and actual wages
paid. Further, the Administrator of EPA shall cause or require the contracting officer to insert in any such contract a clause
providing that the records to be maintained under this paragraph shall be made available by the contractor or subcontractor for
inspection, copying, or transcription authorized by representatives of the U.S. EPA and the Department of Labor, and the
contractor or subcontractor will permit such representative to interview employees during working hours on the job. (Approved by
the Office of Management and Budget under OMB control numbers 1215-0140 and 1215-0017.)
EPD-23
(INSERT WAGE RA TE DETERMINA TION).
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Wage Rates are county specific for Heavy Construction and can be found at:
htto:/ /www.ooo.aov/davisbacon/oa.html
EPD-25
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Page 10f3
GENERAL DECISION: GA20080138 01/02/2009 GA138
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Date: January 2, 2009
General Decision Number: GA20080138 01/02/2009
State: Georgia
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Construction Type: Heavy
County: Richmond County in Georgia.
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Modification Number
o
1
Publication Date
09/26/2008
01/02/2009
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* ELEC1579-002 10/01/2008
Rates
Fringes
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ELECTRICIAN
Electrical contracts over
$2.5 million................$ 24.15
Electrical contracts under
$2.5 million............ ....$ 22.13
8.78
8.44
ENGI0474-002 07/01/2008
.
Rates
Fringes
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Operating Engineers:
Bulldozer and Forklift
(under 15 tons) ......... ....$ 20.72
Forklift (15 tons and over).$ 22.55
10.70
10.70
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* PAIN1756-002 04/01/2008
Rates
Fringes
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PAINTER: Brush, Roller and
Spray. . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 15.35
5.46
SUGA2008-050 08/06/2008
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Rates
Fringes
CARPENTER. . . . . . . . . . . . . . . . . . . . . . . . $ 13. 00
0.00
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CEMENT MASON/CONCRETE FINISHER...$ 11.99
0.00
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IRONWORKER, REINFORCING..........$ 11.50
2.04
LABORER: Common or General......$ 7.45
0.00
LABORER: Pipelayer..............$ 13.06
3.56
OPERATOR: Backhoe/Excavator. ....$ 11.68
0.00
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Page 3 of3
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have
responsibility for the Davis-Bacon survey program. If the
r1:!sponse from this
initial contact is not satisfactory, then the process described
in 2.) and
3.) should be followed.
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With regard to any other matter not yet ripe for the formal
process
described here, initial contact should be with the Branch of
Construction
Wage Determinations. Write to:
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Branch of Construction Wage Determinations
Wage and Hour Division
u.s. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
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2.) If the answer to the question in 1.) is yes, then an
interested party
(those affected by the action) can request review and
reconsideration from
the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR
Part 7).
W,ci te to:
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Wage and Hour Administrator
u.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
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The request should be accompanied by a full statement of the
interested
party's position and by any information (wage payment data,
project
dE~scription, area practice material, etc.) that the requestor
considers
relevant to the issue.
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3..) If the decision of the Administrator is not favorable, an
interested
party may appeal directly to the Administrative Review Board
(I'ormerly the
Wage Appeals Board). Write to:
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Administrative Review Board
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
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4..) All decisions by the Administrative Review Board are final.
END OF GENERAL DECISION
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http://frwebgate.access.gpo.gov/cgi-binlgetdoc.cgi?dbnarne=Davis-Bacon&docid=GA200... 5/6/2009
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S/l.P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
SECTION 01004
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GEORGIA DEPARTMENT OF NATURAL RESOURCES
ENVIRONMENTAL PROTECTION DIVISION
SUPPLEMENTARY GENERAL CONDITIONS FOR
FEDERALLY ASSISTED STATE REVOLVING LOAN FUND
AMERICAN RECOVERY AND REINVESTMENT ACT OF 2009
CONSTRUCTION CONTRACTS
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AJMERICAN RECOVERY AND REINVESTl\1ENT
ACT
SPECIAL CONDITIONS
AND INFORMATION
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GEORGIA DEPARTMENT OF NATURAL RESOURCES
ENVIRONMENTAL PROTECTION DIVISION
SPECIAL CONDITIONS AND INFORMATION FOR
CONSTRUCTION CONTRACTS FUNDED UNDER
THE AMERICAN RECOVERY AND REINVESTMENT A.CT
THROUGH THE FEDERALLY ASSISTED
STATE REVOLVING LOAN FUNDS IN THE STATE OF GEORGIA
May 27, 2009
Folltnving is the standard language that must be u,.corptJrate4 iniQ C()nstI'Uctk>n con.trlld documents and in all
solicitations for offers and bids f07 all conMrUctioll cohtracts or subcontracts to be funded by the American
RecoVt!1'Y and ReinvestmentAct through the FederalJy-assisted State Revolving Fund in the State ofGe.orgitz and
information regarding these Special Contlitions.
The requirements in these SpecUd Conditions shall not relieve the pllrtidptmts in this project 01 responsibility to
meet IUfJ' requirements of other portions of the cohStrUction contract or of other agencies, whether these other
requirements are more or less stringent. The requirements in these Special Conditions must be satisfied in ol'derfor
work to be funde4 thl'Ough the American Recovery IUId Reinvestment Act.
ARRA Special Conditions and Information
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TABLE OF CONTENTS
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'~stroetiODS & General ReqQiremeu.ts.... ...... ...... ....... ............ ...... ..... ......... ...... ......... ......... ......... 3
Contractor Acknowledgement of Buy American Reqnirem.ents........................................................ 5
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Bid Certi:6c:a..tIoll..".. .".... .... ................... ... ..... ............... ..... ......". ......" ............... .... .... ......"........ ............. iII.~" 6
Inform.ation CheeJdist for Waiver-Rectu.est to us EPA.. ... ...................................................................1
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Table 1: Foreign andDomestie Construction Materials Price Comparison Worksheet................................. 8
Definitions.. ...... ..... ........ ....... ............"...... ........... ......"".. ............... ......."....... ... ... ....... ..-...... ..." ....... ..... 9
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Im.p1ementa.tion of Buy Anlerican req,uirem.ents.......... .......... ... ... ... ... ........ .......... .... .........u,............lO
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Step-by-Step Waiver process.... ........ ,... ......... ....... ... ...... I. ...,.. ................... ........... ................ ... ......... 11
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ARRA Special Conditions and Information
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U&llO& '9lI9$8.1
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INSTRUCTIONS & GENERALREOI1IREMENTS
~ese Special Conditions are based on detailed, specific guidance provided by the United States Environmental
./1tection Agency (US EP A). Public Law 111-5, the "American Recovmy and Reinvestment Act" (ARRA). inoludes
n:quirements in addition to those normally required for the regular State Revolving Fund (SRF) programs, which are
found in the SRF Supplemental General. Conditions. The special Conditions include additional payroll reporting
requiIements and "Buy American" provisions, which require recipients of .ARRA funds to use iron. steel. and
manufitctured goods that are produced in the United States ofAm.erlca. Ins project that is only partially funded through
the ARRA. the ARRArequirements will apply to all parts of the project. Failure to comply with these rCquirem.entS will
prevent the disbursement of ARRA funds to the Owner.
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Pawoll ReBOrn:
The prime contractor must submit electronic Copies of certified weekly payrolls for the prime contlaCtor and for .all
subcontractors. These must be submitted bye-mail in apdffom1atto the Owner's representative and then fmwarded. to
the Georgia Enviromnenta1Protection Division's (GAEPD's) ConstmctionManagen1ent UDitproject engineer. These
ID.11St be submitted each month for the peri,od covered by the pritne contraCtor's cummt paynumt request, and are
required for funds to be endorsed fortbis period. The payroll records must inolude all infonnation required by the SRF
Sllpplemental General Conditions. The Owner must also m::iintain complete payroll records and make these available
for inspection and audit
Reeistratton:
The contractor shall register with theCePtral Contractor Registration database or complete other registration requirements
as determined by the Director of the Office QfManagement and Budget.
"~ees8 of Offices of Insnector General to Certain Records and gm'Plovees:
Any representative of an appropriate inspector general appointed under Section 3 or 80 of the Inspector General Act of
1978 (S U.S.C. App.) is authorized:
(1) to examine anyrecords of the contractor or any of its subcontractor.> that pertain to, and involve transactions
relating to, the construction contract or subcontract; and
(2) to interview any officer or employee of the contractor regarding such tranSaCtions.
Walle Rate Reaoirementi:
All laborers andmeehanics employed by contractors and subcontractors on thepl'Oject shall be paid wages atzates not less than
those prevailing on projects of a character similar in the locality as determined by the Secretary of Labor in accordance with
Subchapter IV of Chapter 31 of Title 40, United States Code.
Buv American Recndrements:
(1) The prime contractor is required to comply with the Buy American provisions in these special conditions. The
Owner is required to verify COD1pliance as a condition of funding through the ARRA. Failure on the part of an
apparent successful bidder to submit required information to the Owner may be considered by the Owner in
evaluating whether the bidder is responsive to bid requirements.
ARRA Special Conditions and lDformation
3
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(2) The prime contractor or apparent low bidder is required to submit signed copies of the ~
Acknowledgement of Buy American Requirements (page 5) and of the Bid Certification (page 6) to the Owners
represeatative forverl1ication. Prior to the initial disbursement of ARRA funds for this contract, the Ownerwill be
required to submit signed copies of these to GA EPD's Construction Management Unit
(3) If the prime contractorproposes to use iron,. sted, ormanufactu.red goods that are notproduced in the United States
of America, then it must submit to the Owner.
(a) Documentation required by the Information ChPdrl;q for Waivec Request to US EPA. fuund on. page 7;
(b) Table 1: Foreign and Domestic Construction Materials Price Comparison WOItsheet, tbund on page 8.
(4) Non-domestic goods maynot be incorporated intotbework until the Owner obtains a formal wai.verfrom the US EP A
to allow these goods to be used in this project. In order to apply for a project waiver, the Owner must emai1 the
request in the fonn of a Word document (.doc) to the US EPA Region 4 waiver email addtess:
region4waiverov..AJa.gov . It must fDc1ude all of the information as shown in the checklist on page 7 of these
documents. The Regional office will send a copy to the State contact.
(5) If a waiver is necessary, US EPA stmngly IeCQmmends initiating the request before const:ruction has initiated.
Consistent with the direction of1hefederal Ofti.ce ofManagemt:nt and Budget Guidance, US EP A will expectxequests
mbmitted afterthe signing of the constroction contract to include an expJanatiOll ofwhytherequestW8S submit:tcd at that
late date.
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(6) Definitions and detailed explanation of Buy Anierican provisions and the waiver process are included in these
Special Conditions, starting on page 9.
ARRA Special Conditions and Inf01".D1stion
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ContraFtm' AcImOWl~enf OI_JSDY ADlenean .LUmlURlW-=IlUl!
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The Con1IaCtor acla10wlcdges to and for the benefit of the OWner, the State of Georgia, and the United States Enviromnental
Protection Agency that it understands that the goods and services under this Agreement ate being funded with monies made
- -jilable by the federal American RecoveJ'Yand Reinvesttnent Act of2009 (ARRA) or are being made available for a project
LIding funded with monies made available by the federal ARRA and that such Jaw cont$ns provisioDs commcm1y known as "Buy
American;" that reqoim; aU of the iron. steel, and ~ goods used in the project be produced in the United States ("Buy
American RequiRments") hduding iron, steel, and manufactured goods provided by the Conttactotpursuant to the
constmctioo. contmct The Contractor bm:by .lep!esents and wattants to and fortb.e benefit of the Owner, the State, and the
United Stares that:
(a) the Con1mctor has reviewed and underst8nds the Buy American RequirementB:
(b) aU oftbe iron, steel, and m8"11-fR1JtuIed goods used in the project will be and/or have been produced in the United States in
a tn.aDDer'that <<DDplics with the Buy AmP.l'i~ R.equiremeots, unless a waiver of the requirements is approved; and
(c) the Contractor will provide any ti.uther verified information, certification or assurance of compliance with this
paragraph, or infonnation necessary to support a waiver of the Buy American Requirements, as may be requested by the
Owner, the State. or the United States Environmen1Dl Protection Agency.
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Notwitbstanding any other provision oftbis Agreement, any failure to oomplywith tbis paragmph by the Contractor shall pennit
the Owner or the State to xeoover as damages against the Contractor any loss, expense or cost (including without limitAtion
attomey's fees) incurred by the Owner or the State resulting from any such failute (including withaut 1imitati.on. any impairment
or loss offimding. whether in whole or in part, fi:om the State or any damages owed to the State bytbe Ownec). While the
Contractor has no direct contractual privity with. the State, as a lender to the Owner for the :funding of its project; the Owner and
the Contractor agree that the State is a 1biJ:d-party beneficiary and neither this pcuagraph (nor any other provision of the
constru.ction contract necessary to give this plmlgIClPh force or effect) shall be amended or waived without the prior written
- ~t of the State.
PRINTED NAME & TITLE OF AUTHORIZED REPRESENTATIVE OF CONTRACTOR OR SUBCONTRACTOR
SIGNATURE OF AUTHORIZED REPRESENTATIVE DATE
ARM Special Conditions and Information
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JUL-07-2009 11:20
Bid Certification
7063124602 P.17/26
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1. Identification of American-made Iron, Steel, and Manu:fact\Ired Goods: Consiste.ntwith thet.emJS of the Ownefs
bid solicitation and the provisions of ARRA Section 1605, the Bidder certifies that this bid:reflects the BiddeI's
best. good faith effort to identify domestic sources of~ steel, and manuta.ctured goods for every component
contained in the bid solicitation where such American-ma.de components are available on the schedule and
consistent with the deAdlines prescribed in or required by the bid solicitation.
2. Verlfication ofU.S. Production.: The Bidder certifies that all components containedin the bid solicitation that are
American-made have been so identified. and jfthis bid is accepted, the Bidder agrees that it will provide
reasonable, sufficient, and time1;y verification to the Owner of the U.S. production of each (lOID.pOnent so
identified.
3. DocumentatiOl1Regan:1ingNon.-Amerlcan-madelroD, Steel. orManu1acturedGoods: TheBiddercertifiestbat
for any component or components that ace not .American-made and are so identified in this bid, the Bidder bas
included in or attached to this bid one or both oftbe following, as applicable:
a. Identification of and citation to a categorical waiver published by the U.S. Environmental Protection
Agency in the FederalRegisterthat is applicable to such C011JPOD.el1t or components, and an analysis that
supports its applicability to the component or components;
b. Verifiable documentation sufficient to the Owner, as required. in the bid solicitation or otberwise, that the
Bidder has sought to secute American-made components but has detennined that such components are
not available on the schedule and CODSistent with tb.e deadlines prescribed in the bid solicitation, with
assrmmce adequate for the Bidder under the applicable conditions stated in the bid solicitation or
otherwise.
4. Information and Detailed Justifi.c:ationRegarding Non- American-made Iron. Stee~ or ~s:m11-A.c:tured Goods: The
Bidder certifies that for any such component or oomponeJl.f$ that are not so available, the Bidder has alsoprovided
in or attached to this bid information, including but not limited to the verifiable documentation aud a full
description of the bidder's efforts to secure any su.chAm.erican-made component orcornponents, that the Bidder
believes are sufficient to provide and as far as possible constitute the detailed justification required for a waiver
under section 1605 with respect to such component or COIllponents. The Bidder further agrees that, if this bid is
accepted, it will assistthe Owner in amending, supplementing. or further suppOrting such infoIma1ion as required
by the Ownerto:request and. as applicable. implement the terms ofa waiver with respect to any such component
or components.
PRINTED NAME & TITLE OF AUTHORIZED REPRESENTATIVE OF BIDDER OR CONTRACfOR
SIGNATURE OF AUTHORIZED REPRESENTATIVE
DATE
ARRA Special Conditions and Information
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Jnformation Checldist for Waiver Recmest to EPA ; ..."
The pwpose of this checklist is to ensure that all ~e and necessary infonnation is submitted to US EP A. Please
:review this checklist carefully and provide aIl~ infonnation. This Checldist is for iD;fmmatiomll purposes only and
... ..18 not need to be included as part of a waiver application. This may be helpful to include. however, as US EP A will
~ /i.ew based 011 a similar checklist.
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general
. Waiver request includes the following mfonnmon:
~ Description of the foreign and doInestic construCti.o.n materials
- UnitofJ}1eaSU1'e
Quantity
Price
- TUne of deliwry or availability
_ Location of the constro.ction project
- Name and address of the proposed supplier
_ A detailed justification for the use of foreign construction materials
_ Waiver request is submitted according to the insttuclions in this contract
~ Assistance recipient made a good f8itb." effort to solicit bids for domestic construction matcri~!;/manufac1med
goods, as demonstrated by language in requests for pmposals, contmcts, and communications with the priIne
contractor
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. Waiver request inclu.des the following info.r.IMtion:
_ Price Comparison Worksheet shown in Table 1
_ Relevant excerpts from the bid documents used by the contractors to complete the Price Comparison
Worksheet
_ Supporting documentation indicating that the contractor made a reasonable survey of the market. such as a
scription of the process for identifying suppliers and a list of contacted suppliers
_ Does the Tot3l Domestic Project Cost indicated in column (d) oftbe Price Comparison Worksheet exceed the
Total Foreign Project Cost indicated in column (e) by mOre than 25% of the value in column (e)?
A'D"51bilttv
. Waiver request includes the following supporting documentation necessary to demonstrate the availability,
quantity, and/or quality of the :materials for which the waiver is requested:
_ Supplier information or pricing information from a reaoonable number of domestic suppliers indicating
availability/delivery date for constructi.on JD81;erials .
_ Documentation of the assistance recipient's efforts to find available domestio sources, such as a description of the
process for identifying suppliers and a list of contacted suppliers.
- Project schedule
_ By item. list schedule date and domestic delivery quote date or other relevant infounation. Based on:materials
delivery/availability date indicated in supporting documentation, will the materials be unavailable when they are needed
according to the project schedule?
_ Relevant excexpts from project plans. specifications, and permits indicating the required quantity and quality
of construction materials
_ Waiver request includes a written statement from the prime contraCtor confirming the non..a.vai1ability of the
domestic construction materials for which the waiver is sought
_ .If available, information about other waiver-requests for the materials descnbed in this waiver request for compatable
projects
ARRA Special Conditions and Information
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. aadDomestic: Cons1nlction Materials Prlee Comparison Worksheet - ;:.,
lDstnlcU.ons: To be completed :y the prime contractor. In column a), enter an troUt steel, and manufac:tured goods
-~uired to build the project a designed. In coIulDn b) enter the co. estimate for each component Bll supplied by
jnestiC sources. In colmnn enter the cost estimate for each component for wbich ",men are requested, as
su lied tor soarees.
JUL-07-2009 11:21
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(a) Material
Unit of Measure Quantity
(b) Price - Domestic
Material (include all
deJiverycoststothe
construction site
(0) Price - Foreign
M.aterial (including all
delivery costs to the
constr:UCti011 site
(d) TotalDomestic
Project Cost:
(e) Total Foreign
Project Cost:
s
s
ARRA Special Conditions and Information
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The following terms are critical tQ the interpIetation and implementation oftb.e Buy American provisions of the ARRA and apply
to the process described in these documents:
o~: An alloy that includes at least 50 peteeIlt iron, between ,02 aDd 2 penxmt carbon. and. mayinclu.de other elements.
Production in. the United States o(the iron or steel used in the project teqUires that alllll8tl1lfa,etur processes must take place
in the United States. except meUUlurgical processes involving refinement of steel additives. These requirea1e:Dts do not spplyto
iron or steel used as components or subcomponents of ID8Illl&ctured goods used in the project (This and the following
de11niti.on were drawn ti:oD1 the OMS Guidance of April 3, 2009, at 176.70(a)(2)(i1) and 176.14O{a).)
Man'llfactured Good: '"Mam1factmed good" .means a good brought to the construction site for incoIpo1ati.on into the building
or work: that bas becn-
(1) P.rocessed into a specific ~ and shape; or
(2) Combined with other raw material to create a material that has ditfeDmt properties than the properties of the individual raw
ml:Jl"erial~
There is no requirement with regard to the origin of components or subcomponentS in manufactured goods. as long as the
~ of the goods QCCI1I$ in the United States.
Reasonably AvaDable QuantltJ: The quantity ofixon. steel, or the Ielevmrt~ good is available or will be available
at the time needed and place needed, and in the proper fOrm. or specification as specified in the project plaos and design.
Satisfactory Ql1aJity: The quality of iron, steel. or the relevant manufactm:ed good as specified in the project plans and designs.
"jsistance Recipient: The OWner - a bonuwer or recipient that receives funding from a State CWSRF or DWSRF program.
ARRA Special Conditions and Information
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.; = .
PL. 111-5. the "A.n:1er:i.can Recovery and Reinvestmen.t Act of2009" (AnA), provides significant levels offunding for
States to finance high priority fufrastructure projects needed to ensure clean water and safe drinking water, The Act also
;"~~udes "Buy An1erican" provisions in section 1605 that require Clean Water State Revolving Loan Fund (CWSRF) and
_lnking Water State Revolvin.g Loan Fund (DWSRF) assistance recipients of these ARRA funds to use domestic iron,
steel and manufactured goods that are produced in the United States.
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US EP A's foremost expectatioJil. is that assistance recipients will use American iron, steel and manufactured goods
throughout their ARRA-:fi.w.ded projects. Section 1605 also, however. sets forth certain circumstances under which a
federal agency may detem1ine to waive Buy American requireo1ents. In additio~ Section 1605 requires the Buy
American requirements to be applied consistent with U.S. obligations under inter.r1ational agreeD1ents. With.xegmd to these
international agreements, however, based on discussions with OMB officials and OMB's "Updated 1mp1eTnP-nHltion Quidan.ce,"
this provision only applies to direct p1.'OCllteIXlt2 by the entities listed in the appendix of OMB's Iitterim Final ~ or the
Federal govemment, and 00es not apply to procurement initiated by local entities (SRF i!lSWsmce IeCipients) in GeoJ:gia.
US EP A's intention in developing the app.roaoh descnbed here is to effectively and effi.cienilyimplemeD1 this twl range of ARRA
~ A waiver may be provided if US EPA dett"Jm'lmes tbat:
(1) Applying these requiren1ents would be inconsistent with the public interest;
(2) lron. steel, and the relevant manufact1.u'ed goods are not produced in the United States in sufficient and :reasonably
available quantities and of a satisfactory quality; or
(3) Inclusion ofiron, steel. and ~ goods produced in the United States will increase the cost of the overall
project by mOle than 25 pereent.
)his requirement has been included as a grant condition in an US EP A capita1iza1ion grants, and will be a condition in all loan
and grant agreements provided by States to local recipients. On April 23, 2009, the Office ofM'anagement and Budget (OMB)
issued Jmerim Final Guidance for sevem1 aspects of ARRA, iDcluding the Buy Am.eri.cau Requin:ment under Section 1605. 1he
full text oftbis Guidance is at !\tql:l/edocketaccess.~.l!ovl2009/pdflE9-9013.pdt: Definitions herein have inCOlpOI3led the
relevant text :from the OMB Gilldance, and theteml and condition specified in the OMB Guidance at 176.140 (page 18454)
will be incorporated as an award teml of ARRA grants from US EP A
In OJ:der to implement the Buy AnJmcan provisions of the ARR.A, US EP A bas developed an approach to allow for effective
and efficient implementation to allow projects to proceed in a timely manner. The framewoik: described below will allow
assistance recipients to apply for waivers directly to US EP A Pun;ua:nt to the ARRA, US EP A has the respons1Dility to make
:findings and determinations 8$ to the issuance of waivers to the Buy A1nerican provisions.
ARRA Special Condltlolls and Information
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Step-Bv..steD Waive!' froc:esS
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Application by AssistaDce Redpimt
F~h local enti1ythat receives Al.tRA water infrasl;ructlu' financial assistance is required by section 1605 of the ARRA to use
.nerican made iron. steel. and manufactured goods in the constIuCtion of its project. However. if it is one of the entities
Iisted in the appendbc to Appencllix 9 of the OMB Updated Implementing Guidance (none ofwbich are in Georgia). it nmst
allow for the use of iron, steel, Qr manufactured goods from a countty covered by a relevant itItemational agreemmt. If that is
DOt. possible. or if the recipieDt falls under one of the categories below. the xecipimt mayyequest a waiver. Until a waiver is
granted by US EP A, the Buy American requirements stand, except as noted above with. respect to ccmrtries covered by
interrlAiinnal ~ts.
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The waiverpIOCeSS begins with the SRF assistance recipient In order to fu16.11 the requircmcnts of the ARRA. tbfi assi~ce
recipient must in good faith design the project (where app1icable) and solicit bids fur oonstmction with AD1erican made ~
steel. and manufactured goods. It is essential that the assistmcerecipient include t.he ARRA's Buy AIJ1erican termS in any request
for proposals or solicitations forbids, and in all contracts (seepage 5 for sample contract language). The assistance recipient
may seek a waiver at any point before. during. or after the bid process if one or a combination oftbree cao.diti.ons is met:
(1) Iron, steel, and manufactured goods are not produced in the United S1ates in sufficient and reasonably available quantities
and of a satisfuctory quality;
(2) Inclusion of iron. steel, and manu:factu.ted goods produced in the United States wiD increase the cost of the overall
project by more tban 25 percent; or
(3) Applying the Buy Ameri~ requirements of.ARRA would be inconSistent with the public interest.
US EP A believes that most waivers will likely come forward at two points in a project: first, based on the design where the
assistance :recipient identifies key materials (iron and steel) or equipment (manufactuzed goods) that are not produced.in
sufficient quantities domestically, or. second, after evaluation by prospective bidders and their consultation with suppliers
'.etennines that iron, stee4 or ~cb1red goods as required by the design are not produced in sufficie.nt quantities
domestically. An assistance recipieot could poteD.tiallyrequest waivers at either or both points in the project. It is also
possible to request a waiver after bids are opened or after construction. has initiated. US EP A strongly recommends, if a
waiver is necessary, initiating the request before construction has iT1iti~ted
Consisteoi with the direction of the OMB Guidance at ~ 176.120. US EP A will expect that requests submitted a:fter the signing of
the consttuction. contract win include an explanation of why the request was subnlitted at that late date. Late submisskms that ate
based on the grounds of tack ot1reasonably foreseeable circumstmces that led to the request, where snffic::iently documented, will
be considered as if timely ~ed. Late requests that are based on grounds that the asSistance recipient would be reasonably
expected to foresee will, before! consideration of the underlying waiver request, be subject to a balancing. This balancing will
consider whether the public interest in expeditious construction under ARRA does or does not outweigh the need for full, timely,
and good firitb. cotnpllimce with the Buy American provision. according to the grounds set forth in ARRA and in applicable
federal guidance and infoonatiQn.
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Proper and sufficient documen1iation DJUSt be provided by the assistance.recipient.. A ch.eQkJjst detai.1ing the !}pes of info:rmation
:required for a waiver to be processed is included on page 7.
Additionally. it is strongly enCCluraged that assistance Ieci;pients hold pxe-bid confuJ:ences with potentl81 bidders. A pre-bid
conference can help to identi'fY'iron, steel, and manufactured goods needed to complete the project as described in the plans
and specifications that may not be available:from domestic sources and the need to seek a waiver: prior to bid, and can help
wOtm the recipient on. complil,ttlce options. In order to apply for a project waiver. the assistance recipient should email the
request in the form of a Word document (.doc) to the Region. 4 waiver email address:region4waiver@e.pa..gov .Please include
all of the info:nnati.on as shown in the checldist on page 7. The Regional office will send a copy to the State contact.
ARRA Special Conditions and Information
11
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ARC PURCHAS ING
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EvaJnatiOD by US EPA Regional Ofiices ' ."
After receiving an application f~ waiver of the Buy American provisions. 1he Regional of1ice will use the checklist on page 7 to
....q~P.rmlne whether the application properly and adequately documeots and justifies the statuto1'y basis cited for the waiver - that it
:quantitatively and qualitatively sufficient - and to detennine whether or not to grant the waiver. The checkJist provides
mfurmation to the Region with JJegatd to a waiver on the basis ofunavailability of a product or material. or of substantial cost
increases.
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Iu the event that the Regional office in consultation with the Office of Regional Counsel (ORC) finds that adequate
documentation and justitication!has been submitted, the Regional A.dministrat.or may grant a waiver to the assistance
recipient. In any event, the Regibn should notify the assistance recipient that a waiver request has been approved or denied no
later than 2 weeks from the date ofreceipt of a complete waiver request. Qnmting such a waiver is a 5-step process:
(1) Evaluation - After receiving an application for waiver of the Buy American provisions, the Regional offi.c::e must use a
checldist shui1ar to that fou.nd on page 7 to detem1ine whether the application. properly and adequately documents and
justifies the statuto1'y basis cited for the waiver - that it is quantitatively and qualitatively sufficient - and to detemrlne
whether or not to grant the waiver.
(2) Coordination - No later tfu!n 3 days prior to the submission of a notification of a proposed waiver approval to the
Assistant Administiator f~ the Office of Administmtion. and lli:sourceS Management (OARM) for C()D.CIl.I'Iel1 the
Region must notify the CroSs-Agency Coordination Working Group described below that a waiver review is complete,
along with a copy of the proposed notificati.on.
(3) Concurrence - Prior to apptoving a project waiver, the Regional.A.d:ministnrtor must obtain the con.cummce of the
Assistant Administrator for OARM, as required by the Adminis1mtor's March 31, 2009 delegation of approval au1h.orlty for
exceptions (waivers) to the 1;equirements of ARRA section. 1605(a).
(4) Sigoa1nre of waiver approval by the Regional Administrator - As soon as the waiver is signed and dated, the Region must
notify the State and assistance recipient. This should take place no later than 2 weeks after the receipt of a complete waiver
.. request from an assistance recipient.
(5) Publication by Regional o$ce of notification of issuance of waiver in the Fedeml Register.
When notitication of the issuanCe of a waiver is published in the Federal Registert the Regional office should send appropriate
information to Headquarters for a link to the Federal Register notice to be posted on EP A's Recovery.gov website.
Cross-Agency Coordination Working Group
US EP A will establish a national coordination working group composed of representatives :from its Offices in the two SRF
programs, and from the Regions. This group will have two principal functions:
(1) To provide ovexsight of the national waiver process through consultation, quality control, and direction. as necessmy to
clarify and resolve policy issues raised on waive.r requests.
(2) To identify the potential for appropriate national or (U.S. geographical) regio~ categorical waivers to be issued based
on similar circumstances identified in the detailed justifications for a waiver or waivers. Suoh categorical waiv~ may be
based on one or a combination of the grounds for a waiver specified in ARRA section 1605(b), as may be appropriate to
the detailedjustifica1ions available or developed.
.ARRA.. Special Conditions and Information
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ARC PURCHASING
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SpeclaJ Orcumstances
Under certain special ciramlstances, US EP A may grant a waiver of the Buy American provisions under the authority to waive
\~ provisions if application ofsuch provbions would be inconsistent with the public interest A detennination 1x> gr.aut a
.,aver of the Buy American provisiODS based solely on in.consistency with the public interest (as a\1thorized under .ARRA
sectiOtl160S(b)(l)) must be made with US EP A Office ofWat.er consultation due to the possible national implications of such a
waiver, except in anyparti.cular categories of "public interest" cases forwbich US EPAhas defined in mllti.,nal iDfomm1ion.
policy, or guidan(:e the applicable oonditioos and the specific clements of the individual justification that must be provided. For
the Regional office to consider these types of waiver requests, it must find that the conditinns defined in the national
in:limnati.on, policy, or guidauce, and that the e1eme.o.ts, in scope and detail. of the information provided 1x> justiiY the request, are
both present as required. If these are both present, the Regional office can then determine whetberthe justification offered is
sufficieut, widtin. the terms set forth in the applicable info.t:matiou, policy, or guidance, to grant the waiver. This application will
be sent to the satne email address as mentioned above, however the requester should indicate in the subject line that the
request is for a public interest waiver.
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Natioual Waiven
US EP A reserves the right to issue natinual waivers that may apply to partirn1lar classes of A~dmtee recip;P.nt~ particular
classes of projects, or particular categories of iron, steel. or manu:fuctured goods. As stated in the discussion of the "Cross..
Agency Coordination Worldng GroIJp." above; US EP A tD.llY develop national or (U.S. geographic) regional categorical waivers
through the identification bytbat Worldng Group of similar ciJ:cuu1stBnces in the deI3i1ed justifications presented to one or more
Regions in a waiver request or requests. US EPAmayissue a national waiver based on poJicydecisions regarding the public's
interest or a detennination that a particular item is not produced domestically in reasonably available quantities or of a sufficient
quality. In such cases, US EP A may det:ennine it is necessary to issue a national waiver. All national waivcn will be issued by
11S EP A Headquarters.
. Split Funding
Based on their intended use plans many States intend to fund projects with "split" funding, fi:omARRA and the base SRF
program. Based on the ARRA language in section 1605, which requires that American iro~ steel, and manufactured goods be
used in any project receiving ARRA:fuoding, US EPA has conoluded that anyproject 1hat is fimded in whole or in part with
ARRA funds, must comply with the Buy American provisions. A ''project'' consists of all construction necessary to complete
the building or work regardless of the nUIIlber of contracts or assistance agreements involved so long as all contIacts and
assistance agreements awarded are closely related in purpose, time and place. This precludes the intentional splittiDg of ARRA
projects into separate and smaller con:IIaCtS or assistance agreements to avoid BUy Am.ericatl coverage on some portion of a
larger project, particulady where the activities are integrally and proximately related to the whole. However, there are many
situations in which major construction activities are clearlyundertaken:in segregable phases that are distinct in purpose, time, or
place, in which case, separate contracts or assistance agreement for ARRA and base funding would carry sepm:ate requirements,
ARRA Special Conditions and Information
13
US2.I08 ~1
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S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
SECTION 01010 - SUMMARY OF WORK
PART 1 - GENERAL
1.01 SECTION INCLUDES:
A. Location of Work
B. Scope of Work
C. Protection of Owner, agents of the Owner, workmen, and the public
D. Project Utility Sources
1.02 PROJECT LOCATION:
From Dan Bowles Road along. Doug Barnard Parkway (Spur 56) to the Messerly
Wastewater Treatment Plant.
1.03 SCOPE OF WORK:
A. Major Components of New Construction:
1. Sanitary Sewer Gravity Main - approx. 9,000 LF of 84-inch and 5,600 LF of
72-inch gravity sanitary
2. Connection to Existing Wastewater Treatment Plant Pipe Stub
3. Connection to Existing Phase I Pipe Stub
4. Jack and Bore Under Rocky Creek and Bobby Jones Expressway (1-520)
. B. Ancillary construction:
1. Grading, Drainage and Landscaping
2. Erosion Control and Hardscape
3. Underground utility relocation and coordination
1.04. PROTECTION OF THE OWNER, AGENTS OF THE OWNER, WORKMEN AND
THE PUBLIC:
A. The Contractor and the Superintendent are requested to carefully read the
Articles of the General Conditions relating to protection of the Owner, .. agents of
the Owner, workmen, and the public, such as Insurance, Indemnity, Licenses,
Permits, Compliance with Laws, Ordinances and Regulations, Safety Warning.
Signs and Barricades, Public Conveniences, Sanitary Provisions, etc. This
request is made to stress the importance of safe prosecution of the work, and
does not imply that the Contractor and his Superintendentshouldmotbe
completely familiar with all Articles of the General Conditions and all other
provisions of the Contract Documents. Under the terms and Conditions of the
Contract, the Engineer shall not be required to act as Safety Engineer or Safety
Supervisor since such responsibility remains solely with the Contractor, who, in
the prosecution of his work, is bound by the requirements of "Safety and Health
Regulations for Construction Occupational Safety and Health Administration,
SUMMARY OF WORK
01010-1
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S&P Project No. G124-06..Q2
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
SECTION 01200 - MEASUREMENT AND PAYMENT
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PART 1 - GENERAL
1.01 SUMMARY:
This section contains procedures for measuring work performed by the contractor and
subsequent payment of that work. It also contains descriptions related to
measurement and payment.
1.02 SECTION INCLUDES:
A. Descriptions
B. Lump Sum Payment Items
C. Unit Price Paymerit Items
D. Cash Allowances
1.03 DESCRIPTIONS:
A. The Bid lists each item of the Project for which payment will be made. No payment
will be made for any items other than those listed in the Bid.
B. Required items of work and incidentals necessary for the satisfactory completion of
the work which are not specifically listed in the Bid, and which are not specified in
this Section to be measured or to be included in one of the items listed in the Bid,
shall be considered as incidental to the. work. All costs thereof, including
Contractor's overhead costs and profit, shall be considered as included in the lump
sum or unit prices bid for the various Bid items. The Contractor shall prepare the
Bid accordingly.
C. Work includes furnishing all plant, labor, equipment, tools and materials, which are
not furnished by the Owner and performing all operations required to complete the
work satisfactorily, in place, as specified and as indicated on the Drawings.
D. Measurement of an item of work will be by the unit indicated in the Bid.
E. Final payment quantities shall be determined from the record drawings. The
precision of final payment quantities shall match the precision shown for that item
in the Bid.
Payment will include all necessary and incidental related work not specified to be
included in any other item of work listed in the Bid.
MEASUREMENT AND PAYMENT
01200-1
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S&P Project No. G124-0S-QZ
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
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including mobilization, demobilization, inspection, video tape copies, and field
reports. No additional payment shall be made for these items.
ITEM S~17 - Jack and bore line items shall be measured in linear feet and shall
include costs for temporary pits, temporary shoring and bracing, casing piping,
carrier piping, installation, blasting, asphalt cutting, restrained joints and gaskets,
end seals, and normal backfill. No additional payment shall be made for these
items.
itP5> i$ I ..-
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ITEM S-18 ~ Select backfill shall be measured in cubic yards for both Types I and II
and shall include costs for the backfill and installation as well as alltransportation
and stockpiling charges. The volume of material included shall.. bef the actual
measured "in-place" volume. The standard trench width used to calculate the
volume will be 10 feet. No additional paYl11ent shall be made for these items.
ITEM S~30 - Sanitary sewer connections shall be measured individually (each) and
shall include costs for 6-inch PVC piping, precast concrete valve ring with rebar,
PVC twist-off plug, mainline tee, fitting, cleanout, excavation, dewatering,
asphalt/concrete cutting (including service markings), installation, normal backfill,
aggregate base and asphalt pavement repair, and property restoration. No
additional payment shall be made for these items. .
ITEM S-31 8 - Bulkhead existing sewers shall be measured individually (each) and
shall include costs for bulkheading of existing pipelines, excavation, dewatering,
asphalt/concrete cutting, and normal backfill. No additional payment shall be made
for these items.
ITEM S-33 - Sanitary sewer manhole tie-ins shall be measured individually (each)
and shall include costs for cutting/coring of existing manholes, collars,rubber boots,
any required gaskets, excavation, dewatering, soil stabilization, asphalt cutting, and
normal backfill. No additional payment shall be made for these items.
.')'
ITEMS S-58A throuQh S~58H - All tee based manholes shall be measured
individually (each) and shall include costs for structures and instClllation, trench
excavation, trench box, dewatering, asphalt cutting, normal joints and gaskets,
normal backfill, manhole steps, ring and cover, infiltration and exfiltration testing,
manhole testing, and CCTV camera inspection as required. Camera inspection
shall include all costs for closed circuit camera inspection of the sanitary sewer
system, including mobilization, demobilization, inspection, videotape copies, and
field reports. No additional payment shall be made for these .items.
ITEM S-598 - Fiberglass manhole risers shall be measured in vertical feet and
shall include costs for excavation, dewatering, backfill as specified by type, steps,
and ring & cover. No additional payment shall be made for these items.
ITEMS S-608 - Stubouts on tee base manholes shall be measured individually
(each) and shall include cost for fabrication by FRPM tee base manhole
manufacturer, excavation, dewatering, and backfill as required to install the tee-
base manhole with stubout. No additional payment shall be made for these items.
MEASUREMENT AND PAYMENT
o 1200~3
I
S&P Project No. G124-06-Q2
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
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ITEMS W-23 - Remove and relocate offset water main items shall be measured
individually (each) and shall include costs for removing and disposal of AC water
main, new DIP piping, fittings and installation, trench excavation, trench box,
dewatering, asphalt cutting, normal joints and gaskets, AC special joint
connections, normal backfill, pressure and leakage testing, pipe sterilization,
bacteriological testing, and flushing. No additional payment shall be made for these
items.
C. PAVEMENT STRUCTURES:
ITEM P-1 - Asphalt overlay shall be measured in square yards and shall include
costs for asphalt materials and installation, temporary striping and permanent
striping (replaced in kind), and markers (both temporary and permanent). No
additional payment shall be made for these items.
ITEM P-2 - Aggregate base (10 W' thick) and asphalt patch (4" thick) shall be
measured in square yards and shall include costs for all aggregates (regardless of
type), 4" graded aggregate base removal and disposal, bituminous tack coat,
asphalt, installation, excavation, striping (both temporary and permanent), and
markers (both temporary and permanent). The square yardage calculation shall be
based upon a standard width of seven (7) feet for payment purposes. No additional
payment shall be made for these items.
ITEM P-7 - Asphalt driveway replacement shall be measuredifl,~g!Jare yards and
shall include costs for removal of existing driveway, saw. cutting,...8sphalt,
installation, and site preparation, including necessary subgrade preparation, base
removal, and base installation. Existing asphalt shall be removed to the nearest
joint as directed by the project representative. No additional payment shall be
made for these items.
ITEM P-11 - Dirt driveway replacement shall be measured in square yards and
shall include costs.. for removal of existing driveway, installation, and site
preparation, including necessary subgrade preparation, base removal, and base
installation. No additional payment shall be made for these items.
MISCELLANEOUS:
ITEM M-1 - Flowable fill shall be measured in cubic yards and shall include costs
for all materials, lab~r, equipment, and excess materials. No additional payment
shall be made for these items.
ITEM M-2 - Rock excavation shall be measured in cubic yards and shall include
costs for blasting, labor, equipment, and material removal and disposal. No
additional payment shall be made for these items.
ITEM M-3 - Foundation backfill shall be measured in cubic yards and shall include
costs for the backfill and installation as well as all transportation and stockpiling
charges. Quantities shall be verified by trench volume calculation. No additional
payment shall be made for these items.
MEASUREMENT AND PAYMENT
01200...5
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S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
2. Submit results of services provided which verify required results.
PART 2 - PRODUCTS - (NOT USED)
PART 3 - EXECUTION - (NOT USED)
END OF SECTION 01200
Section 01200 - Measurement and Payment: ~#.l
Item No. 12 - In Section 01200. Paragraph1.05.D, Lump Sum Construction. Add the following
paragraph to the end of Paragraph 1.05.0.
"Payment of the pay item wilJ be measured per month and wRI be prorated based upon the length
of Contract Duration. For example: If the Contract Is for a 365 calendar day period, then the pay
item will be 1/12th of the lump sum amount per month, regardless of actual costs incurred by
Contractor."
Item No. 13 - In Section 01200, Paragraph1.05.A, SANITARY SEWER. Add the following
paragraph immediatefy after ITEM S-33. IWD #-1
ITEM S-37 ~ GranUlar flff for FRPM pipe installation shall be measurecf in cubic yards and shall
consist of the 2-feet depth of initial backfill indicated on the standard bedding detaJl. The pay item
includes cost for the backfill and installation as well as all transportation and stockpiling charges.
The volume of material included shall be the actual measured "In-place" volume. The standard
trench width used to calculate the volume will be 10 feet. No additional payment shall be made
for these Items.
MEASUREMENT AND PAYMENT
01200-7
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S&P Project No. G124-0S-Q2
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
SECTION 01710 - CONTRACT CLOSEOUT
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PART 1 - GENERAL
1.01 DESCRIPTION:
A. Contract closeout is the process that recognizes Substantial Completion, the
transition of plant operations to the Owner, and Final Completion. Asthe
Work nears Substantial Completion, sequences of activities and their
responsibilities need to be identified, planned, scheduled, and effectively
implemented to facilitate a smooth completion. of the overall project.
B. This section defines the process by which the transition from construction to
plant operations will be effected. Terms, roles, responsibilities, and actions
will be identified herein.
1.02 SECTION INCLUDES:
A. Releases From Agreements
B. Substantial.Completion
C. Punch List
D. Final Acceptance and Ready for Final Payment
1.03
A. Furnish Owner written releases from any and all subcontractors or suppliers,
or the like, who performed Work or supplied labor, materials, and/or services
pursuant. .
B. In the event Contractor is unable to secure written releases, inform the
Owner of the reasons:
. .
1. Owner oritsrepresentatives will examine the site and/or Work, and
Owrierwill direct Contractor to complete Work that may be necessary
to satisfy terms of the agreement.
. - - , .
2. Should Contractorretusetd perf6nnthisWork, Owner reserves the
right to have it done by separate contract and deduct the cost of same
from the Contract Price,or require the Contractor to furnish a
satisfactory Bond in a sum to cover legal claims for damages.
. , " .
WhemOwner is satisfied that Work has been completed in agreement
with the Contract Documents arid terms of easements, the right is
CONTRACT CLOSEOUT
01710-1
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S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
immediately upon Substantial Completion. The overall Contract duration is
based upon a 60-day period following the contractual date for Substantial
Completion to establish the contractual date for Final Completion. Late
delivery of Substantial Completion shall not revise the Final Acceptance date.
Assessment of liquidated damages for late Substantial Completion shall not
relieve assessment of liquidated damages for Final Acceptance should Final
Acceptance be established beyond the contractual completion date.
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1.06 FINAL ACCEPTANCE:
A. Final Acceptance is as addressed in Articles 14.13 and 14.14 of the General
Conditions.
B. Completion of all punchlist tasks/requirements is required prior to the Work
being eligible for declaration as finally accepted.
C. All record documents must be submitted to and accepted by the Engineer
prior to the Work being eligible for declaration as finally accepted.
D. All releases must be submitted to and accepted by the Engineer prior to the
Work being eligible for declaration as finally accepted.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 01710
CONTRACT CLOSEOUT
01710-3
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S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
SECTION 01780 - CLOSEOUT SUBMITTALS
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PART 1 - GENERAL
1.01 SECTION INCLUDES:
A. Project Record Documents.
1.02 RECORD DOCUMENTS:
A. Project Record Documents: Record documents shall be submitted prior to
Final Application for Payment.
B. Maintain on site one set of the following record documents; record actual
revisions to the Work:
1. Drawings.
2. Specifications.
3. Addenda.
4. Change Orders and other modifications to the Contract.
5. Reviewed shop drawings, product data, and samples.
6. Manufacturer's instruction for assembly, installation, and adjusting.
C. Ensure entries are complete and accurate, enabling future reference by.
D. Store record documents separate from documents used for construction.
E. Record information concurrent with construction progress.
F. Specifications: Legibly mark and record at each product section description
of actual products installed, including the following:
1. Manufacturer's name and product model and number.
2. Product substitutions or alternates utilized.
3. Changes made by Addenda and modifications.
G. Record Drawings and Shop Drawings: Legibly mark each item to record
actual construction including:
1. Measured depths of foundations in relation to finish first floor datum.
2. Measured horizontal and vertical locations of underground utilities and
appurtenances, referenced to permanent surface improvements.
3. Measured locations of internal utilities and appurtenances concealed
in construction, referenced to visible and accessible features of the
Work.
4. Field changes of dimension and detail.
5. Details not on original Contract drawings.
CLOSEOUT SUBMITTALS
01780-1
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S&P Project No. G124-0S-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
SECTION 01785 - GUARANTY AND WARRANTY
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1.01 PROJECT WARRANTY:
A. The Contractor shall guarantee all materials and equipment furnished and Work
performed for a period of one year from the date of Rnat completion.
S'1J1i~'l"II%L A:or.> 111 S'...8.~'''''-
B. The co;~tor shall warrant and guarantee for a period of one year from the
date of Completion of the Work, that the completed Work is free from all
defects due to faulty products or workmanship. The Contractofshall promptly
make such corrections as may be necessary by reason of such defects. The
Owner will give notice of observed defects with reasonable promptness. In th~
event that the Contractor should fail to make such repairs, adjustments or other
work that may be made necessary by such defects, the Owner may do so and
charge the Contractor the cost thereby incurred. The Performance Bond shall
remain in full force and effect throughout the warranty period.
C. The Contractor shall not be obligated to make replacements which become
necessary because of ordinary wear and tear, or as a result of gross negligence
operation or maintenance, or as a result of improper work or damage by
another Contractor or the Owner, or to perform any work which is normally
performed by a maintenance crew during operation.
D. The Contractor shall, at Contractor's own expense, furnish all labor, materials,
tools and equipment required and shall make such repairs and removals and
shall perform such work or reconstruction as may be made necessary by any
structural or functional defect or failure resulting from neglect, faulty
workmanship or faulty materials, in any part of the Work performed by the
Contractor. Such repair shall also include refilling of trenches, excavations or
embankments which show settlement or erosion after backfilling or placement.
E. Except as noted on the Drawings or as specified, all structures such as
embankments and fences shall be returned to their original condition prior to
the completion of the Contract. Any and all damage to any facility not
designated for removal, resulting from the Contractor's operations, shall be
promptly repaired by the Contractor at no cost to the Owner.
S...r.S1l9M7At... jrl1\) ~ I
F. ntractor shall be responsible for all road and entrance reconstruction
epairs and maintenance of same for a period of one year from the date of
Completion. In the event the repairs and maintenance are not made
immediately and it becomes necessary for the owner of the road to make such
repairs, the Contractor shall reimburse the owner of the road for the cost of
such repairs.
GUARANTY AND WARRANTY
01785';:1
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S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
SECTION 01800 - SUBMITTALS
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1.01 GENERAL:
Submittals covered by these requirements include manufacturers' information, shop
drawings, test procedures, test results, samples, requests for substitutions, and
miscellaneous work-related submittals. Submittals shall also include, but not be limited to,
all mechanical, electrical and electronic equipment and systems, materials;reinforcing
steel, fabricated items, and piping and conduit details. The Contractor shall furnish all
drawings, specifications, descriptive data, certificates, samples, tests, methods,
schedules, and manufacturer's installation and other instructions as specifically required
in the Project Manual to demonstrate fully that the materials and equipment to be
furnished and the methods of work comply with the provisions and intent of the contract
documents.
2.01 CONTRACTOR'S RESPONSIBILITIES:
The Contractor shall be responsible for the accuracy and completeness of the information
contained in each submittal and shall assure that the material, equipment or method of
work shall be as described in the submittal. The Contractor shall certify that all features of
all products conform to the speCified requirements. Submittal documents shall be clearly
edited to indicate only those items, models, or series of equipment, which are .". being
submitted for review. All extraneous materials shall be crossed out or otherwise
obliterated. The Contractor shall ensure that there is no conflict in each case where his
submittal may affect the work of another contractor or the Owner. The Contractor shall
coordinate submittals among his subcontractors and suppliers.
The Contractor shall coordinate submittals with the work so that work will not be delayed.
He shall coordinate and schedule different categories of submittals; so that ohe will not
be delayed for lack of coordination with another. No extension of time will be allowed
because of failure to properly schedule submittals. The Contractor shall not proceed with
work related to a submittal unit the submittal process is complete. This requires that
submittals for review and comment shall be returned to the Contractor stamped
No Exceptions Taken or Make Corrections Noted.
The Contractor shall certify on each submittal document that he has reviewed the
submittal, verified field conditions, and complied with the contract documents.
The Contractor may authorize in writing a material or equipment supplier to deal directly
with the Engineer or with the Owner with regard toa submittal. These dealings shall be
limited to contract interpretations to clarify and expedite the work.
SUBMITTALS
01800-1
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S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
B. DEVIATION FROM CONTRACT:
If the Contractor proposed to provide material, equipment, or method of work which
deviates from the project manual, he shall indicate so under "deviations" on the
transmittal form accompanying the submittal copies.
C. SUBMITTAL COMPLETENESS:
Submittals which do not have all the information required to be submitted, including
deviations, are not acceptable and will be returned without review.
5.01 REVIEW PROCEDURE:
A. GENERAL:
Submittals are specified for those features and characteristics of materials, equipment,
andrnethods of operation which can be selected based on the Contractor's judgment
of their conformance to the specified requirements. Other features and characteristics
are specified in a manner which enables the Contractor to determine acceptable
options without submittals. The review procedure is based on the Contractor's
guarantee that all features and characteristics not requiring submittals conform as
specified. Review shall not extend to means, methods, techniques, sequences or
procedures of construction, or to verifying quantities, dimensions, weights or gages, or
fabrication processes (except where specifically indicated or required by the project
manual) or to safety precautions or programs incident thereto. Review of a separate
item, as such, will not indicate approval of the assembly in which the item functions.
When the contract documents require a submittal, the Contractor shall submit the
specified information as follows:
1. Six copies of all submitted information shall be transmitted with subrnittals for
review and comment.
2. Unless otherwise specified, five copies of all submitted information shall be
transmitted with submittals (product data) for information only.
B. SUBMITTALS FOR REVIEW AND COMMENT:
Unless otherwise specified, within thirty (30) calendar days after receipt of a submittal
for review and comment, the Engineer shall review the submittal and return twb copies
to the Contractor. The returned submittal shall indicate one of the following actions:
1. If the review indicates that the material, equipment or work method complies with
the project manual, submittal copies will be marked No Exception Taken. In this
event, the Contractor may begin to implement the work method or incorporate the
material or equipment covered by the submittal.
SUBMITTALS
01800-3
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DATE:
TO:
01800-A SUBMITTAL TRANSMITTAL FORM
SlJBMITTAL No.:
CONTRACT NO.:
SPEC. SECTION:
FROM:
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THE FOLLOWING MATERIAL IS TRANSMITTED FOR SUBMITTAL REVIEW
DATE COPIES DESCRIPTION/EQUIPMENT NO.
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WE HAVE VERIFIED THAT THE MATERIAL TRANSMITTED HEREIN IS IN COMPLIANCE WITH THE
SPECIFICATIONS
_ with no exceptions
_ except for the following deviations
NO.
DEVIATION
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CONTRACTOR'S SIGNATURE
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o NO EXCEPTION 0 MAKE CORRECTIONS
TAKEN NOTED
o REJECTED OREVISEANDRESlJBMIT
Checking is only for general conformance with the design
concept of the project and general compliance with the
information given in the contract documents. Any action
shown is subject to the requirements of the plans and
specifications. Contractor is responsible for: Dimensions
which shall be confinned and correlated at the job site:
fabrication processes and techniques of construction:
coordination of his work with that of ariyothertrades and the
satisfactory performance of his work.
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STEVENSON & PALMER ENGINEERING, INC.
Date:
By:
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S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
SECTION 02110 - SITE CLEARING
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PART 1 - GENERAL
1.01 RELATED DOCUMENTS:
Drawings and general provisions of Contract; including General and Supplementary
Conditions and Division-1 Specification sections, apply to work of this section.
1.02 DESCRIPTION OF WORK:
A. Site c1earinq work includes, but is not limited to:
· Protection of existing trees..
· Removal Of trees and other vegetation.
· T ops6ilstnpping.
· Clearing and grubbing.
· Removing above~rade improvements.
· Removing below~grade improvements.
1.03 JOB CONDITIONS:
A. T raffle:
Conduct site clearing operations to ensure minimum interference with roads,
streets, walks, and other adjacent occupied or used facilities; Do not close
or obstruct streets, walks or other occupied or used facilities without
permission from authorities having jurisdiction.
B. Protection of Existinq Improvements:
Provide protections neCessary to prevent damage to existing improvements
indicated tdtemain in place.i
Protect improvements on .adjoil1ingproperties and On Owner's property .
Restore damaged improvements to their original condition, as acceptable to
parties having jurisdiction.
C. Protection of Existinq Reference Points:
Maintain and protect...allbenchrnarks, monuments, and other reference
points. Any reference point damaged ... or destroyed as a result of the
SITE CLEARING 02110~1
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S&P Project No. G124-Q6-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
stones, and other object over 2" in diameter, and without weeds, roots, and
other objectionable material.
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C. Strip Topsoil:
Strip topsoil to whatever depths encountered in a manner to prevent
intermingling with underlying subsoil or other objectionable material.
Remove heavy growths of grass from areas before stripping.
D. Stockpile Topsoil:
Stockpile topsoil in storage piles where directed. Construct storage piles to
freely drain surface water. Cover storage piles if required to prevent
wind-blown dust.
E. Disposal:
Dispose of unsuitable or excess topsoil same as waste material, herein
specified.
F. Clearinq and Grubbinq:
Clear site of trees, shrubs and other vegetation, except for those indicated to
be left standing.
Completely remove stumps, roots, and other debris protruding through
ground surface.
Use only hand methods for grubbing inside drip line of trees indicated to be
left standing.
G. Removal of Improvements:
Remove existing above-grade and below-grade improvements necessary to
permit construction, and other work as indicated.
Abandonment or removal of certain underground pipe or conduits may be
shown on mechanical or electrical drawings, and is included under work of
those sections. Removal of abandoned underground piping or conduit
interfering with construction is included under this section.
3.02 DISPOSAL OF WASTE MATERIALS:
A. Burninq on Owner's Property:
Burning is not permitted on Owner's property.
SITE CLEARING
02110-3
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S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
SECTION 02120 - DEMOLITION
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PART 1 - GENERAL
1.01 RELATED DOCUMENTS
Construction Plans and general provisions of Contract, including General and
Supplementary Conditions and Division-1 Specification sections, apply to work of
this section.
1_02 DESCRIPTION OF WORK
A. Extent of demolition work is indicated on the Construction Plans.
8. Demolition includes all operations necessary for demolition of the existing
structures, foundations and utilities as shown.
C. Remove debris, rubbish and other materials resulting from demolition
operations from the site. Transport and legally dispose of materials off
site.
1.03SUBMITT ALS
A. Schedule: Submit schedule indicating proposed methods and sequence
of operations for demolition work to Owner's Representative for review
prior to commencement of work. Include coordination for shut-off,
capping, and continuation of utility services as required, together with
details for dust and noise control protection. The procedures shall provide
for safe conduct of the work, careful removal and disposition of materials
specified to be salvaged,.. protection of property which is to remain
undisturbed, coordination with other work in progress, and timely
disconnection of utility services. The submittal shall include a detailed
description of the methods and equipment to be used for each operation,
and the sequence of operation.
8. Provide detailed sequence of demolition and removal work to ensure
uninterrupted progress of Owner's on-site operations.
C. Coordinate with Owner's continuing occupation of portions of existing
building/site, with Owner's partial occupancy of completed new
addition/site.
A. Occupancy: Owner will be continuously occupying areas of the
building/site immediately adjacent to areas of selective demolition.
Conduct selective demolition work in manner that will minimize need for
DEMOLITION 02120..1
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S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
N. Remove protections at completion of work.
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O. Damaqes: Promptly repair damages caused to adjacent facilities by
demolition work at no cost to Owner.
P. Traffic: Conduct selective demolition operations and debris removal in a
manner to ensure minimum interference with roads, streets, walks, and
other adjacent occupied or used facilities.
Q. Do not close, block or otherwise obstruct streets, walks or other occupied
or used facilities without written permission from authorities having
jurisdiction. Provide alternate routes around closed or obstructed traffic
ways if required by governing regulations.
R. Explosives: Use of explosives will not be permitted unless otherwise
noted.
S. Utility Services: Maintain existing utilities indicated to remain, keep in
service, and protect against damage during demolition operations.
1. Do not interrupt existing utilities serving occupied or used facilities, except
when. authorized in writing. by. authorities having. jurisdiction. Provide
temporary services during interruptions to existing utilities, as acceptable
to governing. authorities.
U. Environmental Controls: Use water sprinkling, temporary enclosures, and
other suitable methods to limit dust and dirt rising and scattering in air to
lowest practical level. Comply. with governing regulations pertaining to
environmental protection.
v. Do not use water when it may create hazardous or objectionable
conditions such as ice, flooding, and pollution~
W. NESHAP Compliance: The Contractor is responsible for being aware of
and cOmplying with the National Emission Standard for Hazardous Air
Pollutants (NESHAP) Sectiol1112 ofthe Federal Clean Air Act regarding
asbestos.
PART 3 - EXECUTION
Prior to commencement of demolition work; inspectareas in which work
will be performed. Photograph existing conditions to structure surfaces,
DEMOLITION 02120':3
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S&P Project No. G124-oa-02
Main Interceptor Upgrade Replacement Phase 1/
Augusta Utilities Project No. 00007
C. Locate demolition equipment throughout structure and promptly remove
debris to avoid imposing excessive loads on. supporting walls, floors or
framing.
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D. All existing structures shall be completely removed where denoted on the
Plans. All foundations and slabs shall be broken up and removed from the
site. Sidewalks, curbs, gutters, streets and street light bases shall be
completely removed. It is not anticipated that piling will be encountered
under qny of the structures to be removed; however, where piling are
encountered they shall be removed to a point three feet below existing
ground.
E. When approved in writing by the Engineer and when authorized by the
proper authorities, the Contractor, may dispose of such debris by burning
on the Project site provided all requirements set forth by the governing
authorities are met. The authorization to burn shall not relieve the
Contractor in any way from damages which. result .. from.. the Contractor's
operations. On easements through private property, the Contractor shall
not burn on the site unless written consent is also secured from the
property owner, in addition to authOrization from the properauthorities.
F. Demolish foundation walls to a depth of notless than 12"below existing
ground surface. Demolish and remove below-grade wood or metal
construction. Break up below-grade concrete slabs.
G. For interior slabs on grade; use removalmethdds that will not crack or
structurally disturb adjacent slabs or partitions. Use power saw where
possible.
H. Completely fill below-grade areas and voids resulting from demolition
work. Provide fill consisting of approved earth, gravel or sand, free of
trash and debris, stones over 6" diameter, roots or other organic matter.
I. If anticipated mechanical, electrical or structural elements which conflict
with intended function or design are encountered, investigate and
measure both nature and extent of the conflict. Submit report to Owner's
Representative in written, accurate detail. Pending receipt of directive
form Owner's Representative rearrange selective demolition schedule as
necessary to continue overall job progress without delay.
3.04 SALVAGE MATERIALS
A. Salvaqe Items: Where indicated on the Plans as "Salvage-Deliver to
Owner", carefully remove indicated items, clean, store and turn over to
Owner and obtain receipt.
B. Historic artifacts, including cornerstones and their contents,
commemorative plaques and tables, antiques, and other articles of historic
DEMOLITION 02120-5
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S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase /I
Augusta Utilities Project No. 00007
SECTION 02210 - EROSION CONTROL
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PART 1 - GENERAL
1.01 RELATED DOCUMENTS:
Drawings and general provisions of the Contract, including General and Special
Conditions, and Division-1 Specification Sections apply to work of this section.
1.02 DESCRIPTION OF WORK:
Under this section shall be included all measures both temporary and permanent to
control erosion and sedimen~ation,and protect aU surface waters and property both
on and offsite... This shall include all. labor, materials and equipment necessary to
meet the requirementsofthis Section.
1.03 EROSION AND SEDIMENTATION ACT - DEFINED:
It is the intent of this Specification that the Project and the Contractor cornply with
all applicable requirements of the Erosion and Sedimentation Act of 1975 and the
Richmond county Soil Erosiorl0rdinance.
The Manual. for Er~sion Clnd. SedirT1entSontr~1 in Ge~rgiafurtherdefines practices
and requirements. TheContractorisTesp~nsiblefor maintaining all sediment and
erosion controlmea~~res.~n th~ project sitElduringconstruction. The CCJn~actor is
responsible for any damag~ ca~s~ddueto failure to .impleITl~nt these
requirements. A Soil. Erosion and Sedimentation Control Permit ha~ beep.. obtained
by the Owner so that periodic inspections may be made by.the County. The
Contractor is to cooperate with the person performing these inspections.
1.04 COORDINA TIONWlTHCbNTRACT PLANs:
A Soil Erosion and Sedimentation Control Plan is included in the Contract
Documents and is to be implemented asa .pafr of the procedures necessary' to
implement requirements of the Act and Ordinance.
PART 2 - PRODUCTS
Not applicable to this specification section.
PART 3 - EXECUTION
3.01 IMPLEMENTATION:
Implementation of the requirements of the Act is based on the following principles:
EROSION CONTROL
02210-1
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S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
SECTION 02221 - EXCAVATION. TRENCHING AND BACKFILL FOR UTILITY
SYSTEMS
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PART 1 - GENERAL
1.01 RELATED DOCUMENTS:
Drawings and general provisions of Contract, including General and Supplementary
Conditions and Division-1 Specification sections, apply to work of this section.
1.02 DESCRIPTION OF WORK
A. Work Includes:
. The excavation, trenching and backfilling required for all underground
utility systems.
· Utility systems include sanitary sewers, storm sewers, Water piping and
force mains.
B. Definition:
"Excavation" consists of removal of material encountered to subgrade
elevations indicated and subsequent disposal of materials removed.
1.03 QUALITY ASSURANCE:
A. Codes and Standards:
Perform excavation work in ..compliance with applicable requirements of
governing authorities having jUrisdiction.
B. Testinq and Inspection Service:
Owner will engage soil t~~ting and inspection service for quality control
testing during earthwork operations.
1.04 JOB CONDITIONS:
A. Site Information:
Data on indicated slJbsurfa~cdnditions are riot intended as representations
or warranties of accu~acy or continuity between soil bearings. It is expressly
understood that Own~r win not be responsible for int~rpretations or
conclusions drawn ther~from by Contractor. Data are made available for
convenience of Contractor.
EXCAVATION, TRENCHING & BACKFILL FOR UTILITY SYSTEMS/Rev. 1/04
022212:1
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S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
the work of the Contractor, the interruption shall be a minimum and shall be
scheduled in advance with the Engineer and the Utility Owner.
The Contractor shall restore all facilities interfered with to their original
condition or acceptable equivalent The cost of such restoration or damage
caused directly by his wo'rk shall be paid for by the Contractor and shall be
included in the prices bid for the items to which it pertains.
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Should uncharted, or incorrectly charted, piping or other utilities be
encountered during excavation, consult utility owner immediately for
directions. Cooperate with Owner and utility companies in keeping
respective services and facilities in operation. Repair damaged utilities to
satisfaction of utility owner.
Do not interrupt existing utilities serving facilities occupied and used by
Owner or others, during occupied hours, except when permitted in writing by
Engineer and then only after acceptable temporary utility services have been
provided.
Provide minimum of 48-hour notice to Engineer, and receive written notice to
proceed before interrupting any utility.
C. Use of Explosives:
Do not bring explosives on to site or use in work without prior written
permission from authorities having jurisdiction. Contractor is solely
responsible for handling, storage, and use of explosive materials when their
use is permitted.
D. Protection of Persons and Property:
Barricade open excavations occurring as part of this work and post with
warning lights.
Operate warning lights as recommended by authorities having jurisdiction.
Protect structures, utilities, sidewalks, pavements, and other facilities from
damage caused by settlement, lateral movement, undermining, washout and
other hazards created by earthwork operations.
Perform excavation within drip limf6f large trees to remain by hand, and
protect the root system from damage or dry-out to the greatest extent
possible. Maintain moist condition for root system and cover exposed roots
with burlap. Paint root cuts of 1" diameter and larger with emulsified asphalt
tree paint.
EXCAVATION, TRENCHING & BACKFILL FOR UTILITY SYSTEMS/Rev.1/04
0222l-3
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S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
1.05 SUBMITTALS:
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Contractor shall submit a shoring, sheeting and bracing plan for all roadway cuts
adjacent to Gordon Lake West ponds prior to construction. The plan for shoring,
sheeting and bracing:shall be prepared and certified bya licensed professional
engineer. The plan shall include drawings and design calculations of the proposed
shoring, sheeting and bracing, and documentation showing details of the
coordination and approval of shoring, sheeting and bracing by the Engineer.
Approval of the detailed plan shall be obtained from the Owner prior to starting the
work. The plan shall be modified as required to meet field conditions, and the
modifications shall be approved prior to use.
PART 2 - PRODUCTS
2.01 SOIL MATERIALS:
A. Definitions:
1. Satisfactory soil materials are defined as those complying with ASTM
02487 soil classification groups GW, GP, GM, SM, SWand SP.
2. Unsatisfactory soil materials are defined as those complying with ASTM
02487 soil classification groups MH, CH, OL, OH and PT. Excavated
soils that are too wet to compact shall not be classified unsuitable due to
hiQh moisture content alone.
B. Coarse Granular BeddinQ:
Crushed stone or pea gravel, clean and graded, 95 to 100 percent of which
shall pass a 3/4 inch sieve with 95 to 100 percent retainedon a No.4 sieve.
C. Embedment Materials for Flexible PipinQ Systems:
These materials are grouped into categories according to their suitability for
this application:
1. Class I. Angular 6 to 40mm(1/4 to 1-1/2 inches),graded stone including
a number Of fill materials that have regional significance such as coral,
slag, cinders, crushed storie, and crushed shells.
2. Class II. Coarse sands and gravel with maximum particle size of 40 mm
(1";1/2 inches), including variously graded sands and gravel containing
small percentages of fines, generally granular and non-cohesive, either
wet or dry.' Soil types GW, SP;SWand SP are included in this class.
EXCAVATION, TRENCHING & BACKFILL FOR UTILITY SYSTEMS/Rev.l/04
02221-5
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Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
excess of 10'-0" in width and pits in excess of 30'-0" in either length or
width are classified as open excavation.
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Do not perform rock excavation work until material to be excavated has
been cross-sectioned and classified by Engineer. Such excavation will
be paid on basis of contract conditions relative to changes in work.
3. Rock payment lines are limited to the following:
In pipe trenches, 6" below invert elevation of pipe and 2 ft. wider than
inside diameter of pipe, but not less than 3 ft. minimum trench width.
4. Unauthorized excavation consists of removal of materials beyond
indicated subgrade elevations or dimensions without specific direction of
Engineer. Unauthorized excavation, as well as remedial work directed
by Engineer, shall be at Contractor's expense.
Excavation in excess of the depth required for manholes and other
structures shall be corrected by placing a subfoundation of 1500 psi
concrete, at no additional expense to the Owner.
Elsewhere, backfill and compact unauthorized excavations as specified
for authorized excavations of same classification, unless otherwise
directed by Engineer.
C. Removal of Unsuitable Materials:
When excavation has reached required sub-grade elevations, notify
Engineer who will make an inspection of conditions.
Should over depth excavation be necessary to remove unsuitable material
and to replace with satisfactory material, the Contractor will be paid for this
work in accordance with item in the Bid Schedule for removal and
replaCement of unsuitable material, based on the following requirements:
1. When the trench is excavated to the plan depth or as required by these
Specifications, and soft or other material not suitable for bedding
purposes is encountered in the trench, the Contractor shall immediately
notify the Engineer for inspection and measurement of the unsuitable
material to be removed~
2. No over-depth excavation or backfilling of the over-depth excavated
trench shall start until proper measurements of the trench have been
taken by the Engineer for determination of the quantity in cubic yards of
unsuitable material excavated.
EXCAVATION, TRENCHING & BACKFILL FOR UTILITY SYSTEMS/Rev.l/04
02221-7
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S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
I. Pilinq Excavated Materials:
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All excavated material shall be piled in a manner that will not endanger the
work and that will avoid obstructing roadways.
J. Aliqnment and Grade:
Trenches shall be excavated on the alignments shown on the Plans, and to
the depth and grade necessary to accommodate the pipes at the elevations
shown. Where elevations of the invert or center-line of a pipe are shown at
the ends of a pipe, the pipe shall be installed at a continuous grade between
the two elevations.
K. Over Excavation:
Excavation in excess of the depth required for proper shaping shall be
corrected by bringing to grade the invert of the ditch with compacted coarse,
granular material at no additional expense to the OWner. Bell holes shall be
excavated to relieve bells of all load but small enough to insure that support
is provided throughout the length of the pipe barrel. All protective systems
for trenches shall conform to Section 1926.652, 29 CFR Part 1926, Final
Rule, printed in the October 31, 1989 issue of the Federal Register.
If trenches are excavated to widths in excess of those specified, or if the
trench walls collapse, the pipe shall be laid in accordance with the next
better class of bedding at the expense of the Contractor.
Trenches shall be maintained in a safe condition to prevent hazardous
conditions to persons working in or around the trench. Trenches 5 feet in
depth or greater shall be protected in accordance with OSHA, 29 CFR Part
1926 pp 45895-45991.
The top portion of the trench may be excavated with sloping or vertical sides
to any width which will not cause damage to adjoining structures, roadways,
utilities, etc. The bottom of the trenches shall be graded to provide uniform
bearing and support. each section of the pipe on undisturbed soil at every
point along its entire length, except for the portions of the pipe sections
excavated for bell holes and for the sealing of pipe joints. Bell holes and
depressions for joints shall be dug after the trench bottom has been graded
and in order that the pipe rests upon the trench bottom for its full length and
shall be only of such length, depth and width for making the particular type of
joints.
Maintain sides and slopes of excavations in safe condition until completion
of backfilling.
EXCAVATION, TRENCHING & BACKFILL FOR UTILITY SYSTEMS/Rev. 1/04
02221:..9
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S&P Project No. G124-o6-02
Main Interceptor Upgrade Replacement Phase"
Augusta Utilities Project No. 00007
3.02 DEWATERING AND PROTECTION AGAINST WATER:
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The Contractor shall remove water from the site and shall lower the ground water
level as necessary to complete the excavations to the required depths and so that
all required work can be accomplished in the dry. The Contractor shall do such well
construction, well pointing, sheeting, ditching, and pumping, and shall construct
necessary drains, channels and sumps to keep his excavations and new structures
clear of groundwater, storm water or sewage and to keep his construction areas dry
during the progress of the work.
Adequate measures and protection shall be provided by the Contractor to protect
his work from damage from uplift due to ground water, storm water, or flood water.
Any damages which may result shall be the Contractor's responsibility.
The Contractor shall accept all responsibility for damage to the work of this Contract
due to floods and water pressures. and other water damages and shall accept all
risks of floods and other events which may occur.
All water discharged by pumping operations shall be discharged so as not to
interfere with work under this Contract or with existing structures and operations.
Water from dewateringop~ra!io~sishalrbe conveyed to the'existing drainage
features, using pipinganq pumping facilities provided by the Contractor. Route of
dewatering pipe shall be subject to the Engineer's.review. Discharge facilities and
water quality shall comply with applicable regulations of State and Federal
agencies.
Dewatering operations shall be uninterrupted and continuous during the course of
the work so as not to endanger any construction in place or to present a' hazard to
workmen in and around the site. The Contractor shall take all measures necessary
including, but not limited to, standby equipment and constant attencjance to insure
that the dewatering system remains operational and effective throughout the period
of time that it is required.
No water shall be allowed to run over any uncompleted portions of the work. No
units of the work shall be constructed under water. The cost of dewatering shall be
included in the price bid for the item of work for which it is required.
3.03 FLEXIBLE PIPE BEDDING:
Unless otherwise directed by the Owner, Engineer or Project Field Representative,
the Contractor shall bed all flexible sewer pipe as shown on the bedding detail on
the plans.
The trench bottom shall be.. c6nstructedto provide a finn, stable and uniform
support for the full length of the pipe. Bell holes shall be provided at each joint to
permit proper joint assembly and alignment. Any part of the trench bottom
EXCAVATION, TRENCHING & BACKFILL FOR UTILITY SYSTEMS/Rev.l/04
02221..:11
I
S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
C. Overwidth Excavation:
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If trenches are excavated to widths in excess of those specified below, or if
trench walls collapse, pipe shall be laid in accordance with the requirement
for at least the next better class of bedding at the expense of the Contractor.
D. Borrow Backfill:
Borrow backfill will be required if there is not sufficient suitable material
available from other parts of the work to backfill the trenches. Borrow
backfill from approved borrow pits shall be used. Only those soils in the
borrow pits that meet the specified requirements for suitable material shall
be used.
3.05 BACKFILLING:
A. Backfillinq:
Backfilling consists of placing suitable materials removed during the
excavation into the excavated areas, placing embedment materials and
compacting the same to a density equal to or greater than what exists before
excavation or as specified herein.
Under backfilling operations is also included removalofexcess materials
and debris from the site, leveling all depressions caused by operation of
equipment and maintaining the backfilled areas until accepted by the Owner.
All backfill material shall be free of stones, concrete and clay lumps larger
than 1/3 cubic foot. Roots, stumps and rubbish which will decompose will
not be permitted in the backfill. Backfill material shall have its moisture
content corrected, as may be necessary before being placed in the trench to
bring the moisture content to approximately "optimum" forgood compaction.
Any rock, stone, concrete, clay lumps larger than 1/3 cubic foot in volume,
rubbish and debris shall be removed from the site and disposed of by the
Contractor in a lawful manner.
Backfilling operations in this work are referred to herein. as Backfilling at the
Pipe Zone, Type "A" and Type "B".
Backfilling in the excavated areas below parts of proposed structures shall
be referred to hereinafter as Type "A" Backfilling.
Where trenches cross or extend under structures or into present roadways,
future roadways or parking areas as shown on the Plans, the backfilling shall
be referred to hereinafter as Type "A" Backfilling.
EXCAVATION, TRENCHING & BACKFILL FOR UTILITY SYSTEMS/Rev. 1/04
02221c.:13
I
S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
3.06 . UTILITY CONSTRUCTION IN OTHER EXCAVATION:
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Where utilities are required to be constructed in areas also requiring excavation and
backfill for other work, coordinate the work so that the parts come together properly
and<the construction of the various parts can be done without damage to other
parts. Place bedding which will form bearing for pipes, using suitable material and
shaping to the lower 1/3 of the pipe to provide uniform and continuous bearing.
Compaction of backfill material which will form bearing shall be equal to that
specified hereinbefore under Type "A" Backfilling. After the pipe or other utility is
placed, backfilling shall proceed as specified hereinbefore following the
requirements specified under "Backfilling at the Pipe Zone", "Type "A" Backfilling",
and ''Type "B" Backfilling" as applicable.
3.07 CONSTRUCTION ALONG HIGHWAYS, STREETS AND ROADWAYS:
A. Excavation, Trenchino and Backfillino Operations:
Excavation, trenching and backfilling along highways, streets and roadways
shall be in accordance with the applicable regulations of the State Highway
Department with reference to construction operations, safety, traffic control,
road maintenance and repair.
B. Protection of Traffic:
Provide suitable signs, barricades and lights for protection of traffic, in
locations where traffic may be endangered by. construction operations. All
signs removed by reason of construction shall be replaced as soon as
condition which necessitated such removal has been cleared. No highway,
street or roadway shall be closed without first obtaining permission from the
proper authorities.
C. Construction Operations:
The Contractor shall construct all work along highways, streets and
roadways using the following sequence of construction operations, so as to
least interfere with traffic. A suggested traffic control plan is presented on the
Drawings. Contractor shall submit its plan prior to start of construction,and
may present modifications to this suggested plan:
1. Stripping. Where the pipe line is laid along road shoulders; sod, topsoil
and other material suitable for shoulder restoration shall be stripped and
stockpiled for replacement.
2. Trenchino, Lavino and Backfillino. Excavate trenches, install pipe line
and backfill. The trench shall not be opened any further ahead of pipe
laying operations than is necessary for proper laying operations.
EXCAVATION, TRENCHING & BACKFILL FOR UTILllY SYSTEMS/Rev.1/04
02221-15
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S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
Settlement in trenches shall be refilled with crushed stone or gravel, and such
maintenance shall continue until replacement of pavement.
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2. Where utility lines are constructed on unpaved streets, roads or easements, the
top 18 inches of soil shall be stripped and windrowed separate from the
excavation from trenches. After the line has been installed and the backfill
completed within 18 inches of the original grade, the salvaged surfacing shall be
replaced. This work shall be considered as general clean up along with the
removal of surplus excavated materials from the site and the restoring of the
surface outside trench Iimitsto the original condition, the cost of which shall be
included in the price bid for the utility line.
3.10 WALKS, DRIVES, CONCRETE CURB AND GUTTER:
Walks and drives removed or damaged during the course of construction shall be
replaced with Class "A" Concrete at the same thickness as removed. They will be
cutto a neat edge with a rnasonry saw after bac:kfilling and compacting trench in 6
inch layers to a density not less than 98 percent at.:!: 2 percent of optimum moisture
content as determined by the Standard Proctor Test.
Concrete curb and gutter sections removed or damaged during the course of
construction shall be replaced in full sections with concrete having a compressive
strength of at least 3,000 psi.
2.11 GRADING:
A. General:
Uniformly grade areas within limits of work under this section, including
adjacent transition areas. Smooth finished surface within specified
tolerances, com pad with . uniform. levels Or slopes between. points where
elevations are indicated, or between such points and existing grades.
B. Lawn or Unpaved Areas:
Finish areas to receive topsoil to within not more than 0.10' above or below
required subgrade elevations.
C. Walks:
Shape surface of areas under walksto line,wade and cros,s;s,~ction, with
finish surface not more than 0.10'. above or below required subgrade
elevation.
EXCAVATION, TRENCHING & BACKFILL FOR UTILITY SYSTEMS/Rev.lI04
02221-17
I
S&P Project No. G124-06-02
IAain Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
work for which it is required. The bid prices in the proposal will be paid for those
specific items stated in this Section 02221.
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END OF SECTION 02221
EXCAVATION, TRENCHING & BACKFILL FOR UTILITY SYSTEMS/Rev.1I04
02221-19
I
S&P Project No. G124-0a-D2
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
SECTION 02310 - TUNNELING CONSTRUCTION
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PART 1 - GENERAL
1.01 SECTION INCLUDES:
A. This Section includes providing all labor, material, and equipment required for
installing sewerage pipe using the jack and bore or micro tunneling method of
construction, as shown on the Drawings and specified herein.
1.02 RELATED SECTIONS:
A. Section 02730, Ductile Iron Pipe Jacking Pipe and HDPE Carrier Pipe.
B. Section 02733, Fiberglass Reinforced Polymer Mortar Jacking Pipe.
1.03 DESIGN REQUIREMENTS:
A. Performance Requirements: CONTRACTOR shall be responsible for the
design, means and methods, and selection of all equipment required to
successfully tunnel or jack and bore piping in the locations as indicated on the
Drawings.
1. CONTRACTOR shall be allowed the use of various construction methods
for shaft sinking, provided CONTRACTOR can demonstrate to the
satisfaction of ENGINEER that the proposed methods will complete the
Project in accordance with the Specifications, applicable codes, and
Project Schedule.
2. Only CONTRACTORS and specialty subcontractors who meet the
qualification requirements for micro tunneling or shaft construction as
described herein may perform the Work described in this Section.
3. The Fiberglass Reinforced Polymer Mortar Pipe carrier piping to be
installed under Bobby Jones Expressway (1-520) is anticipated to be
installed using the jack and bore method. Casing pipe is not required for
this installation.
a. Construction of this work shall be in accordance to GDOT Standard
Specifications and approved permit application.
4. The Fiberglass Reinforced Polymer Mortar Pipe carrier piping to be
installed under Rocky Creek is anticipated to be installed using the jack
and bore method. Casing pipe is not required for this installation.
a. Construction of this work shall be in accordance to GDOT Standard
Specifications and approved permit application.
B. Desiqn of Shafts: CONTRACTOR is responsible for the design and
construction of tunneling, jack and bore shafts, and launching and receiving
pits. The design shall take into account, as a minimum: initial support systems
TUNNELING CONSTRUCTION
02310-1
I
S&P Project No. G124-o6-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
dewatering operation in a manner, which will protect adjacent structures and
facilities, rests solely with CONTRACTOR. The cost of repairing any damage
to adjacent structures and restoration of facilities shall be the responsibility of
CONTRACTOR.
1. CONTRACTOR shall be responsible for the . means and methods. of
dewatering shafts and tunnels. Shafts shall be free of flowing or standing
water during construction.
2. Convey groundwater seepage and any other inflow of water in temporary
piping to a settling pond or other facility for removal of sediment and
turbidity before discharge to a storm sewer or other surface water
drainage course. Dewatering systems shall be designed and constructed
so as to prevent washing of native or in situ materials into the face of the
tunnel excavation.
3. Dispose of groundwater in accordance with all applicable local, state and
federal regulations. Obtain discharge permits from local or state
authorities, if required.
4. Refer to Section 02221, Excavation, Trenching & Backfill for Utility
Systems for additional requirements.
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D. The shaft and dewatering system designs shall incorporate the groundwater
and soil conditions indicated in the Geotechnical Report to prevent heaving of
the shaft bottoms. CONTRACTOR shall demonstrate in the shaft design that
the groundwater conditions have been considered and taken into
consideration in the design.
E. DewaterinQ Pumps: Dewatering pumps shall be provided by CONTRACTOR
and shall consist of maintaining all power, primary and standby pumps,
appurtenances and temporary piping required to maintain dewatering
operations. CONTRACTOR shall provide the necessary number of primary
pumps to provide firm capacity of flow. CONTRACTOR shall provide a
standby pump at the site in case one of the primary pumps fail during
dewatering operations.
1. All pump engines shall be equipped with noise suppression devices to
keep noise to a minimum and comply with local Noise Ordnances.
F. DewaterinQ PipinQ: The conveyed fluid shall flow through an enclosed pipe
that is adequately sized to handle the dewatered flow at the pumping rate
selected by CONTRACTOR. Piping may be temporary piping consisting of
HOPE, PVC, or other material recommended by manufacturer's
representative. The pipe shall be located in such manner as not to damage
private or public property or create nuisance or public menace:
1. Dumping or free flow of flow on private property; gutters, streets,
sidewalks, or into sanitary sewers is prohibited.
TUNNELING CONSTRUCTION
02310-3
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S&P Project No. G124-D6-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
20. Contingency plans for handling obstructions, which stop the progress of
the tunnel boring machine.
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C. The methods proposed shall provide for immediate, continuous, and adequate
support of the grClund, adjacent structures, and other facilities.
D. CONTRACTOR shall be responsible for the design of the casing pipe and the
jacking and receiving shafts. Design submittals, sealed bya registered
professional engineer in the State of construction, shall be required for the
shafts and casing pipe. The design submittals shall include contingencies for
dealing with joint repair and blowout/quickening of the excavation base due to
encountering grouhdwaterconditions.
E. ENGINEER's review. of the submitted material shall in no way relieve
CONTRACTOR from its responsibility for meeting the performance and design
requirements and providing a satisfactory installation meeting the
requirements specified herein.
PART 2 '- PRODUCTS
2.01 MATERIALS:
A. FittinQs: Pipe installed by jacking, either carrier or casing, shall be provided
with bentonite and/or grout fittings. The size, number, location, spacing, and
design of these fittings shall be included in the submittal. Fittings shall be
attached to the pipe in a manner'thatwill not materially affect the strength of
the pipe. Plugs forsealing the fittings shall be provided by CONTRACTOR and
shall be capable of withstanding all external and internal pressures and loads
without leaking.
B. Lubricant: shall be refined, processed natural high swelling montmorillonite
clay or other product as approved by ENGINEER as necessary to produce
satisfactory lubrication and earth s.upport.
C. Grout: Grout for displacing oentClnitef and filling the voids between the carrier
pipe to casing pipe or the soil shall consist of Portland cement, water, and
f1uidifiers as.. required. to produceJa satisfactory pumpable grout with a
minimum 28-daycompressive.strength of a minimum of 500 psi.
2.02
A. The carrier piping to be installed under Bobby Jones Expressway (1-520) and
Rocky Creek shall be made using carrier piping as specified in Section 02733,
Fiberglass Reinforced Polymer Mortar Jacking Pipe.
TUNNELING CONSTRUCTION
02310'-5
I
S&P Project No. G124-o6-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
1. Line and grade shall be controlled by a guidance system that relates the
actual position of the tunnel boring equipment to a design reference (Le.
by a laser beam transmitted from the jacking shaft along the center line of
the pipe to a target mounted in the shield). The design reference shall be
located such that it is not affected by jacking operations.
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G. No gasoline-powered equipment shall be permitted in the tunneling or shaft
operations. Diesel, electrical or air-powered equipment shall be permitted,
subject to applicable federal and state regulations. Any diesel engines used
shall be equipped with scrubbers. Provide noise control on all equipment to
comply with local Noise Ordinances.
H. Thrust Blocks: Use thrust blocks for pipe jacking that are properly designed
and constructed. Position thrust blocks normal to the proposed pipe alignment.
Thrust blocks shall be designed by CONTRACTOR to support the maximum
obtainable jacking pressure developed by the main jacking system. Special
attention shall be taken when setting the pipe guide rails in the jacking shaft to
ensure correctness of the alignment, grade, and stability. If a concrete thrust
block or treated soil zone is used, concrete or other materials shall have
attained the required design strength before jacking begins.
2.04 COMPONENTS:
A. Electrical System: Power systems and electrical equipment installations shall
be in conformance with applicable portions of the National Electrical Code
(NEC). All systems and equipment shall be suitable for installation in wet
locations. All metallic parts shall be properly grounded. Power circuits shall be
separate from lighting and ventilating circuits. The site shall have standby
. generators of sufficient capacity to operate at least the lighting and ventilating
systems. The standby generators shall be operated at not less than weekly
intervals to ensure their performance and reliability. The standby power shall
automatically and immediately provide power to the lighting and ventilating
system. In lieu of standby generator for lights, CONTRACTOR may use
emergency battery lights in the tunnel.
B. Liqhtinq: All work areas, including all shafts, pits, and tunnel sections under
construction, shall be lighted with a sufficient number of electric lights to
ensure proper safety, work, and inspection. Lighting of the surface work areas
during "after dark" operations shall berequired. All lighting shall be thoroughly
insulated and shall be kept separate from power circuits.
Communications: A three-way voice communications system and an
independent electric bell or buzzer system between any manned location
within the tunnel, the shaft bottom, and the ground surface shall be installed
and kept in operation at all times.
TUNNELING CONSTRUCTION
02310-7
I
S&P Project No. G124-o6-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
B. Provide security fencing or barricades around the entire perimeter of the work
area to restrict unauthorized entry into the work area. Install a shaft cover
when the work area is not in use or not continuously patrolled by security
personnel.
1. When installing through an existing manhole, the input and output pipe
openings shall be enlarged sufficiently to accommodate to the maximum
00 size of the bursting device. At no time shall the bursting device and/or
the installation process place undue stress on the existing manhole
opening surface.
2. Manhole inverts, benches and channels shall be reconstructed back to
original conditions after the new pipe is installed.
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C. Backfill and seal all the shaft openings when they are no longer required.
Remove shaft support from the ground surface to five feet below the ground
surface when backfilling the shaft. Remove shaft support from within two feet
of the pipe where it exits the back side of the shaft to a trenched installation.
1. Place CLSM in the shafts to the limits shown and as required.
2. Discharge from truck mounted drum type mixer into trench.
3. Place in lifts as necessary to prevent uplift (flotation) of new and existing
facilities.
4. Fill the lower section of shaft as required.
D. Backfill the shafts above the limits of CLSM in as specified herein.
3.03 TUNNELING:
A. CONTRACTOR's equipment and procedures shall be suitable to successfully
jack a pipe under all soil conditions, as described in the Geotechnical Report,
without damage to the pipe or initial tunneling or significant loss of ground.
Procedures which result in pipe damage or significant ground loss shall be
discontinued and immediate action shall be taken by CONTRACTOR to
remedy the operation and adjusted to comply with the performance
requirements herein specified.
B. Inability of CONTRACTOR to complete a tunneling run without exceeding the
maximum unit hydraulic pressure as stated in the design submittal shall be
cause for CONTRACTOR to modify the tunneling operation such that the
maximum unit hydraulic pressures are not exceeded, or to suspend tunneling
in that run, and to install intermediate tunneling stations.
C. Once jacking commences, CONTRACTOR shall jack continuously in each run,
with maintenance stoppages not to exceed 8 hours per day. This requirement
may be modified if CONTRACTOR submits to ENGINEER, for prior approval,
methods and details that shall prevent "freezing" of the pipe and ensure that
the heading is stable at all times. Wherever there is a condition which, in the
TUNNELING CONSTRUCTION
02310-9
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S&P Projed No. G124-o6-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
5. Remove earth displaced by the culvert through the interior by hand, by
auger, or other acceptable means.
6. Do not excavate material in excess of the outside dimensions of the box.
7. Coordinate with manLJfacturerofthepipe regarding allowable loadings to
prevent damaging piping. ContractOr shall not. be reimbursed for piping
damaged by boring and jacking operations.
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C. Pipe sections shall be jacked as excavation progresses so that no length of
excavated tunnel is exposed at any time. The lead end of the pipe behind the
shield or tunnel boring machine shall at all times be enclosed and sealed in
the "tail" of the machine.
D. Apply lubricant under pressure using a manifold pIping system within the
tunnel to lubricate the pipe. Continuously pump the lubricant throughout the
pipe jacking operation. Pumps shall be capable of pumping at a minimum
pressure at the injection point greater than the hydrostatic pressure and not so
great as to cause blowout.
E. After the pipe has been installed, displace the lubricant and fill all voids in the
space between excavation and pipe barrel with grout applied under pressure.
Grout pressure shall be sufficient to displace the lubricant. Control the grouting
operation to ensure that the pipe sections remain in place within the specified
alignment and grade tolerances. After grouting has been completed, the grout
holes shall be plugged and the interior of the pipeline finished to a smooth,
even surface and watertight condition as recommended by pipe manufacturer.
F. Slurry and grouting pressure shall be controlled by CONTRACTOR to avoid
pipe damage, damage to adjacent structures, or heaving of the ground
surface.
3.05 INSTALLATION TOLERANCES:
A. Grade and Aliqnment Tolerances: of the pipe initial tunnel lining shall comply
with the following such that a continuous slope is maintained, and no portion of
the alignment slope is flat or reversed:
1. Maximum departure from established grade shall not exceed a total of 1
inch.
2. Maximum departure from established line shall not exceed 3 inches.
3. The return to line and grade shall not exceed 1 inch in 25 feet.
B. Ground Movement at Railroad Tracks and Roadwavs: shall be limited to less
than %-inch. Repair any damage to tracks, utilities, buildings and street
pavement at no additional change in Contract Price.
TUNNELING CONSTRUCTION
02310-11
I
S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
SECTION 02480 - GRASSING
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1.01 RELATED O.OCUMENTS:
Orawings and general provisions of the Contract, including General and Special
Conditions, and. DivisiOn-1 Specification Sections apply to work of this section.
1.02 OESCRIPTIONOF WORK:
Extent of grassing includes all lawn areas disturbed by construction operations.
For roads under state jurisdiction, grassing on the right-of-way shall meet the
requirements of the Department of Transportation Standard Specifications.
1.03
A. Fertilizer:
Wheh'the .amouritofgr~ssing.exceedsone acre, samples shall be taken
and analyzed. for pH, calcium, magnesium and soil fertility needs. The
analyses shall be the basis for determining the composition and application
rate ofthefertiliz~r andp~~~ible .varieties of grass. The results of these
tests shall be. submitted to the Engineer.
B. Seed:
Manufacturer's data shall be submitted to the Engineer on grass seed and
fertilizer before the materials are delivered to the project site.
PART 2 - PROOUCTS
2.01 TOPSOIL:
Topsoil shall be natural soil of the region, free from lumps, clay, toxic substance,
sticks, debris, vegetation, stones over one-inch in.. maximUm dimension, and
suitable for growing grass. .
2.02 FERTILIZER:
A. Fertilizer shall be of such composition that when uniformly applied it will
furnish not ..Iess ,... than the following quantities of. available plant food per
1 i 000 square feet:
Nitrogen.....................0.8 pounds
Phosphoric Acid........0.8 pounds
GRASSING
02480.:.1
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S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
. %byWeight()f..
l"el.iveSeed':
iiliMilduhf4.. :
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88
66.00
50
25
82
11.50
11.50
25
82
Total Pure Live Seed In
Mixture Weed Seed,
Notto Exceed 1 % by
Weight Other than
Weed & Pure Live
Seed. Max.
89.00
1.00
10.00
TOTAL
100.00
PART 3.-EXECUTION
3.01 TOPSOIL:
. Topsoil shall be placed four inches to six inches deep over all areas to be grassed,
using salvaged topsoil to the extent possible and topsoil from off-site borrow to
supplement that salvaged. Topsoil shall be spread over the areas to be grassed
and shall be fine graded so asto be suitable for sowing.
3.02 FERTILIZER:
All areas to be grassed shall have fertilizer applied as specified or determined by
the soil analyses.
3.03 SEED:
A. Application:
Seeds are to be sown by a mechanical spreader either hand operated.or
machine operated. Seeding equipment shall be such as will continuously
mix the seeds to prevent segregation.
Seed shall be applied at a minimum rate of 60Ilbs/acre.
B. Soil Preparation:
GRASSING 02480-3
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S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
SECTION 02513 - ASPHALT CONCRETE PAVING
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PART 1 - GENERAL
1.01 RELATED DOCUMENTS:
Drawings and general provisions of Contract, including General and Special
Conditions and Division-1 Specification sections, apply to work of this section.
1.02 DESCRIPTION OF WORK:
Extent of asphalt concrete paving work is shown on drawings.
Saw-cutting of edges of existing pavement is specified in Section 2110, "Site
Clearing".
1.03 SUBMITTALS:
A. Material Certificates:
Provide copies: of materials certificates signed by material producer and
Contractor, certifying that each rnaterial item complies with, or exceeds,
specified requirements.
1.04 QUALITY ASSURANCE:
A. Codes and Standards:
Comply with State highway or transportation department standard
specifications, latest edition, and with local governing regulations if more
stringent than herein specified.
1.05 SITE CONDITIONS:
A. Weather Limitations:
Apply prime and tack coats when ambient temperature is above 50 deg. F
(10 deg. C), and when temperature, has not. beenbelow 35 deg. F (1 d~g.
C) for 12 hours immediately prior to applicatiOn. Do not applywhEm base is
wet or contains an excess of moisture.
Construct asphalt concrete surface"cbursewhenatrllospheriCfernperature is
above 40 deg. F (4 deg. C), and when base is dry. Base course may be
placed when air temperature isab6ve 30 deg. F (-1 deg. C) and rising.
ASPHALT CONCRETE PAVING
02513'::1
I
S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
PART 3 - EXECUTION
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3.01 SURFACE PREPARATION:
A. Loose Material:
Remove loose material from compacted sub-base surface immediately
before applying herbicide treatment or prime coat
Proof roll prepared sub-base surface to check for unstable areas and areas
requiring additional compaction.
Notify Contractor of unsatisfactory conditions. Do not begin paving work until
deficient sub-base areas have been corrected and are ready to receive
paving.
B. Prime Coat:
Apply at rate of 0.20 to 0.50 gal. per sq. yd., over compacted subgrade.
Apply material to penetrate and seal, but not flood, surface. Cure and dry as
long as necessary to attain penetration and evaporation of volatile.
3.02 PLACING MIX:
A. General:
Place asphalt concrete mixture on prepared surface, spread and strike-off.
Spread mixture at minimum temperature of 225 deg. F (107 deg. C). Place
inaccessible and small areas by hand. Place each course to required grade,
cross-section, and compacted thickness.
B. Paver Placinq:
Place in strips not less than 10' wide, unless otherwise acceptable to
Engineer. After first strip has been placed and rolled, place succeeding strips
and extend rolling to overlap previous strips. Complete base course for a
section before placing surface course.
C. Joints:
Make joints between old and new pavements, or between successive days'
work, to ensure continuous bond. between adjoining work. Construct joints to
have same texture, density and smoothness as other sections of asphalt
concrete course. Clean contact surfaces and apply tack coat
ASPHALT CONCRETE PAVING
02513-3
I
S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
3.05 FIELD QUALITY CONTROL:
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A. General:
Test in-place asphalt concrete courses for compliance with requirements for
thickness and surface smoothness. Repair or remove and replace
unacceptable paving as directed by Engineer.
B. Thickness:
In-place compacted thickness will not be acceptable if exceeding following
allowable variation from required thickness:
1. Base Course: 1/2", plus or minus.
2. Surface Course: 1/4", plus or minus.
3. Surface Smoothness: Test finished surface of each asphalt concrete
course for smoothness, using 10' straightedge applied parallel with,
and at right angles to centerline of paved area Surfaces will not be
acceptable if exceeding the following tolerances for smoothness.
4. Base Course Surface: 1/4".
5. WearinQ Course Surface: 3/16".
6. Crowned Surfaces: Test with crowned template centered and at right
angle to crown. Maximum allowable variance from template, 1/4".
Check surface areas at intervals as directed by Engineer.
END OF SECTION 02513
ASPHALT CONCRETE PAVING
02513-5
I
S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
SECTION 02666 - WATER DISTRIBUTION SYSTEM
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PART 1 - GENERAL
1.01 RELATED DOCUMENTS:
Drawings and general provIsions of Contract, including General and
Supplementary Conditions and Division-1 Specification sections, apply to work of
this section.
1.02 DESCRIPTION OFWORK:
A. Extent of water distributionsvstel1ls work is indicated by requirements of this
section.
B. Refer to Division-2 section "Excavation, Trenching and Backfilling for Utility
Systems"iforexcavation and backfill required for water distribution systems,
except thatbackfilling in the pipe zone shall be terminated 2 inches above the
pipe until completion of preliminary testing.
C. Refer to Divi,sion-3. sections for concrete work required for water distribution
systems; not work of this section.
O. Refer to Division-15 section "Potable Water Systems" for interior building
systems including interior piping, fixtures, and equipment; not work of this
section.
1.03 QUALITY ASSURANCE:
A. Codes and Standards:
1. Local Code Compliance: Comply with applicable portions of local codes
and regulations of local utility company pertaining to selection and
installation of water distribution system materials and products.
1.04 DAMAGE TO WATER SYSTEM:
Damage to any part of the water system by the Contractor, or subcontractors,
that is repaired by Water Department forces shall be charged to the Contractor
on the basis of time andmaterial/iplus 30 percent for overhead and
... 'administration.
WATER DISTRIBUTION SYSTEM
02666-1
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S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
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Valve operators shall be equipped with adjustable stop-limiting devices for
both the open and closed position. Valves. shall be equipped with a 2"
standard operating. nut and. operator .suitable for buried conditions. Gearing
and material requirements shallcon.form to requirements of Section 12.2 of
AWWAC504.. Operators .shall be..self~locking to hold in any position. All
operators shall be designed to be opened or closed with a force of not more
than 40 pounds. All valves shall open-left if installed south of Gordon Highway
(SRI D); or open-right if installed north of Gordon Highway.
Available Manufacturers: Subject to compliance with requirements,
manufacturers offering butterfly valves which may be incorporated in the work
include, but are not limited to, the following:
Pratt Valve Co.
DezlJrik ValvEfCo. Inc.
Keysf6neValVe; Div.()fKeysfone International Inc.
C. Check Valves: Provide as indicated, swing check valves, AWWA C508, 150
psi working pressure. Provide iron body, cast-iron disc, bolted cap.
Available... Manufacturers: .... Subject.. to compliance with. requirements,
. manufacturers offering check.valves which may be incorporated in the work
include, but are not limited to, the following:
Dresser Mfg.; Div. of Dresser Industries.
Kennedy Valve; Div. of ITT Grinnell Valve Co. Inc.
Stockham Valves and Fittings Inc.
D. Two Inch Ball Valves:
Shall be designed for a working pressure of not less than 125 psL End
connections shall be flanged or threaded.
Available Manufacturers: Subject to compliance with requirements,
manufacturers offering check valves which may be incorporated in the work
include, but are not limited to, the following:
Ford Meter BoxCompariy, Inc., B41-777.
2.04 HYDRANTS:
A. General:
Physicalcharaderisti~and. compositions of various metal usedin hydrant
components shall meet the requirements as specified in AWWA C502-80, or
WATER DISTRIBUTION SYSTEM
02666:'5
S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
struck. Where bury depth of hydrant exceeds 6 feet, the barrel and operating
shaft shall be furnished in 6 foot lengths. The barrel joints shall be flanged
and the operating shaft shall be provided with disconnectable joints. Bury
depth shall be cast on barrel of hydrant.
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H. Operatinq Stop and Nut:
Hydrant shall have a positive stop feature to permit opening of hydrant
without over travel of stem. Operating nut shall be bronze, 1-1/2 inch, point to
flat, pentagon.
I. Bolts and Nuts:
Bolts and nuts shall be corrosion resistant.
J. Inlet:
Bottom inlet of hydrant shall be provided with restrained joint connection as
specified and shall be 6-inch nominal diameter.
K. Direction of Ooeninq:
The hydrant shall close to the right or clockwise and the hydrant shall open to
the left or counterclockwise.
L. Coatinqs:
All portions of hydrant, insidecilid outside' except exterior portion above
ground level, shall be covered with t'vvo GO~ts of asphalt varnish applied in
accordance with AWWA C502 latest revision, The exterior portion of hydrant
above ground level shall be painted with two coats of best grade red primer
paint. After the hydrant has been accepted and placed in service; the exterior,
above ground portion of the hydrant shall be painted with two coats of
approved yellow hydrant enamel.
M. Joint Assemblies:
Complete joint assemblies consisting of gland, gasket, bolt and nut shall be
furnished.
N. Inspection and Affidavit:
Hydrants furnished under this specification shall be subject to inspection and
approval by the OWNER, who, if required, shall have full access to
manufacturer's facilities for inspection and observation of tests. Manufacturer
is also required to furnish the OWNER with an affidavit of compliance with
WATER DISTRIBUTION SYSTEM
02666::'7
S&P Project No. G124-06-o2
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
F. Cast Iron Washers:
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Gray-iron, ASTM A 126.
G. Thrust Blocks:
Concrete, 2,500 psL
H.
Quick tap corporation stop.
Available Manufacturers: Subject to compliance with requirements,
manufacturers offering corporation stops which may be incorporated in the
work include, but are not limited to, the following:
Ford Meter Box Company, Inc., F1000.
I. Curb Stops:
Curb stop shall be one inch sizeoras shown on the Plans.
Available Manufacturers: Subject.. to compliance with requirements,
manufacturers offering curb stops which may be incorporated in the work
include, but are not limited to, the following:
Ford Meter Box Company, Inc. B-11-444.
J. Water Combination Air Valves:
Water combination air valves shall be 2-inchsize unless noted otherwise.
Body shall be close grained cast. iron with all internal parts and float of
stainless steel. The valves shall be capable of venting air from the pipeline
while the pipeline is pressurized. The water combination air valve shall be
single body, double orifice design.
Available Manufacturers: Subject tocornpliance with requirements,
manufacturers offering combination air valves which may be incorporated in
the work include, but are not limited to, the following:
APCO Model 145C
Empire Figure No. 940
WATER DISTRIBUTION SYSTEM
02666':'9
S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
Examine areas and conditions under which potable water system's materials
and products are to be installed. Do not proceed with work until unsatisfactory
conditions have been corrected in manner acceptable to Installer.
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Pipe, fittings, valves, hydrants and other accessories shall, unless otherwise
directed, be unloaded at the point of delivery, hauled to and distributed at the
site of the project by the Installer. They shall at all times be handled with care
to avoid damage. In loading and unloading, they shall be lifted by hoists or
slid or rolled on skidways in such a manner as to avoid shock. Under no
circumstances shall they be dropped. Pipe handled on skidways must not be
skidded or rolled against pipe alreadybnthe ground pipe, fittings and valves
shall be stored with their ends covered with polyethylene sheet or other
suitable material to pre.ven. t.. the. en..t......r. a. n..c...e.. of for. e. ign material into.... tho ...e.... pip.e... .. or
fittings prior to laying. In distributing the material at the site of the work, each
piece shall be unloaded opposite or near the place where it is to be laid in the
trench. Coated pipe shall be handled in such a manner that a minimum of
damage to the coating will result Damaged coating shall be repaired. Pipe
shall be placed on the site ofwork parallel with the trench alignment and with
bell ends facing the direction in whichthe work will proceed unless otherwise
directed. The interior of all pipe, fittings, and other accessories shall be kept
free from" dirt. and foreign matter. at ...all times. Valves and. hydrants before
installationshall be drained and stored in a"manner that will protect them from
damage by freezing.
All pipe and fittings, valves and hydrants shall be carefully lowered into the
trench piece by piece by means of derrick, ropes or other suitable tools or
equipment in such a manner as to prevent damage to the pipe or pipe
coating. Under no circumstances shall pipe or accessories be dropped into
the trench. Before lowering and while suspended, cast iron pipe shall be
inspected for defects and rung with alight hammer to detect cracks. Any
defective, damaged or unSound pipe shall be rejected. All foreign matter or
dirt shall be removed from the inside of the pipe before it is loWered into its
position in the trench and it shall be kept clean by approved means during
and after laying:.Careshall be taken to prevent dirt from entering the joint
space. At all times when pipe laying is not in progress, the open ends of the
pipeshall be closed by approved means and no trench water shall be
permitted to enter the pipe.
3.02 INSTALLATION OF IDENTIFICATION:
A. General:
All water mains and water service laterals located within public
easements/rights-of-way shall have a #14 gauge insulated single strain
copper wire installed directly on top of the water line. The wire shall be
secured to the pipe with tape or other approved method. Where water service
WATER DISTRIBUTION SYSTEM
02666.:.11
I
S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
E. Oepth of Cover:
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A minimum cover over the top of the pipe of 3 feet from the proposed paving
subgrade, shoulder or finished grade shall be provided.
3.04 INSTALLATION OF HYDRANTS AND ACCESSORIES:
A. Hvdrants:
Hydrants shall be set at such elevations that the connecting pipe will have the
same depth of cover as the distribution mains. The connecting pipe shall be
ductile iron pipe. The hydrants shall be set on a base of concrete not less
than 4 inches thick and 16 inches square. The back of the hydrant opposite
the pipe connection, shall be firmly wedged by a poured-in-place concrete
thrust block against the vertical face of the trench to prevent the hydrant from
blowing off the line. The base of the hydrant shall be wrapped or oiled to
prevent bond between thrust blocks and hydrants. Hydrants and valves shall
have the interior cleaned of all foreign matter before installation. Not less than
1 cubic foot of broken stone shall be placed around the base of the hydrant.
Place a bag over hydrant to indicate its not being in service until after the
water main is put in service.
B. Water Service Connections:
Service lines shall be connected to 4 inch and larger mains with corporation
stops. Connections to mains smaller than 4 inches shall be made with a rigid
connection. Plugged tees or crosses for future connections shall be installed
where shown on the Plans. A house service connection shall be provided to
vacant lots and the exact location marked on the curb with a "W". The mark
shall be made on the vertical face of the .curb and shall be a minimum of 1/4
inch deep made with a branding iron. Where services are provided at
locations without curb a 2" x 4" 3D-inches long pressure treated flag stake
painted white shall locate the end of the lateral. Minimum cover of24 inches
shall be provided until a short transition to 12 inches depth at the water meter.
Each water service shall be inspected and approved by the Engineer before
any backfill is placed.
Water service laterals shall be installed to the property line of all lots along
streets and rights-of-way in which water main is constructed or to a distance
of 5 feet from the building line for apartments, condominiums, or other uses
besides subdivision lots unless otherwise directed by the Engineer.
WATER DISTRIBUTION SYSTEM
02666..;13
S&P Project No. G124-o6-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
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hydrostatic pressure of 200 pounds per square inch or 1.5 times the operating
pressure, whichever is greater. Each section shall be slowly filled with water,
care being taken to expel all air from the pipes. If necessary, the pipe shall be
tapped at high points to vent the air. The required pressure as measured at
the point of lowest elevation shall be applied for not less than 2 hours and all
pipe, fittings, valves, hydrants and joints shall be carefully examined for
defects. All defective joints shall be repaired or replaced to the satisfaction of
the Engineer. There shall be a preliminary water main test and a final
pressure test prior to final acceptance.
C.
A leakage test shall be conducted after the pressure test has been
satisfactorily completed. The duration of the leakage test shall be2 hours and
during the test the main or section of main under test shall be subjected to a
pressure of 150 psi based on the lowest point in the line or section under test,
and connected to the elevation of the test gauge. Leakage is defined as the
quantity of water to be supplied into the newly laid pipe Or any valved section
thereof, necessary to maintain the specified leakage test pressure after the air
has been expelled and the pipe has been filled with Water at the test
pressure. No pipe installation will be accepted until the leakage is less than
the number of gallons per hour as determined by the formula.'
L = S x 0 x (P) 1/2
133,200
L = allowable leakage in gallons per hour
S = length of pipe tested in feet.
D = the nominal diameter of the pipe in inches
P = the average test pressure during the leakage testin pounds per
square inch gauge. .
Should any test of pipe laid disclose leakage . greater . than the above
specified. The Contractor shall at his own expense locate and repair the
defective joints until leakage is within the specified allowance. This test
shall be made after the installation of the soil cement base arid prior to the
installation of bituminous concrete if pavement is to be placed over the
water main.
3.08
A Clecminq and Disinfection of Water Distribution SyStem:
All water mains must be cleaned, disinfected and the water passihg through
them must show by laboratory tests safe results before the'system can be
placed in service. Disinfection of all water lines shall be in accordance with
WATER'DISTRIBUTION SYSTEM
02666-15
!
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S&P Projed No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
Chlorinated lime is also known as chloride of lime and as bleaching
powder.
Liquid chlorine may be applied to water mains by means of a solution feed
chlorinating device or the gas may be fed directly from the cylinder provided it
is equipped with proper devices for regulating the rate of flow and the
effective diffusion of gas within the pipe. The former method is preferable to
the direct feed method.
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High test calcium hypochlorite or chlorinated lime must be prepared as a
water mixture for introduction into the water mains. Either powder should first
be made into a paste and then thinned to about one percent chlorine solution.
This requires the following proportions of powder to water:
Prepare a one percent chlorine solution in a wooden or plastic barrel and
permit solids to settle. Apply the clear supernatant solution. to the main
through a rubber hose either by gravity, siphonage, injection, or by pumping.
The application. of small. amounts of dry hypochlorite or chlorinated lime to
each length of pipe as it is laid will not be permitted.
After the new lines have been properly cleaned, . sterilized, and flushed the
Contractor shall take two or more successive. sets of samples at 24 hour
intervals and be tested by a State approved private lab. The. results shall
indicate bacteriologically satisfactory water. Copies of the lab tests shall be
submitted to the Engineer. The Engineer shall be notified 24-hours before
samples are taken so he can observe the sampling.
The Engineer will arrange for the regulatory agency inspection. Li~es will not
be placed in operation until agency approval and Engineer directs Contractor
to do so.
B. Disinfection of Water Mains:
Flush and disinfect in accordance with AVl/WA C601 "Standard for
Disinfecting Water Mains". .
WATER DISTRIBUTION SYSTEM
02666-17
S&P Project No. G124-o6-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
machine and at least a 100 CFM Air Compressor to power the tapping
machine.
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The City will provide the tapping machine and one man to operate the unit. All
taps will be made by the City Water Distribution Department unless authority has
been granted in writing by the Water Distribution Superintendent for a private firm
to perform the wet tap for a particular new main.
If there are any questions regarding this procedure please contact the City
Engineering and/or the Water Distribution Oepartment.
3.10 MEASUREMENT AND PAYMENT:
Payment will be made for water lines and appurtenances as described in Section
01200.
END OF SECTION 02666
WATER DISTRIBUTION SYSTEM
02666-19
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S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
,kPP it.j
DE l.-t I€ D
SECTION 02705- PROTECTIVE COATING FOR SANITARY SEWER STRUCTURES
PART 1 - GENERAL
1.01 RELATED DOCUMENTS:
Drawings and general provisions of Contract, including General and Supplementary
Conditions and Division-1 Specification sections, apply to work of this section.
1.02 DESCRIPTION OF WORK:
Extent of Drotective coating work is indicated on drawings and schedules, and by
requirements of this section. This specification shall cover all work, materials, labor
and equipment to restore structural integrity, provide corrosion resistance to
concrete and other masonry structures subjected to severely corrosive
environment; and stop inflow, infiltration in wet wells, lift stations; and trunk line
manholes.
1.03 QUALITY ASSURANCE:
A.
References:
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This section contains references to the following documents. They are a
part of this section as specified and modified. In case of conflict between
the requirements of this section and those of the listed documents, the
requirements of this section shall prevail.
.... Reference
ASTM C 78.
Test Method for Flexural Strength of Concrete
ASTM C 109
Test Method for Compressive Strength of Hydraulic Mortars
Test Method For Length Change Of Hardened Hydraulic Cement
Mortar And Concrete
Test Method For Tensile Strength Of Chemical Resistant Mortar,
Grouts And Monolithic Surfacings
Precast Reinforced Concrete Manhole Sections
ASTM C 157
ASTM C 307
ASTM C 478
ASTM C 580
Test Method For Flexural Strength And Modulus Of Elasticity Of
Chemical Resistant Mortars, Grouts, Monolithic Surfacings And
Pol mer Concretes
Test Method For Bond Strength Of Epoxy-Resin Systems Used
With Concrete By Slant Shear
ASTM C 882
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PROTECTIVE COATING FOR SANITARY SEWER STRUCTURES
02705-1
S&P Project No. G124-D6-02 1
Main Interceptor Upgrade Replace ent Phase II
Augusta Utilities Project No. 00007
2.02 PIPES AND PI IE FITTINGS:
A. General: I
Water lines ldisturbed/uncovered during construction shall be replaced with
ductile iron ripe, including appropriate fittings/couplings. All work shall be
coordinated with the Augusta Utilities Department. Provide sizes matching
piping and ~quipment connections; provide fittings of materials which match
pipe materials used in potable water systems. Where more than one type of
materials or lroducts are indicated, selection is Installer's option.
S. :::i:e pip Is O.f one of the following materials, of weigh.t/class indicated.
Provide PiP~ fittings and accessories of same material and weight/class as
pipes, with j ining method as indicated.
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Ductile-Iron i e: AWWA C151, with cement mortar lining complying with
AWWA C10 ; thickness according to AWWA C150, Laying Condition 2, Class
50 minimum unless otherwise indicated. Joints conforming to AWWA C111,
push-on...typ unless otherwise indicated.
a. Fittin s: Ductile-iron, exterior one mil petroleum asphaltic seal coat
AWW C110; mechanical joint type, cement lined and seal coated,
AWW C104.
b. Restr ined Joints and fittings shall be located where shown on the
Plans and/or specified. Restraints shall be incorporated in the design
of the r' oint follower gland o. r b. e. incorporated in the PUSh-on.. -. joint pipe.
1. Joint Follower Gland Tvpe. The restraint mechanism shall
I consist of a plurality or individually activated gripping surfaces to
maximize restraint capability. Glands shall be manufactured of
I ductile iron conforming to ANSIIAWWA A21.11/C111 and
ANSIIAWWA A21.53/C153 of latest revision. Twist-off nuts,
sized same as tee-head bolts, shall be used to insure proper
actuating of restraining devices. The mechanical joint restraint
shall have a working pressure of at least 150 psi with a
I minimum safety factor of 2: 1 and shall be EBBA Iron MEGALUG
or equal.
2. Push-on Joint Tvpe. The restraint shall be an integral cast
spigot retainer ring or spigot retainer bar welded to the pipe with
a follower retainer ring. Push-on-joint type restraint shall be
capable of resisting a thrust due an internal test pressure of 150
psi minimum.
WATER DISTRIBUTIO SYSTEM
02666:...3
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S&P Project No. G124-06-02
Main Interceptor Upgrade Replacem nt Phase II
Augusta Utilities Project No. 00007
Bond Strerlgth to Concrete
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ASTM C-78 __....ooo..mmm.......mmm:.m.850 psi
or
ASTM C-293 ..ooommm..m__.....ooommJ ,200 psi
ASTM. C-882m.mm:mm.........:...:.:....1 ,600 psi
or
ASTM C-952.........m.m.__..m.......__..__...232 psi
or
ASTM G-478 m....mm...........Cbncrete Failed
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B. Structural feoair Materials
The patch~' gmaterialshall be Portland Cement based hydraulic cement, a
self-bondi g fiber reinforced calcium aluminate cement ora qUick setting
cemenlitio s material 10 restore the structural integrity of eXi~,tinq masonry
and concr te structures. The patching material shall have ... the following
minimum roperties:
ASTM C-109
1 Day..mm.__..........mmm.mmm.m.m..m.........1 ,400 psi
28 Days.... ...... ......... ........... ..... ..............._. ......5,500 psi
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DensitY I
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Shrinkaget at 90%)
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ASTM C-596...mm.mm.mm.m.........m..0.08% " 0.0%
or
A TSM C-157:........................................................+.05
105 PCF
The infiltra~ion material shall be a rapid setting cementitiousor a premixed
Portland c ment based hydraulic cement. The repairing cement shall be
non-sh~inki g, no.nmeta~lic and non-corrosive and sh.aU be used to stoP. I~Cl.~S
and active ater Infiltration. ......... ....
PART 3 - EXECUTION I
I
3.01 AREA PREPARAtJill!:
The structural su aces to receive protective coating must be free of laitance, dust,
loose particles, oi s, grease, chemical contaminants and previously applied paints
~...
.. . i..
PROTECTIVE COATING ROR SANITARY SEWERSTRUCTURES
02705::'3
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S&P Project No. G124-o6-02 I
Main Interceptor Upgrade Replacem nt Phase II
Augusta Utilities Project No. 00007
SECTION 02706- PRO ECTIVE COATING FOR REHABILITATED MANHOLES
-
I
PART 1 - GENERAL
1.01 RELATED DocuIMENTS:
Drawings and Igeneral provIsions of Contract, including General and
Supplementary C nditions and Division-1 Specification sections, apply to work of
this section.
1.02
Extent of rotecti e coatin work is indicated on drawings and schedules, and by
requirements of this section. The work described within details a complete
program for manholes. This section details the methods, procedures, materials
and equipment 1 required to produce A Total System for Manholes . The
completed syste will provide a corrosion resistant liner that restores walls to
original surface Ie els and eliminates water infiltration and exfiltration.
1.03 REFERENCES:
-
A. ASTM 4541 - dhesion
B. ASTM 0412 - ensile Strength (PSI)
C. ASTM 0412 - longation (%)
D. ASTM 02240 Tear Strength (PLI).
E. ASTM 01737 Hardness
F. ASTM 01737 Flexibility (1/8 mandrel)
G. ASTM 4060 - aber Abrasion (mg loss)
H. CIGMAT Evalt,ation (UH 96-7) of Spectrashield Liner System for Wastewater
Concrete andrPlay Brick Facilities. University of Houston Department of Civil
Engineering: Lfecember 1996
1.04 QUALITY ASSU~~:
A. The manUfact~rer and/or. applicator of th.. .e. .totalliner system of manh.ole. s shall
be a compan~ that specializes in the design, manufacture or installation of
corrosion Pro~ction systems for manholes. Applicator shall be completely
trained in leak repair, surface preparation. and corrosion materials application
on manholes. orrosion mate~ials/produ~ts shall be suit~ble !orinstalla.tion in
a severe hydr gen sulfide environment Without any detenoratlon to th~..llner.
B. The apPlicat) shall be trained and certified by the manufacturer for the
handling, miXi~9, application and inspeCtion of the liner system as described
herein.
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PROTECTIVE COA T1N1 FOR REHABILITATED MANHOLES
02706:':1
S&P Project No. G124-06-02
Main Interceptor Upgrade Replacem nt Phase II
Augusta Utilities Project No. 00007
-
expressly disclai ed. Liability is limited to and shall not exceed the purchase
price paid. I
PART 2 - PRODUCTS
2.01 AVAILABLE MA UFACTURERS:
A. Subject to c mpliance with requirements, manufacturers offering products
which may b, incorporated in the work inClude, but are not limited to, the
following: J'
1. SPECT HIELD, byCCI Spectrum, Inc.
2.02 MATERIALS AN EQUIPMENT:
J
A. The materials to be utilized in the lining of manholes shall be designed and
manufactured1.' to withstand the severe effects of hydrogen sulfide in a
wastewater e~vironment. Manufacturer of corrosion protection products shall
have long pro~en experience in the production of the lining products utilized
and shall hav~ satisfactory installation record.
B. Equipment fo~J installation of lining materials shall be high quality grade and
be as recom ended by the manufacturer.
C. The lining sy tem to be utilized for manhole structures shall be a multi-
component st ess skin panel liner system as described below:
1. Liner. I
Installation Liner
Moisture b~rrier Modified Polymer
Surfacer f Polyurethane/Polymeric blend foam
Final corro.. ion barrier Modified polymer
2. Modified ~Olymer shall be sprayable, solvent free, two-component
polymeric, I moisture/chemical barrier specifically developed for the
corrosive Jastewater environment.
Modified P Iymer Typical Chemical Analysis:
"An Com 0 ent
Viscosi , 7r F, cps., ASTM 0-1638:
Physic~1 State:
Color:
Hygros opicity:
450
Liquid .
Clear to amber
Reacts withvvater
~
PROTECTIVE COATINt FOR REHABILITATED MANHOLES
I
0270613
S&P Project No. G124-06-02
Main Interceptor Upgrade Replacem nt Phase II
Augusta Utilities Project No. 00007
-
Processin
A Syst m / B System, volume ratio:
1.00 /1.00
ical Ph sical Pro erties
Oensi ,nominal, core, Ibs/ft3
ASTM -1622 @ 740 F: 4-10
comprtSSion Strength, ASTM
0-1621 @740 F parallel rise; PSI: 90-150
Closed Cell Content, % -
ASTM 940 @ 740 F: Over 95
Shear ~trength, PSI -
ASTM f-273 @ 740 F: 225-250
4. Total thickhess of multi-component stress panel liner shall be a minimum
of 500 mil .
PART 3 - EXECUTION
3.01
INSPECTION
J
A. Applicator sh II take appropriate action to comply with all local, state and
federal regula ions including those set forth by OSHA, EPA, the Owner and
any other app icable authorities.
3.02
B. Prior to cond cting any work, perform inspection of structure to determine
need for prote tion against hazardous gases or oxygen depleted atmosphere
and the need or flow control or flow diversion.
C. Submit plan f~r flow control or bypass to owner/engineer for approval prior to
conducting thl' work.
O. New Portland cement structures shall have endured a minimum of 28 days
since manufa ture prior to commencing installation of the liner system.
SURFACE PREPkRATION
A. Conduct SUrfa~e preparation program to include monitoring of atmosphere for
hydrogen sulfi e, methane, low oxygen or other gases, approved flow control
equipment, an surface preparation equipment.
B. Surface prep ration methods may include high pressure water cleaning,
hydro blasting abrasive blasting, grinding, detergent Water cleaning and shall
be suited to pr vide a surface compatible for installation of the liner system.
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PROTECTIVE COATIN4 FOR REHABILITATED MANHOLES
I
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02706:'5
S&P Project No. G124-06-02 j
Main Interceptor Upgrade Replacem nl Phase II
Augusta Utilities Project No. 00007 I
B. Visual inspec1ion shall be made by the Owner/Engineer. Any deficiencies in
the finished Iliner system shall be marked and repaired according to the
procedures sI forth by Manufacturer.
C. The sewer sy tem may be returned to full operational service as soon as the
final inspectio has taken place.
~.
END OF SECTION 027 6
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PROTECTIVE COATIN FOR REHABILITATED MANHOLES
02706-7
S&P Project No. G124-o6-02
Main Interceptor Upgrade Replacem nt Phase II
Augusta Utilities Project No. 00007
~.
SECTION 02720 - STO M SEWAGE SYSTEMS
PART 1 - GENERAL
1.01 RELATED DOCUMENTS:
I
Drawings and gen!al provisions of Contract, including General and Supplementary
Conditions and DiV~(On-1 Specification sections, apply to work of this section.
1.02 DESCRIPTION OFIWORK:
I
A. Extent of storm Isewa e s stems work is indicated on drawings and schedules,
and by requirem nts of this section.
B. Refer to Divisi n-2 section "Excavation, Trenching and Backfill For Utility
Systems" for ex avation and backfill required for storm sewage systems; not work
ofthis section.
C. Refer to Divisio -3 sections for concrete work required for storm sewage systems;
not work of this ection.
~.
A. Manufacturer's
Firms regularly ngaged in manufacture of storm sewage system's products of
types, materialsj and sizes required, whose products have been in satisfactory
use in similar se\Vice for not less than 5 years.
I
B. Installer's Qualifi~tions:
I
Firm with at lea t 3 years of successful installation experience on projects with
storm sewage w rk Similar to that required for project.
C.
All storm drain ge-related work including, but not limited to, removal and
replacement of torm sewer pipe, removal and replacement of existing curb &
gutter or head all, and regrading of an existing drainage ditch; shall be
performed in ccordance with City of Augusta Public Works Department
standards and I specifications. Contractor is responsible for coordinating
approval by Augusta Public Works Department.
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STORM SEWAGE SYSTE~S
I
02720-1
I
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SOP Pro;" No. G124-<1&-02 I
Main Interceptor Upgrade RePlacem~nt Phase II
Augusta Utilities Project No. 00007
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B.
151/A21.51, Latest Revision, Class 50 minimum with
11/A21.11, latest revision push-on type joints.
1. IIAVWVA C111/A21.51, Latest Revision, Mechanical-Joint Type.
2. Iin for Connectin to Fiber lass Manholes: Shall be specially
fabricated s el couplings as manufactured by Smith-Blair, Type 411 steel
couplings (0 equal) with:
Sleeve ickness x Length: 3/8" x 7", ASTM A-53
Pressu e: Gravity
Line co tent: Sanitary sewer
Coatin : Epoxy painted
Follow rs: Ductile Iron, A-536
Bolts: 3P4 stainless steel
Gasket~: BUNA N, NSF 61
i
C. Reinforced Con rete Pi e:
~
Pipe greater tha 12" shall be ASTM C 76, Class III.
1. Fittinqs: R6inforced concrete, same strength as adjoining pipe,
tongu&-and-grodve gasketed joints complying with ASTM C 443.
I
D. Concrete Pipe:
Pipe smaller tha 12" shall be ASTM C 14, Class 2 non-reinforced concrete. pipe.
1. Fittinqs: Co crete, same strength as adjoining pipe, tongue-and-groove
gasketed joints omplying with ASTM C 443.
E.
F.
ASTM 0 3033, ype PSP, SDR 35; or ASTM D 3034, Type PSM, SDR 35.
1. Fittinqs: PV ,ASTM D 3033 or 0 3034, solvent cement joints complying with
ASTM 0 2855 u ing solvent cement complying with ASTM D 2564; or elastomeric
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STORM SEWAGE SYSTE~S
I
.. 02720-3
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S&P Project No. G124-06-02 r
Main Interceptor Upgrade Replacem nt Phase II
Augusta Utilities Project No. 00007
Circular Pipe
15" .060" 2-213 x 1/2 16
18" to 24" .075" 2-213 x 1/2 14
30" to 36" .105" 2-213 x 1/2 12
30" to 36" .075" 3x1 14
42" to 54" .135" 2-2/3 x 1/2 10
42" to 54" .075" 3x1 14
48" to 72" .105" 3x1 12
Pipe Arch
14
12
..10
10
8
8
12
12
10
:G'6trLJg~ti61"1 .
2-213 x 1/2
2-213 x 1/2
2-213 x 12
2-2/3 x 1/2
2-213 x 1/2
2-213 x 1/2
3x1
3x 1
3x1
-
Sparl-~i
17"x13
21"x15" to 2 "x18"
. 28"x20'
35"x24'
42"x29" to 4 "x33"
57"x38" to 71' to 47"
57'x38" to 71' to 47'
71"x47' to 77 x 52"
81 "x58"
D. Joints: I
Joints shall be lade utilizing one piece connecting bands W.. ith at le.ast 6 inches of
rubber, neopre~~ or mastic gaskets. The connecting bands shall be 0.060 inch
thick and fasteJl1ed with at least 4 bolts. Width of bands shall conform to the
follOwing Schedt:
I Circular Pipe
15" to 18"
24"
30" to 36"
42" to 60"
12"
12"
15"
18"
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STORM SEWAGE SYST~MS
02720-5
I
S&P Projed No. G124-06-02 I
Main Interceptor Upgrade Replacem nt Phase II
Augusta Utilities Project No. 00007
I
Provide precas~ reinforced concrete catch basins as indicated.
B. Basin:. I
Precast reinfor4ed concrete, 48" diameter, flat slab top, base riser section with
integral floor or rs detailed on the drawings.
C. Steps:
Ductile-iron or Jluminum, integrally cast into catch basin sidewalls.
I
~
D.
Cast or OuctilJ-iron, 26" diameter flat grate, heavy-duty complying with F.S.
RR-F-621 and ASTM A220.
E.
2.05. Riprap:
~
The stone used for stone slope protection shall be sound, rough, dense and resistant
to the action of air nd water and.. satisfactory to the Engineer. The stone shall have
a density of not Ie s than 150 pounds per cubic foot Neither the breadth nor the
thickness of any pi ce of stone shall be less than one-third of its length. The stone
will be subject to nspection on delivery and if found to be improper gradation or
quality, it will be "jected. The stone shall consist of quarry run sizes, graded as
speCified. below:
... ..i...i..~~t~:~!i~f'iI~~!:\I\.I~.i~.l1t;;..;<...
SmallerthantheGiVell Size. ...
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STORM SEWAGE SYST~MS
02720-'7
S&P Project No. G124-06-02
Main Interceptor Upgrade Replace ent Phase II
Augusta Utilities Project No. 00007
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E.
Install in accor ance with the manufacturer's installing recommendations and in
accordance wi h the "Handbook of Steel, Drainage and Highway Construction
Products", publ shed by the American Iron & Steel Institute.
F.
Clear interior 0 piping of dirt and other superfluous material as work progresses.
Maintain swab r drag in line and pull past each joint as it is completed.
In large, acce4ible piping, brushes and brooms may be used for cleaning.
I .
Place plugs in ends of incompleted conduit at end of day or whenever work stops.
Flush lines be een manholes if required to remove collected debris.
-
Make joints be een different types of pipe with standard manufactured adapters
and fittings inte ded for that purpose.
H. Interior Insoectibn:
Inspect piping to determine whether line. displacement or other damage has
occurred.
Make.irispectio 5 after Iirles between manholeS; or manhole locations, have.been
installed and a proxirnately 2' of backfill is in place, and. again at completion of
project.
If inspection in icates poor alignment, debris, displaced pipe, infiltration or other
defects, correct such defects, and reinspect.
3.03 PRECAST CONC ETE MANHOLES:
A. General:
,
Place precastlconcrete sections. as. indicated. Where manholes.. occur in
pavements, se tops of frames and covers flush with finish surface. Elsewhere,
set tops 3" abo e finish surface, unless otherwise indicated.
B. Installation:
-
Install in accordance with ASTM C 891.
STORM SEWAGE SYSTtMS
02720:.9
S&P Project No. G124-o6-02 1
Main Interceptor Upgrade Replace enl Phase II
AugustaUtililies Project No. 00007
The slope pr1tection shall be placed in such a manner as to produce a
reasonable w II-graded mass of material with the minimum practicable
percentage of oids, and shall be constructed within the limits and to the lines,
grades, and se tions shown on the Plans. A tolerance of plus 6 inches or minus
3 inches from t' e limits shown on the Plans will be allowed in the finished surface
on the slope rotection except that the extreme of this tolerance shall not be
continuous ove an area greater than 100 square feet Materials shall be placed
in horizontal la ers starting on the riverward edge of the section and worked up
the slope. Du ping down the slope will not be permitted. Materials shall not be
dropped form height greater than 3 feet. Any damage to the slope due to the
fault of the Con ractor shall be repaired at no expense to the OWNER.
~
3.08 BACKFILLING:
A General:
Conduct backfill operations of open-cut trenches closely following laying, jointing,
and bedding of pipe, and after initial inspection and testing are completed.
-
END OF SECTION 027t
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STORM SEWAGE SYST MS
02720-11
S&P Project No. G124-06-02
Main Interceptor Upgrade Replacem nt Phase II
Augusta Utilities Project No. 00007
-
SECTION 02730 - SANI ARY SEWERS
PART 1 - GENERAL
1.01
I
RELATED DOCU
Drawings and ge eral provisions of Contract, including General and Supplementary
Conditions and Di ision-1 Specification sections, apply to work of this section.
1.02 DESCRIPTION 0
A. General:
Extent of nita sewer work is indicated on drawings and schedules, and
by require ents of this section:
Refer to 0 vision-2 Section 02221: "Excavation, Trenching and Backfilling
for Utility ~ystems" for excavation and backfill required for sanitary sewers;
not work ofl this section.
Refer to. ivision-2 Section 02731:. "Fiberglass Reinforced Pipe" for the
requireme1ts of manufacturing FiberglassReinforced Polymer Mortar Pipe.
- Refer to Di~ision-2: SectiOn02732:"Fiberglass Reinforced.Manholes" for the
requireme ts of manufacturing Fiberglass Reinforced Polymer Mortar Tee
Base Man oles.
Refer to Di ision-3, Sections for concrete work required for sanitary sewers;
not work 0 this section.
1.03 QUALllY ASSU~:
A. Manufactu ler's Qualifications:
B.
Firms regu arly engaged in manufacture of sanitary sewer system's products
of types, 'I aterials, and sizes required, whose ProdUC. ts have been in
satisfacto~ use in similar service for not less than 5 years.
Installers ~ualificatiOns:
Finn with fleas! 3 yea[S ofsuccessfi1i. installation experience on projects
with sanitar sewage work similar to that required for project.
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-
SANITARY SEWERS
02730-1
S&P Project No. G124-06-02 j
Main Interceptor Upgrade Replacem nt Phase"
Augusta Utilities Project No. 00007
Available I Manufacturers: Subject to compliance with requirements,
manufactu ers offering identification markers which may be incorporated in
the work in lude, but are not limited to, the following:
. Allen Systems, Inc.
· Emed Co., Inc.
. Seton Name Plate Corp.
~
2.02
FITTINGS:
General:
Unless sti:ed otherwise the type of pipe shall be:
eth ~
Lesp than 3'................m........Ductile Iron
3' t 10'.................................. SDR35 or FRP as indicated
Gre ter than 10'...................SDR 21 or FRP as indicated.
B.
-
Ductile iro pipe shall be epoxy-lined and conform to ANSI 21.51 (latest
version) w th thickness in accordance with ANSI 21.50 (latest version) for
laying con. ition Type 2, Class 350 for 12" and smaller pipe and Class 200
for 14" andllarger pipe.
1. Joints: ~NSI A21.11, push-on type unless otherwise shown.
-I
2. Coatin9s and Lininqs: All ductile iron pipe and fittings shall be
bitumineus coated on the outside and lined with Protecto 401 Ceramic
Epoxy i1n the inside.
a. coat~ng on the.outside shall be an asphaltic.coating approximately 1
mil hick. The finished coating shall be continuous, smooth, neither
britt e when cold or sticky when exposed to the sun, and shall be
stro I gly adherent to the pipe.
b. protcto 401 Ceramic Epoxy interior lining shall conform to ASTM
E-9 -66, ASTM B-117, ASTM 6-95, ASTM 0-714-87.
The int rior of the pipe shall receive 40 mils nominal dry film thickness
of protfto 401. Lini~g application, inspectio~, certifi~ation,handli~g
and su ace preparation of the area to recelvecoatmg shall be In
accord nce with the Protecto 401 manufacturer specification and
require ents.
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SANITARY SEWERS
02730:"3
S&P Project No. G124-o6-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
~
3. Coatin s and Linin s: All ductile iron pipe and fittings shall be
bitumin us coated on the outside and lined with Protecto 401 Ceramic
Epoxy in the inside.
a. Co "ling on the outside shaU be an asphaltic coating approximately
1 ~il thick. The finished coating shall be continuous, smooth,
neitter brittle when cold or sticky when exposed to the sun, and
sha I be strongly adherent to the pipe.
b. Pro ecto 401 Ceramic Epoxy interior lining shall conform to ASTM
E-9!-66, ASTM B-117, ASTM 6-95, ASTM 0-714-87.
The int rior of the pipe shall receive 40 mils nominal dry film thickness
of Prot$cto 401. Lining application, inspection, certification, handling
and surtace preparation of the area to receive coating shall be in
accord~nce with the Protecto 401 manufacturer specification and
requirerents.
E. Fiber lass Re nforced Pi e: See Section 02731
~
F. 01 eth lene HDPE Pi e: HOPE, in sizes from 4- to 60-inch pipe,
shall conform 0 ASTM D3350 and Plastic Pipe Institute (PPI) PE3408 with cell
classification if 345464C, D or E and SDR rating of 21, unless indicated
otherwise on he drawings. The dimensional and performance. characteristics
shall conform 0 the requirements of ASTM F714. Manufacturer shall provide a
product supply ng a minimum Hydrostatic Design Basis of 1,600 psi at 73.4 deg.
F. Pipe shall b butt fused in accordance to manufacturer's written procedures.
The pipe shal be manufactured by PolyPipe, inc. or Engineer approved or-
equal.
2.03
A.
General: Flrovide precast reinforced concrete sanitary manholes and/or
fiberglass-reinforced polymer manholes as indicated on the plans.
B.
Precast: hall be constructed in accordance with ASTM C-478 and
conform to the details on the project drawings. Belland spigot surfaces
shall be sooth, accurately formed, and provide a loose, sliding fit, with a
clearance etween the bell and spigot of not more than 1/6 inch.
1. Joints J Shall be tongue and groove sealed w. ith f1.eXible gaskets or
mastic sealant. Gaskets shall be O-Ring or Type A or B ''Tylox''
confor ing to ASTM C-443 and mastic shall be "Ram-nek", or
eqUiVal~1 nt, with primer. The primer shall be applied to all contact
surface of the manhole joint at the factory in accordance with the
manufa turer's instructions.
~
SANITARY SEWERS
02730-5
S&P Projed No. G124-06-02 t
Main Interceptor Upgrade Replacem t Phase II
Augusta Utilities Project No. 00007
G. Pi e Conn ctors:
~
For precas manholes - Resilient, complying with ASTM C 923.
For fibergl ss reinforced manholes, see section 02732.
PART 3 - EXECUTION
3.01 INSTALLATION F IDENTIFICATION:
A. General:
3.02
During bac~-fimngltop-soiling of sanitary sewage systems, install continuous
undergrou~?-type plastic line marker, located directly over buried line at 6" to
a" below fi~ished grade.
FPIPE AND FITTINGS:
A.
General:
Install pi pi g in accordance with governing authorities having jurisdiction,
re more stril1genfrequirements are indicated.
-
B.
i
Inspect piptng beforeinstalhation to. detect apparent defects: Mark defective
materials w th white paint and promptly remove from site.
C. Lav Pipe:
D.
Lay Pipin~^reginning at low point of system, true to grades and alignment
indicated, _fth unbroken continuity of invert.
Bell Ends: I
Place bell ~ridS or:~ro6ve ends of ~i~ing. faci~9 upstream.
Gaskets: I
.I.n. s. t.... a... ..I..I.........g.a.......s.... k.. .... .........t.s........... in...... .8... ....c.... ...cordance with..... ma~u~acturer'.s recom.mefl?ations for use
of lubricant ,cements, and other special Installation requirements.
Ductile Ifon~:
i
Install in adcordance with 1994 DIPRA, "Installation Guide to Ductile Iron
Pipe". I
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-
SANITARY SEWERS
02730'-7
S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
~
3.03 SANITARY MANHOLES:
The following installation procedures are for precast concrete manholes. For
fiberglass-reinforced manhole tee-bases, see section 02732.
A. General:
Place precast concrete sections as indicated. Where manholes occur in
pavements, set tops of frames and covers flush with finish surface.
Elsewhere, set tops 3" above finish surface, unless otherwise indicated.
B. Installation:
Install in accordance with ASTM C 891.
C. Rubber Joint Gasket:
Provide rubber joint gasket complying with ASTM C 443 at joints of sections.
o.
Stone Beddinq:
- ...}
Precast manholes shall be bedded on not less than 6 inches of compacted
crushed stone. The crushed stone shall extend not less than 6 inches
outside the walls of the manhole and under the entire length of pipe within
the excavation for the manhole.
E.
Drop Manholes:
Drop manholes shall be built at the locations and in conformance with the
details shown where the difference in ';invert elevation between incoming
pipe and manhole invert is more that 2 feet. The drop pipe shall be the same
size as the influent sewer. Payment for drop manholes will be made at the
unit prices for the various depths stated in the Proposal, and shall include all
necessary pipe, pipe fittings, concrete encasement of drop pipe, extension
of manhole base slab and compacted crushed stone under sewer spanning
the manhole excavation.
3:04 CONCRETE ENCASEMENT OFPIPE:
Where called for on the Plans. sewer pipe shan be completely encased with
concrete. The trench shall first be excavated not less than 6 inches below the bell
of the pipe and the pipe laid to the line and grade on concrete blocking. Concrete
shall then be placed to the full width of the trench, but in no case less than 6 inches
from the pipe bell on either side of the trench, and to a height of not less than 6
inches above the top of the pipe bell. No backfill material shall be placed in the
trench for a period of at least 24 hours after the concrete encasement has been
t
SANITARY SEWERS
02730~9
S&P Project No. G124-o6-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
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The Contractor, at his option, may air test the sanitary sewer line before
backfilling to aid the Contractor in checking for any defects. The testing for
acceptance and compliance with the contract specifications will be performed
after. backfilling has been. completed. If the line does not. meet or exceed the
test requirements, the Contractor shall make repairs to the line as necessary,
and shall retest the line at no additional cost to the Owner.
The. procedure for conducting a.n air test shan be as follows:
1. Clean the pipe section (manhole to manhole reach of sewer) being
~ested. by . propelli~g.. a.~nug-fittinginflated ... ball, ..or. other adequate
method, through the pipe with water> It is important that the pipe be
thoroughly wetted .if consistent r~sults are .to be expected.
2. Plug all pipe outlets with pneumatic plugs. The pneumatic plugs shall be
able to resist internal testing pressures without requiring external
bracing. Give special attention to laterals.
3. Introduce air slowly to the section of pipe under evaluation until the
internal air pressure is raised to 4.0 psig plus any increase required by a
high groundwater level.
~.
4.
Allow the air pressure to stabilize. Air may be added slowly to maintain
a pressure between 3.5 and 4.0 psig for two minutes.
5. After the stabilization period, when the pressure reaches exactly 3.5
psig, the stopwatch is started, and when the pressure reaches exactly
2.5 psig the stopwatch is stopped.
6. If the time required for a one pound pressure drop is not less than the
allowable time for the pipe section under test to lose air, the section shall
pass the leakage test.
7. All persons conducting an air test must be made aware of the fact that
an air test may be dangerous if improperly conducted.
8. Air Testing Table: Table 1 will be used to determine the required test
duration for the section of line being tested.
Tables
1. Explanation of Tables
a. Column A: Nominal diameter of pipe (any pipe material).
b. Column B: Minimum duration of air test regardless of length of line
segment being tested. (e.g., 250 feet of 8" PVC: test duration 3 min.
47 sec.)
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SANITARY SEWERS
02730.::11
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S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
-
G. Visual Inspection and Individual Joint Testinq
,
Pipes 36 inches and larger in diameter shall be visually inspected and air tested
at each joint using a CHERNE Air LoC@ Joint Tester (or equal approved by
Augusta Utilities Department). Joint acceptance testing shall be conducted in
accordance with ASTM C 1103, Standard Practice for Joint Acceptance Testing
of Installed Precast Concrete Pipe Sewer Lines. The test is intended to indicate
whether or not the joints have been properly constructed. The joint to be tested
is to be covered on the inside of the pipe by a ring with two end element sealing
tubes. Air or water, at low pressure, is introduced through a connection on the
ring, into the annular space between the ring and the joint, to a specified
pressure. Once the pressure has stabilized, the amount of air, or water loss in a
specified time lapse determines the acceptability of the joint. The test is a go/no
go test. To ensure consistent results, the joint and the interior joint surface
should be free of debris, and the interior surface should be wetted. The use of
compressed air may be dangerous if the sewer line is not properly prepared,
and proper procedures are not followed. It is imperative that all pressures be
relieved completely, prior to loosening the test apparatus for removal. The lines
pressuring the two element sealing tubes are to be separate from the lines that
pressurize the void. All recommendations and procedures stated by the
apparatus manufacturer should be followed. To reduce hazards and avoid over-
pressurization, the line pressurizing the void volume should include a pressure
relief device.
E. Manhole Testinq
Tee-base manholes, located along the FRPM pipe, shall be tested concurrently
with testing of the pipe, and in accordance with 3.050 Visual. Inspection and
Individual Joint Testinq of this section.
All other manholes shall be free from visible leakage and vacuum tested as
described below in this subsection, prior to acceptance.
Plugging all inlets and outlets: Plug all inlets and outlets, excluding the manhole
top access, using pneumatic or mechanical plugs. Plugs shall be rated for the
pressure required in the test. The Engineer or Authorized Engineers
representative shall be notified at least 48 hours before tests are conducted.
,
Testing Equipment and Procedure: Contractor is to furnish all necessary testing
equipment and perform tests in a manner satisfactory to the Engineer. Provide
an arrangement of testing equipment which will provide observable and
accurate measurements of air leakage under specified conditions. Gauges for
the vacuum testing shall be calibrated with a standardized testing gauge prior
to testing. The calibration shall either be witnessed by the Engineer or Certified
as being calibrated by licensed calibration technician.
SANITARY SEWERS
02730:"15
S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
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Defects such as high and low spots, joint separations, offset joints, chipped
ends, cracked or damaged pipe, infiltration points and debris in lines shall be
corrected by the contractor, at his expense. For joint separations, low spots,
and chipped ends, the following maximum acceptable limits shall apply.
. Joint Separations - % inch
· Low Spots - % inch maximum depth for pipes less than or equal to 12
inches in diameter; 1 inch maximum depth for pipes greater than 12
inches in diameter.
. Chipped Ends - % inch
1. The complete job is ready for television inspection when the following
work has been completed:
J ..
a. All sewer pipelines are installed and backfilled
b. All structures are in place, all channeling is complete and pipelines
are accessible from structures
c. All other underground facilities, utility piping and conduits are
installed
d. Final street subgrade and/or trench backfill is complete and ready
for asphaltic concrete paving.
e. Pipelines to be inspected have been preliminary balled and flushed
or cleaned with a high pressure cleaner.
f. Final air test has been completed and approved.
2. When the above work is complete, the Contractor shall arrange for the
television inspection.
3. The Contractor shall notify the Augusta Utilities Department in writing 24
hours prior to the scheduled date of the television inspection.
4. After conditions "a" thru "f as outlined in "1" above are met, the entire job
will be initially televised and videotaped in the presence of the Augusta
Utilities Department. Water shall be introduced into the pipeline as
approved by the Augusta Utilities Department. The tapes and reports shall
be delivered to the. Augusta Utilities Department immediately after
completion of the television inspection.
5. Videotapes will be %-inch VHS format magnetic tape and the audio and
video portions will be free of electrical interference and. excessive
background noise.
J
6. The audio report shall be recorded by the operating technician on the
videotapes as they are being produced and shall include the location of
the sewer, the names and numbers of the manholes involved, the
direction of travel and a description of all lateral locations and conditions in
the sewer line as they are encountered.
SANITARY SEWERS
02730-17
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S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
SECTION 02731 - FIBERGLASS REINFORCED POLYMER MORTAR PIPE
1.01 DESCRIPTION: Fiberglass Reinforced Polymer Mortar (FRPM) Piping Systems
are designed for gravity sewer applications for sanitary sewer systems, storm
sewers and industrial applications.
1.02 REFERENCE SPECIFICATIONS: This specification references American
Society of Testing and Materials (ASTM) standard specifications, which are
made a part hereof by such reference and shall be the latest edition and revision
thereof.
ASTM 04161
Standard Specification for "Fiberglass" (Glass-Fiber-
Reinforced Thermosetting-Resin) Sewer Pipe
Standard Specification for "Fiberglass" (Glass-Fiber-
Reinforced Thermosetting-Resin) Pipe Joints Using
Elastomeric Seals. .
Standard Test Method for Determination of External
Loading Characteristics of Plastic Pipe by Parallel Plate
Loading.
ASTM D2412
~
1.03 SUBMITTALS:
A. Contractor shall submit load and pipe calculations confirming selected pipe
behavior. Load calculations shall include, but not limited to, buckling
resistance, pipe deflection, pipe wall strain cracking and wall crushing load.
All design calculations shall be sealed by a Registered Professional Engineer
of the state where the work is being performed.
B. Product data submittals to include the following are as a minimum:
1. Details of the proposed pipe.
2. Details of proposed manholes.
3. Properties, strengths, etc. of the pipe.
4. Joint detail drawing, including maximum interior joint gap opening, in the
deflected position and in the straight alignment.
5. Instructions on storage,handling, transportation, and pipe installation.
6. Standard catalog sheets.
7. Gasket type and composition showing ability to withstand the chemicals
and conditions within sanitary sewers.
8. Pipe laying schedule.
9. Connections to all proposed structures including water stop.
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FIBERGLASS REINFORCED POLYMER MORTAR PIPE
02731-1
S&P Project No. ~124-Q6-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
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2.03 GRAVITY SERVICE - DIRECT BURY INSTALLATION
A. Pipes: Manufacture pipe by the centrifugal casting process to result in a
dense, non-porous, corrosion-resistant, consistent composite structure.
The pipes shall be manufactured in accordance with ASTM 03262.
1. The actual outside diameter for 18- to 48-inch pipes shall be equivalent to
ductile iron pipe of the same size in accordance with ASTM 03262. For
pipes greater than 48-inch diameter, outside diameter shall be as
indicated in manufacturer's literature.
2. Pipe shall be supplied in nominal lengths of 20 feet. Actual laying length
shall .be nominal plus 1 to minus 4 inches. At least 90 percent of the total
footage of each size and class of pipe, excluding special order lengths,
shall be furnished in nominal length sections.
3. Minimum wall thickness shall be Class SN 46. or stated design thickness
,whichever is greater.
4. Pipe ends shall be square to the pipe axis with a maximum tolerance of
1/8-inch.
~
B.Joints: Unless otherwise specified, the pipe shall be field connected with
fiberglass sleeve couplings that utilize elastomeric sealing gaskets made of
EPDM rubber compound as the sole means to maintain jointwatertightness.
The joints must meet the performance requirements of ASTM 04161. Joints
at tie-ins, when needed, may utilize fiberglass,gasket.:.sealed closure
couplings.
1. Where pipe is connected to ductile iron pipe; joints shall be as detailed on
the Drawings, in accordance with manufacturer's recommendations.
C. Fittings: Flanges, elbows, reducers, tees, wyes, laterals and other fittings
shall be capable of withstanding all operating conditions when installed. They
may be contact molded or manufactured from mitered sections of pipe joined
by glass-tiber-reinforced overlays.
1. Ductile iron pipe fittings as specified in Section 02720, Storm Sewage
Systems, may be used.
2.04 GRAVITY SERVICE - JACKING INSTALLATION
A. Pipes: Manufacture pipe by the centrifugal casting process to result in a
dense, non-porous, corrosion-resistant, consistent composite structure:
The pipes shall be manufactured in accordance with ASTM 03262.
1. The actual outside diameter for 18- to 48-inch pipes shall be equivalenttb
ductile iron pipe of the same size in accordance with ASTM 03262. For
pipes greater than 48-inch diameter, outside diameter shall be as
indicated in manufacturer's literature.
2. Pipe shall be supplied in nominal lengths of 20 feet. Actual laying length
shall be nominal plus 1- to minus 4-inches. At least 90 percent of the total
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FIBERGLASS REINFORCED POLYMER MORTAR PIPE
02731-3
S&P Project No. G124-D6-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
~
B. Pipe Handlino: Use of slings, ropes or forklift is recommended. Do not use
chains or cables.
C. Jointino:
1. Thoroughly clean the pipe bell coupling grooves and rubber gaskets to
ensure no dirt is present.
2. Apply a pipe lubricant to the pipe ends and gaskets. Use only the
lubricant supplied by the manufacturer.
3. Use suitable methods to push or pull the pipes together without damaging
the pipes. Do not exceed forces recommended by the manufacturer for
coupling the pipe.
4. Join pipes in straight alignment then deflect to required angle. Maximum
deflection angle shall not exceed 3/4 degrees, unless otherwise permitted
by the manufacturer.
3.02 FIELD TESTING:
A. Infiltration/Exfiltration Test: Maximum allowable leakage shall not exceed
local specification requirements.
B. Low Pressure Air Test: After completing backfill of a section of gravity sewer
line, conduct a Line Acceptance Test using low pressure air. The test shall be
performed using the below stated equipment, according to state procedures
and under the presence of ENGINEER with 48 hours advanced notice
provided.
1. Pneumatic plugs shall have a sealing length equal to or greater than the
diameter of the pipe to be inspected.
2. Pneumatic plugs shall resist internal bracing or blocking.
3. All air used shall pass through a single control panel.
4. Three individual hoses shall be used for the following connections:
a. From control panel to pneumatic plugs for inflation.
b. From control pan~1 to sealed line for introducing the low pressure air.
c. From sealed line to control panel for continually monitoring the air
pressure rise in the sealed line.
5. Procedures:
a. All pneumatic plugs shall be seal tested before bein~;f used in the actual
test installation. One length of pipe shall be laid On the ground and
sealed at both ends with the pneumatic plugs to be checked. Air shall
be introduced into the plugs to 25 psi. The sealed pipe shall be
pressurized to 5 psL The plugs shall hold against this pressure without
bracing and without movement of the plugs out of the pipe.
b. After a manhole to manhole reach of pipe has been backfilled and
cleaned and the pneumatic plugs are checked/by the above procedure,
the plugs shall be placed in the line ateach manhbleand inflated to 25
psi. Low pressure air shall be introduced into this sealed line until the
internal air pressure reaches 4 psi greater than the average back
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FIBERGLASS REINFORCED POLYMER MORTAR PIPE
02731-5
S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
~
6. Individual Joint Testing: For pipes 36-inch and larger; individual joints
may be pressure tested with a portable joint tester. Individual joint testing
shall be conducted in accordance with Section 02730, Sanitary Sewers.
7. Deflection - Maximum allowable long-term deflection shall not exceed 3
percent of the initial diameter.
END OF SECTION 02731
J
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FIBERGLASS REINFORCED POLYMER MORTAR PIPE
02731-7
S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
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SECTION 02732 - FIBERGLASS REINFORCED POLYMER MORTAR MANHOLE
(FRPM)
PART 1 - GENERAL
1.01 DESCRIPTION OF WORK:
A. Section includes fiberglass reinforced polymer mortar manhole tee bases.
1.02 REFERENCES:
A. ASTM 03753 - Standard Specification for Glass-Fiber-Reinforced Polyester
Manholes and Wetwells
B. ASTM 03262 - Standard Specification' for "Fiberglass" (Glass-Fiber-
Reinforced Thermosetting Resin) Sewer Pipe
C. ASTM 04161 - Standard Specification for "Fiberglass" (Glass-Fiber-
Reinforced Thermosetting Resin) Pipe Joints Using Flexible Elastomeric
Seals
D.
ASTM 02412 - Standard Test Method for Determination of External Loading
Characteristics of Plastic Pipe by Parallel Plate Loading
-
1.03 SUBMITTALS:
A. Product Data:
Submit manufacturer's technical product data and installation instructions for
manhole system materials and products.
C. Shop Drawings:
Submit shop drawings for manhole systems, showing materials, size,
locations, and inverts. Include details of manhole layers, segmented
manholes, manhole bottoms, bench areas, and stub-outs alldconnections.
2.01 MANUFACTURERS
A. Acceptable Manufacturers: Subject to compliance with requirements,
manufacturers offering products which may be incorporated in the work
include, but not limited to, the following:
1. L.F. Manufacturing, Inc.
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FIBERGLASS REINFORCED POLYMER MORTOR MANHOLES
02732....1
S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
G. Stubouts and Connections: Where indicated on Drawings, stubout or
connection pipe must be performed by sanding, priming, and using resin
fiber-reinforced hand lay-up. The resin and fiberglass shall be the same
type and grade as used in the fabrication of the fiberglass manhole.
Inserta-Tee fittings may be requested and installed per manufacturer's
instructions. Kor-N-Seal boots may be installed by the manhole
manufacturer using fiberglass reinforced pipe stubouts for the Kor-N-Seal
boot sealing surface.
H. Manhole Bottom: Fiberglass manholes will be required to have resin fiber-
reinforced bottom. Oeeper manholes may require a minimum of two
fiberglass channel stiffening supports. All fiberglass manholes
manufactured with a fiberglass bottom will have a minimum 3-inch wide
anti-flotation ring. The manhole bottom shall be a minimum of % inch
thick.
I. Fiberqlass enclosed invert and bench area: A fiberglass enclosed invert
and bench area shall be installed in the manhole by the manufacturer.
The invert will be formed using a non:.corrosive material and completely
enclosed in a minimum 1/4-inch layer of fiberglass chop.
J. Heiqht Adiustment: Fiberglass manholes must have the ability to be
height adjustable with the use of a concrete height adjustment ring.
Height adjustment can be made as a field operation without the use of
uncured resins or fiberglass lay-ups. Fiberglass manholes must maintain
all load and soundness characteristics required by AS.T.M. 03753 after
height adjustment has occurred.
K. Interior Access: All manholes shall be designed so that a ladder or step
system can be supported by the installed manhole.
1. All manholes risers shall have steps constructed from non-corrosive
aluminum alloy equivalent to Neenah R-1982-W or polypropylene
equivalent to M.A Industries, Type PS-1 or PS-1-PF. The steps
shall be installed at the factory and in accordance with the
recommendations of the step manufacturer. Manholes will not be
acceptable if steps are not installed accordingly, and properly
aligned vertically.
Manwav Reducer: Manway reducers will be concentric with respect to the
larger portion of the manhole diameters through 60 inches. Larger
manholes may have concentric or eccentric manway reducer openings.
Cover and Rinq Support: The manhole shall provide an area from which a
concrete grade ring or brick can be installed to accept a typical metal ring
FIBERGLASS REINFORCED POLYMER MORTOR MANHOLES
02732:.3
S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
C. Wall Thickness: Fiberglass manholes 48" in diameter and up to 20 feet in
depth will have a minimum wall thickness of 0.3125 inches. Fiberglass
manholes 48" in diameter and 20 feet to 30 feet in depth will have a
minimum wall thickness of 0.5 inches.
O. Diameter Tolerance: Tolerance of inside diameter shall be +/- 1% of
required manhole diameter.
E. Load Ratinq: The complete manhole shall have a minimum dynamic-load
rating of 16,000 Ibs.(HS-20) when tested in accordance with AS.T.M.
37538.4 (note 1). To establish this rating the complete manhole shall not
leak, crack, or suffer other damage when load tested t040,000 Ibs. and
shall not deflect vertically downward more than 0.25 inch at the point of
load application When . loaded tel24,OOO Ibs.
1. Where manholes are located within 10-feet of the edge or under the
roadway, they shall be c:apableofwithstanding HS-20 load rating.
F. Stiffness: The manhole cylinder shall have the minimum pipe-stiffness
values shown in the table below when tested in accordance with ASTM
D3753, 8.5 (note 1 );
LENGTH.;..FT.
3 -6.5
7 - 12.5
13 - 20.5
21 - 25.5
26 - 35
F/AY - PSI
0,75
1.26
2.01
3.02
5.24
G. Soundness: In order to determine soundness, the manufacturer shall
apply an air or water pressure test to the manhole test sample. Test
pressure shall not be lessthan3psig or greater than 5 psig. While holding
at. the established pressure, inspect the entire manhole for leaks. Any
leakage throiJ'gh the laminate is cause for failure of the test. Refer to
ASTM D3753, 8.6.
H. Chemical Resistance: The fiberglass manhole and all related components
shall be fabricated from corrosion proof material suitable for atmospheres
containing hydrogensulfide.anddilute sulfuric acid as well as other gases
associated with the wastewater collection system.
FIBER.GLASS REINFORCED POLYMER MORTOR MANHOLES
02732-5
S&P Projed No. G124-o6-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Projed No. 00007
lowered into the wet concrete and brought to plumb; Pour reinforced
concrete over the anti-flotation flange. The concrete shall be a minimum
of one foot deep and two feet from outside wall of the manhole. More
concrete may be required in high water tablef areas. In high water table
areas you should consultyolJr Engineer for backfill requirements.
B. Internal Bottom Channel Stiffeninq Supports: Manholes with internal
bottom. FRP Channel stiffening supports will require that concrete be
poured on the inside.. of the manhole to a depth equal . to that of the
stiffening support. This is typically 4 - 6 inches. This is NOT required on
manholes that have a factory installed integral fiberglass bench and invert
area.
C.
Concrete Encasement of Tee Base: After assembly to the line pipe, encase
the tee base in concrete to support the riser structure and to prevent
distortion of the tee base from overburden loads.
1. Tee base manholes shall be encased with concrete as shown in the
plans. The trench shall first be excavated not less than 6 inches
below the manhole and the tee base laid to the line and grade on
concrete blocking.
2. Concrete shall then be placed to the full width of the trench, but in
no case less than 6 inches from the manhole on either side of the
trench, and to a height so that only the indicated length of the riser
neck remains exposed.
3. No backfill material shall be placed in the trench for a period of at
least 24 hours after the concrete encasement has been placed.
~.
D. Load Ratinq: After the manhole is set, risers that require load rating shall
be reinforced in the field by the Contractor in accordance with
Manufacturer's instructions. This may include installation of reinforced
concrete or precast adjustment rings in order to achieve load ratings.
Manufacturer's Representative shall inspect the load rated application for
conformance to their requirements prior to roadway or finished surface
placement.
3.03 BACKFILL:
A. Backfill Material: Unless shown otherwise on drawings and approved by
the engineer, sand, crushed stone, or pea gravel shall be used for backfill
around the manhole for a minimum distance of one foot from the outside
surface and extending from the bottom of the excavation to the top of the
reducer section. Suitable material chosen from the excavation may be
used for the remainder of the backfill. The material chosen shall be free of
large lumps or clods, which will not readily break down under compaction.
This material will be subject to approval by the engineer.
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FIBERGLASS REINFORCED POL YMERMORTOR MANHOLES
02732-'-7
S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
SECTION 02733 - FIBERGLASS REINFORCED POLYMER MORTAR JACKING PIPE
PART 1 - GENERAL
Section includes fiberglass reinforced polymer mortar jacking pipe.
1.01 REFERENCES:
A. ASTM 03262 - Standard Specification for "Fiberglass" (Glass-Fiber-
Reinforced Thermosetting Resin) Sewer Pipe.
B. ASTM 04161 - Standard Specification for "Fiberglass" (Glass-Fiber-
Reinforced Thermosetting Resin) Pipe Joints Using Flexible Elastomeric
Seals
C. ASTM D2412 - Standard Test Method for Determination of External Loading
Characteristics of Plastic Pipe by Parallel-Plate Loading
PART 2 - PRODUCTS
2.01 MATERIALS:
A. Resin Systems: The manufaCturer shall use only polyester resin systems with a
proven history of performance in this particular application. The historical data
shall have been acquired from a composite material of similar construction and
composition as the proposed product
B. Glass Reinforcements: The reinforcing glass fibers used to manufacture the
components shall be of highest quality COrl1 mercia I grade E-glass filaments with
binder and sizing compatible, with impregnating resins.
C. Silica Sand: Sand shall be minimum 98% silica with a maximum moisture
content of 0.2%.
D. Additives: Resin additives, such as curing agents, pigments, dyes, fillers,
thixotropic agents, etc., when used, shall not detrimentally effect the
performance of the product
E. Elastomeric Gaskets: Gaskets shall meet ASTM F477 and be supplied by
qualified gasketmahufaCturersandbe.. suitable for the service intended.
2.02 MANUFACTURE AND GONSTRUCTION:
A. Pipes: ManufaCture pipe by the centrifugal casting process to result in a dense,
nonporous, corrosion-resistant, consistent composite structure.
FRPM JACKING PIPE
02133::'1
S&P Project No. G124-06-o2
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
2.05 OWNER INSPECTION:
A. The Owner or other designated representative shall be entitled to inspect pipes
or witness the pipe manufacturing.
B. Should the Owner request to see specific pipes during any phase of the
manufacturing process, the manufacturer must provide the Owner with
adequate advance notice of when and where the production of those pipes will
take place.
2.06 PACKAGING, HANDLING AND SHIPPING:
Packaging, handling and shipping shall be done in accordance with the
manufacturer's instructions.
PART 3 -INSTALLATION
3.01 GENERAL:
The installation of pipe and fittings shall be in accordance the plans and
specifications and the manufacturer's requirements.
3.02 PIPE HANDLING:
Use textile slings, other suitable materials or a forklift. Use of chains or cables in not
recommended.
3.03 JOINTING:
Clean ends of the pipe and joint components. Apply joint lubricant to the bell interior
surface and the elastomeric seals. Use only lubricants approved by the pipe
manufacturer. Use suitable equipment and end protection to push the pipes together.
Do not exceed forces recommended by the manufacturer for joining or pushing pipe.
3.04 FIELD TESTS:
All field testing shall be in accordance with Section 02730 of these specifications.
3.04 MEASUREMENT AND PAYMENT:
Measurement and payment for items provided under this Section shall be in
accordance with Section 01150.
END OF SECTION 02733
~
FRPM JACKING PIPE
02733-3
S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
SECTION 02734 - PROFILE WALL POLYETHYLENE PIPE
PART 1 - GENERAL
1.01 DESCRIPTION: Profile Wall Polyethylene Piping Systems are designed for
gravity sewer applications for sanitary sewer systems, storm sewers and
industrial applications.
A. This specification section is only to be used as part of Alternative NO.1.
1.02 REFERENCE SPECIFICATIONS: This specification references American
Society of Testing and Materials (ASTM) standard specifications, which are
made a part hereof by such reference and shall be the latest edition and revision
thereof.
ASTM 02321
Standard Practice for Underground
Thermoplastics Pipe for Sewers and
Flow A lications.
Specification for Polyethylene (PE) Large Diameter
Profile Wall SeWer and Drain Pipe.
Specification for Polyethylene Plastics Pipe and Fittings
Materials.
ASTM F894
ASTM 03350
ISO 9001 :2000 Quality management systems- Requirements
2.01 ACCEPTABLE MANUFACTURER: Subject to compliance with requirements,
manufacturers offering fiberglass reinforced polymer pipe which may be
incorporated into the work, but are not limited to, the following:
A. Weholite.
B. No "or equals" or substitutions will be permitted for this Project.
. A. The pipe shall only be manufactured from a high density polyethylene material
which meets or exceeds the minimum cell classification requirements for base
materials as specified in ASTMF894 when classified in accordance with
ASTM 03350. Manufacturer shall certify that the materials used to
manufacture pipe and fittings meet these requirements.
PROFILE WALL POLYETHYLENE PIPE
02734-'1
S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
E. The pipe shall be homogenous throughout and free from visible cracks, holes,
foreign inclusions or other injurious defects. The pipe shall be as uniform as
commercially practical in color, opacity, density and other physical properties.
2.04 JOINING AND CONNECTING
A. Joints between profile cut 'end treatments' on pipes and fittings shall be made
in the field, by the pipe manufacturer's 'joining technicians' using appropriate
extrusion welding procedures. Each individual performing welding must be
acknowledged by the Manufacturer as having the necessary skills to
undertake the work.
B. Surface Preparation: Areas to be joined shall be dean and dry. The pipe
ends to be welded must Rave a 9Qo weld bevel (450 on abutting faces) with a
depth that is a minimum of 1.5 times the thickness of the pipe wall that is being
welded. When a pipe is cut to length on site, the weld bevel preparation shall
be part of the preparation for welding;. The weld bevel may be produced using
a router or by grinding. All surfaces that Will receive extrusion weld material
shall be abraded using a hand scraper or grinder to remove surface oxidation
that may have occurred subsequent to the weld bevel preparation.
C. Weldinq Methods:
1. 'Manual' 10 weld only.
D. Manual Extrusion Weldinqon ID:
1. External band clamps may be used to assist with pipe alignment. The
external clamp shall be .placed by the contractor under the direction of the
KWH Pipe joining technicians. Temporary internal braces or jacks may
also be used to assist with pipe wall alignment. Pipe ends shall be
positioned to align the notches and to provide the maximum amount of
surface contact between adjacent pipe faces while minimizing or
eliminating the space between pipe ends. Welding is completed by KWH
Pipe joining technicians using the manual extrusion welding procedure
recommended by the pipe manufacturer on the inside bevel that follows
the profile winding.
E . Joininq of FittinQs: Fittings - including Wyes; Tees, Elbows and other custom
fittings, shall be produced at the manufacturer's facilities. On site joining shall
be carried out as described above,
A. PE Manholes: Pipe shall be welded to PE manholes by manLlal extrusion
welding techniques on both the outer diameter of the manhole and the inner
diameter of the manhole. PE manholes may be pre-benched in the
PROFILE WALL POLYETHYLENE PIPE
02734-3
S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
codes. All necessary precautions shall be taken to ensure a safe working
environment.
E. Foundation and Grade: Pipe shall be laid on astable foundation that provides
continuous support to the pipe. Unstable trench bottom soils shall be removed
and a 6" bedding of Class 'IB' or bettermaterial as defined in ASTM D2321,
shall be placed as a bedding base (foundation). Excess groundwater shall be
removed from the trench before laying the bedding and pipe. A trench cut in
rock or stony soil shall be' excavated to. 6 " below pipe bOttom grade, and
brought back to grade with Class 'iB' or better material/ All protrusions,
boulders and large stones shall be remOved. The bedding shall be graded to
the required slope before placing the pipe in the trench. Where bedding must
be removed for pipe jointalighment and joining purposes, the bedding shall be
replaced and compacted in accordance with the contract requirements.
F. Pipe placement and Aliqnment Pipe is to be placed by the contractor to grade
and the ends aligned as described in' Part 2.
G. Primary Backfill: Primary Backfillinaterial soil type and particle size shall be
Class 'IA' to Class' 'IV-A' as described in ASTMD2321 and as limited by Table
2 in that standard,oras described in the contract dOcuments. The primary
backfill shall be placed and cOmpacted in6"L 12" lifts to at least 85%
Standard Proctor Density or to such other higher density-aS required by the
project engineers to enable the design sOil stiffness value to be obtained. The
primary backfill shall eXtend b'at least 6" above the pipe crown. During
backfillingandcompactihg; care shall be taken to ensure the haunch areas
below the spring-line are completely free of voids.
H. Final Backfill: Final backfill shall be placed and compacted to finished grade as
required by the contract documents. Native soil may be used provided the soil
is free of debris, stones, boulders, clumps, etc larger than 3" in their largest
dimension up to a height of 24" above the top of the pipe.
3.02 FIELD TESTING:
A Infiltration/Exfiltration Test Maximum allowable leakage shall not exceed
local specification requirements.
B. Low Pressure Air Test After completing backfill of a section of gravity sewer
line, conduct a Line Acceptance Test using low pressure air. The test shall be
performed using the below stated equipment, according to state procedures
and under the presence of ENGINEER with 48 hours advanced notice
provided.
1. Pneumatic plugs shall have a sealing length equal to or greater than the
diameter of the pipe to be inspected.
2. Pneumatic plugs shall resist internal bracing or blocking.
PROFILE WALL POLYETHYLENE PIPE
02734::..5
S&P Project No. G124-06-o2
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
Pipe Diameter
In Inches Minutes
18 8.5
20 9.4
24 11.5
30 14.2
36 17.0
42 19.8
48 22.7
54 25.5
60 28.3
63 29.7
66 31.2
69 32.6
72 34.0
84 39.6
Time in minutes = 0.472 D
o = Diameter of pipe in inches.
c. In areas where ground water is known to exist, the CONTRACTOR
shall install capped pipe adjacent to the top of one of the sewer lines.
This shall be done at the time the sewer line is installed. Immediately
prior to the performance of the Line Acceptance Test, the ground water
shall be determined by removing the pipe cap, and a measurement of
the height in feet of water over the invert of the pipe shall be taken.
The height in feet shall be divided by 2.3 to establish the pounds of
pressure that will be added to all readings.
L For example, if the height of water is 11-1/2 feet, then the added
pressure will be 5 psL This increases the 3.5 psi to 8.5 psi, and the
2.5 psi to 7.5 psL The allowable drop of one pound and the timing
remain the same.
d. If the installation fails to meet this requirement, CONTRACTOR shall,
at their expense, determine the source of leakage. CONTRACTOR
shall then repair or replace all defective materials and/or workmanship_
6. Individual Joint Testing: For pipes 36-inch and larger; individual joints
may be pressure tested with a portable joint tester. Individual joint testing
shall be conducted in accordance with Section 02730, Sanitary Sewers.
7. Deflection - Maximum allowable long-term deflection shall not exceed 3
percent of the initial diameter.
END OF SECTION 02734
PROFILE WALL POLYETHYLENE PIPE
02734-7
S&P Project No. G124-o6-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
1.01 DESCRIPTION OF WORK:
A The intent of this document is to specify appropriate design procedures,
material specifications and fabrication methods for HOPE manhole structures.
1. This specification section is only to be used as part of Alternative No. 1.
1.02 REFERENCES:
This document references the following standard ASTM specifications, which are
made a part hereof by such reference and shall be the latestedition and revision.
ASTM 01759
Standard Practice for Design of HOPE Manholes for
Subsurface Applications.
ASTM F894
Specification for Polyethylene (PE) Large Diameter Profile
Wall Sewer and Drain Pipe.
ASTM F714
Standard Practice or Polyethylene (PE) Plastic Pipe (SDR-
PR) Based on Outside Diameter.
ISO 9001 :2000
Quality management systems - Requirements
1.03 SUBMITTALS:
A Product Data:
Submit manufacturer's technical product data and installation instructions for
manhole system materials and products.
C. Shop Orawinqs:
Submit shop drawings for manhole systems, showing materials, size,
locations, and inVerts, Include details of manhole layers, segmented
manholes, manhole bottoms, bench areas, and stub"'-olJtsarld COnnections.
PROFILE WALL POLYETHYLENE MANHOLES (HOPE)
02135-1
S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
l
1. When more than 1 length of riser pipe is used to fabricate the riser,
the termination of the helically wound profile that forms the pipe
shall be manufactured with a 300 plated end cut.
2_ The pipe shall have a minimum Ring Stiffness Class of 250 Lb./Ft as
defined in ASTM F894.
3. The pipe shall be manufactured in such a manner that the pipe is
available in lengths from 3-60 feet. A variety of lengths are available
to accommodate installation, storage or varying ground conditions.
Unless otherwise stated, the standard laying length shall be 50 feet
(15 meters). Each standard and random length of pipe in compliance
with ASTM F894 shall be clearly marked as such as required by the
standard.
4. The pipe shall be homogenous throughout and free from visible
cracks, holes, foreign inclusions or other injurious defects. The pipe
shall be as uniform as commercially practical in color, opacity,
density and other physical properties.
2.03 DESIGN REQUIREMENTS
A. Manholes shall be designed in accordance with the requirements of ASTM
01759. The design shall be based on the site conditions identified on the
project drawings and / or as identified by the owner.
2.04 FACTORY FABRICATION REQUIREMENTS:
A. Manholes shall be factory fabricated to ensure consistency in product
assembly.
B. All joints in riser pipe sections shall be formed by extrusion welding along
the helical 'profile Gut' joints. Unless otherwise specifically noted on the
contract documents, the profile winding shall be cut and.. sealed at a 900
angle, prior to extrusion welding of adjacent sections, to prevent flow
along the pipe wall helix.
C. All joints in solid wall pipe shall be by fusion welding unless specifically
stated otherwise on the contract dOcuments.
D. All joints between the HDPE base plate, manhole' base slope sections,
manhole riser pipe, and mainline pipe extensions, shall be by extrusion
welding. All extrusion welds shalrcontormto the requirements of the
contract documents and WPS KWH01 (or equivalent).
E. MarkinQ and Identification: Each manhole shall be marked on the inside
and outside with the following information:
1. Manufacturer's name or trademark.
2. Manufacturer's factory location.
PROFILE WALL POLYETHYLENE MANHOLES (HOPE)
02735'-3 .
S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utitities Project No. 00007
PART 3 -INSTALLATION
3.01
A Do not drop or impact the manhole. Manhole may be lifted by inserting a
4"x4"x30" timber into the top of manhole with cable attached or by a sling
or"choker" connection around the center of manhole, lift as required. Use
of chains or cables in contact with the manhole surface is prohibited.
3.02 INSTALLATION:
A. Closed Bottom Manhole Installation: Bottom of excavation should be
compacted to 95% Standard Proctor Density. Manholes with diameters
less than 60 inches and depths less than 12 feet, require a base of 6
inches of crushed stone. Manholes with depths of 1 0 feet and greater,
and diameters of at least 48 inches should have a poured reinforced
concrete base at least one foot deep and at least two feet larger than
fiberglass manhole outside diameter. The manhole shall be lowered into
the wet concrete and broughtto plumb. Pour reinforced concrete over the
anti-flotation flange. The concrete shall beaminimum of one foot deep
and two feet from outside wall of the manhole. More concrete may be
required in high water table areas. In high water table areas consult
manufacturer's engineer for backfill requirements.
R Internal Bottom Channel StiffeninCl Supports: Manholes with internal
bottom channel stiffening supports. will.. require that concrete be poured on
the inside of the manhole to a depth equal to that of the stiffening support.
This is typically 4 - 6 inches. This is NOT required on manholes that have
a factory installed integral bench and invert area.
C. Concrete Encasementof Tee Base: After assembly to the line pipe, encase
the tee base in concrete to support the riser structure and to prevent
distortion of the tee base from overburden loads.
1. Tee base manholes shall be encased with concrete as shown in the
plans. The trench shall first be excavated not less than 6 inches
below the manhole and the tee base laid to the line and grade on
concrete blocking.
2. Concrete shall then be placed to the full width of the trench, but in
no case less than 6 inches from the manhole on either side of the
trench, and to a height so that only the indicated length of the riser
neck remains exposed.
3. No backfill material shall be placed in the trench for a period of at
least 24 hours after the concrete encasement has been placed.
PROFILE WALL POLYETHYLENE MANHOLES (HDPE)
02735'-5
S&P Project No. G124-06-o2
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
SECTION 03310 - CONCRETE WORK
PART 1 - GENERAL
1.01 RELATED DOCUMENTS:
Drawings and general provisions of Contract, including General and Supplementary
Conditions and Division-1 Specification sections, apply to work of this section.
1.02 SUMMARY:
Extent of concrete work is shown on drawings.
1.03 SUBMITTALS:
A. Product Data:
Submit data for prop~etary. materials and items, including reinforcement and
forming accessories, admixtures, patching compounds, waterstops, joint systems,
curing compounds, and others as requested by Engineer.
B. Shop Drawinqs: Reinforcement:
Submit original shop drawings for fabrication, bending, and placement of concrete
reinforcement. Comply with. ACI315 "Mclnual of Staridard Practice for Detailing
Reinforced Concrete Structures" showing bar schedules, stirrup spacing,
diagrams of bent bars, arrangement of concrete reinforcernent. Include special
reinforcement required for openings through concrete structures.
C. Laboratory Test Reports:
Submit laboratory test reports for concrete materials and mix design test.
1.04 QUALITY ASSURANCE:
A. Codes and Standards:
Comply with provisions of following codes, specifications, and standards, except
where more stringent requirements are shown or specified:
ACI 301 "Specifications for Structural Concrete for Buildings".
ACI305 "Hot Weather Concreting-ACl305R (Rev. 1982)."
ACI315 "Details and Detailing of Concrete Reinforcement."
~
CONCRETE WORK
03310-1
S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
C. Forms for Unexposed Finish Concrete:
Plywood, lumber, metal, or other acceptable material. Provide lumber dressed on
at least 2 edges and one side for tight fit
D. Forms for Cvlindrical Columns and Supports:
Metal, fiberglass reinforced plastic, or paper or fiber tubes. Construct paper or
fiber tubes of laminated plies using water-resistant adhesive with
wax-impregnated exterior for weather and moisture protection. Provide units with
sufficient wall thickness to resist loads imposed by wet concrete without
deformation.
E. Form Coatinqs:
Provide commercial formulation form-coating compounds that will not bond with,
stain, nor adversely affect concrete surfaces, and will not impair subsequent
treatments of concrete surfaces.
F. Form Ties:
Factory-fabricated,. adjustable-length, .. removable.. or snap.. off metal.form ties,
designed to prevent form deflec:tion~nd.. topreventspalling concrete upon
removal. Provide units which will leave no metal closer than 1-1/2" to surface.
Provide ties which, when removed, will leave holes not larger than 1" diameter in
concrete surface.
2_02 REINFORCING MATERIALS:
A. Reinforcinq Bars:
ASTM A615, Grade 60, deformed.
B. Welded Wire Fabric:
ASTM A 185,vvelded steel vvlretabric.
C. Supports for Reinforcement:
Bolsters, chairs, spacers, and otherdeyj(:esfofsp~cing;supporting,and fastening
reinforcing bars andwelde9 wirefabricinplace. Use wire bar type supports
complying with CRSlspecifications.
1. For slabs-on-qrade, use supports with sand plates or horizontal runners where
base material will not support chair legs.
~
CONCRETE WORK
03310-3
S&P Project No. G124-06-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
F. Water-Reducinq Admixture:
ASTM C494, Type A, and containing not more than 0.1 percent chloride ions.
1. Available Products: Subject to compliance with requirements, products which
may be incorporated in the work include, but are not limited to, the following:
"WRDA Hycol"; W.R. Grace.
"PSI N"; Gifford-Hill/American Admixtures
"Eucon WR-75"; Euclid Chemical Co.
"Polyheed 907"; Master Builders.
"Plastocrete 160";SikaChemical Corp.
"Chemtard"; Chem-Masters Corp.
"Pro-Kete-N"; Protex Industries, Inc.
G. Prohibited Admixtures:
Calcium chloride thyocyanatesor admixtures containing more than 0.1 percent
chloride ions are not permitted.
H. Fibrous Reinforcement:
Collated, fibrillated, polypropylene fibers for secondary reinforcement of concrete
slabs.
1. Available Products: Subject to compliance with requirements, products which
may be incorporated in the work include, but are not limited to, the following:
"Forta CR"; Forta Corp.
"Fibermesh"; Fiberrriesh, Inc.
2.04 RELATED MATERIALS:
A. Waterstops:
Provide waterstops where shown. . AlsO provide waterstops in. all expansion joints
and in construction joints as required to make structures watertight.
Provide 6-inch high polyvinylchlon?eWaterst9ps. ....Polyvinylchloride waterstops of
expansion joints shall be ce~terb~lbtypee~ualto.No. 7Gby W.R. Grace and
Company, No. 9380LBbySon~ebo/11~Co~tech;R~~-6316 by BoMetals, Inc. or
equal and as specified... Polyvinyl. chloridewaterstops for construction joints shall
be NO.3 by W.R. Grace and Company, No. 4316 by Sonnebom-Contech, FR-
6316 by BoMetals, Inc., or equal, and as specified herein. Polyvinyl chloride
waterstops have the following properties:
CONCRETE WORK
03310-5
S&P Project No. G124-06-o2
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
"Sonogrout"; Sonneborn-Rexnord.
"Euco-NS"; Euclid Chemical Co.
"Supreme"; Gifford-Hill/American Admixtures.
"Crystex"; L & M Const. Chemical Co.
"Sure-Grip Grout"; Dayton Superior Corp.
"Horngrout"; AC. Horn, Inc.
"Five Star Grout"; U.S. Grout Corp.
E.
Liquid type membrane-forming curing compound complying with ASTM C309,
Type I, Class A Moisture loss not more than 0.055gr.lsq.cm. when applied at
200 sq ft.lgal.
1. Available Products: Subject to compliance with reqUirernents, products which
may be incorporated in the work include, but are notlimited to, the following:
"Masterseal"; Master Builders.
"Clear Seal"; AC. Horn, Inc.
"Sealco 309"; Gifford-Hill/American Admixtures.
"J-20 Acrylic Cure"; Dayton Superior.
"Sealkure"; Toch Div. - Carboline.
"Kure-N-Seal"; Sonneborn-Rexnord.
"Klearseal"; Setcon Industries~
"LR-152"; Protex Industries.
"Hardtop"; Gifford-Hill.
F. Bondinq Compound:
Polyvinyl acetate or acrylic base.
1. Available Products: Subject to compliance with requirements, products which
may be incorporated in the work include, but are not limited to, the following:
2. Polyvinvl Acetate (Interior On Iv):
"Euco Weld"; Euclid Chemical Co.
"Weldcrete"; Larsen Products Corp.
3. Acrylic or Styrene Butadiene:
"J-40 Bonding Agent"; Dayton Superior Corp.
"Everbond"; L & M Construction ChemiCals:
"Hornweld"; AC. Horn, Inc.
"Sonocrete"; Sonneborn-Rexnord.
"Acrylic Bondcrete"; The Burke Co.
CONCRETE WORK
03310-7
S&P Project No. G124-00-02
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
F. Admixtures:
1. Use water-reducino admixture or high range water-reducing (super plasticizer)
in concrete as required for placement and workability.
2. Use non-chloride acceleratino admixture in concrete slabs placed at ambient
temperatures below 50 deg F (10 deg C).
3. Use hiqh-ranqe water-reducinq admixture in pumped concrete, concrete for
industrial slabs, architectural concrete, parking structure slabs, concrete
required to be watertight, and concrete with water/cement ratios below 0.50.
4. Use air-entraininq admixture in exterior exPosed concrete, unless otherwise
indicated. Add air-entraining admixture at. manufacturers prescribed rate to
result in concretea.tpointof placement having total air content with a tolerance
of plus-or -minUs 1-1/2 percent within following limits:
5.0 percent (moderate exposure); 6.0 percent (severe exposure) 3/4" max.
aggregate.
5. Use admixtures for wa.ter..reducing and set-control in strict compliance with
manufacturer's directions.
G. Slump Limits:
Proportion and design. rnixes to. result in concrete slump at point of placement as
follows:
Ramps, slabs, and sloping'surfaces:
Reinforced foundation systems:
3".
Other concrete:
Notrnore than 3".
Not less than 1" and not more than
Not less than 1" nor more than 4".
2.06 CONCRETE MIXING:
A
Comply with requirements of ASTM C 94, and as herein specified.
During hot weather, or under conditions contributing to rapid setting of concrete, a
shorter mixing time than specified in ASTM C 94 may be required.
~
CONCRETE WORK
03310-9
S&P Project No. G124-06-o2
Main Interceptor Upgrade Replacement Phase"
Augusta Utilities Project No. 00007
F. Exposed Corners and Edoes:
Chamfer exposed comers and edges as indicated, using wood, metal, PVC, or
rubber chamfer strips fabricated to produce uniform smooth lines and tight edge
joints.
G. Provisions for Other Trades:
Provide openings in concrete formwork to accommodate work of other trades.
Determine size and location of openings, recesses, and chases from trades
providing such items. Accurately place and securely support items built into forms.
H. Cleaninq and Tiohteninq:
Thoroughly clean forms and adjacent surfaces to receive concrete. Remove
chips, wood, sawdust, dirt, or other debris just before concrete is placed.
Retightening forms and bracing after concrete placement is required to eliminate
mortar leaks and maintain proper alignment.
3.03 VAPOR RETARDER INSTALLATION:
A. Following leveling and tamping of granular base for slabs on grade, place vapor
retarder sheeting with longest dimension parallel with direction of pour.
B. Lap joints 6" and seal with appropriate tape.
C_ After placement of moisture barrier, cover with granular material and compact to
depth as shown on drawings.
A. Complv with Concrete Reinforcing Steer Institute's recommended practice for
"Placing Reinforcing Bars", for details and methods of reinforcement placement
and supports, and as herein specified.
Avoiding cutting or puncturing vapor retarder during reinforcement placement and
concreting operations.
B. Clean reinforcement of loose rust and mill scale, earth, ice, and other materials
which reduce or destroy bond with concrete.
C. Accuratelv position, support, and secure reinforcement against displacement by
formwork, construction, or concrete placement operations. Locate and support
reinforcing by metal chairs, runners, bolsters, spacers, and hangers,asrequired.
~
CONCRETE WORK
03310-11
~.
S&P Project No. G124-06-o2
Main Interceptor Upgrade Replacement Phase II
Augusta Utilities Project No. 00007
G. Contraction (Control) Joints in Slabs-on-Ground:
Construct contraction joints in slabs-on-ground to form panels of patterns as
shown. Use saw cuts 1/8" x 1/4 slab depth or inserts 1/4" wide x 1/4 of slab depth,
unless otherwise indicated.
H. Contraction Joints:
Form contraction joints by inserting premolded plastic, hardboard or fiberboard
strip into fresh concrete until top surface of strip is flush with slab surface. Tool
slab edges round on each side of insert. After concrete has cured, remove inserts
and clean groove of loose debris.
Contraction joints in unexposed floor slabs may be formed by saw cuts as soon as
possible after slab finishing as may be safely done without dislodging aggregate.
If joint pattern not shown, provide joints not exceeding 15' in either direction and
located to conform to bay spacing wherever possible (at column centerlines, half
bays, third-bays).
I. Joint Sealant Material:
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Joint sealant material is specified in Division-7 sections of these specifications.
3.06 PREPARATION OF FORM SURFACES:
Clean re-used forms of concrete matrix residue, repair and patch as required to return
forms to acceptable surface condition.
Coat contact surfaces of forms with a form-coating compound before reinforcement is
placed.
Thin form-coating compounds only with thinning agent of type, amount, and under
conditions of form-coating compound manufacturer's directions. Do not allow excess
form-coating material to accumulate in forms or to come into contact with in-place
concrete surfaces against which fresh concrete will be placed. Apply in compliance
with manufacturer's instructions.
Coat steel forms with a non-staining, rust-preventative form oil or otherwise protect
against rusting. Rust-stained steel formwork is not acceptable.
3.07 CONCRETE PLACEMENT:
A Pre-placement Inspection:
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F. Placina Concrete Slabs:
Deposit and consolidate concrete slabs in a continuous operation, within limits of
construction joints, until the placing of a panel or section is completed.
G. Concrete:
Consolidate concrete during placing operations so that concrete is thoroughly
worked around reinforcement and other embedded items and into corners.
H. Slab Surfaces:
Bring slab surfaces to correct level with straightedge and strike off. Use bull floats
or darbies to smooth surface, free of humps or hollows. Do not disturb slab
surfaces prior to beginning finishing operations.
I. Reinforcinq:
Maintain reinforcing in proper position during concrete placement operations.
J. Cold Weather Placinq:
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Protect concrete work from physical damage or reduced strength which could be
caused by frost, freezing actions, or low temperatures, in compliance with ACI 306
and as herein specified.
1 ~ When air temperature has fallen to or is expected to fall below 40 degF (4 deg
C), uniformly heat water and. aggregates before mixing to obtain a concrete
mixture temperature of not less than 50 deg F (10 deg C), and not more than
80 deg F (27 deg C) at point of placement.
2. Do not use frozen materials or materials containing ice or snow. Do not place
concrete on frozen subgrade or on subgrade containing frozen materials.
3. Do not use calcium chloride, salt, and other materials containing antifreeze
agents or chemical accelerators, unless otherwise accepted in mix designs.
K.
When hot weather conditions exist that would seriously impair quality and strength
of concrete, place concrete in compliance with ACI 305 and as herein specified.
1. Cool ingredients before mixing to maintain concrete temperature at time of
placement below 90deg F (32 deg C). Mixing water may be chilled, or
chopped ice may be used to control temperature provided water equivalent of
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D. Related Unformed Surfaces:
At tops of walls, horizontal offsets, and similar unformed surfaces occurring
adjacent to formed surfaces, strike-off smooth and finish with a texture matching
adjacent formed surfaces. Continue final surface treatment of formed surfaces
uniformly across adjacent unformed surfaces, unless otherwise indicated.
3.09 MONOLITHIC SLAB FINISHES:
A. Float Finish:
Apply float finish to monolithic slab surfaces to receive trowel finish and other
finishes as hereinafter specified, and slab surfaces which are to be covered with
membrane or elastic waterproofing, membrane or elastic roofing, or sand-bed
terrazzo,. and as otherwise indicated.
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After screeding, . consolidating, and leveling concrete slabs, do not work surface
until ready for floating. Begin floating when surface water has disappeared or
when concrete has stiffened sufficiently to permit operation of power-driven floats,
or both, Consolidate surface with power-driven floats, or by hand-floating if area is
small or inaccessible to power units. Check and level surface plane to tolerances
of F 18 - F15. Cufdbwnhigh spots and fill low spots. Uniformly slope surfaces to
drains. Immediately after leveling, refloat surface to a uniform, smooth, granular
texture.
B. Trowel Finish:
Apply trowel finish to monolithic slab surfaces to be exposed-to-view, and slab
surfaces to be covered with resilient flooring, carpet, ceramic or quarry tile, paint,
or other thin film finish coating system.
C. Trowelinq:
After floating, begin first trowel finish operation using a power-driven trowel. Begin
final troweling when surface produces a ringing sound as trowel is moved over
surface. Consolidate concrete surface by final hand-troweling operation, free of
trowel marks;.uniform in texture and appearance, and with surface leveled to
tolerances.of F20 ..;;;. F 17. Grind smooth surface defects which would telegraph
through applied floor covering system.
D. Non-Slip Broom Finish:
Apply non-slip broom finish to exterior concrete. platforms, steps, and ramps, and
elsewhere as indicated.
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manufacturers directions. Recoat areas subjected to heavy rainfall within 3
hours after initial application. Maintain continuity of coating and repair damage
during curing period.
Do not use membrane curing compounds on surfaces which are to be covered
with coating material applied directly to concrete, liquid floor hardener,
waterproofing, dampproofing, membrane roofing, flooring (such as ceramic or
quarry tile, glue-d6wrfcarpet), painting, and other coatings and finish materials,
unless otherwise acceptable to Engineer.
C. Curinq Formed Surfaces:
Cure formed concrete surfaces, including undersides of beams, supported slabs,
and other similar surfaces by moist curing with forms in place for fullcurillgperiod
or until forms are removed. If forms are removed, continue curing by methods
specified above, as applicable.
D. Curinq Unformed Surfaces:
Cure unformed surfaces, such as. slabs, floor topping, and other flat. surfaces by
application of appropriatecuringrnethod.
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Final cure concretesorfaces to receive liquid floor hardener or finish flooring by
use of moisture-retaining cover, unless otherwise directed.
E. Sealer and Dustproofer:
Apply a second coat of specified curing and sealing compound only to surfaces
given a first coat.
3.11 REMOVAL OF FORMS:
A. Formwork not supportinq weiqht of concrete, such as sides of beams, walls,
columns, and similafparts ofthe work, may be removed after cumulatively curing
at not less than50degF (10deg C) for 24 hours after placing concrete, provided
concrete is sufficiently<hardto not be damaged by form removal operations, and
provided curing and protection operations are maintained.
B: Formwork supportinq weiqht of concrete, such as beam soffits, joists, slabs, and
other structural elements, may not be removed in less than 14 days and until
concrete has attained design minimum compressive strength at 28 days.
Determine potential compressive strength of. in-place concrete by testing
field-cured specimens representative of concrete location or members.
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Repair and patch defective areas with cement mortar immediately after removal of
forms, when acceptable to Engineer.
Cut out honeycomb, rock pockets, voids over 1/4" in any dimension, and holes left
by tie rods and bolts, down to solid concrete but, in no case to a depth of less than
1". Make edges of cuts perpendicular to the concrete surface. Thoroughly clean,
dampen with water, and brush;.coat the area to be patched with specified bonding
agent. Place patching mortar after bonding compound has dried.
1. For exposed-to-viewslJrfaces, blend white Portland cement and standard
Portland cement so that, when... dry, patching mortar ..will match color
surrounding. Provide test areaS at inconspicuous location to verify mixture and
color match before proceeding with patching. Compact mortar in place and
strike-off slightly higher than surrounding surface.
B. Repair of Formed Surfaces:
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Remove and replace concrete having defective surfaces if defects cannot be
repaired to satisfaction of Engineer. Surface defects,assuch, include color and
texture irregularities, cracks, spalls, air bubbles, honeycomb, rock pockets; fins
and other projectionsonsuITace; and stains and other discolorations that cannot
be removed by cleaning. Flush out fOnTl tie holes; fill With dry pack mortar, or
precast cement cone plugs secured in place with bonding agent.
1. Repair concealed formed surfaces, where possible, that contain defects that
affect the durability of concrete. If defects cannot be repaired, remove and
replace concrete.
C.
Test unformed surfaces, such as monolithic slabS, for.smoothness and verify sur-
face plane to tolerances specified for each surface and finish. Correct low and
high areas as herein specified. Test unformed surfaces sloped to drain for
trueness of slope, in addition to smoothness using a template having required
slope.
1. Repair finished unformed surfaces that contain defects which affect durability
of concrete. Surface defects, as such, include crazing, cracks in excess of
0.01" wide or which penetrate to reinforcement or completely through
non-reinforced sections regardless of width,. spalling, pop-outs, honeycomb,
rock pockets, and other objectionablecohditions.
2. Correct hiqh areas in unformed surfaces by grinding, after concrete has cured
at least 14 days.
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F. Compressive Strenqth Tests:
Standard 6-inch diameter compression test cylinders shall be made in the field
and tested in the laboratory in accordance with ASTM C31, C39 and C172. Test
cylinders shall be made in forms provided by the testing laboratory.
1. Advance tests of the concrete shall be made. Six standard 6-inch
compression cylinders, 3 to be tested in 7 days and 3 at 28 days, shall be
made with the proportioning and m8terials proposed to be used for each of the
principal mixes required for the work: The 'slump shall not be less than the
greatest slump expected to be used in the structure for each otthe mixes. The
tests made on the aggregates, as required above, may be made a part of
these tests, if suitably referenced on the reports, which shall be issued for 7
and 28 day tests. These tests shall be repeated, ifnecessary,because of
changes in material or unsatisfactory results. The advance. testing may be
waived at the request of the Contractor and with the Engineer's approval if the
concrete is being produced by an established ready-mix plant with suitable
records of mixes and testing and if the plant certifies that it will continue to use
the same materials involved in the recorded testing.
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2. During the progress of the work, and for each different mix of concrete, a set of
three standard 6-inch concrete cylinders shall be made and tested for each
and every day's operation (or 8-hour shift) where more than 5 cubic yards of
concrete are placed. Make an additional set of three cylinders for each
additional 50 cubic yards of concrete where more than 50 cubic yards are
placed in one day (or 8-hour shift). The Contractor shall be responsible for
seeing that these cylinders are made; cast the cylinders if testing laboratory
personnel are not available. The cylinders of each set shall be molded from
the same sample of concrete and tested, one at 7 days and one at 28 days. If
high-early strength cement is used, then the tests shall be made at 3 and 7
days instead of at 7 and 28 days.
3. If any test cylinder shows a strength of less than that required at 28 days, then
the concrete represented by such cylinder shall be further tested in
accordance with Article 17.3 of ACI 301, except that Paragraph 17.3.2.3 shall
not apply. If such further tests show a compressive strength less than
required, then the concrete shall be rejected and shall be replaced with new
work at the specified strength by the Contractor at his own expense.
4. Test results will be reported in writing to Engineer, Structural Engineer and
Contractor within 24 hours after tests. Reports of compressive strength tests
shall contain the project identification name and number, date of concrete
placement, name of concrete testing service, concrete type and class, location
of concrete batch in structure, design compressive strength at 28 days,
concrete mix proportions and materials; compressive breaking strength and
type of break for both 7 -day tests and 28-day tests.
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