HomeMy WebLinkAbout2009-03-09-Meeting Agenda
Engineering Services Committee Meeting Committee Room- 3/9/2009- 1:00 PM
ENGINEERING SERVICES
1. Motion to authorize Georgia Power Company to proceed with procurement
process, underground rough-in and timely installation of parking lot site
lighting in the amount of $123,033.00 which includes trenching,
underground conduit, wiring, installation of decorative poles and lights for
the new Judicial Center.
Attachments
2. Motion to authorize Potts Construction Company to award Bid Package 4,
in the amount of $16,181,872.00, which includes Structural Steel,
Courtroom Mock-ups, Drywall/Framing/ACT, Window Wash Tie-Backs,
Elevators, HVAC, Plumbing, Fire Protection, and Electrical, for the new
Judicial Center.
Attachments
3. Motion to approve $29,626.25 to Eagle Utility for emergency repair work
on Doug Barnard Parkway.
Attachments
4. Approve Capital Project Budget (CPB) and Supplemental Agreement
Number One for the FERC Dam Safety Performance Monitoring Program
in the amount of $624,470.00 to certify the Augusta Levee in accordance
with both FEMA (Federal Emergency Management Agency), and the
Army Corp of Engineers guidelines.
Attachments
5. Motion to authorize condemnation to acquire a permanent drainage and
access easement and a temporary construction easement for the AUD
D’Antignac Drainage Improvements Project at the property designated as
Tax Map 046-2, Parcel 120-01, 1225 Walton Way.
Attachments
6. Award Design Consultant Services Agreement to WR Toole Engineers,
Inc. for the Capital Project Budget in the amount of $500,000 on the East
Augusta Street and Drainage Improvements Project to be funded from
SPLOST Phase III Urban Recapture Funds for the Engineering
Department.
Attachments
7. Motion to approve and accept a Deed of Easement from Norfolk Southern,
NS Activity #1108126.
Attachments
8. Motion to approve and accept a Deed of Easement from Norfolk Southern,
NS Activity #1108127.
Attachments
www.augustaga.gov
9. Motion to approve an Easement Deed from Southern Region Industrial
Realty, Inc.
Attachments
10. Approve Capital Project Budget Change Number One and Award Design
Consultant Services Agreement to W.K. Dickson and Co., Inc. in the
amount of $328,735.00 for the Wilkinson Garden Area Roadway Drainage
Improvements Project (CPB# 323-041110-204823525). Funds of
$291,180.00 are to be used from the Project Engineering Account, and
$37,555.00 from Phase III Recapture to fully fund the Design Phase for the
Engineering Department.
Attachments
Engineering Services Committee Meeting
3/9/2009 1:00 PM
AJC - GA Power Site Lighting
Department:Public Services Department - Facilities Management Division
Caption:Motion to authorize Georgia Power Company to proceed with procurement
process, underground rough-in and timely installation of parking lot site
lighting in the amount of $123,033.00 which includes trenching,
underground conduit, wiring, installation of decorative poles and lights for
the new Judicial Center.
Background:Georgia Power was selected through negotiations and independent estimate
comparison. Heery International and Turner Associates with their
consultants have attended meetings, held discussions and corresponded with
Georgia Power over the past 9 months working out details for a parking lot
lighting installation that will complement the new Judicial Center.
Analysis:Georgia Power was found to have provided the least expensive turn-key
operation for installing and maintaining the exterior parking lot lighting at
the new facility. The poles and lights will coordinate with the existing
streetscape lighting in the downtown area. The Scope of Work includes
trenching, underground conduit, cable, direct power wiring to Georgia
Power line, decorative poles and light installation and is within the budgeted
amount that was estimated for this phase of the work.
Financial Impact:The amount for upfront costs for the parking lot site lighting is $123,033.00.
The Georgia Power package includes a government monthly rate fee for
energy and lifetime maintenance warranty of the total installation for
$908.42.
Alternatives:1. Provide authorization to Georgia Power Company to proceed with
procurement process, underground rough-in and timely installation of
parking lot site lighting, in the amount of $123,033.00 which includes
trenching, underground conduit, wiring, installation of decorative poles and
lights for the new Judicial Center. 2. Award to the alternate estimate for
$223,182.00 and receive only a one year warranty on the site lighting.
Recommendation:#1. Provide authorization to Georgia Power Company to proceed with
procurement process, underground rough-in and timely installation of
parking lot site lighting, in the amount of $123,033.00 which includes
trenching, underground conduit, wiring, installation of decorative poles and
lights for the new Judicial Center.
Funds are Available in
the Following FUNDS ARE AVAILABLE IN ACCOUNT: Judicial Center: #324-05-
Cover Memo
Accounts:1120/201150500 Judicial Center: 325-05-1120/209251104
REVIEWED AND APPROVED BY:
Finance.
Procurement.
Law.
Administrator.
Clerk of Commission
Cover Memo
Engineering Services Committee Meeting
3/9/2009 1:00 PM
AJC Bid Package 4
Department:Public Services Department - Facilities Management Division
Caption:Motion to authorize Potts Construction Company to award Bid Package 4, in
the amount of $16,181,872.00, which includes Structural Steel, Courtroom
Mock-ups, Drywall/Framing/ACT, Window Wash Tie-Backs, Elevators,
HVAC, Plumbing, Fire Protection, and Electrical, for the new Judicial
Center.
Background:Potts Construction was selected under RFQ 07-180 as the Judicial Center
project’s Construction Manager at Risk. The Design team, led by Turner
Associates, completed the 80% Documents in December, and bids were
accepted and reviewed by Potts, under the observation of the Procurement
Department.
Analysis:The following are the lowest responsive, responsible bidders, as determined
by Potts Construction to perform the work. The Subcontractors pursuant to
this Exhibit B-4 are as follows: 1. Structural Steel: Jonquil Steel – Mableton,
Ga. 2. Courtroom Mockup: Augusta Sash and Door – Augusta, Ga. 3.
Elevator: Otis Elevator – Atlanta, Ga. 4. Plumbing/HVAC: Gold Mechanical
– Augusta, Ga. 5. Electrical: Dean Electric / Vastec Group – Augusta, Ga. 6.
Drywall/ACT: Hester Drywall – Columbia , SC The Scope of Work
includes Structural Steel, Courtroom Mock-ups, Drywall/Framing/ACT,
Window Wash Tie-Backs, Elevators, HVAC, Plumbing, Fire Protection, and
Electrical , and is within the budgeted amount that was estimated for this
phase of the work. Potts Construction, in conjunction with the Design and
Program Management team, will provide oversight during this and
subsequent phases of the project. Proceeding with this work now will allow
construction to proceed in an expedited fashion, leading to quicker
completion of the new Judicial Center. Potts Construction has included
attachment ‘F’ with a unit cost list for site work conditions which was
inadvertently not included in B-1 package.
Financial Impact:The amount for Bid Package #4 is a component of the Guaranteed
Maximum Price (GMP), which is scheduled to be established and approved
in March, 2009. The total GMP is currently budgeted to not exceed $48.5M.
Alternatives:1. Provide authorization to Potts Construction Company to award Bid
Package 4, in the amount of $16,181,872.00, which includes Structural
Steel, Courtroom Mock-ups, Drywall/Framing/ACT, Window Wash Tie-
Backs, Elevators, HVAC, Plumbing, Fire Protection, and Electrical, for the
new Judicial Center. 2. Wait until the Guaranteed Maximum Price is
established in March 2009, and delay the completion of the facility by three
(3) months.
Cover Memo
Recommendation:#1. Provide authorization to Potts Construction Company to award Bid
Package 4, in the amount of $16,181,872.00, which includes Structural
Steel, Courtroom Mock-ups, Drywall/Framing/ACT, Window Wash Tie-
Backs, Elevators, HVAC, Plumbing, Fire Protection, and Electrical, for the
new Judicial Center.
Funds are Available in
the Following
Accounts:
FUNDS ARE AVAILABLE IN ACCOUNT: Judicial Center: #324-05-
1120/201150500 Judicial Center: #325-05-1120/209251104
REVIEWED AND APPROVED BY:
Finance.
Procurement.
Law.
Administrator.
Clerk of Commission
Cover Memo
1 of 1
Exhibit B-4
Authorization for Construction
Pursuant to this agreement, the Owner and the Construction Manager hereby execute
this Exhibit B-4 and further agree as follows:
1. The Construction Manager’s Guaranteed Maximum Price (“GMP”) proposal for the
entire Project has not been established. However, the Construction Manager's GMP
for the Early Award Bid Package #4, dated February 20, 2009, to fast track the
Project, attached hereto and incorporated herein, is accepted by the Owner.
Construction Manager’s GMP for the early award bid packages #1, 2, and 3 to fast
track the project, have been accepted by the Owner as per the executed exhibit B-1,
2, and 3.
2. The General Conditions Guaranteed Maximum Cost for the
Project, as per Executed Exhibit B-1, is
$3,004,130.00
3. Preconstruction Services Cost, as per Executed Exhibit B-1, is $192,455.00
4. The Subcontracts Cost is:
Bid Package #1, as per Executed Exhibit B-1
Bid Package #2, as per Executed Exhibit B-2
Bid Package #3, as per Executed Exhibit B-3
Bid Package #4
Change Order #1
Bid Package #5
$1,610,762.00
$877,884.00
$7,102,179.00
$16,181,872.00
$16,578.00
TBD
5. The Lump Sum Fixed Management Fee for the Project, as per
Executed Exhibit B-1, is $1,798,026.00
6. The Guaranteed Maximum Price for the Project is TBD
7. The Date of Substantial Completion shall be TBD
Exhibit B-4 is based on attached Schedule “A” dated February 20, 2009.
Owner: Construction Manager:
Augusta, Georgia The Potts Company
By:
(Signature) (Seal) (Signature) (Seal)
David C. Buser
(Name) (Name)
President
(Title) (Title)
981 East Freeway Drive
(Attest) (Street Address – No PO Box)
Conyers, Georgia 30094
(City Clerk) (City, State, Zip)
Date of Signature Date of Signature
Attachment number 1Page 1 of 57
Augusta
Augusta
Augusta
Page 1 of 4
AJC - Bid Package 04 2/20/2009 11:09 AM
Schedule "A" Attachment "A"
Augusta-Richmond County Judicial Center - 35
Bid Package 04 - Critical Path
Project name AJC - Bid Package 04
Schedule "A" Attachment "A"
Augusta
GA
Estimator GRL/JGS/JCB/SWH
Bid date 2/20/2008 5:00 PM
Report format Sorted by 'Group phase/Phase'
'Detail' summary
Allocate addons
Print item notes
Attachment number 1Page 5 of 57
Page 2 of 4
AJC - Bid Package 04 2/20/2009 11:09 AM
Schedule "A" Attachment "A"
Item Description Takeoff Qty
Labor
Unit Cost Amount
Material
Unit Cost Amount
Subcontract
Unit Cost Amount Name
Total
Unit Cost Amount
05000.0 METALS
05120.0 Structural Steel
01 Bid Package 04 - Structural and Miscellaneous Steel Subcontractor 1.00 lsum - -- -509,404.00 /lsum 509,404 509,404.00 /lsum 509,404
Structural Steel
182,668.00 sqft
2.79 /sqft 509,404 2.79 /sqft 509,404
METALS
182,668.00 sqft
0 0 2.79 /sqft 509,404 2.79 /sqft 509,404
06000.0 WOOD AND PLASTICS
06220.0 Millwork
----Bid Package 04 - Courtroom Mock up Subcontractor 1.00 lsum 22,601.00 /lsum 22,601 22,601.00 /lsum 22,601
Millwork
182,668.00 sqft
0.124/sqft 22,601 0.124/sqft 22,601
WOOD AND PLASTICS
182,668.00 sqft
0 0 0.124/sqft 22,601 0.124/sqft 22,601
09000.0 FINISHES
09250.0 Gypsum Wallboard
01 Bid Package 04 - Drywall / LG Metal Framing / ACT Subcontractor 1.00 lsum - -- -3,452,393.00 /lsum 3,452,393 3,452,393.00 /lsum 3,452,393
Gypsum Wallboard
182,668.00 sqft
18.90 /sqft 3,452,393 18.90 /sqft 3,452,393
FINISHES
182,668.00 sqft
0 0 18.90 /sqft 3,452,393 18.90 /sqft 3,452,393
13000.0 SPECIAL CONSTRUCTION
13120.0 Division 13 Subcontractor
----Bid Package 04 - Window Washing Tie Backs Subcontractor 1.00 lsum 27,374.00 /lsum 27,374 27,374.00 /lsum 27,374
Changed to include only four story in 07-29-08 Reconciliation Meeting at the request of the Design Team and Owner.
Division 13 Subcontractor
182,668.00 sqft
0.15 /sqft 27,374 0.15 /sqft 27,374
SPECIAL CONSTRUCTION
182,668.00 sqft
0 0 0.15 /sqft 27,374 0.15 /sqft 27,374
14000.0 CONVEYING SYSTEMS
14200.0 Elevators
02 Bid Package 04 - Elevator Subcontractor 1.00 lsum - -- -791,900.00 /lsum 791,900 791,900.00 /lsum 791,900
Elevators
182,668.00 sqft
4.34 /sqft 791,900 4.34 /sqft 791,900
Attachment number 1Page 6 of 57
Page 3 of 4
AJC - Bid Package 04 2/20/2009 11:09 AM
Schedule "A" Attachment "A"
Item Description Takeoff Qty
Labor
Unit Cost Amount
Material
Unit Cost Amount
Subcontract
Unit Cost Amount Name
Total
Unit Cost Amount
CONVEYING SYSTEMS
182,668.00 sqft
0 0 4.34 /sqft 791,900 4.34 /sqft 791,900
15000.0 MECHANICAL
15300.0 Fire Protection
01 Bid Package 04 - Fire Protection Subcontractor 1.00 lsum - -- -431,300.00 /lsum 431,300 431,300.00 /lsum 431,300
Fire Protection
182,668.00 sqft
2.361/sqft 431,300 2.361/sqft 431,300
15400.0 Plumbing
01 Bid Package 04 - Plumbing Subcontractor 0.00 lsum - -- -0.00 0
Included in HVAC / Plumbing Subcontractor, see section 15500.0
15500.0 HVAC
01 Bid Package 04 - HVAC / Plumbing Subcontractor 1.00 lsum - -- -5,001,338.00 /lsum 5,001,338 5,001,338.00 /lsum 5,001,338
HVAC
182,668.00 sqft
27.38 /sqft 5,001,338 27.38 /sqft 5,001,338
MECHANICAL
182,668.00 sqft
0 0 29.741/sqft 5,432,638 29.741/sqft 5,432,638
16000.0 ELECTRICAL
16010.0 Electrical Subcontractor
02 Bid Package 04 - Electrical Subcontractor 1.00 lsum - -- -5,241,329.00 /lsum 5,241,329 5,241,329.00 /lsum 5,241,329
Electrical Subcontractor
182,668.00 sqft
28.693/sqft 5,241,329 28.693/sqft 5,241,329
ELECTRICAL
182,668.00 sqft
0 0 28.693/sqft 5,241,329 28.693/sqft 5,241,329
Attachment number 1Page 7 of 57
Page 4 of 4
AJC - Bid Package 04 2/20/2009 11:09 AM
Schedule "A" Attachment "A"
Estimate Totals
Description Amount Totals Hours Rate Cost Basis Cost per Unit
Labor
Material
Subcontract 15,477,639
Equipment
Other
15,477,639 15,477,639
Sub Bonds 309,553 2.000 %C
309,553 15,787,192
CM/GC Contingency 394,680 2.500 %T
394,680 16,181,872
Total 16,181,872
Attachment number 1Page 8 of 57
Date: 2/20/2009
EXHIBIT B-4 - BID PACKAGE FOUR - SCHEDULE "A" - ATTACHMENT "B"
CONTRACT DOCUMENT LIST
A0.0 COVER 12-22-08 02-10-09 FEB 10 2009
A0.1 DRAWING INDEX 12-22-08 02-10-09 FEB 10 2009
A0.2 NOTES SYMBOLS & ABBREVIATIONS 12-22-08 DEC 22 2008
C-0 CIVIL COVER SHEET DECEMBER 22, 2008 DEC 22 2008
C-1 EXISTING CONDITIONS & DEMOLITION PLAN DECEMBER 22, 2008 DEC 22 2008
C-2 GRADING & DRAINAGE PLAN DECEMBER 22, 2008 DEC 22 2008
C-3 UTILITY PLAN DECEMBER 22, 2008 02-10-09 FEB 10 2009
C-4 STAKING & PAVING PLAN DECEMBER 22, 2008 DEC 22 2008
C-5 STORM & SANITARY SEWER PROFILES DECEMBER 22, 2008 DEC 22 2008
C-6 INITIAL EROSION CONTROL PLAN DECEMBER 22, 2008 DEC 22 2008
C-7 INTERMEDIATE EROSION CONTROL PLAN DECEMBER 22, 2008 DEC 22 2008
C-8 FINAL EROSION CONTROL PLAN DECEMBER 22, 2008 DEC 22 2008
C-9 STREET & STORM SEWER DETAILS DECEMBER 22, 2008 DEC 22 2008
Project Name: Augusta Richmond County Judicial Center
Sht No.s DRAWING NAME GMP ADDENDUM ISSUE
DATE
GMP DOCUMENTS ISSUE
DATE TPC RECV'D STAMP DATE
C-10 WATER & SANITARY SEWER DETAILS DECEMBER 22, 2008 DEC 22 2008
C-11 MISCELLANEOUS DETAILS DECEMBER 22, 2008 DEC 22 2008
C-12 NPDES PLAN DECEMBER 22, 2008 DEC 22 2008
C-13 EROSION CONTROL DETAILS DECEMBER 22, 2008 DEC 22 2008
L-1 Tree Planting Plan 12/22/08 DEC 22 2008
L-2 Shrub Planing Plan 12/22/08 DEC 22 2008
L-3 Irrigation Plan 12/22/08 DEC 22 2008
L-4 Landscape and Irrigation Details 12/22/08 DEC 22 2008
A1.1 ARCHITECTURAL SITE PLAN 12-22-08 DEC 22 2008
A1.2 ENLARGED SITE PLAN & DETAILS 12-22-08 02-10-09 FEB 10 2009
A1.3 SITE DETAILS 12-22-08 02-10-09 FEB 10 2009
ALS1.1 FIRST FLOOR LIFE SAFETY PLAN 12-22-08 02-10-09 FEB 10 2009
ALS1.2 SECOND FLOOR LIFE SAFETY PLAN 12-22-08 DEC 22 2008
ALS1.3 THIRD FLOOR LIFE SAFETY PLAN 12-22-08 DEC 22 2008
ALS1.4 FOURTH FLOOR LIFE SAFETY PLAN 12-22-08 DEC 22 2008
A2.1 OVERALL FIRST FLOOR PLAN 12/22/08 DEC 22 2008
A2.2 OVERALL SECOND FLOOR PLAN 12/22/08 DEC 22 2008
A2.3 OVERALL THIRD FLOOR PLAN 12/22/08 DEC 22 2008
A2.4 OVERALL FOURTH FLOOR PLAN 12/22/08 DEC 22 2008
A2.5 OVERALL ROOF PLAN 12-22-08 02-10-09 FEB 10 2009
A2.6 FIRST FLOOR PLAN PART I 12/22/08 2/10/09 FEB 10 2009
Page 1 of 16
Attachment number 1Page 9 of 57
Date: 2/20/2009
EXHIBIT B-4 - BID PACKAGE FOUR - SCHEDULE "A" - ATTACHMENT "B"
CONTRACT DOCUMENT LIST
Project Name: Augusta Richmond County Judicial Center
A2.7 FIRST FLOOR PLAN PART II 12/22/08 2/10/09 FEB 10 2009
A2.8 FIRST FLOOR PLAN PART III 12/22/08 2/10/09 FEB 10 2009
A2.9 SECOND FLOOR PLAN PART I 12/22/08 2/10/09 FEB 10 2009
A2.10 SECOND FLOOR PLAN PART II 12/22/08 2/10/09 FEB 10 2009
A2.11 SECOND FLOOR PLAN PART III 12/22/08 2/10/09 FEB 10 2009
A2.12 THIRD FLOOR PLAN PART I 12/22/08 2/10/09 FEB 10 2009
A2.13 THIRD FLOOR PLAN PART II 12/22/08 2/10/09 FEB 10 2009
A2.14 FOURTH FLOOR PLAN PART I 12/22/08 2/10/09 FEB 10 2009
A2.15 FOURTH FLOOR PLAN PART II 12/22/08 2/10/09 FEB 10 2009
A2.16 FIRST FLOOR OVERALL RCP 12/22/08 DEC 22 2008
A2.17 SECOND FLOOR OVERALL RCP 12/22/08 DEC 22 2008
A2.18 THIRD FLOOR OVERALL RCP 12/22/08 DEC 22 2008
A2.19 FOURTH FLOOR OVERALL RCP 12/22/08 DEC 22 2008
A2.20 FIRST FLOOR RCP - PART I 12/22/08 2/10/09 FEB 10 2009
A2.21 FIRST FLOOR RCP - PART II 12/22/08 2/10/09 FEB 10 2009
A2.22 FIRST FLOOR RCP - PART III 12/22/08 2/10/09 FEB 10 2009
A2.23 SECOND FLOOR RCP - PART I 12/22/08 2/10/09 FEB 10 2009
A2.24 SECOND FOOR RCP - PART II 12/22/08 2/10/09 FEB 10 2009
A2.25 SECOND FLOOR RCP - PART III 12/22/08 DEC 22 2008
A2.26 THIRD FLOOR RCP - PART I 12/22/08 2/10/09 FEB 10 2009
A2.27 THIRD FLOOR RCP - PART II 12/22/08 2/10/09 FEB 10 2009
A2.28 FOURTH FLOOR RCP - PART I 12/22/08 2/10/09 FEB 10 2009
A2.29 FOURTH FLOOR RCP - PART II 12/22/08 2/10/09 FEB 10 2009
A2.30 ENLARGED LOBBY PLAN 12/22/08 02-10-09 FEB 10 2009
A.230.1 ENLARGED LOBBY REFLECTED CEILING PLAN 12-22-08 02-10-09 FEB 10 2009
A2.31 LOBBY FLOOR PATTERN PLAN 12-22-08 02-10-09 FEB 10 2009
A2.32 ENLARGED PLAN/RCP - SPECIAL PROCEEDINGS COURTROOM DECEMBER 22nd, 2008 DEC 22 2008
A2.33 ENLARGED PLAN/RCP - LARGE COURTROOM DECEMBER 22nd, 2008 DEC 22 2008
A2.34 ENLARGED PLAN/RCP - STANDARD COURTROOM DECEMBER 22nd, 2008 DEC 22 2008
A2.35 ENLARGED PLAN/RCP - HEARING ROOM & GRAND JURY ROOM DECEMBER 22nd, 2008 DEC 22 2008
A2.36 ENLARGED PLAN/RCP - NON-JURY COURTROOM DECEMBER 22nd, 2008 DEC 22 2008
A2.37 TOILET ROOM PLANS & ELEVATIONS 12/22/08 DEC 22 2008
A2.38 TOILET ROOM PLANS & ELEVATIONS 12/22/08 2/10/09 FEB 10 2009
A2.39 TOILET ROOM PLANS & ELEVATIONS 12/22/08 2/10/09 FEB 10 2009
A2.41 ENLARGED PLANS AND ELEVATIONS - DETENTION AREAS DECEMBER 22nd, 2008 02-10-09 FEB 10 2009
A2.42 ENLARGED PLANS-DETENTION AREAS DECEMBER 22nd, 2008 DEC 22 2008
Page 2 of 16
Attachment number 1Page 10 of 57
Date: 2/20/2009
EXHIBIT B-4 - BID PACKAGE FOUR - SCHEDULE "A" - ATTACHMENT "B"
CONTRACT DOCUMENT LIST
Project Name: Augusta Richmond County Judicial Center
A2.42.1 ENLARGED PLANS AND ELEVATIONS - DETENTION AREAS DECEMBER 22nd, 2008 DEC 22 2008
A2.44 TOWER PLANS 12-22-08 02-10-09 FEB 10 2009
A3.1 PARTITION TYPES 11/5/08 2/10/09 FEB 10 2009
A3.2 DOOR SCHEDULE 12/22/08 2/10/09 FEB 10 2009
A3.3 DOOR SCHEDULE 12/22/08 2/10/09 FEB 10 2009
A3.4 DOOR AND FRAME ELEVATIONS 12/22/08 2/10/09 FEB 10 2009
A3.5 INTERIOR DOOR DETAILS 12/22/08 2/10/09 FEB 10 2009
A3.7 INTERIOR WINDOW ELEVATIONS & DETAILS 12/22/08 2/10/09 FEB 10 2009
A3.8 WINDOW & CURTAIN WALL ELEVATIONS 12-22-08 02-10-09 FEB 10 2009
A3.9 FIRST FLOOR FINISH PLAN 12/22/08 2/10/09 FEB 10 2009
A3.10 SECOND FLOOR FINISH PLAN 12/22/08 2/10/09 FEB 10 2009
A3.11 THIRD FLOOR FINISH PLAN 12/22/08 2/10/09 FEB 10 2009
A3.12 FOURTH FLOOR FINISH PLAN 12/22/08 2/10/09 FEB 10 2009
A4.1 EXTERIOR ELEVATIONS 12-22-08 02-10-09 FEB 10 2009
A4.2 EXTERIOR ELEVATIONS 12-22-08 02-10-09 FEB 10 2009
A4.3 ENLARGED ELEVATIONS 12-22-08 02-10-09 FEB 10 2009
A4.4 ENLARGED ELEVATIONS 12-22-08 02-10-09 FEB 10 2009
A4.4.1 ALTERNATE ENLARGED ELEVATIONS @ TOWER 12-22-08 02-10-09 FEB 10 2009
A4.5 BUILDING SECTIONS 12-22-08 DEC 22 2008
A4.6 BUILDING SECTIONS 12-22-08 DEC 22 2008
A4.7 BUILDING SECTIONS 12-22-08 DEC 22 2008
A5.1 WALL SECTIONS 12-22-08 02-10-09 FEB 10 2009
A5.2 WALL SECTIONS 12-22-08 02-10-09 FEB 10 2009
A5.3 WALL SECTIONS 12-22-08 02-10-09 FEB 10 2009
A5.4 WALL SECTIONS 12-22-08 02-10-09 FEB 10 2009
A5.5 WALL AND SECTION DETAILS 12-22-08 02-10-09 FEB 10 2009
A5.6 LOBBY SECTIONS 12-22-08 02-10-09 FEB 10 2009
A5.7 TOWER SECTION 12-22-08 DEC 22 2008
A5.8 TOWER SECTION 12-22-08 DEC 22 2008
A5.9 LOBBY WALL SECTIONS 12-22-08 02-10-09 FEB 10 2009
A6.0 STAIR #1 PLANS & SECTIONS 12-22-08 02-10-09 FEB 10 2009
A6.1 STAIR #1 DETAILS 12-22-08 02-10-09 FEB 10 2009
A6.1.1 STAIR #1 DETAILS 12-22-08 02-10-09 FEB 10 2009
A6.2 STAIR #2 PLANS, SECTIONS & DETAILS 12/22/08 DEC 22 2008
A6.3 STAIR #3 PLANS, SECTIONS & DETAILS 12/22/08 2/10/09 FEB 10 2009
A6.4 STAIR #4 PLANS, SECTIONS & DETAILS 12/22/08 2/10/09 FEB 10 2009
Page 3 of 16
Attachment number 1Page 11 of 57
Date: 2/20/2009
EXHIBIT B-4 - BID PACKAGE FOUR - SCHEDULE "A" - ATTACHMENT "B"
CONTRACT DOCUMENT LIST
Project Name: Augusta Richmond County Judicial Center
A6.5 ELEVATOR PLANS 12/22/08 2/10/09 FEB 10 2009
A6.6 ELEVATOR SECTIONS & DETAILS 12/22/08 2/10/09 FEB 10 2009
A7.1 LOBBY 2ND FLOOR ELEVATIONS 12/22/08 DEC 22 2008
A7.2 PUBLIC CORRIDOR ELEVATIONS 12/22/08 2/10/09 FEB 10 2009
A7.2.1 ADD ALTERNATE PUBLIC CORRIDOR ELEVATIONS 12/22/08 2/10/09 FEB 10 2009
A7.3 STAFF CORRIDOR ELEVATIONS 12/22/08 DEC 22 2008
A7.4 INTERIOR PLANS & ELEVATOINS 12/22/08 2/10/09 FEB 10 2009
A7.5 INTERIOR ELEVATIONS-MILLWORK 12/22/08 2/10/09 FEB 10 2009
A7.6 LOBBY INTERIOR ELEVATIONS 12-22-08 02-10-09 FEB 10 2009
A7.6.1 ALTERNATE LOBBY INTERIOR ELEVATIONS 12-22-08 02-10-09 FEB 10 2009
A7.7 LOBBY MILLWORK PLAN & ELEVATIONS 12-22-08 DEC 22 2008
A7.8 INTERIOR ELEVATIONS - COURTROOM DECEMBER 22nd, 2008 DEC 22 2008
A7.9 INTERIOR ELEVATIONS COURTROOMI DECEMBER 22nd, 2008 DEC 22 2008
A7.10 INTERIOR ELEVATIONS - NON-JURY/HEARING ROOM DECEMBER 22nd, 2008 DEC 22 2008
A7.11 INTERIOR ELEVATIONS - GRAND JURY DECEMBER 22nd, 2008 DEC 22 2008
A8.1 INTERIOR PLAN / SECTION DETAILS 12/22/08 2/10/09 FEB 10 2009
A8.4 LOBBY PLAN DETAILS 12-22-08 02-10-09 FEB 10 2009
A8.5 COURTROOM PLAN/SECTION DETAILS DECEMBER 22nd, 2008 DEC 22 2008
A8.5.1 COURTROOM PLAN/SECTION DETAILS DECEMBER 22nd, 2008 DEC 22 2008
A8.6 DETENTION DETAILS DECEMBER 22nd, 2008 DEC 22 2008
A8.7 PLAN DETAILS 12-22-08 02-10-09 FEB 10 2009
A8.8 PLAN DETAILS 12-22-08 02-10-09 FEB 10 2009
A8.9 SECTION DETAILS 12-22-08 02-10-09 FEB 10 2009
A8.10 DETAILS 12-22-08 02-10-09 FEB 10 2009
A8.11 SECTION DETAILS 12-22-08 02-10-09 FEB 10 2009
A8.12 SECTION DETAILS 12-22-08 02-10-09 FEB 10 2009
A8.13 TOWER PLAN DETAILS 12-22-08 02-10-09 FEB 10 2009
A8.14 PLAN DETAILS 12-22-08 02-10-09 FEB 10 2009
A8.15 ROOF DETAILS 12-22-08 02-10-09 FEB 10 2009
A8.16 ROOF DETAILS 12-22-08 02-10-09 FEB 10 2009
A9.1 INTERIOR ELEVATIONS 12-22-08 2-10-09 FEB 10 2009
A9.2 INTERIOR MILLWORK SECTIONS & DETAILS 2/10/09 FEB 10 2009
A9.3 LOBBY MILLWORK SECTIONS & DETAILS 12-22-08 DEC 22 2008
A9.4 SPECIAL PROCEEDINGS COURTROOM MILLWORK ELEVATIONS DECEMBER 22nd, 2008 02-10-09 FEB 10 2009
A9.5 LARGE/STANDARD COURTROOM MILLWORK ELEVATIONS DECEMBER 22nd, 2008 02-10-09 FEB 10 2009
A9.6 COURTROOM MILLWORK ELEVATIONS DECEMBER 22nd, 2008 02-10-09 FEB 10 2009
Page 4 of 16
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EXHIBIT B-4 - BID PACKAGE FOUR - SCHEDULE "A" - ATTACHMENT "B"
CONTRACT DOCUMENT LIST
Project Name: Augusta Richmond County Judicial Center
A9.7 NON-JURY/HEARING ROOM MILLWORK ELEVATIONS DECEMBER 22nd, 2008 DEC 22 2008
A9.8 COURTROOM MILLWORK DETAILS DECEMBER 22nd, 2008 DEC 22 2008
A9.9 COURTROOM MILLWORK DETAILS DECEMBER 22nd, 2008 DEC 22 2008
A9.10 COURTROOM MILLWORK & DETAILS DECEMBER 22nd, 2008 DEC 22 2008
A9.11 DETENTION MILLWORK. SECTIONS & DETAILS DECEMBER 22nd, 2008 DEC 22 2008
I-111.1 FIRST FLOOR FURNITURE PLAN SECTION 1 12/22/08 DEC 22 2008
I-111.2 FIRST FLOOR FURNITURE PLAN SECTION 2 12/22/08 DEC 22 2008
I-111.3 FIRST FLOOR FURNITURE PLAN SECTION 3 12/22/08 DEC 22 2008
I-112.1 SECOND FLOOR FURNITURE PLAN SECTION 1 12/22/08 DEC 22 2008
I-112.2 SECOND FLOOR FURNITURE PLAN SECTION 2 12/22/08 DEC 22 2008
I-112.3 SECOND FLOOR FURNITURE PLAN SECTION 3 12/22/08 DEC 22 2008
I-113.1 THIRD FLOOR FURNITURE PLAN SECTION 1 12/22/08 DEC 22 2008
I-113.2 THIRD FLOOR FURNITURE PLAN SECTION 2 12/22/08 DEC 22 2008
1-114.1 FOURTH FLOOR FURNITURE PLAN SECTION 1 12/22/08 DEC 22 2008
1-114.2 FOURTH FLOOR FURNITURE PLAN SECTION 2 12/22/08 DEC 22 2008
F0.0 DEEP FOUNDATION GENERAL NOTES 12-22-2008 DEC 22 2008
F1.0 AUGER CAST PILE LAYOUT PLAN OVERALL 12-22-2008 02-10-2009 FEB 10 2009
F1.1 AUGER CAST PILE LAYOUT PLAN 12-22-2008 02-10-2009 FEB 10 2009
F1.2 AUGER CAST PILE LAYOUT PLAN 12-22-2008 DEC 22 2008
F1.3 AUGER CAST PILE LAYOUT PLAN 12-22-2008 02-10-2009 FEB 10 2009
F2.0 PILE FOUNDATION DETAILS 12-22-2008 DEC 22 2008
F2.1 FOUNDATION DETAILS 12-22-2008 DEC 22 2008
S0.0 STRUCTURAL NOTES 12-22-2008 DEC 22 2008
S0.1 STRUCTURAL NOTES & LEGEND 12-22-2008 DEC 22 2008
S0.2 FIRST LEVEL LOADING PLAN 12-22-2008 DEC 22 2008
S0.3 SECOND LEVEL LOADING PLAN 12-22-2008 DEC 22 2008
S0.4 THIRD LEVEL LOADING PLAN 12-22-2008 DEC 22 2008
S0.5 FOURTH LEVEL LOADING PLAN 12-22-2008 DEC 22 2008
S0.6 FIRST LEVEL EDGE OF SLAB PLAN 12-22-2008 DEC 22 2008
S0.7 SECOND LEVEL EDGE OF SLAB PLAN 12-22-2008 DEC 22 2008
S0.8 THIRD LEVEL EDGE OF SLAB PLAN 12-22-2008 DEC 22 2008
S0.9 FOURTH LEVEL EDGE OF SLAB PLAN 12-22-2008 DEC 22 2008
S0.10 FIFTH LEVEL EDGE OF SLAB PLAN 12-22-2008 DEC 22 2008
S1.0 PILE CAP LAYOUT PLAN OVERALL 12-22-2008 02-10-2009 FEB 10 2009
S1.1 PILE CAP LAYOUT PLAN 12-22-2008 02-10-2009 FEB 10 2009
S1.2 PILE CAP LAYOUT PLAN 12-22-2008 DEC 22 2008
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CONTRACT DOCUMENT LIST
Project Name: Augusta Richmond County Judicial Center
S1.3 PILE CAP LAYOUT PLAN 12-22-2008 02-10-2009 FEB 10 2009
S1.4 FIRST LEVEL SLAB & GRADE BEAM LAYOUT PLAN OVERALL 12-22-2008 DEC 22 2008
S1.5 FIRST LEVEL SLAB & GRADE BEAM LAYOUT PLAN 12-22-2008 DEC 22 2008
S1.6 FIRST LEVEL SLAB & GRADE BEAM LAYOUT PLAN 12-22-2008 DEC 22 2008
S1.7 FIRST LEVEL SLAB & GRADE BEAM LAYOUT PLAN 12-22-2008 DEC 22 2008
S2.0 SECOND LEVEL FRAMIING PLAN OVERALL 12-22-2008 DEC 22 2008
S2.1 SECOND LEVEL FRAMING PLAN 12-22-2008 DEC 22 2008
S2.2 SECOND LEVEL FRAMING PLAN 12-22-2008 DEC 22 2008
S2.3 SECOND LEVEL FRAMING PLAN 12-22-2008 DEC 22 2008
S2.4 SECOND LEVEL SLAB PLAN 12-22-2008 DEC 22 2008
S2.5 SECOND LEVEL SLAB PLAN 12-22-2008 DEC 22 2008
S2.6 SECOND LEVEL SLAB PLAN 12-22-2008 DEC 22 2008
S2.7 SECOND LEVEL SLAB PLAN 12-22-2008 DEC 22 2008
S3.0 THIRD LEVEL FRAMING PLAN OVERALL 12-22-2008 DEC 22 2008
S3.1 THIRD LEVEL FRAMING PLAN 12-22-2008 DEC 22 2008
S3.2 THIRD LEVEL FRAMING PLAN 12-22-2008 DEC 22 2008
S3.3 THIRD LEVEL FRAMING PLAN 12-22-2008 DEC 22 2008
S3.4 THIRD LEVEL SLAB PLAN OVERALL 12-22-2008 DEC 22 2008
S3.5 THIRD LEVEL SLAB PLAN 12-22-2008 DEC 22 2008
S3.6 THIRD LEVEL SLAB PLAN 12-22-2008 DEC 22 2008
S3.7 THIRD LEVEL SLAB PLAN 12-22-2008 DEC 22 2008
S4.0 FOURTH LEVEL FRAMING PLAN OVERALL 12-22-2008 DEC 22 2008
S4.1 FOURTH LEVEL FRAMING PLAN 12-22-2008 DEC 22 2008
S4.2 FOURTH LEVEL FRAMING PLAN 12-22-2008 DEC 22 2008
S4.3 FOURTH LEVEL SLAB PLAN OVERALL 12-22-2008 DEC 22 2008
S4.4 FOURTH LEVEL SLAB PLAN 12-22-2008 DEC 22 2008
S4.5 FOURTH LEVEL SLAB PLAN 12-22-2008 DEC 22 2008
S5.0 FIFTH LEVEL FRAMING PLAN OVERALL 12-22-2008 DEC 22 2008
S5.1 FIFTH LEVEL FRAMING PLAN 12-22-2008 DEC 22 2008
S5.2 FIFTH LEVEL FRAMING PLAN 12-22-2008 DEC 22 2008
S5.3 FIFTH LEVEL SLAB PLAN OVERALL 12-22-2008 DEC 22 2008
S5.4 FIFTH LEVEL SLAB PLAN 12-22-2008 DEC 22 2008
S5.5 FIFTH LEVEL SLAB PLAN 12-22-2008 DEC 22 2008
S6.0 TOWER FRAMING PLAN 12-22-2008 DEC 22 2008
S7.0 BEAM SCHEDULE AND DETAILS 12-22-2008 DEC 22 2008
S7.1 BEAM SCHEDULE AND DETAILS 12-22-2008 02-10-2009 FEB 10 2009
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CONTRACT DOCUMENT LIST
Project Name: Augusta Richmond County Judicial Center
S7.2 BEAM SCHEDULE AND DETAILS 12-22-2008 DEC 22 2008
S7.3 BEAM SCHEDULE AND DETAILS 12-22-2008 DEC 22 2008
S7.4 BEAM SCHEDULE AND DETAILS 12-22-2008 DEC 22 2008
S7.5 BEAM SCHEDULE AND DETAILS 12-22-2008 DEC 22 2008
S7.6 BEAM SCHEDULE AND DETAILS 12-22-2008 DEC 22 2008
S7.7 BEAM SCHEDULE AND DETAILS 12-22-2008 DEC 22 2008
S7.8 COLUMN SCHEDULE AND DETAILS 12-22-2008 DEC 22 2008
S7.9 COLUMN SCHEDULE AND DETAILS 12-22-2008 DEC 22 2008
S8.0 FOUNDATION DETAILS 12-22-2008 DEC 22 2008
S8.1 FOUNDATION DETAILS 12-22-2008 DEC 22 2008
S9.0 MASONRY SECTIONS & DETAILS 12-22-2008 DEC 22 2008
S10.0 STEEL SECTIONS & DETAILS 12-22-2008 DEC 22 2008
S11.0 CONCRETE FRAME SECTIONS & DETAILS 12-22-2008 DEC 22 2008
S11.1 CONCRETE FRAME SECTIONS & DETAILS 12-22-2008 DEC 22 2008
S11.2 CONCRETE FRAME SECTIONS & DETAILS 12-22-2008 DEC 22 2008
S11.3 CONCRETE FRAME SECTIONS & DETAILS 12-22-2008 DEC 22 2008
S11.4 CONCRETE FRAME SECTIONS & DETAILS 12-22-2008 DEC 22 2008
S11.5 CONCRETE FRAME SECTIONS & DETAILS 12-22-2008 DEC 22 2008
S12.0 ELEVATOR PLANS, DETAILS & SECTIONS 12-22-2008 DEC 22 2008
S13.0 STAIR PLANS, DETAILS & SECTIONS 12-22-2008 DEC 22 2008
A0.0 COVER 12-22-08 02-10-09 FEB 10 2009
A0.1 DRAWING INDEX 12-22-08 02-10-09 FEB 10 2009
M-101.1 HVAC PLAN - FIRST FLOOR - PART I 12/22/2008 02/10/2009 FEB 10 2009
M-101.2 HVAC PLAN - FIRST FLOOR - PART II 12/22/2008 02/10/2009 FEB 10 2009
M-101.3 HVAC PLAN - FIRST FLOOR - PART III 12/22/2008 02/10/2009 FEB 10 2009
M-102.1 HVAC PLAN - SECOND FLOOR - PART I 12/22/2008 02/10/2009 FEB 10 2009
M-102.2 HVAC PLAN - SECOND FLOOR - PART II 12/22/2008 02/10/2009 FEB 10 2009
M-102.3 HVAC PLAN - SECOND FLOOR - PART III 12/22/2008 02/10/2009 FEB 10 2009
M-103.1 HVAC PLAN - THIRD FLOOR - PART I 12/22/2008 02/10/2009 FEB 10 2009
M-103.2 HVAC PLAN - THIRD FLOOR - PART II 12/22/2008 02/10/2009 FEB 10 2009
M-103.3 HVAC PLAN - SECOND FLOOR ROOF 12/22/2008 02/10/2009 FEB 10 2009
M-104.1 HVAC PLAN - FOURTH FLOOR- PART I 12/22/2008 02/10/2009 FEB 10 2009
M-104.2 HVAC PLAN - FOURTH FLOOR- PART II 12/22/2008 02/10/2009 FEB 10 2009
M-105.1 HVAC PLAN - FOURTH FLOOR ROOF - PART I 12/22/2008 02/10/2009 FEB 10 2009
M-105.2 HVAC PLAN - FOURTH FLOOR ROOF - PART II 12/22/2008 02/10/2009 FEB 10 2009
M-301 HVAC LEGEND & DETAILS 12/22/2008 02/10/2009 FEB 10 2009
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CONTRACT DOCUMENT LIST
Project Name: Augusta Richmond County Judicial Center
M-302 HVAC DETAILS 12/22/2008 02/10/2009 FEB 10 2009
M-303 HVAC CONTROLS 12/22/2008 02/10/2009 FEB 10 2009
M-401 HVAC SCHEDULES 12/22/2008 02/10/2009 FEB 10 2009
M-402 HVAC SCHEDULES 12/22/2008 02/10/2009 FEB 10 2009
M-403 HVAC SCHEDULES 12/22/2008 02/10/2009 FEB 10 2009
P-101.1 PLUMBING WASTE PLAN - BELOW FIRST FLOOR - PART 1 12/22/2008 02/10/2009 FEB 10 2009
P-101.2 PLUMBING WASTE PLAN - BELOW FIRST FLOOR - PART 2 12/22/2008 02/10/2009 FEB 10 2009
P-101.3 PLUMBING WASTE PLAN - BELOW FIRST FLOOR - PART 3 12/22/2008 02/10/2009 FEB 10 2009
P-102.1 PLUMBING WASTE PLAN - ABOVE FIRST FLOOR - PART 1 12/22/2008 02/10/2009 FEB 10 2009
P-102.2 PLUMBING WASTE PLAN - ABOVE FIRST FLOOR - PART 2 12/22/2008 02/10/2009 FEB 10 2009
P-102.3 PLUMBING WASTE PLAN - ABOVE FIRST FLOOR - PART 3 12/22/2008 02/10/2009 FEB 10 2009
P-102.4 PLUMBING WATER PLAN - ABOVE FIRST FLOOR - PART 1 12/22/2008 02/10/2009 FEB 10 2009
P-102.5 PLUMBING WATER PLAN - ABOVE FIRST FLOOR - PART 2 12/22/2008 02/10/2009 FEB 10 2009
P-102.6 PLUMBING WATER PLAN - ABOVE FIRST FLOOR - PART 3 12/22/2008 02/10/2009 FEB 10 2009
P-103.1 PLUMBING WASTE PLAN - ABOVE SECOND FLOOR - PART 1 12/22/2008 02/10/2009 FEB 10 2009
P-103.2 PLUMBING WASTE PLAN - ABOVE SECOND FLOOR - PART 2 12/22/2008 02/10/2009 FEB 10 2009
P-103.3 PLUMBING WASTE PLAN - ABOVE SECOND FLOOR - PART 3 12/22/2008 02/10/2009 FEB 10 2009
P-103.4 PLUMBING WATER PLAN - ABOVE SECOND FLOOR - PART 1 12/22/2008 02/10/2009 FEB 10 2009
P-103.5 PLUMBING WATER PLAN - ABOVE SECOND FLOOR - PART 2 12/22/2008 02/10/2009 FEB 10 2009
P-103.6 PLUMBING WATER PLAN - ABOVE SECOND FLOOR - PART 3 12/22/2008 02/10/2009 FEB 10 2009
P-104.1 PLUMBING ROOF PLAN - ABOVE THIRD FLOOR - PART 1 12/22/2008 02/10/2009 FEB 10 2009
P-104.2 PLUMBING ROOF PLAN - ABOVE THIRD FLOOR - WEST 12/22/2008 02/10/2009 FEB 10 2009
P-104.3 PLUMBING ROOF PLAN - ABOVE THIRD FLOOR - EAST 12/22/2008 02/10/2009 FEB 10 2009
P-105.1 PLUMBING PLAN - ABOVE FOURTH FLOOR - WEST 12/22/2008 02/10/2009 FEB 10 2009
P-105.2 PLUMBING PLAN - ABOVE FOURTH FLOOR - EAST 12/22/2008 02/10/2009 FEB 10 2009
P-106.1 PLUMBING PLAN - ABOVE FIFTH FLOOR - ROOF PLAN 12/22/2008 02/10/2009 FEB 10 2009
P-107.1 PLUMBING SCHEDULE, NOTES, LEGEND & DETAILS 12/22/2008 02/10/2009 FEB 10 2009
FP-101.1 FIRE PROTECTION - FIRST FLOOR - PART 1 12/22/2008 02/10/2009 FEB 10 2009
FP-101.2 FIRE PROTECTION - FIRST FLOOR - PART 2 12/22/2008 02/10/2009 FEB 10 2009
FP-101.3 FIRE PROTECTION - FIRST FLOOR - PART 3 12/22/2008 02/10/2009 FEB 10 2009
FP-102.1 FIRE PROTECTION - SECOND FLOOR - PART 1 12/22/2008 02/10/2009 FEB 10 2009
FP-102.2 FIRE PROTECTION - SECOND FLOOR - PART 2 12/22/2008 02/10/2009 FEB 10 2009
FP-102.3 FIRE PROTECTION - SECOND FLOOR - PART 3 12/22/2008 02/10/2009 FEB 10 2009
FP-103.1 FIRE PROTECTION PLAN - THIRD FLOOR - WEST 12/22/2008 02/10/2009 FEB 10 2009
FP-103.2 FIRE PROTECTION PLAN - THIRD FLOOR - EAST 12/22/2008 02/10/2009 FEB 10 2009
FP-104.1 FIRE PROTECTION PLAN - FOURTH FLOOR - WEST 12/22/2008 02/10/2009 FEB 10 2009
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CONTRACT DOCUMENT LIST
Project Name: Augusta Richmond County Judicial Center
FP-104.2 FIRE PROTECTION PLAN - FOURTH FLOOR - EAST 12/22/2008 02/10/2009 FEB 10 2009
E-001 LEGEND, NOTES & FIXTURE SCHEDULE DECEMBER 22, 2008 FEBRUARY 10, 2009 FEB 10 2009
E-002 DETAILS DECEMBER 22, 2008 FEBRUARY 10, 2009 FEB 10 2009
E-003 DETAILS DECEMBER 22, 2008 DEC 22 2008
E-101 DECEMBER 22, 2008 FEBRUARY 10, 2009 FEB 10 2009
E-201.1 FIRST FLOOR LIGHTING PLAN PART I DECEMBER 22, 2008 FEBRUARY 10, 2009 FEB 10 2009
E-201.2 FIRST FLOOR LIGHTING PLAN PART II DECEMBER 22, 2008 FEBRUARY 10, 2009 FEB 10 2009
E-201.3 FIRST FLOOR LIGHTING PLAN PART III DECEMBER 22, 2008 FEBRUARY 10, 2009 FEB 10 2009
E-202.1 SECOND FLOOR LIGHTING PLAN PART I DECEMBER 22, 2008 DEC 22 2008
E-202.2 SECOND FLOOR LIGHTING PLAN PART II DECEMBER 22, 2008 FEBRUARY 10, 2009 FEB 10 2009
E-202.3 SECOND FLOOR LIGHTING PLAN PART III DECEMBER 22, 2008 FEBRUARY 10, 2009 FEB 10 2009
E-203.1 THIRD FLOOR LIGHTING PLAN PART I DECEMBER 22, 2008 FEBRUARY 10, 2009 FEB 10 2009
E-203.2 THIRD FLOOR LIGHTING PLAN PART II DECEMBER 22, 2008 FEBRUARY 10, 2009 FEB 10 2009
E-204.1 FOURTH FLOOR LIGHTING PLAN PART I DECEMBER 22, 2008 FEBRUARY 10, 2009 FEB 10 2009
E-204.2 FOURTH FLOOR LIGHTING PLAN PART II DECEMBER 22, 2008 FEBRUARY 10, 2009 FEB 10 2009
E-301.1 FIRST FLOOR POWER PLAN PART I DECEMBER 22, 2008 FEBRUARY 10, 2009 FEB 10 2009
E-301.2 FIRST FLOOR POWER PLAN PART II DECEMBER 22, 2008 FEBRUARY 10, 2009 FEB 10 2009
E-301.3 FIRST FLOOR POWER PLAN PART III DECEMBER 22, 2008 FEBRUARY 10, 2009 FEB 10 2009
E-302.1 SECOND FLOOR POWER PLAN PART I DECEMBER 22, 2008 FEBRUARY 10, 2009 FEB 10 2009
E-302.2 SECOND FLOOR POWER PLAN PART II DECEMBER 22, 2008 FEBRUARY 10, 2009 FEB 10 2009
E-302.3 SECOND FLOOR POWER PLAN PART III DECEMBER 22, 2008 FEBRUARY 10, 2009 FEB 10 2009
E-303.1 THIRD FLOOR POWER PLAN PART I DECEMBER 22, 2008 FEBRUARY 10, 2009 FEB 10 2009
E-303.2 THIRD FLOOR POWER PLAN PART II DECEMBER 22, 2008 FEBRUARY 10, 2009 FEB 10 2009
E-304.1 FOURTH FLOOR POWER PLAN PART I DECEMBER 22, 2008 FEBRUARY 10, 2009 FEB 10 2009
E-304.2 FOURTH FLOOR POWER PLAN PART II DECEMBER 22, 2008 FEBRUARY 10, 2009 FEB 10 2009
E-401.1 FIRST FLOOR MECHANICAL POWER PLAN PART I DECEMBER 22, 2008 FEBRUARY 10, 2009 FEB 10 2009
E-401.2 FIRST FLOOR MECHANICAL POWER PLAN PART II DECEMBER 22, 2008 FEBRUARY 10, 2009 FEB 10 2009
E-401.3 FIRST FLOOR MECHANICAL POWER PLAN PART III DECEMBER 22, 2008 FEBRUARY 10, 2009 FEB 10 2009
E-402.1 SECOND FLOOR MECHANICAL POWER PLAN PART I DECEMBER 22, 2008 FEBRUARY 10, 2009 FEB 10 2009
E-402.2 SECOND FLOOR MECHANICAL POWER PLAN PART II DECEMBER 22, 2008 FEBRUARY 10, 2009 FEB 10 2009
E-402.3 SECOND FLOOR MECHANICAL POWER PLAN PART III DECEMBER 22, 2008 FEBRUARY 10, 2009 FEB 10 2009
E-403.1 THIRD FLOOR MECHANICAL POWER PLAN PART I DECEMBER 22, 2008 FEBRUARY 10, 2009 FEB 10 2009
E-403.2 THIRD FLOOR MECHANICAL POWER PLAN PART II DECEMBER 22, 2008 FEBRUARY 10, 2009 FEB 10 2009
E-404.1 FOURTH FLOOR MECHANICAL POWER PLAN PART I DECEMBER 22, 2008 FEBRUARY 10, 2009 FEB 10 2009
E-404.2 FOURTH FLOOR MECHANICAL POWER PLAN PART II DECEMBER 22, 2008 FEBRUARY 10, 2009 FEB 10 2009
E-405 MECHANICAL EQUIPMENT CONNECTION SCHEDULES DECEMBER 22, 2008 FEBRUARY 10, 2009 FEB 10 2009
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CONTRACT DOCUMENT LIST
Project Name: Augusta Richmond County Judicial Center
E-501.1 FIRST FLOOR SYSTEMS PLAN - FIRE ALARM PART I DECEMBER 22, 2008 FEBRUARY 10, 2009 FEB 10 2009
E-501.2 FIRST FLOOR SYSTEMS PLAN - FIRE ALARM PART II DECEMBER 22, 2008 FEBRUARY 10, 2009 FEB 10 2009
E-501.3 FIRST FLOOR SYSTEMS PLAN - FIRE ALARM PART III DECEMBER 22, 2008 FEBRUARY 10, 2009 FEB 10 2009
E-502.1 SECOND FLOOR SYSTEMS PLAN - FIRE ALARM PART I DECEMBER 22, 2008 FEBRUARY 10, 2009 FEB 10 2009
E-502.2 SECOND FLOOR SYSTEMS PLAN - FIRE ALARM PART II DECEMBER 22, 2008 FEBRUARY 10, 2009 FEB 10 2009
E-502.3 SECOND FLOOR SYSTEMS PLAN - FIRE ALARM PART III DECEMBER 22, 2008 FEBRUARY 10, 2009 FEB 10 2009
E-503.1 THIRD FLOOR SYSTEMS PLAN - FIRE ALARM PART I DECEMBER 22, 2008 FEBRUARY 10, 2009 FEB 10 2009
E-503.2 THIRD FLOOR SYSTEMS PLAN - FIRE ALARM PART II DECEMBER 22, 2008 FEBRUARY 10, 2009 FEB 10 2009
E-504.1 FOURTH FLOOR SYSTEMS PLAN - FIRE ALARM PART I DECEMBER 22, 2008 FEBRUARY 10, 2009 FEB 10 2009
E-504.2 FOURTH FLOOR SYSTEMS PLAN - FIRE ALARM PART II DECEMBER 22, 2008 FEBRUARY 10, 2009 FEB 10 2009
E-601.1 FIRST FLOOR DATA/VOICE INFRASTRUCTURE PLAN PART I DECEMBER 22, 2008 DEC 22 2008
E-601.2 FIRST FLOOR DATA/VOICE INFRASTRUCTURE PLAN PART II DECEMBER 22, 2008 DEC 22 2008
E-601.3 FIRST FLOOR DATA/VOICE INFRASTRUCTURE PLAN PART III DECEMBER 22, 2008 DEC 22 2008
E-602.1 SECOND FLOOR DATA/VOICE INFRASTRUCTURE PLAN PART I DECEMBER 22, 2008 DEC 22 2008
E-602.2 SECOND FLOOR DATA/VOICE INFRASTRUCTURE PLAN PART II DECEMBER 22, 2008 DEC 22 2008
E-602.3 SECOND FLOOR DATA/VOICE INFRASTRUCTURE PLAN PART III DECEMBER 22, 2008 DEC 22 2008
E-603.1 THIRD FLOOR DATA/VOICE INFRASTRUCTURE PLAN PART I DECEMBER 22, 2008 DEC 22 2008
E-603.2 THIRD FLOOR DATA/VOICE INFRASTRUCTURE PLAN PART II DECEMBER 22, 2008 DEC 22 2008
E-604.1 FOURTH FLOOR DATA/VOICE INFRASTRUCTURE PLAN PART I DECEMBER 22, 2008 DEC 22 2008
E-604.2 FOURTH FLOOR DATA/VOICE INFRASTRUCTURE PLAN PART II DECEMBER 22, 2008 DEC 22 2008
E-701 LIGHTINING PROTECTION PLAN DECEMBER 22, 2008 DEC 22 2008
E-801 ELECTRICAL RISER DIAGRAM DECEMBER 22, 2008 FEBRUARY 10, 2009 FEB 10 2009
E-802 PANEL SCHEDULES DECEMBER 22, 2008 FEBRUARY 10, 2009 FEB 10 2009
E-803 PANEL SCHEDULES DECEMBER 22, 2008 FEBRUARY 10, 2009 FEB 10 2009
E-804 PANEL SCHEDULES DECEMBER 22, 2008 FEBRUARY 10, 2009 FEB 10 2009
DE-100 SITE PLAN 12/22/08 DEC 22 2008
DE-101 FIRST FLOOR PLAN 12/22/08 DEC 22 2008
DE-101.1 FIRST FLOOR PLAN - PART I 12/22/08 DEC 22 2008
DE-101.2 FIRST FLOOR PLAN - PART II 12/22/08 DEC 22 2008
DE-102 SECOND FLOOR PLAN 12/22/08 DEC 22 2008
DE-102.1 SECOND FLOOR PLAN - PART I 12/22/08 DEC 22 2008
DE-102.2 SECOND FLOOR PLAN - PART II 12/22/08 DEC 22 2008
DE-103 THIRD FLOOR & LOW ROOF PLAN 12/22/08 DEC 22 2008
DE-103.1 THIRD FLOOR & LOW ROOF PLAN - PART I 12/22/08 DEC 22 2008
DE-103.2 THIRD FLOOR & LOW ROOF PLAN - PART II 12/22/08 DEC 22 2008
DE-201 DETENTION EQUIPMENT DETAILS 12/22/08 DEC 22 2008
DE-202 DETENTION EQUIPMENT DETAILS 12/22/08 DEC 22 2008
SC-000 SECURITY SYMBOLS AND LEGEND DECEMBER 22, 2008 DEC 22 2008
SC-001.1 SECURITY SITE PLAN DECEMBER 22, 2008 FEBRUARY 10, 2009 FEB 10 2009
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CONTRACT DOCUMENT LIST
Project Name: Augusta Richmond County Judicial Center
SC-111.1 SECURITY FIRST FLOOR PLAN PART A DECEMBER 22, 2008 FEBRUARY 10, 2009 FEB 10 2009
SC-111.2 SECURITY FIRST FLOOR PLAN PART B DECEMBER 22, 2008 DEC 22 2008
SC-111.3 SECURITY FIRST FLOOR PLAN PART C DECEMBER 22, 2008 FEBRUARY 10, 2009 FEB 10 2009
SC-112.1 SECURITY SECOND FLOOR PLAN PART A DECEMBER 22, 2008 DEC 22 2008
SC-112.2 SECURITY SECOND FLOOR PLAN PART B DECEMBER 22, 2008 DEC 22 2008
SC-112.3 SECURITY SECOND FLOOR PLAN PART C DECEMBER 22, 2008 DEC 22 2008
SC-113.1 SECURITY THIRD FLOOR PLAN PART A DECEMBER 22, 2008 DEC 22 2008
SC-113.3 SECURITY THIRD FLOOR PLAN PART C DECEMBER 22, 2008 DEC 22 2008
SC-114.1 SECURITY FOURTH FLOOR PLAN PART A DECEMBER 22, 2008 DEC 22 2008
SC-114.3 SECURITY FOURTH FLOOR PLAN PART C DECEMBER 22, 2008 DEC 22 2008
SC-200 SECURITY MARSHALL SECURITY OFFICE CONTROL CONSOLE DECEMBER 22, 2008 DEC 22 2008
SC-201 MARSHALL SECURITY OFFICE CONTROL CONSOLE DETAILS DECEMBER 22, 2008 DEC 22 2008
SC-300 SECURITY CENTRAL CONTROL ROOM CONSOLE DECEMBER 22, 2008 DEC 22 2008
SC-301 SECURITY CENTRAL CONTROL ROOM CONSOLE DETAILS DECEMBER 22, 2008 FEBRUARY 10, 2009 FEB 10 2009
SC-400 SECURITY CCTV SYSTEM DETAILS DECEMBER 22, 2008 DEC 22 2008
SC-401 SECURITY CCTV SYSTEM SCHEDULES DECEMBER 22, 2008 DEC 22 2008
SC-500 SECURITY INTRUSION DETECTION SYSTEM DETAILS DECEMBER 22, 2008 DEC 22 2008
SC-600 SECURITY ACCESS CONTROL AND ALARM MONITORING SYSTEM DETAILS DECEMBER 22, 2008 DEC 22 2008
SC-700 SECURITY INTERCOM SYSTEM DETAILS DECEMBER 22, 2008 DEC 22 2008
SC-800 SECURITY DOOR DETAILS DECEMBER 22, 2008 DEC 22 2008
SC-801 SECURITY DOOR DETAILS DECEMBER 22, 2008 DEC 22 2008
SC-900 SECURITY FUNCTIONAL DIAGRAM DECEMBER 22, 2008 FEBRUARY 10, 2009 FEB 10 2009
AV-000 AUDIOVISUAL SYMBOLS, LEGEND, AND NOTES 12/22/2008 DEC 22 2008
AV-100 DETAILS AND DEVICES 12/22/2008 DEC 22 2008
AV-101 DETAILS AND DEVICES 12/22/2008 DEC 22 2008
AV-102 DETAILS AND DEVICES 12/22/2008 DEC 22 2008
AV-200 AUDIOVISUAL OVERALL FIRST FLOOR PLAN 12/22/2008 DEC 22 2008
AV-201 AUDIOVISUAL OVERALL SECOND FLOOR PLAN 12/22/2008 DEC 22 2008
AV-202 AUDIOVISUAL OVERALL THIRD FLOOR PLAN 12/22/2008 DEC 22 2008
AV-203 AUDIOVISUAL OVERALL FIRST FLOOR RCP 12/22/2008 DEC 22 2008
AV-204 AUDIOVISUAL OVERALL SECOND FLOOR RCP 12/22/2008 DEC 22 2008
AV-205 AUDIOVISUAL OVERALL THIRD FLOOR RCP 12/22/2008 DEC 22 2008
AV-300 AUDIOVISUAL FIRST FLOOR PARTIAL PLAN(S)12/22/2008 DEC 22 2008
AV-301 AUDIOVISUAL FIRST FLOOR RCP PARTIAL PLAN(S)12/22/2008 DEC 22 2008
AV-302 AUDIOVISUAL SECOND FLOOR PARTIAL PLAN(S)12/22/2008 DEC 22 2008
AV-303 AUDIOVISUAL SECOND FLOOR PARTIAL PLAN(S)12/22/2008 DEC 22 2008
Page 11 of 16
Attachment number 1Page 19 of 57
Date: 2/20/2009
EXHIBIT B-4 - BID PACKAGE FOUR - SCHEDULE "A" - ATTACHMENT "B"
CONTRACT DOCUMENT LIST
Project Name: Augusta Richmond County Judicial Center
AV-304 AUDIOVISUAL SECOND FLOOR RCP PARTIAL PLAN(S)12/22/2008 DEC 22 2008
AV-305 AUDIOVISUAL SECOND FLOOR RCP PARTIAL PLAN(S)12/22/2008 DEC 22 2008
AV-306 AUDIOVISUAL THIRD FLOOR PARTIAL PLAN(S)12/22/2008 DEC 22 2008
AV-307 AUDIOVISUAL THIRD FLOOR PARTIAL PLAN(S)12/22/2008 DEC 22 2008
AV-308 AUDIOVISUAL THIRD FLOOR RCP PARTIAL PLAN(S)12/22/2008 DEC 22 2008
AV-309 AUDIOVISUAL THIRD FLOOR RCP PARTIAL PLAN(S)12/22/2008 DEC 22 2008
00 01 01 PROJECT TITLE PAGE December 22, 2008
00 01 05 CERTIFICATIONS PAGE December 22, 2008
00 01 10 TABLE OF CONTENTS December 22, 2008 February 10, 2009 FEB 12 2009
00 72 00 GENERAL CONDITIONS September 15, 2008
Spec. Section SPECIFICATION NAME GMP DOCUMENTS ISSUE
DATE
GMP ADDENDUM ISSUE
DATE TPC RECV'D STAMP DATE
END OF DRAWINGS
p,
01 00 10 PROJECT DIRECTORY September 15, 2008 February 10, 2009 FEB 12 2009
01 21 00 ALLOWANCES December 22, 2008
01 22 00 UNIT PRICES September 15, 2008
01 23 00 ALTERNATES December 22, 2008
01 25 13 PRODUCT SUBSTITUTION PROCEDURES September 15, 2008
01 29 00 PAYMENT PROCEDURES September 15, 2008
01 29 73 SCHEDULES OF VALUES September 15, 2008
01 31 13 PROJECT COORDINATION September 15, 2008
01 31 19 PROJECT MEETINGS September 15, 2008
01 32 16 CONSTRUCTION PROGRESS SCHEDULES September 15, 2008
01 32 33 PHOTOGRAPHIC DOCUMENTATION July 8, 2008
01 33 00 SUBMITTAL PROCEDURES September 15, 2008
01 41 14 SPECIAL INSPECTIONS September 15, 2008
01 43 38 PROJECT SITE MOCK-UPS December 22, 2008
01 45 29 TESTING LABORATORY SERVICES September 15, 2008
01 50 00 TEMPORARY FACILITIES AND CONTROLS September 15, 2008
01 65 00 PRODUCT DELIVERY, STORAGE, AND HANDLING September 15, 2008
01 73 29 CUTTING AND PATCHING November 5, 2008
01 74 00 CLEANING AND WASTE MANAGEMENT September 15, 2008
01 78 00 CLOSEOUT SUBMITTALS September 15, 2008
01 78 23.16 MAINTENANCE DATA September 15, 2008
01 78 34 WARRANTIES AND BONDS November 5, 2008
01 78 39 PROJECT RECORD DOCUMENTS September 15, 2008
01 91 10 GENERAL COMMISSIONING REQUIREMENTS FEB 12 2009 FEB 12 2009
02 30 00 SUBSURFACE INVESTIGATIONS September 15, 2008
03 06 00 SCHEDULES FOR CAST-IN-PLACE CONCRETE November 5, 2008
03 30 00 CAST-IN-PLACE CONCRETE November 5, 2008 February 10, 2009 FEB 12 2009
Page 12 of 16
Attachment number 1Page 20 of 57
Date: 2/20/2009
EXHIBIT B-4 - BID PACKAGE FOUR - SCHEDULE "A" - ATTACHMENT "B"
CONTRACT DOCUMENT LIST
Project Name: Augusta Richmond County Judicial Center
03 35 00 CONCRETE FINISHING November 5, 2008
03 35 19 COLORED CONCRETE FINISHING September 29, 2008
03 38 16 UNBONDED POST-TENSIONED CONCRETE November 5, 2008
04 05 13 MASONRY MORTARING December 22, 2008
04 05 16 MASONRY GROUTING December 22, 2008
04 05 19 MASONRY ANCHORAGE AND REINFORCING December 22, 2008
04 05 23 MASONRY ACCESSORIES December 22, 2008
04 21 13 BRICK MASONRY December 22, 2008
04 21 14 BRICK VENEER MASONRY December 22, 2008
04 22 00 CONCRETE UNIT MASONRY December 22, 2008
04 42 00 EXTERIOR STONE CLADDING December 22, 2008 February 10, 2009 FEB 12 2009
04 70 13 CALCIUM SILICATE MANUFACTURED BLOCK MASONRY December 22, 2008 February 10, 2009 FEB 12 2009
04 72 00 CAST STONE MASONRY December 22, 2008 February 10, 2009 FEB 12 2009
05 05 13 SHOP-APPLIED COATINGS FOR METAL December 22, 2008
05 12 00 STRUCTURAL STEEL FRAMING December 22, 2008
05 40 00 COLD FORMED METAL FRAMING December 22, 2008
05 50 00 METAL FABRICATIONS December 22, 2008
05 51 00 METAL STAIRS December 22, 2008
06 10 00 ROUGH CARPENTRY December 22, 2008
06 20 00 FINISH CARPENTRY D b 22 2008 F b 10 2009 FEB 12 200906 20 00 FINISH CARPENTRY December 22, 2008 February 10, 2009 FEB 12 2009
06 61 16 SOLID SURFACING FABRICATIONS December 22, 2008
06 82 13 GLASS-FIBER-REINFORCED PLASTIC FABRICATIONS December 22, 2008 February 10, 2009 FEB 12 2009
07 16 16 CRYSTALLINE WATERPROOFING November 5, 2008
07 21 00 THERMAL INSULATION December 22, 2008
07 22 00 ROOF AND DECK INSULATION December 22, 2008
07 26 00.13 VAPOR RETARDERS November 5, 2008
07 26 00.16 VAPOR BARRIERS November 5, 2008
07 27 26 FLUID-APPLIED MEMBRANE ROOFING AIR BARRIERS December 22, 2008
07 52 13 ATACTIC-POLYPROPYLENE-MODIFIED BITUMINOUS MEMBRANE ROOFING December 22, 2008
07 60 00 FLASHING AND SHEET METAL December 22, 2008
07 65 10 FLEXIBLE FLASHING/DRAINAGE SYSTEM December 22, 2008
07 72 13 MANUFACTURED CURBS December 22, 2008
07 72 33 ROOF HATCHES December 22, 2008
07 81 12 SPRAY APPLIED FIREPROOFING December 22, 2008
07 84 00 FIRESTOPPING December 22, 2008
07 91 00 PREFORMED JOINT SEALS December 22, 2008
07 92 00 JOINT SEALANTS December 22, 2008
08 11 00 METAL DOORS AND FRAMES December 22, 2008
08 14 00 WOOD DOORS December 22, 2008
08 31 00 ACCESS DOORS AND PANELS December 22, 2008
08 34 63 DETENTION DOORS AND FRAMES December 22, 2008
08 35 13.23 FOLDING FIRE DOORS December 22, 2008
08 41 13 ALUMINUM FRAMED ENTRANCES AND STOREFRONTS December 22, 2008 February 10, 2009 FEB 12 2009
08 42 26 ALL-GLASS ENTRANCES December 22, 2008
08 71 00 DOOR HARDWARE December 22, 2008
08 71 00 A DOOR HARDWARE INDEX December 22, 2008
08 71 63 DETENTION HARDWARE December 22, 2008
Page 13 of 16
Attachment number 1Page 21 of 57
Date: 2/20/2009
EXHIBIT B-4 - BID PACKAGE FOUR - SCHEDULE "A" - ATTACHMENT "B"
CONTRACT DOCUMENT LIST
Project Name: Augusta Richmond County Judicial Center
08 80 00 GLAZING December 22, 2008 February 10, 2009 FEB 12 2009
08 88 53 SECURITY GLASS AND GLAZING December 22, 2008
08 91 00 LOUVERS December 22, 2008
09 06 00 SCHEDULE FOR FINISHES December 22, 2008 February 10, 2009 FEB 12 2009
09 21 16 GYPSUM BOARD ASSEMBLIES December 22, 2008
09 23 13.13 ACOUSTICAL FINISH SYSTEM December 22, 2008 February 10, 2009 FEB 12 2009
09 27 13 GLASS FIBER REINFORCED PLASTER FABRICATIONS December 22, 2008 December 22, 2008 FEB 12 2009
09 30 00 TILING December 22, 2008
09 51 00 ACOUSTICAL CEILINGS December 22, 2008 February 10, 2009 FEB 12 2009
09 65 00 RESILIENT FLOORING December 22, 2008
09 66 23.16 EPOXY TERRAZZO FLOORING December 22, 2008 February 10, 2009 FEB 12 2009
09 67 23.13 EPOXY AGGREGATE FLOORING December 22, 2008
09 68 00 CARPETING December 22, 2008
09 72 00 WALL COVERING December 22, 2008
09 81 00 ACOUSTIC INSULATION December 22, 2008
09 84 13 FIXED SOUND-ABSORPTIVE PANELS December 22, 2008
09 91 00 PAINTING December 22, 2008
10 21 13.14 PHENOLIC TOILET COMPARTMENTS December 22, 2008
10 23 13 TOILET ACCESSORIES December 22, 2008
10 44 14 FIRE EXTINGUISHERS CABINETS AND ACCESSORIES D b 22 200810 44 14 FIRE EXTINGUISHERS, CABINETS, AND ACCESSORIES December 22, 2008
10 75 00 FLAGPOLES December 22, 2008
10 80 00 OTHER BUILDING SPECIALTIES December 22, 2008
11 19 00 BASIC REQUIREMENTS FOR DETENTION SYSTEMS December 22, 2008
11 19 20 DETENTION ACCESSORIES December 22, 2008
11 19 50 DETENTION METAL FABRICATIONS December 22, 2008
11 33 00 RESIDENTIAL KITCHEN APPLIANCES December 1, 2008
11 52 13.13 FRONT PROJECTION SCREENS December 22, 2008
12 21 13.13 METAL HORIZONTAL LOUVER BLINDS December 22, 2008
12 21 26 BLACK-OUT BLINDS December 22, 2008
12 48 13 ENTRANCE FLOOR MATS AND FRAMES December 22, 2008
12 55 00 SECURITY FURNITURE December 22, 2008 Feb. 10, 2009 FEB 12 2009
14 21 23 ELECTRIC TRACTION ELEVATORS December 22, 2008 February 10, 2009 FEB 12 2009
14 24 23 HYDRAULIC ELEVATORS December 22, 2008 February 10, 2009 FEB 12 2009
21 00 00 GENERAL FIRE SUPPRESSION PROVISIONS December 22, 2008
21 05 00 COMMON WORK RESULTS FOR FIRE SUPPRESSION December 22, 2008
20 05 13 COMMON MOTOR REQUIREMENTS FOR FIRE SUPPRESSION EQUIPMENT December 22, 2008
21 05 60 FIRE SUPPRESSION PIPING December 22, 2008
21 10 00 FIRE HOSE VALVE CABINETS February 10, 2009 FEB 12 2009
21 31 13 ELECTRIC-DRIVE, HORIZONTAL FIRE PUMPS December 22, 2008
22 00 00 GENERAL PLUMBING PROVISIONS December 22, 2008
22 05 00 BASIC MECHANICAL MATERIALS AND METHODS December 22, 2008
22 05 13 COMMON MOTOR REQUIREMENTS FOR PLUMBING EQUIPMENT December 22, 2008
22 05 19 METERS AND GAGES FOR PLUMBING PIPING December 22, 2008
22 05 23 GENERAL DUTY VALVES FOR PLUMBING PIPING December 22, 2008
22 05 29 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT December 22, 2008
22 05 33 HEAT TRACING FOR PLUMBING PIPING December 22, 2008
22 05 53 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT December 22, 2008
Page 14 of 16
Attachment number 1Page 22 of 57
Date: 2/20/2009
EXHIBIT B-4 - BID PACKAGE FOUR - SCHEDULE "A" - ATTACHMENT "B"
CONTRACT DOCUMENT LIST
Project Name: Augusta Richmond County Judicial Center
22 07 00 PLUMBING INSULATION December 22, 2008
22 11 16 WATER DISTRIBUTION PIPING December 22, 2008 February 10, 2009 FEB 12 2009
22 11 19 PLUMBING SPECIALTIES December 22, 2008
22 11 23 WATER DISTRIBUTION PUMPS December 22, 2008
22 11 24 DOMESTIC-WATER PACKAGED BOOSTER PUMPS February 10, 2009 FEB 12 2009
22 13 16 DRAINAGE AND VENT PIPING December 22, 2008
22 33 00 ELECTRIC WATER HEATERS December 22, 2008
22 40 00 PLUMBING FIXTURES December 22, 2008 February 10, 2009 FEB 12 2009
22 40 50 ELEVATOR SUMP PUMPS December 22, 2008
22 46 00 SECURITY PLUMBING FIXTURES February 10, 2009 FEB 12 2009
23 00 00 GENERAL HVAC PROVISIONS December 22, 2008
23 05 00 COMMON WORK RESULTS FOR HVAC December 22, 2008
23 05 13 COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT December 22, 2008
23 05 14 MOTOR CONTROLLERS FOR HVAC EQUIPMENT December 22, 2008
23 05 19 MATERS AND GAGES FOR HVAC PIPING AND DUCTWORK December 22, 2008
23 05 23 GENERAL DUTY VALVES FOR HVAC PIPING December 22, 2008
23 05 29 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT December 22, 2008
23 05 33 HEAT TRACING FOR HVAC PIPING December 22, 2008
23 05 48 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND EQUIPMENT December 22, 2008
23 05 53 INDENTIFICATION FOR HVAC PIPING AND EQUIPMENT D b 22 200823 05 53 INDENTIFICATION FOR HVAC PIPING AND EQUIPMENT December 22, 2008
23 05 93 TESTING, ADJUSTING, AND BALANCING December 22, 2008
23 07 00 HVAC INSULATION December 22, 2008
23 08 00 MECHANICAL COMMISSIONING REQUIREMENTS FEB 12 2009 FEB 12 2009
23 09 00 CONTROL SYSTEMS EQUIPMENT December 22, 2008 February 10, 2009 FEB 12 2009
23 09 93 SEQUENCE OF OPERATION December 22, 2008
23 21 13 HYDRONIC PIPING December 22, 2008
23 21 23 HVAC PUMPS December 22, 2008
23 23 00 REFRIGERANT PIPING AND CONDENSATE DRAINS December 22, 2008
23 25 00 CHEMICAL WATER TREATMENT December 22, 2008
23 31 13 METAL DUCTWORK December 22, 2008
23 31 16 FIBROUS GLASS DUCT SYSTEMS December 22, 2008
23 33 00 DUCT ACCESSORIES December 22, 2008
23 34 23 POWER AND GRAVITY VENTILATORS December 22, 2008
23 36 00 AIR TERMINALS December 22, 2008 February 10, 2009 FEB 12 2009
23 37 13 DIFFUSERS, REGISTERS, GRILLES AND LOUVERS December 22, 2008
23 64 16 WATER-COOLED CENTRIFUGAL CHILLERS December 22, 2008
23 65 00 FACTORY-FABRICATED COOLING TOWERS December 22, 2008
23 73 13 CENTRAL-STATION AIR-HANDLING UNITS December 22, 2008
23 81 23 COMPUTER-ROOM AIR-CONDITIONING UNITS December 22, 2008
23 82 39 UNIT HEATERS December 22, 2008
26 05 00 COMMON WORK RESULTS FOR ELECTRICAL December 22, 2008
26 05 19 LOW-VOLATAGE ELECTRICAL POWER CONDUCTORS AND CABLES December 22, 2008
26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS December 22, 2008
26 05 29 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS December 22, 2008
26 05 33 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS December 22, 2008
26 05 36 CABLE TRAYS FOR ELECTRICAL SYSTEMS December 22, 2008
26 05 43 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS December 22, 2008
Page 15 of 16
Attachment number 1Page 23 of 57
Date: 2/20/2009
EXHIBIT B-4 - BID PACKAGE FOUR - SCHEDULE "A" - ATTACHMENT "B"
CONTRACT DOCUMENT LIST
Project Name: Augusta Richmond County Judicial Center
26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS December 22, 2008
26 08 00 ELECTRICAL COMMISSIONING FEB 12 2009 FEB 12 2009
26 09 23 LIGHTING CONTROL DEVICES December 22, 2008
26 09 43 NETWORK LIGHTING CONTROLS December 22, 2008
26 22 00 LOW-VOLTAGE TRANSFORMERS December 1, 2008
26 24 13 SWITCHBOARDS December 22, 2008 February 10, 2009 FEB 12 2009
26 24 16 PANELBOARDS December 22, 2008 February 10, 2009 FEB 12 2009
26 27 26 WIRING DEVICES December 22, 2008
26 28 13 FUSES December 22, 2008
26 28 16 ENCLOSED SWITCHES AND CIRCUIT BREAKERS December 22, 2008
26 32 13 ENGINE GENERATORS December 22, 2008 February 10, 2009 FEB 12 2009
26 36 00 TRANSFER SWITCHES February 10, 2009 FEB 12 2009
26 41 13 LIGHTNING PROTECTION FOR STRUCTURES December 22, 2008
26 43 13 TRANSIENT-VOLTAGE SUPPRESION FOR LOW-VOLTAGE ELECTRICAL POWER CIRCUITS December 22, 2008 February 10, 2008 FEB 12 2009
26 51 00 INTERIOR LIGHTING December 22, 2008
26 56 00 EXTERIOR LIGHTING December 22, 2008
27 05 00 COMMON WORK RESULTS FOR COMMUNICATIONS December 22, 2008
27 11 00 COMMUNICAITONS EQUIPMENT ROOM FITITNGS December 22, 2008
27 13 00 COMMUNICATIONS BACKBONE CABLING December 22, 2008
27 15 00 COMMUNICAITONS HORIZONTAL CABLING D b 22 200827 15 00 COMMUNICAITONS HORIZONTAL CABLING December 22, 2008
27 41 33 MASTER ANTENNA TELEVISION SYSTEM December 22, 2008
28 00 10 SECURITY GENERAL December 22, 2008
28 00 90 SECURITY COMMISSIONING February 10, 2009 FEB 12 2009
28 10 00 SECURITY SYSTEMS December 22, 2008 February 10, 2009 FEB 12 2009
28 11 00 CLOSED CIRCUIT TELEVISION SYSTEMS December 22, 2008
28 31 11 DIGITAL, ADDRESSABLE FIRE-ALARM SYSTEM December 22, 2008
31 10 00 CLEARING AND GRUBBING September 15, 2008
31 20 00 EARTHWORK September 15, 2008
31 23 00 EXCAVATING, TRENCHING AND BACKFILLING FOR PIPE LINES September 17, 2008
31 25 00 EROSION, SEDIMENTATION & POLLUTION CONTROL MEASURES September 17, 2008
31 31 16 TERMITE CONTROL December 22, 2008
31 63 16 AUGER CAST GROUT PILES December 22, 2008 February 10, 2009 FEB 12 2009
32 11 23 GRADED AGGREGATE BASE COURSE December 22, 2008
32 12 16 ASPHALT PAVING September 15, 2008
32 12 43 FLEXIBLE POROUS PAVEMENT December 22, 2008
32 14 16 BRICK AND LIMESTONE UNIT PAVING December 22, 2008
32 16 13 CONCRETE CURBS AND GUTTERS September 15, 2008
30 31 17 VEHICULAR HIGH SECURITY GATES December 22, 2008 February 10, 2009 FEB 12 2009
32 40 00 CONCRETE CONSTRUCTION - CIVIL September 15, 2008
32 80 00 IRRIGATION December 22, 2008
32 90 00 PLANTS December 22, 2008
32 92 23 SODDING December 22, 2008
33 10 00 WATER UTILITIES September 17, 2008
33 30 00 SANITARY SEWERAGE UTILITIES September 15, 2008
33 40 00 STORM DRAINAGE UTILITIES September 15, 2008
END OF SPECIFICATIONS
Page 16 of 16
Attachment number 1Page 24 of 57
1
Otis Elevator Company
North American Area
1575 Northside Drive NW
Suite 460
Atlanta, GA 30318
January 31, 2009/Revised February 18, 2009
Mr. Josh Spencer C/O
The Potts Company
981 East Freeway Drive
Conyers, GA 30094
Reference: Augusta Richmond County Judicial Center
Augusta, GA 30911
Dear: Josh
We are pleased to provide you with our proposal to furnish and install:
Two (2)4000lbs Otis Gen2 series elevator system (Public Passenger Elevators # 1 & 2)
One (1) 3500lbs Otis Gen2 series elevator system (Judges Elevator # 3)
One (1) 4500lbs Otis LVM series holed elevator system (Prisoner Elevator # 4)
One (1) 4500lbs Otis LVM series holed elevator system (Prisoner Elevator # 5)
as described in this proposal for the sum of
Seven Hundred Seventy Thousand Dollars and No Cents ($ 770,000.00)
Please take note of the following sections, which are a part of this proposal:
x Scope of Work
x Value Engineering Options
x General Clarifications
x Job Specific Clarifications/Exceptions to Specification
x Terms and Conditions
x Preparatory Work by Others
This quotation is valid for thirty (30) days from the date of submission. Otis predicates the quote upon
timely furnishing of a completed hoistway for uninterrupted use. In addition, if delivery material cannot be
taken at the jobsite by 12/31/2009 or the installation of the elevators is delayed beyond 12/31/2010 you
will be responsible for any labor and material increases that have occurred.
I have included 16 hours per elevator allowance for coordination of trades inside the hoistway as
well as 60 days temporary use of one elevator for construction purposes in my base bid.We
appreciate having the opportunity to provide you with our proposal on this project and look forward to
working with you and your project team. Please call me at (404) 557-7086 with any questions.
Sincerely,
Jeff Nedblake
Account Executive-New Equipment
AJC - EXHIBIT B-4 - BID PACKAGE FOUR - SCHEDULE "A" - ATTACHMENT "C"
OTIS ELEVATOR PROPOSAL
FEBRUARY 20, 2009
1 of 23
Attachment number 1Page 25 of 57
2
SCOPE OF WORK (2) Passenger Elevators
Elevator Designation # 1 & 2 Public Passenger Cars
Otis Model Otis Gen2 series elevator system; GN24000 ( 3500 specified )
Capacity and Speed 4000lbs @ 350 feet per minute
Rise 50’ 8’’
Number Of Stops And Openings Four (4): Four (4) front openings only.
Minimum Clear Hoistway 9’ 4” wide x 7’ 10” deep
Clear Car Inside Dimensions 7’ 8”wide x 5’ 5” deep
Minimum Clear Overhead 17’ 2’’
Minimum Clear Pit Depth 5’ 6’’
Control Room/Space Located adjacent to # 2 hoistway at 4
th landing.
Operation Duplex Elevonic® Microprocessor control
Power Supply 480 Volts, 3 Phase AC, 60 Hertz
Cab Enclosure Cab shell to specifications except in lieu of 10’ high cab to
canopy we provide a 9’ 7” high cab with @ 8’ 11 1/2” height
under ceiling.8’ high 48”Center opening-car doors with Satin
Stainless finish. Included is a $15,000.00 per elevator allowance
for custom designed ceiling, wall panels and handrails.
Cab Flooring Furnished and installed by others
Hoistway Entrances 4’wide x 8’ 0” high Center-opening doors with Satin Stainless
finish. Extruded aluminum sills.
Signals Dual Otis Classic line illuminated car operating panel
contained in swing front returns with vandal resistant buttons
with digital position indicator, Otis Classic line hall fixtures with
stainless steel faceplates and vandal resistant push buttons per
specifications.
AJC - EXHIBIT B-4 - BID PACKAGE FOUR - SCHEDULE "A" - ATTACHMENT "C"
OTIS ELEVATOR PROPOSAL
FEBRUARY 20, 2009
2 of 23
Attachment number 1Page 26 of 57
3
SCOPE OF WORK (1) Passenger
Elevator Designation (1) Passenger – Judges Elevator # 3
Otis Model Otis Gen2 series elevator system ; GN23500
Capacity and Speed 3500lbs @ 350 feet per minute
Rise 50’ 8’’
Number Of Stops And Openings Four (4): Four (4) front openings only.
Minimum Clear Hoistway 8’ 4” wide x 7’ 10” deep
Clear Car Inside Dimensions 6’ 8” wide x 5’ 5” deep
Minimum Clear Overhead 17’ 2’’
Minimum Clear Pit Depth 5’ 6’’
Control Room/Space Located either.
Operation Simplex Elevonic® Microprocessor control
Power Supply 480 Volts, 3 Phase AC, 60 Hertz
Cab Enclosure Cab shell with an 8’ high cab with @ 7’ 5” height under ceiling.
7’ high Side Slide doors with Satin Stainless finish. Standard
Wilsonart Plastic Laminate wall panels and fluorescent lighting
included as are handrails on side and rear walls.
Cab Flooring Furnished and installed by others
Hoistway Entrances 3’ 6” wide x 7’ 0” high. Side-opening door. Satin Stainless finish.
Extruded aluminum sills.
Signals Single Otis Classic line illuminated car operating panel contained
in swing front returns with vandal resistant buttons with digital
position indicator, Otis Classic line hall fixtures with stainless
steel faceplates and vandal resistant push buttons per
specifications.
AJC - EXHIBIT B-4 - BID PACKAGE FOUR - SCHEDULE "A" - ATTACHMENT "C"
OTIS ELEVATOR PROPOSAL
FEBRUARY 20, 2009
3 of 23
Attachment number 1Page 27 of 57
4
SCOPE OF WORK (2) Simplex Service Elevators
Elevator Designation Prisoner Elevators # 4 & # 5
Otis Model Otis LVM series holed elevator system Hydraulic; LVM4500
Capacity and Speed 4500lbs @ 150 FPM
Rise 32’ 8’’
Number Of Stops And Openings Three (3): Three (3) front openings only.
Clear Hoistway 7’ 5” wide x 9’ 8” deep
Clear Car Inside Dimensions 5’ 8” wide x 7’ 11 deep
Clear Overhead 12’ 8’’
Clear Pit Depth 4’ 0’’
Machine Room Location Directly adjacent to hoistway at lowest floor landing
Operation Simplex microprocessor control
Power Supply 480 Volts, 3 Phase AC, 60 Hertz
Motor Horsepower 50 HP
Cab Enclosure Otis Series 3 Service RIGID steel cab shell walls. and rear walls.
Full Satin stainless front return, header and satin stainless cab
door. Aluminum threshold. 7’ 0” high cab doors. 8’ 0” high cab.
7’ 4 1/2” height under ceiling. Special lighting to specification
included.
Otis DH-154 (1-1/2”) round tubular handrail provided on the
sides and rear of the car enclosure with satin stainless steel
finish. Bumper Rail included that is 8” tall.
Cab Flooring Furnished and installed by others
Hoistway Entrances 4’ 0” wide x 7’ 0” high. Two-speed single-slide door. Satin
Stainless finish. Extruded aluminum sills.
Signals Otis Classic line illuminated car operating panel contained in
swing front return with vandal resistant buttons with digital
position indicator, Otis Classic line hall fixtures with stainless
steel faceplates and vandal resistant push buttons.
AJC - EXHIBIT B-4 - BID PACKAGE FOUR - SCHEDULE "A" - ATTACHMENT "C"
OTIS ELEVATOR PROPOSAL
FEBRUARY 20, 2009
4 of 23
Attachment number 1Page 28 of 57
5
Value Engineering Options
1. Provide the passenger cars as 3500# duty with side slide doors and single car operating panel in
lieu of our proposed 4000# duty, center opening doors and dual car operating panels ---Delete
$20,000.00 (Twenty Thousand Dollars) from our proposal price.
2. Delete the Security Control Panel and Fire Fighter Control Panel from the project Specifications
that are listed on page 7 and 8 of the traction elevator spec under additional features section and
signal fixture section. ----Deduct $6,000.00 (Six Thousand Dollars) from our Proposal Price.
3. Delete the requirement for the Elevator Management System/Machine Room Display Unit that is
specified on page 20 of the traction elevator specification under section 2.12.C as well as being
referenced in the last sentence on page 11 of traction specification, section 2.04 Item F and on
page 13 under section 2.05.E.6---monitoring system interface and then again in the hydraulic
specification on page 10 under section 2.05.D item 6. Deduct $10,000.00 (Ten Thousand
Dollars) from our proposal price.
4. Delete the requirement for the following items to be located in the locked service cabinet on all
traction elevators that is found on page 18 of the traction specification ( section 2.08.Q.11 ) : Item
E ( constant pressure test button for emergency lighting…we will provide it but on car top, not in
locked service cabinet ), Item G ( card reader override switch – delete in its entirety ) and Item I (
switch to select either voice , tone or chime – delete in its entirety ) in addition Delete the
requirement for the following items to be located in the locked service cabinet on all elevators that
is found on page 15 of the hydraulic specification ( section 2.08.Q.11 ) : Item E ( constant
pressure test button for emergency lighting…we will provide it but on car top, not in locked
service cabinet ), Item H ( switch to select either voice , tone or chime – delete in its entirety )
and Item I ( car lighting dimmer switch ). Deduct $9,000.00 ( Nine Thousand Dollars from our
Proposal price )
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OTIS ELEVATOR PROPOSAL
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General Clarifications
1. Our bid is based on manufacturing lead-time of 12 weeks after approvals.
2. Our bid is based on providing our standard components that most closely match that specified.
The specifications include items which vary slightly from our standard manufacturing processes.
Our quotation is based on standard Otis performance times, heat release/HP amps and ride
quality performance/ISO perception filter measurements.All Otis Hoistway door frames are
bolted/lapped. Our proposal is based on providing our Otis fixtures, Braille, tactile markings and
fonts. Car operating panel including button configuration shall be per our standard design.
3. Where applicable, powder coated finishes and metal finishes shall be from Otis standard
manufacturing process and color selection. We are now using a powder coated finish where
baked enamel is required which has a higher resistance to corrosion, chemicals, heat abrasion
and impact over the traditional baked enamel finish. Plastic laminate if applicable shall be from
our standard selections and edging, Wilson Art Design Group 1, (approx. 250 choices).
4. Warranty is for Twelve (12) months after acceptance of elevator by owner. The elevator
contractor’s acceptance is conditional on the understanding that their warranty covers defective
material and workmanship. The guarantee period shall not extend longer than one (1) year from
the date of completion or acceptance thereof by beneficial use, whichever is earlier, of each
elevator. The guarantee excludes ordinary wear and tear or improper use, vandalism, abuse,
misuse, or neglect or any other causes beyond the control of the elevator contractor and this
express warranty is in lieu of all other warranties, express or implied, including any warranty of
merchantability or fitness for a particular purpose. This express warranty is in lieu of all other
warranties, expressed or implied, including any warranty or merchantability or fitness for a
particular purpose.
5. Contract includes Twelve (12) months of full maintenance for each elevator after acceptance of
elevator by owner including 24 hour emergency callback service.
6. Our proposal is based on Otis providing a single piece plunger and cylinder. We are assuming
we will have access to set the piston and cylinder through the roof in a single section.
7. The hydraulic elevator cylinder wells will be provided by us based upon excavation through
normal soil or clay, which can be removed by manual digging or with a standard truck-mounted
regular drilling unit. If during excavation, it is determined that a casing must be provided to retain
the walls of the well, we will provide a casing as required. Removal of excavation spoils
deposited at the elevator pit will not be our responsibility.
8. If any physical obstruction or hindrance is encountered below the surface of the ground, including
but not limited to boulders, rock, gravel, wood, metal, pilings, water, sand, quicksand, caves,
public utilities, or any other foreign material, you will provide us with written authorization to
proceed with excavation utilizing any required special excavation equipment. There will be an
additional charge of $200 per foot for drilling through rock/ledge.( We have included firm price
drilling in lieu of the $200 per foot rock clause. )We will be compensated at our current billing
rates on a time and material basis for the additional costs incurred subsequent to encountering
the physical obstruction or hindrance, including costs of the special excavation equipment.
Protection for the installed hydraulic elevator cylinder shall be provided at no cost to us. You must
dispose of spoils from well hole drilling.
9. The following close-out documents will be provided: our standard owner’s information manual,
our standard final layout/installation drawings, and our standard warranty. Unless otherwise
specified, 2 copies of each will be provided. Additional copies are available at $100 per set.
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OTIS ELEVATOR PROPOSAL
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Project Specific Clarifications/Exceptions to Specification
1. All Equipment is provided for Seismic Zone 1.
2. Our proposal includes providing the 2 passenger cars as 4000# with center opening doors and
dual car operating panels. This is an upgrade to the specification and we have provided an VE
deduct to provide these cars as specified : 3500 # with side slide doors and single car operating
panel.
3. We are unable to provide a 10’ canopy for the passenger elevators. We will provide a 9’ 7”
canopy height for elevators 1 & 2 in lieu of the 10’ canopy specified.
4. Regarding Car Performance, section 2.03 on page 9 of the traction specification our equipment
performance varies slightly. Item D we open our doors in 2.05 vs. 2.0 seconds and we close our
doors in 2.9 seconds vs. 2.4 seconds.
5. No handheld/laptop service tool is included in proposal,nor required for other Elevator
Companies to service the Otis Equipment proposed for this project.
6. Hoistways, Pits, Overheads and machine/control rooms must be sized to suit Otis minimum
requirements.
x Public Cars # 1 & 2 will need 17’ 2” total clear overhead, 5’ 6” deep pits and the hoistway
width and depth are ok for either 3500 or 4000# cars.
x Judges Elevator # 3 will need 15’ 6” total clear overhead, 5’ 6” deep pits and the hoistway
will be need to be deepened by 1” to 7’ 10” deep vs. 7’ 9” shown on plans. Width can be
shrunk to 8’ 4”.
x Each Prisoner Elevator will need 12’ 3” total clear overhead, 4’ deep pits and the
hoistways are ok W X D although we prefer 7’ 5” W x 9’ 8” D.
x I believe the Traction Elevator Control Room # 441 is too small to accommodate
Elevators # 1, 2 & 3. I believe that # 3 Judges Elevator control room could be located in
the same room on the 1
st floor as the # 4 Prisoner Elevator ( room # 126.02 ). My
suggestion is to enlarge the room # 441 to accommodate all 3 traction elevators…..Our
proposal cost includes either option with the understanding that the total wire run
distance from the elevator controller to the hoist machine/IMBS which is located in the
top of the hoistway cannot exceed 150’.
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OTIS ELEVATOR PROPOSAL
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Terms and Conditions
1. This proposal is submitted with the understanding that any contract resulting therefrom will be
subject to review & mutual acceptance of all terms and conditions contained therein. It is
conditioned on neither party being liable to the other for any loss, damage or delay due to any
cause beyond either party’s reasonable control, including but not limited to, acts of government,
strikes, lockouts, other labor disputes, fire, explosion,theft, water damage, flood, earthquake, riot,
civil commotion, war, malicious mischief or act of God. Under no conditions, shall either party be
liable for special, indirect, liquidated, or consequential damages in contract, tort, including
negligence, warranty or otherwise, notwithstanding any indemnity provisions to the contrary.
Notwithstanding any provision in any contract document to the contrary, our acceptance is
conditioned on being allowed additional time for the performance of the Work due to delays
beyond our reasonable control. Subcontractor agrees to submit to Non-Binding Arbitration by the
American Arbitration Association but does not waive its rights to pursue other remedies available
at law & equity.
2. It is agreed that Otis shall not be responsible for any Liquidated Damages. Should the contract
documents require provisions for Liquidated Damages, our bid is contingent upon review of the
schedule to assure we can achieve the desired date with our standard lead times.
3. In the event Contractor does not accept Otis Standard Commercial Terms and the Otis
Acknowledgement Letter, contract price may be altered to reflect any additional burden of risk to
Otis Elevator.
4. We agree to provide evidence of insurance coverage but cannot name others as additional
insured or waive our rights of subrogation. All insurance coverage afforded to you or others shall
terminate upon final acceptance of the work. If “Owners and Contractors Protective Insurance” is
required in addition to our standard Certificate of insurance add ($8.00 per $1000). If the project
is covered by an Owner/Contractor Controlled Insurance Program ("OCIP/CCIP), Otis agrees to
participate provided it is at no cost to Otis and subject to review and acceptance of the proposed
program. The OCP obligation is waived and any obligation to name others as Additional Insured
shall be for off-site operations only.
5. Otis will provide surety bond(s) in the form provided by Otis' Surety at no cost to Otis. This is in
lieu of participation in any type of surety wrap-up or Subguard program.If payment and
performance bonds are requested of us, please add ($8.00 per $1000) of resulting contract
amount.
6. Security for elevator material delivered to the jobsite is the responsibility of the Contractor. The
Contractor is responsible for all costs to replace any damaged, stolen or missing elevator
equipment. Otis will not be responsible for deductibles on Builder's Risk insurance policies. Otis
will provide a change order, police report, and affidavits as needed to substantiate the claim. Otis
will not procure replacement equipment until a signed change order is received.
7. If you are not ready to accept delivery of the material on the date the machine room is to be
ready, you shall give us sufficient notice of a local point where you will accept delivery, and be
responsible for all monthly storage fees. An extra charge will be assessed for any double
handling or re-transportation of elevator material required by the general contractor/owner or
agent thereof.
8. Our proposal includes our Remote Elevator Monitoring (REM®) feature. This feature will be
installed during the original installation for the duration of the warranty/maintenance period. Upon
expiration of this service period, if the owner elects not to continue maintenance with Otis, it is
understood that this REM unit will be removed by Otis from the jobsite and remain in our
possession.
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OTIS ELEVATOR PROPOSAL
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9
Contract Number TBD
Base Contract Amount $770,000
Number of units 5
Upon Issuance of
PO/Contract 50% 385,000.00$
70%
of Remaining Balance
1/5
of remaining balance
1/5
of Remaining Balance
1/5
of Remaining Balance
1/5
of Remaining Balance
1/5
of Remaining Balance
Due Date Description Value
Upon Delivery of
Material 269,500.00$
Upon Substantial
Completion of 1st
elevator 23,100.00$
23,100.00$
23,100.00$
Upon Substantial
Completion of 2nd
elevator
23,100.00$
Upon Substantial
Completion of 3nd
elevator
Augusta Richmond County Judicial CTR
Upon Substantial
Completion of 4th
elevator 23,100.00$
Upon Substantial
Completion of 5th
elevator
9. Otis will not supply information such as internal Otis manuals, manufacturing drawings or source
code. Any counters, meters, tools, remote monitoring devices, communication devices, or other
such equipment that we may use or install to deliver service under this proposal and any resulting
contract remains our property, solely for the use of our employees. Such equipment is not
considered as part of the elevator. If the contract or subsequent maintenance service is
terminated for any reason, we will be given access to the premises to remove such equipment,
including the resident software, at our expense. All software supplied with the elevator is licensed
to you or your successors but only for use with, and for operation of this elevator.
10. In the event the transactions contemplated hereunder are restricted by U.S. Government or other
applicable laws and regulations, including but not limited to those designating certain parties as
"denied", "restricted" or similarly ineligible to do business with U.S. entities, this agreement will be
deemed void and Customer shall pay Otis all sums owed for the goods and services that may
have been provided up to such time according to the rates contained in this agreement.
11. Our quoted price is based on an initial payment equaling fifty percent (50%) of contract award.
This amount, PLUS a fully executed subcontract must be received prior to releasing equipment
for manufacturing or scheduling well-hole drilling. Please see Schedule of Values Below.
12. Monthly progress payments shall include the value of work performed and materials stored on or
offsite. You agree to make progress payments for any work performed prior to final execution of
the contract and/or the submission of any required documents other than those required for
payment applications.
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13. Final payment shall be due thirty (30) days after final acceptance of the elevator installation,
otherwise all warranties and New Installation Service (NIS) shall be suspended. We must be paid
ninety-five percent (95%) of the final contract price prior to scheduling the state inspection and
turnover of the elevator equipment.
14. Otis will not agree to any language referencing or implying “pay when paid”. This contract is
between Otis Elevator and Contractor. Payment schedule shall not be contingent upon
Contractor’s ability to be paid by others or any other factor or event not described above.
15. Fully executed change orders must be received prior to Otis performing any additional work
outside the scope of the base contract. Otis will not accept oral or written “directives to proceed”
without a fully executed and agreed-upon change order.
16. All change orders must be approved prior to scheduling final inspection of elevator.
17. Change orders will be stated price (lump sum). In the event a stated price cannot be calculated,
hourly rates for Time and Material (T/M) are below.
Per Man
Regular time hourly rate: $105.00
Overtime hourly rate: $210.00
18. Contractor will communicate to Otis supervision who the signatories and/or titles, roles and
positions are which are authorized to sign time tickets on-site that will be used as support
documentation for T/M change orders. Work cannot commence or continue until a designated
signatory signs the document.
19. All current inspection fees are included for a final inspection. Should re-inspection be required
because of work that is not our responsibility, you will be responsible for the cost of re-inspection
and remobilization for Otis personnel.
20. If we are requested to operate the elevator for other trades or perform labor outside of the scope
of this work, it shall be performed in accordance with our normal hourly labor rates.
21. Should any elevator be required for use before substantial completion, others shall provide
without expense to Otis Elevator Company, if required, temporary car enclosures, requisite
guards or other protection for elevator hoistway openings,mainline switch with wiring, necessary
power, signaling devices, lights in car and elevator operators together with any other special labor
or equipment needed to permit this temporary usage.
22. Otis Elevator Company shall be reimbursed at our standard billing rates time and material
expenses associated with the additional inspection and clean-up required for temporary use. Otis
Elevator Company will be reimbursed at a rate of $45.00 per day per elevator (traction elevator)
and $30.00 per day per elevator (hydraulic elevator) for temporary usage of the elevator system.
It is agreed that the general contractor will be invoiced directly by the state for its governing re-
inspection fee for temporary usage of the elevator(s). Otis shall also be reimbursed for any
additional labor and material that is not part of the permanent elevator installation that is required
to provide temporary elevator service. In addition, Otis Elevator Company’s temporary
acceptance form shall be executed before any elevator is placed in temporary service, and the
cost of power and operation, maintenance of the equipment and rehabilitation of equipment shall
be paid for by others.
23. When an elevator is used for temporary service, the completion date may, as a result of the
temporary service, be extended by Otis Elevator Company. Otis Elevator Company shall provide
notice of the extension at the time the elevator is made available for the temporary service.
24. You agree to pursue and schedule the work by other trades in a timely manner so as to not
interrupt our work. Should our crew(s) have to de-mobilize from the job due to delays in work by
others not in our contract, we shall be entitled to a re-mobilization charge of Two-Thousand
($2,000) Dollars. We shall also extend the stated schedule to the extent that we are delayed.
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Preparatory Work By Others
The following items must be performed or furnished at no cost to Otis Elevator Company (“Otis”) by the
Owner or General Contractor or their agents in accordance with governing codes. The price and
installation schedule of Otis Elevator Company is based on these job-site conditions existing at the
beginning and during installation of the elevator equipment. Please refer to our Installation Handbook for
details and dimensions for the following items.
All work to be performed per the latest revision of the applicable national code and/or local code.
General Prep/Work
1. Provide any cutting, including cutouts to accommodate machine-room piping, hall-signal fixtures,
patching, and painting of walls; floors, or partitions together with finish painting of entrance doors and
frames, if required.
2. Provide the use of a crane to place the hydraulic elevator cylinder assemblies in the hoistway prior to
enclosing the top of the hoistway. For the Gen2 Traction elevators, provide the use of a crane
suitable for hoisting a load of up to 3500 lbs. (1588 kg.) for hoisting the integrated machine and
bedplate structure and the controller into place prior to enclosing the hoistway. Provide adequate
OSHA approved fall protection at the opening of the top of the hoistway on the roof. Fall protection
must be adequate for two people and be in place prior to the hoisting of elevator equipment.
3. Provide secure, on-site storage area for elevator equipment as follows: dry and enclosed, provides
roll-able access to the elevator hoistway at the ground level, located within 100 feet of the hoistway
and is larger than 25 x 20 feet (7620 mm X 6096 mm) per unit. Any warranties provided by Otis for
elevator equipment are null and void if equipment is stored in a manner other than a dry enclosed
building structure.
4. We require suitable tractor-trailer access to the building for unloading of material. In addition, we
need rollable access from unloading point to from storage and storage to hoistway area.
5. If you are not ready to accept delivery of the material on the date the machine room is to be ready,
you shall give us sufficient notice of a local point where you will accept delivery, and be responsible
for all monthly storage fees. An extra charge will be assessed for any double handling or re-
transportation of elevator material required by the general contractor/owner or agent thereof.
6. Provide sufficient on-site refuse containers for the proper disposal of elevator packaging material.
Should sufficient refuse containers not be provided, disposal of packaging material shall become the
responsibility of the owner.
Hoistway and Pit Prep/Work
7. Prior to the start of installation, provide a dry, properly framed, enclosed and vented hoistway in
accordance with all applicable codes. This includes that One front entrance wall, at the main landing,
is not to be constructed until after all elevator material is located in the hoistway. Remaining front
entrance walls are not to be constructed until after door frames and sills are in place. If front walls are
poured concrete bearing walls, rough openings are to be provided to accept entrance frames and
filled in after frames are set. Rough opening size per Otis layouts. Prior to the elevators being turned
over, all entrance walls must be installed and rough openings filled in complete.
8. Provide a clear plumb hoistway with variations from the size shown on the Otis layout not to exceed
1” (25mm) at the first 20 floors and 1/32” (8mm) increase for each additional floor up to a maximum of
2” (52mm) and not less than the clear dimensions shown on the Otis layout.
9. If the floor-to-floor height exceeds the maximum bracket spacing allowed by Otis equipment, Otis
requires some form of steel support to properly attach our guide rail brackets. The maximum allowed
bracket spacing is indicated in the rail force and bracket detail table on elevator layout. Otis agrees to
provide guidance on this matter at the appropriate time. If rail bracket embedded plates or inserts are
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provided by Otis they shall be installed by others in accordance with Otis documentation and
instructions. You must furnish adequate rail-bracket supports and bracket spacing as required by
governing code, from pit floor to top of hoistway. For steel or wood frame construction, adequate
backing for a rail bracket to be installed not less than 10’3”(3225 mm) or more than 11’3” (3429 mm)
from the top landing. Furnish separator beams where required. Rail-bracket attachment supports
must be exposed and flush with the clear hoistway line. If rail-bracket inbeds or inserts are provided
by Otis, they shall be installed by others in accordance with Otis’ documentation and instruction.
10. For Hydraulic Elevators furnish a dry pit reinforced to sustain vertical forces on car rails and impact
loads on cylinder head(s) and buffer(s). The pit must be dry and clean. The elevator pit may not have
a floor drain/sump pump connected directly to a storm drain or sewer. Otis recommends that the
owner verify the system is in compliance with all applicable laws. For Traction Elevators Provide a pit
floor designed to sustain vertical forces (forces based on safety impact) on car and counterweight
rails as shown in the rail force and bracket spacing table and impact loads on car and counterweight
buffers as shown in the pit plan view of the elevator layout. The pit must be dry and clean. The
elevator pit must have a floor drain or sump pump to prevent the accumulation of water, but not
connected directly to a storm drain or sewer. The floor drain or sump pump should lead to a holding
tank rather than a sewer or uncontained area. Location to be coordinated with Otis to avoid all
elevator components and access areas. Otis recommends that the owner verify the drain or sump
pump system is in compliance with all applicable laws.
11. Provide and install a fixed vertical iron ladder in each pit as required by governing code and located
per Otis layouts or as coordinated with Otis personnel. Ladder width and projection from wall per
local code. If pit depth is greater than 9’ 10” (3000mm) [13’ 9” with no floor below bottom landing], a
pit access door is required.
12. For purposes of installing the IMBS system and belting up the Gen2 Elevators, it is a requirement that
you construct for Otis a temporary work platform at the top landing of the hoistway(s). The furnishing,
installation, and removal of this temporary platform is to be provided by others in accordance with
governing codes and regulations and is not included in the elevator’s scope of work.
The platform is to be located at the top landing of the hoistway(s) and shall be securely
fastened to the building structure. The platform shall be designed for not less than 50-psf
uniform live load and a concentrated point load of 500 lb.
The platform shall be installed complete with guardrails at the perimeter of any opening in the
platform.The working surface of the platform shall have within easy reach secure anchorage
points for attachment of fall arrest lifelines, lanyards, or deceleration devices.
The design and installation of the temporary platform shall be in accordance with the applicable
provisions of all federal, state and local codes and regulations including but not limited to the
latest amendments of the American National Standards Institute, Inc. (ANSI), the Occupational
Safety and Health Act (OSHA), and the State Building Code in effect in the state in which the
elevator is being installed.Otis has a temporary work platform design that meets these
requirements. Request a copy of Otis drawing AAA27CR for details.
13. Install a permanent light fixture in each elevator pit with illumination of not less than 100 lx (10 fc) as
measured at the pit floor. The light bulb(s) shall be externally guarded to prevent contact and
accidental breakage. The light switch shall be so located as to be accessible from the pit ladder or
access door.
14. If pit depth is greater than 8’ 3” a platform for accessing the equipment on the underside of the car is
required. The platform shall:
a. Be coordinated with Otis personnel to interface with Otis’ elevator equipment.
b. Maintain clearances and refuge spaces as defined in all applicable codes.
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c. Be equipped with OSHA compliant guardrails when a fall hazard exists.
d. In seismic risk zone, comply with all applicable building code requirements to restrain it due to
ground acceleration during an earthquake
e. Be designed and installed to support without permanent deformation on the following loads:
Minimum of 80 lb./ft
2 (390kg/390kg/m2) evenly distributed over the entire servicing platform
area, minimum of 225 lb. (100kg) concentrated load on any 3 in.2 (2000 mm
2) area.
15. Glass used in hoistway construction must block 98% or more of incident full-spectrum
ultraviolet radiation for the full height of the hoistway.
16. For the Holed Hydraulic Elevators you must provide pit-floor cutout 30” x 30”, location as required by
Otis layout, to accommodate cylinder assembly. Provide patching of pit floor after setting of cylinder
assembly to accommodate a watertight condition. Standard water connections (if necessary) for
equipment and outlet line must be provided for discharging excess water while sinking cylinder well.
Furnish water for sinking cylinder well at no cost to Otis. You must provide removal of spoils from
well-hole excavation. Hydraulic Oil lines will be run above ground.
17. For protection from falls and as required by OSHA, (OSHA)1926.502 B) (1-3)a freestanding
removable barricade at each hoistway opening at each floor.Barricades shall be 42” (1067mm) high,
with mid-rail and kick board, and withstand 200 lbs. of vertical and horizontal pressure.
18. For protection from falling objects and as required by OSHA (OSHA) 1926.502(j) hoistway protection
from falling debris and other trades materials by either full entrance screening/mesh in front of all
elevator entrances or by providing secured/controlled access to all elevator lobbies (lock and key)
with posted Notice “only elevator personnel beyond this protection.” These can be integrated
systems. Hoistway barricades and screening shall be constructed and removed by others.
19. Provide a properly framed and enclosed legal hoistway in accordance with all applicable codes that is
ready for uninterrupted use by Otis. Specifically, provide a hoistway that complies with the following
requirements: Dry, Plumb within +1 inch and –0 inches, Vented as required by governing code
authority, Inserts, imbeds or rail fastening installed, Steel safety beam in place positioned side to side
as shown on Otis layout, Otis/OSHA compliant barricades in place. Freestanding and removable
barricades at each hoistway opening at each floor. Barricades shall be 42” high, have center board
and kick board, and withstand 200lbs. of side pressure.
20. Furnish hoistway walls designed and constructed in accordance with the required fire rating (including
those places where elevator fixture boxes and rail-bracket fastenings penetrate the hoistway walls).
The hoistway walls are to include adequate fastening to hoistway entrance assemblies. One front
entrance wall, at the main landing, is not to be constructed until after all elevator material is located in
the hoistway. Remaining front entrance walls are not to be constructed until door frames and sills are
in place. If front walls are poured concrete weight bearing walls, rough openings are to be provided to
accept entrance frames and filled in after frames are set. Rough opening size per Otis layouts.
21. Provide plumb vertical surfaces for entrance-sill supports, one above the other, and square with the
hoistway. For 4’-0” (1220 mm) and 4’-6” (1372 mm) two-speed door arrangements on 4500 lb. (2041
kg) and 5000 lb. (2270 kg) cars a hoistway attachment point is required for an auxiliary support
bracket under the sill assembly in the center of the clear door opening. Finished floor and grout, if
required, between door frames to sill line. A horizontal support is to be provided 12” (305 mm) above
the clear opening at each landing to support the doorframe assembly.
22. Provide and install a safety beam capable of withstanding a maximum net live load of 5000 lb. (2268
kg). Otis requires 2” clear above the beam. Beam must be removed before car is placed in operation
if it infringes on required clearance.
Machine Room
23. Provide a suitable control room(s)/space(s) with access and ventilation in accordance with all
applicable codes and regulations. The control room(s)/space(s) shall be maintained at a
temperature between 32qF (0qC) and 104qF (40qC) to be measured 6 feet (1830 mm) above the
floor and 1 foot (305 mm) out from the front center of the car controller(s). Relative humidity is
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not to exceed 95% non-condensing. Provide ventilation to suit Otis heat release amounts as
shown on the Otis Confirmation of Power Supply form. Local codes may require tighter
temperature ranges and higher ventilation levels, please check with your local code authority for
the exact requirements in your area. If your control room(s)/Space(s) temperatures exceed these
requirements, contact your local Otis sales representative for assistance.
24. Provide illumination of control room(s)/space(s) of not less than 200 LUX (19 FC) as measured at
floor level. Light switch is to be located within 18” (157 mm)to the lock-jamb side of the access
door to of the control room/space.
25. Provide control room(s)/space(s) with self-closing and self-locking doors with group 2 locking
device. In addition, ensure that all air gaps around the doors are sealed.
Fire Prevention Prep/Work
26. Provide hoistway walls designed and constructed in accordance with the required fire rating
(including those places where elevator fixture boxes, rail bracket fastenings, and any other
penetration into the hoistway walls).
27. Provide smoke detectors, located as required, with wiring from the sensing devices to the
controller(s) designated by Otis.
a. For each group of elevators, provide a normally closed contact representing the smoke
detector at the designated return landing.
b. For each group of elevators, provide a normally closed contact representing all smoke
detectors located in lobbies, hoistways, or control rooms/spaces, but not the smoke
detector at the designated return landing (see above) or the smoke detectors as
described in i. & ii. below.
i. If a smoke detector is located in the hoistway at or below the lower of the two
recall landings, it shall be wired to activate the same normally closed contact as
the smoke detector located in the lobby at the lower of the two recall landings.
ii. If the control room(s)s/space(s) are locate at the designated return landing, the
smoke detectors located therein shall be wired to activate the same normally
closed contact as the smoke detector at the designated landing.
c. Requirements for intermittently illuminating the fire hat visual signal in the car operating
panel.
i. For a single unit or for a group of elevators having one common control
room/space and one common hoistway, provide one additional normally closed
contact representing the control room/space and hoistway smoke detectors.
ii. If the group contains more than one hoistway and hoistway smoke detectors are
installed, or if the group has more than one control room/space, provide one
normally closed contact for each elevator. The contact is to represent the smoke
detector in the control room/space for that particular elevator, and any smoke
detectors in the hoistway containing that particular elevator.
28. If sprinklers are installed in the hoistway(s), control room(s)/space(s), or machine space(s), a
means to automatically disconnect the main line power supply of the affected elevator and any
other power supplies used to move the elevator upon or prior to the application of water is
required. This automatically controlled mainline disconnect must be provided with all associated
wiring and conduit to the controller.
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29. Provide control room(s)/space(s) and door to code compliant fire-resistive construction.
30. Provide a fire extinguisher in all control room(s)/space(s) and/or machine room(s).
Electrical Requirements
31. Prior to the start of installation provide a permanent three (3) phase electrical feeder system with
a separate equipment grounding conductor terminating in the control room/space, located per
Otis layout. Feeder conductors and grounding conductor sized according to elevator current
characteristics as shown on the Otis Confirmation of Power Supply form. A fused disconnect
switch or circuit breaker capable of being locked in the open position, for each elevator per the
National Electrical Code (ANSI/NFPA 70) or Canadian Electrical Code (C22.1) with feeder or
branch wiring to controller [NEC 620-51] or [CEC Rule 28-106]. Fuses are to be current limiting
class RK1 or equivalent. Circuit breakers are to have current limiting characteristics equivalent to
class RK1 fuses. Fuses or circuit breakers are to be time delay to cover the full load up
accelerating current as listed in the Otis Confirmation of Power Supply form. The disconnecting
means required by the National Electrical Code shall be provided with all associated wiring and
conduit to the controller. Size of main contacts to suit elevator power characteristics.
32. If three (3) phase power is not available at the start of installation, a temporary single phase
220V, 55 ampere power supply with fused disconnect or circuit breaker for each elevator and
available in the control room(s)/space(s) can be provided.This option requires additional cost
and authorization from the Otis construction superintendent.
33. Provide a dedicated 125-volt, 15-ampere single-phase branch circuit; with a fused disconnect
switch or circuit breaker. This disconnect or breaker shall be capable of being locked in the open
position and located per the Otis layout. This branch circuit supplies the car lights, car top
receptacle, auxiliary lighting power source, and ventilation on each car in compliance with the
National Electrical Code [NEC 620-53] or Canadian Electrical Code [CEC Rule 28-106].
34. Provide a dedicated 125 volt, 15 ampere single-phase power supply with a fused SPST
disconnect switch or circuit breaker for remote monitoring. This disconnect or breaker shall be
capable of being locked in the open position and located per the Otis layout.
35. All 125 volt, 15 or 20 ampere single-phase receptacles installed in pits, machine spaces, control
room(s)/space(s) shall be of the ground-fault circuit-interrupter type. A dedicated single-phase
receptacle supplying a permanently installed pit sump pump shall not require GFCI protection.
36. Provide electric power for lights, tools, welding, hoisting, etc. during installation with sufficient
power for starting, testing and adjusting the elevator.
37. Provide one (1) dedicated outside telephone line, per group, to the elevator control room/space,
and terminated at the controller designated by the Otis construction superintendent.
38. In areas under the jurisdiction of ASME A17.1a-2002 where elevator travel is greater than or
equal to 60 ft, provide two-way voice communications means that shall enable emergency
personnel within the building to establish communications to each car individually without
intervention by a person within the car. The communication means shall override
communications to the outside of the building and once established shall only be terminated by
emergency personnel outside the car. Refer to ASME A17.1a-2002, section 2.27.1.1.4 for exact
requirements.
39. For elevators having an intercom, provide a separate 120 volt, 15 ampere, single phase power
supply with fused SPST disconnect switch or circuit breaker, located as required for inter-
communicating system power supply. Circuit to be arranged for feeding from the building
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OTIS ELEVATOR PROPOSAL
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emergency lighting supply if provided. Conduit and wiring for remotely located inter-
communicating stations.
40. For installations having a lobby panel, provide wiring and conduit to panels located away from the
elevator hoistway for remote elevator control/indicator panels.
41. For installations having emergency (standby) power, provide the emergency (standby) power unit
and means for starting it. The emergency (standby) power unit shall deliver to the elevator via
disconnect switches in the control room/space, sufficient power to operate one or more elevators
at a time at full rated speed, and rated load.
An automatic Power Transfer Switch for each power feeder to monitor both normal & emergency
(standby) power conditions & to perform the transfer from one to the other. Switch to have 2 sets
of normally closed dry contacts, one to be open when the switch is in the emergency (standby)
power position; the other to open upon initiation of power transfer & to close when transfer is
complete. Switch to have an inhibit function which will delay transfer to normal and/or emergency
(standby) power by an adjustable period of 0 – 300 seconds. Switch shall have a phase monitor
feature, which prohibits the transfer of power between “live” sources unless the sources are in
phase with each other. If a shunt trip device is provided, an additional normally closed contact,
with all associated wiring & conduit to the controller, is required from the emergency (standby)
power source. The emergency (standby) power unit must be capable of absorbing regenerative
power per elevator in accordance with ANSI/NFPA 70 requirement 620.91.
Emergency (standby) power system shall be connected to 125-volt power circuit as noted in note
A.2. of the Power Confirmation for the branch circuit supplying the car lights, car top receptacle,
auxiliary car lighting power source and car ventilation
42. For Hydraulic Elevators with a Battery-Powered Emergency Return Unit (ERU) - Provide the
disconnecting means required by the National Electrical Code (NEC) with an auxiliary contact and
wiring to the controller. The auxiliary contact is to be positively open when the main disconnecting
means is open. The auxiliary contact shall cause the ERU power source to be disconnected from
its load when the disconnecting means is in the open position. Size of main contacts to suit
elevator power characteristics. Heat sensors, when used to automatically disconnect the mainline
power supply prior to the application of water from sprinklers, shall be provided with a normally
closed contact with wiring from the sensing device to a controller designated by Otis. The
normally closed contact shall be closed when the heat sensor is not activated and shall be open
when the heat sensor is activated.
Control Room/Space and Machine Space Prep/Work
43. Maintain the temperature at the top of the hoistway (machine space) between 32º F (0º C) and
113º F (45º C). Relative humidity not to exceed 95% non-condensing. Provide ventilation to suit
Otis heat release amounts as shown on the Otis Confirmation of Power Supply form. If your
machine space temperatures exceed these requirements, contact your Otis sales representative.
44. Install a permanent light fixture at the top of the hoistway (machine space) of not less 200-lux
(19fc) as measured at the level of the standing surface at the level of the standing surface on the
car when the elevator is at the top landing. Light switch is to be located per the Otis layout.
45. Location of steel or concrete supports in the hoistway overhead (machine space) for the elevator
beams and channels as required by elevator contractor.
46. You agree to indemnify and save Otis harmless against any and all liability and costs arising out
of your failure to carry out any of the foregoing requirements.
AJC - EXHIBIT B-4 - BID PACKAGE FOUR - SCHEDULE "A" - ATTACHMENT "C"
OTIS ELEVATOR PROPOSAL
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AJC - EXHIBIT B-4 - BID PACKAGE FOUR - SCHEDULE "A" - ATTACHMENT "C"
OTIS ELEVATOR PROPOSAL
FEBRUARY 20, 2009
17 of 23
Attachment number 1Page 41 of 57
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6'-7 1/2"4'-3 1/8"2'-8 1/8" 3'-5" 6 3/8"
[2019][1299][816] [1042] [161]
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[2172] [2540] [5182] [7823] [10465] [2040] [1448] [1067] [1575] [737] [635] [1206] [965] [1046] [161]
7'-10"5'-5"3'-6 13/16" 3'-8 1/4" 6 15/16"
[2388]9' 4" 19'-0" 28'-8" 38'-4" 7'-8 5/16"[1651]4'-0" 5'-8" 2'-8"[1087] [1124] [177]
[2845] [5791] [8738] [11684] [2345] [1219] [1727] [813]
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AJC - EXHIBIT B-4 - BID PACKAGE FOUR - SCHEDULE "A" - ATTACHMENT "C"
OTIS ELEVATOR PROPOSAL
FEBRUARY 20, 2009
18 of 23
Attachment number 1Page 42 of 57
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CAB TO MAXIMUM
HEIGHT MINIMUM MAXIMUM MINIMUM MINIMUM MAXIMUM RISE
8'-0" 13'-2" 15'-2" 14'-9 3/16"11'-2"
[2438] [4013] [4622] [4500] 4'-11 1/4" 15'-3" 197'-0" [3402]
9'-7" 14'-9" 16'-9" 16'-4 3/16" [1505] [4648] [60046] 12'-9"
[2921] [4496] [5105] [4983][3886]
8'-0" 13'-10 3/8" 15'-10 3/8" 15'-5 9/16"11'-10 3/8"
[2438] [4225] [4835] [4713] 5'-5 1/4" 15'-9 1/2" [3615]
9'-7" 15'-5 3/8" 17'-5 3/8" 17'-0 9/16" [1657] [4813] 13'-5 3/8"
[2921] [4709] [5318] [5196] 302'-0" [4099]
8'-0" 14'-4 13/16" 16'-4 13/16" 16'-0" [92050] 12'-1 13/16"
[2438] [4389] [4999] [4876] 5'-8" 17'-10 1/2" [3704]
9'-7" 15'-11 13/16" 17'-11 13/16" 17'-7" [1728] [5448] 13'-8 13/16"
[2921] [4872] [5481] [5359][4187]
200 FPM
BL
350 FPM
* 400 FPM
AA PIT DEPTHCAR
SPEED
AJC - EXHIBIT B-4 - BID PACKAGE FOUR - SCHEDULE "A" - ATTACHMENT "C"
OTIS ELEVATOR PROPOSAL
FEBRUARY 20, 2009
19 of 23
Attachment number 1Page 43 of 57
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CAPACITY MIN. MAX. MIN. MAX.
4'-2 5/16"
[1278]
4'-2 1/2"
WITHOUT [1282]
COUNTERWEIGHT
SAFETY 4'-6 3/16"
SEISMIC [1376]
ZONE 2'-11 1/16" 4'-9 3/4" 6'-5 5/8"
0,1,2,3,4 [891] [1467]4'-6 5/16"[1972]
[1380]
4'-6 7/16"
WITH [1383]
COUNTERWEIGHT
SAFETY 4'-10 1/8"
[1477]
2500
3000
3500
4000
2500
3000
3500
4000
DTRSDTFS
2500 3000 3500 4000
3.7K 4.2K 4.1K 4.1K
16,2KN 18,7KN 18,4KN 18,3KN
4.0K 4.5K 4.5K 4.5K
17,8KN 20,1KN 19,8KN 19,7KN
6.5K 8.2K 8.2K 8.1K
28,9KN 36,6KN 36,5KN 35,9KN
7.1K 8.8K 8.8K 8.7K
31,3KN 39,1KN 39,0KN 38,5KN
6.9K 8.0K 7.9K 7.8K
30,6KN 35,7KN 35,0KN 34,8KN
7.5K 8.6K 8.4K 8.4K
33,2KN 38,1KN 37,4KN 37,3KN
12.1K 15.5K 15.5K 15.2K
53,8KN 69,1KN 68,8KN 67,8KN
13.0K 16.5K 16.4K 16.2K
58,0KN 73,5KN 73,1KN 72,1KN
OVERHEAD BUILDING REACTIONS
STATIC
A
B
C
D
REF CAPACITY
MACHINE BEAMS W10x39
DYNAMIC
A
B
C
D
AJC - EXHIBIT B-4 - BID PACKAGE FOUR - SCHEDULE "A" - ATTACHMENT "C"
OTIS ELEVATOR PROPOSAL
FEBRUARY 20, 2009
20 of 23
Attachment number 1Page 44 of 57
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AJC - EXHIBIT B-4 - BID PACKAGE FOUR - SCHEDULE "A" - ATTACHMENT "C"
OTIS ELEVATOR PROPOSAL
FEBRUARY 20, 2009
21 of 23
Attachment number 1Page 45 of 57
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AJC - EXHIBIT B-4 - BID PACKAGE FOUR - SCHEDULE "A" - ATTACHMENT "C"
OTIS ELEVATOR PROPOSAL
FEBRUARY 20, 2009
22 of 23
Attachment number 1Page 46 of 57
AJC - EXHIBIT B-4 - BID PACKAGE FOUR - SCHEDULE "A" - ATTACHMENT "C"
OTIS ELEVATOR PROPOSAL
FEBRUARY 20, 2009
23 of 23
Attachment number 1Page 47 of 57
Page 1 of 5
AJC - Tracking Budget Est 2/20/2009 11:16 AM
B-4 Schedule "A" Attachment"D"
Augusta Richmond County Judicial Center - 36
Tracking Budget Estimate at Bid Package 04 - Critical Path
Exhibit B-4 Schedule "A" Attachment "D"
Project name AJC - Tracking Budget Est
B-4 Schedule "A" Attachment"D"
Augusta
GA
Estimator GRL/JGS/JCB/SWH
Bid date 2/20/2009 5:00 PM
Report format Sorted by 'Group phase/Phase'
'Phase' summary
Allocate addons
Print item notes
Attachment number 1Page 48 of 57
Page 2 of 5
AJC - Tracking Budget Est 2/20/2009 11:16 AM
B-4 Schedule "A" Attachment"D"
Description Quantity
Labor
Unit Cost Amount
Material
Unit Cost Amount
Subcontract
Unit Cost Amount
Total
Unit Cost Amount
02000.0 SITE CONSTRUCTION
02060.0 Site Demolition 182,668.00 sqft
02080.0 Hazardous Material Abate 182,668.00 sqft
02105.0 Site Engineering 182,668.00 sqft 0.092/sqft 16,720 0.092/sqft 16,720
02210.0 Site Grading 182,668.00 sqft 3.86 /sqft 704,621 3.86 /sqft 704,621
02211.0 Finish Site Grading/Bobca 182,668.00 sqft 0.103/sqft 18,875 0.103/sqft 18,875
02215.0 Erosion Control 182,668.00 sqft
02280.0 Soil Treatment 182,668.00 sqft 0.031/sqft 5,580 0.031/sqft 5,580
02370.0 Bored/Augered Piles 182,668.00 sqft 4.68 /sqft 854,842 4.68 /sqft 854,842
02510.0 Asphaltic Concrete Paving 182,668.00 sqft 3.05 /sqft 556,414 3.05 /sqft 556,414
02515.0 Unit Pavers 182,668.00 sqft 0.50 /sqft 90,381 0.50 /sqft 90,381
02521.0 Concrete Curb & Gutter 182,668.00 sqft 0.74 /sqft 135,166 0.74 /sqft 135,166
02522.0 Walks & Pads 182,668.00 sqft 0.22 /sqft 39,909 0.384/sqft 70,075 0.602/sqft 109,984
02580.0 Pavement Marking 182,668.00 sqft 0.06 /sqft 10,719 0.06 /sqft 10,719
02660.0 Water Distribution 182,668.00 sqft
02685.0 Gas Distribution Systems 182,668.00 sqft
02710.0 Subdrainage Systems 182,668.00 sqft
02720.0 Storm Sewerage 182,668.00 sqft
02730.0 Sanitary Sewer 182,668.00 sqft
02785.0 Electrical Power Transmis 182,668.00 sqft
02790.0 Site Commun. Conduits 182,668.00 sqft 0.093/sqft 16,936 0.093/sqft 16,936
02801.0 Modular Retaining Walls 182,668.00 sqft
02830.0 Fences 182,668.00 sqft 0.19 /sqft 34,330 0.19 /sqft 34,330
02870.0 Site & Street Furnishings 182,668.00 sqft 0.304/sqft 55,496 0.14 /sqft 25,000 0.441/sqft 80,496
02900.0 Landscaping 182,668.00 sqft 1.06 /sqft 193,418 1.06 /sqft 193,418
SITE CONSTRUCTION
182,668.00 sqft
0.63 /sqft 114,279 14.86 /sqft 2,714,202 15.484/sqft 2,828,481
03000.0 CONCRETE
03210.0 Reinforcing Steel 182,668.00 sqft 0.59 /sqft 106,929 0.59 /sqft 106,929
03300.0 Cast in Place Concrete 182,668.00 sqft 0.04 /sqft 7,348 0.06 /sqft 10,605 0.10 /sqft 17,953
03305.0 Concrete Pumping 182,668.00 sqft 0.01 /sqft 905 0.01 /sqft 905
03310.A Structural Concrete 182,668.00 sqft 37.19 /sqft 6,793,093 37.19 /sqft 6,793,093
CONCRETE
182,668.00 sqft
0.63 /sqft 114,277 37.251/sqft 6,804,603 37.88 /sqft 6,918,880
04000.0 MASONRY
04200.0 Unit Masonry 182,668.00 sqft 3.20 /sqft 584,335 6.632/sqft 1,211,409 9.831/sqft 1,795,744
04200.2 Unit Masonry - CMU Walls 182,668.00 sqft 1.07 /sqft 195,076 0.944/sqft 172,461 2.012/sqft 367,537
04400.0 Stone 182,668.00 sqft 0.922/sqft 168,492 0.922/sqft 168,492
MASONRY
182,668.00 sqft
4.27 /sqft 779,411 8.50 /sqft 1,552,362 12.77 /sqft 2,331,774
05000.0 METALS
05120.0 Structural Steel 182,668.00 sqft 2.79 /sqft 509,404 2.79 /sqft 509,404
05160.0 Framing System/Pre-Engine 182,668.00 sqft
05720.0 Ornamental Handrails Rail 182,668.00 sqft 0.67 /sqft 122,400 0.67 /sqft 122,400
METALS
182,668.00 sqft
3.46 /sqft 631,804 3.46 /sqft 631,804
06000.0 WOOD AND PLASTICS
06050.0 Fasteners & Adhesives 182,668.00 sqft 0.091/sqft 16,614 0.091/sqft 16,614
06100.0 Rough Carpentry 182,668.00 sqft 0.52 /sqft 94,457 0.193/sqft 35,182 0.71 /sqft 129,639
Attachment number 1Page 49 of 57
Page 3 of 5
AJC - Tracking Budget Est 2/20/2009 11:16 AM
B-4 Schedule "A" Attachment"D"
Description Quantity
Labor
Unit Cost Amount
Material
Unit Cost Amount
Subcontract
Unit Cost Amount
Total
Unit Cost Amount
06220.0 Millwork 182,668.00 sqft 16.38 /sqft 2,991,265 16.38 /sqft 2,991,265
06240.0 Laminates 182,668.00 sqft 1.27 /sqft 231,629 1.27 /sqft 231,629
06450.0 Standing & Running Trim 182,668.00 sqft 0.39 /sqft 70,648 0.39 /sqft 70,648
06600.0 GFRC Fabrications 182,668.00 sqft 0.894/sqft 163,255 1.74 /sqft 317,080 2.63 /sqft 480,335
WOOD AND PLASTICS
182,668.00 sqft
0.52 /sqft 94,457 1.18 /sqft 215,051 19.77 /sqft 3,610,622 21.46 /sqft 3,920,130
4,160.00 Labor hours
07000.0 THERMAL AND MOISTURE PROT
07100.0 Waterproofing 182,668.00 sqft 0.073/sqft 13,389 0.073/sqft 13,389
07150.0 Dampproofing 182,668.00 sqft 0.044/sqft 8,077 0.044/sqft 8,077
07240.0 Stucco Soffits 182,668.00 sqft 0.182/sqft 33,162 0.182/sqft 33,162
07250.0 Fireproofing 182,668.00 sqft 0.192/sqft 35,037 0.192/sqft 35,037
07510.0 Modified Bitumen Roofing 182,668.00 sqft 7.02 /sqft 1,282,213 7.02 /sqft 1,282,213
07610.0 Metal Roofing 182,668.00 sqft 2.013/sqft 367,797 2.013/sqft 367,797
07920.0 Sealants & Caulking 182,668.00 sqft 0.52 /sqft 94,853 0.52 /sqft 94,853
THERMAL AND MOISTURE PROT
182,668.00 sqft
10.043/sqft 1,834,527 10.043/sqft 1,834,527
08000.0 DOORS AND WINDOWS
08001.0 Doors, Frames, & Hardware 182,668.00 sqft 4.422/sqft 807,668 0.824/sqft 150,580 5.25 /sqft 958,248
08360.0 Overhead Doors 182,668.00 sqft 0.771/sqft 140,882 0.771/sqft 140,882
08410.0 Aluminum Entrances & Stor 182,668.00 sqft 5.46 /sqft 996,481 5.46 /sqft 996,481
DOORS AND WINDOWS
182,668.00 sqft
4.422/sqft 807,668 7.051/sqft 1,287,943 11.472/sqft 2,095,611
09000.0 FINISHES
09250.0 Gypsum Wallboard 182,668.00 sqft 19.92 /sqft 3,638,033 19.92 /sqft 3,638,033
09300.0 Tile 182,668.00 sqft 0.70 /sqft 127,759 0.70 /sqft 127,759
09380.0 Terrazzo 182,668.00 sqft 2.644/sqft 482,901 2.644/sqft 482,901
09525.0 Resilient Flooring 182,668.00 sqft 0.40 /sqft 72,351 0.40 /sqft 72,351
09680.0 Carpet 182,668.00 sqft 2.772/sqft 506,309 2.772/sqft 506,309
09780.0 Floor Treatment 182,668.00 sqft 0.04 /sqft 7,173 0.071/sqft 13,000 0.11 /sqft 20,173
09800.0 Special Coatings 182,668.00 sqft 1.174/sqft 214,375 1.174/sqft 214,375
09900.0 Painting 182,668.00 sqft 1.494/sqft 272,906 1.494/sqft 272,906
09950.0 Wallcovering 182,668.00 sqft 0.43 /sqft 78,280 0.43 /sqft 78,280
FINISHES
182,668.00 sqft
0.04 /sqft 7,173 29.594/sqft 5,405,914 29.633/sqft 5,413,087
10000.0 SPECIALTIES
10115.0 Marker Boards 182,668.00 sqft 0.02 /sqft 3,427 0.02 /sqft 3,427
10165.0 Toilet Partitions & Acces 182,668.00 sqft 0.67 /sqft 122,385 0.67 /sqft 122,385
10200.0 Louvers & Vents 182,668.00 sqft
10260.0 Wall & Corner Guards 182,668.00 sqft 0.03 /sqft 5,350 0.03 /sqft 5,350
10270.0 Access Flooring 182,668.00 sqft
10350.0 Flagpoles 182,668.00 sqft 0.08 /sqft 13,950 0.08 /sqft 13,950
10440.0 Signage 182,668.00 sqft 0.821/sqft 150,000 0.821/sqft 150,000
10500.0 Lockers 182,668.00 sqft
10520.0 Fire Ext. Cabinets, Acces 182,668.00 sqft 0.03 /sqft 4,711 0.03 /sqft 4,711
10650.0 Operable Partitions 182,668.00 sqft
10850.0 Miscellaneous Specialties 182,668.00 sqft
SPECIALTIES
182,668.00 sqft
0.06 /sqft 10,061 1.59 /sqft 289,762 1.641/sqft 299,823
Attachment number 1Page 50 of 57
Page 4 of 5
AJC - Tracking Budget Est 2/20/2009 11:16 AM
B-4 Schedule "A" Attachment"D"
Description Quantity
Labor
Unit Cost Amount
Material
Unit Cost Amount
Subcontract
Unit Cost Amount
Total
Unit Cost Amount
11000.0 EQUIPMENT
11020.0 Security & Vault Equipmen 182,668.00 sqft
11130.0 Audio Visual Equipment 182,668.00 sqft
11190.0 Security and Detention Eq 182,668.00 sqft 4.05 /sqft 738,830 4.05 /sqft 738,830
11452.0 Residential Appliance 182,668.00 sqft
EQUIPMENT
182,668.00 sqft
4.05 /sqft 738,830 4.05 /sqft 738,830
12000.0 FURNISHINGS
12500.0 Window Treatments 182,668.00 sqft 0.09 /sqft 16,485 0.09 /sqft 16,485
12690.0 Entry Mats 182,668.00 sqft 0.023/sqft 4,271 0.022/sqft 3,992 0.05 /sqft 8,263
12700.0 Multiple Seating 182,668.00 sqft 0.692/sqft 126,447 0.692/sqft 126,447
FURNISHINGS
182,668.00 sqft
0.023/sqft 4,271 0.804/sqft 146,924 0.83 /sqft 151,195
13000.0 SPECIAL CONSTRUCTION
13120.0 Division 13 Subcontractor 182,668.00 sqft 0.15 /sqft 27,374 0.15 /sqft 27,374
SPECIAL CONSTRUCTION
182,668.00 sqft
0.15 /sqft 27,374 0.15 /sqft 27,374
14000.0 CONVEYING SYSTEMS
14200.0 Elevators 182,668.00 sqft 4.34 /sqft 791,900 4.34 /sqft 791,900
14400.0 Lifts 182,668.00 sqft
CONVEYING SYSTEMS
182,668.00 sqft
4.34 /sqft 791,900 4.34 /sqft 791,900
15000.0 MECHANICAL
15300.0 Fire Protection 182,668.00 sqft 2.361/sqft 431,300 2.361/sqft 431,300
15400.0 Plumbing 182,668.00 sqft
15500.0 HVAC 182,668.00 sqft 27.38 /sqft 5,001,338 27.38 /sqft 5,001,338
MECHANICAL
182,668.00 sqft
29.741/sqft 5,432,638 29.741/sqft 5,432,638
16000.0 ELECTRICAL
16010.0 Electrical Subcontractor 182,668.00 sqft 28.693/sqft 5,241,329 28.693/sqft 5,241,329
16600.0 Special Systems 182,668.00 sqft
ELECTRICAL
182,668.00 sqft
28.693/sqft 5,241,329 28.693/sqft 5,241,329
17000.0 MISCELLANEOUS
17100.0 Miscellaneous 182,668.00 sqft
Attachment number 1Page 51 of 57
Page 5 of 5
AJC - Tracking Budget Est 2/20/2009 11:16 AM
B-4 Schedule "A" Attachment"D"
Estimate Totals
Description Amount Totals Hours Rate Cost Basis Cost per Unit
Labor 94,457 4,160.000 hrs
Material 2,052,192
Subcontract 36,510,736
Equipment
Other
38,657,385 38,657,385
Sub Bonds 730,215 2.000 %C
730,215 39,387,600
Dtl Design/Market Ctngy 1,384,320 L
1,384,320 40,771,920
Escalation 1,672,362 4.102 %T
1,672,362 42,444,282
CM/GC Contingency 1,061,107 2.500 %T
1,061,107 43,505,389
Lump Sum GC/Fee/Precon 4,994,611 L
4,994,611 48,500,000
Total 48,500,000
Attachment number 1Page 52 of 57
Page 1 of 4
AJC Exhibit B-4 - Bid Package Four
Schedule "A" - Attachment "E"
2/20/2009 11:24 AM
Item Description Total
Amount
AJC-36 AJC-30 Variance
02000.0 SITE CONSTRUCTION
02060.0 Site Demolition
02080.0 Hazardous Material Abate
02105.0 Site Engineering 16,720 16,720 0
02210.0 Site Grading 704,621 704,621 0
02211.0 Finish Site Grading/Bobca 17,640 17,640 0
02215.0 Erosion Control
02280.0 Soil Treatment 5,580 5,580 0
02370.0 Bored/Augered Piles 854,842 854,842 0
02510.0 Asphaltic Concrete Paving 556,414 556,414 0
02515.0 Unit Pavers 90,381 90,381 0
02521.0 Concrete Curb & Gutter 135,166 135,166 0
02522.0 Walks & Pads 107,373 107,373 0
02580.0 Pavement Marking 10,719 10,719 0
02660.0 Water Distribution
02685.0 Gas Distribution Systems
02710.0 Subdrainage Systems
02720.0 Storm Sewerage
02730.0 Sanitary Sewer
02785.0 Electrical Power Transmis
02790.0 Site Commun. Conduits 16,936 16,936 0
02801.0 Modular Retaining Walls
02830.0 Fences 34,330 34,330 0
02870.0 Site & Street Furnishings 76,865 76,865 0
02900.0 Landscaping 193,418 193,418 0
SITE CONSTRUCTION 2,821,005 2,821,005 0
03000.0 CONCRETE
03210.0 Reinforcing Steel 99,934 99,934 0
03300.0 Cast in Place Concrete 17,472 17,472 0
03305.0 Concrete Pumping 905 905 0
03310.A Structural Concrete 6,793,093 6,793,093 0
CONCRETE 6,911,404 6,911,404 0
04000.0 MASONRY
04200.0 Unit Masonry 1,757,517 1,757,517 0
04200.2 Unit Masonry - CMU Walls 354,775 354,775 0
04400.0 Stone 168,492 168,492 0
MASONRY 2,280,784 2,280,784 0
05000.0 METALS
05120.0 Structural Steel 509,404 168,000 341,404
05160.0 Framing System/Pre-Engine
05720.0 Ornamental Handrails Rail 122,400 122,400 0
METALS 631,804 290,400 341,404
06000.0 WOOD AND PLASTICS
06050.0 Fasteners & Adhesives 15,527 15,527 0
06100.0 Rough Carpentry 127,337 127,337 0
06220.0 Millwork 2,991,265 2,991,265 0
06240.0 Laminates 231,629 231,629 0
06450.0 Standing & Running Trim 70,648 70,648 0
06600.0 GFRC Fabrications 469,655 469,655 0
Attachment number 1Page 53 of 57
Page 2 of 4
AJC Exhibit B-4 - Bid Package Four
Schedule "A" - Attachment "E"
2/20/2009 11:24 AM
Item Description Total
Amount
AJC-36 AJC-30 Variance
WOOD AND PLASTICS 3,906,061 3,906,061 0
07000.0 THERMAL AND MOISTURE PROT
07100.0 Waterproofing 13,389 13,389 0
07150.0 Dampproofing 8,077 8,077 0
07240.0 Stucco Soffits 33,162 33,162 0
07250.0 Fireproofing 35,037 35,037 0
07510.0 Modified Bitumen Roofing 1,282,213 1,282,213 0
07610.0 Metal Roofing 367,797 367,797 0
07920.0 Sealants & Caulking 94,853 94,853 0
THERMAL AND MOISTURE PROT 1,834,527 1,834,527 0
08000.0 DOORS AND WINDOWS
08001.0 Doors, Frames, & Hardware 905,410 905,410 0
08360.0 Overhead Doors 140,882 140,882 0
08410.0 Aluminum Entrances & Stor 996,481 996,481 0
DOORS AND WINDOWS 2,042,773 2,042,773 0
09000.0 FINISHES
09250.0 Gypsum Wallboard 3,638,033 3,083,909 554,124
09300.0 Tile 127,759 127,759 0
09380.0 Terrazzo 482,901 482,901 0
09525.0 Resilient Flooring 72,351 72,351 0
09680.0 Carpet 506,309 506,309 0
09780.0 Floor Treatment 19,704 19,704 0
09800.0 Special Coatings 214,375 214,375 0
09900.0 Painting 272,906 272,906 0
09950.0 Wallcovering 78,280 78,280 0
FINISHES 5,412,618 4,858,494 554,124
10000.0 SPECIALTIES
10115.0 Marker Boards 3,427 3,427 0
10165.0 Toilet Partitions & Acces 122,385 122,385 0
10200.0 Louvers & Vents
10260.0 Wall & Corner Guards 5,000 5,000 0
10270.0 Access Flooring
10350.0 Flagpoles 13,950 13,950 0
10440.0 Signage 150,000 150,000 0
10500.0 Lockers
10520.0 Fire Ext. Cabinets, Acces 4,403 4,403 0
10650.0 Operable Partitions
10850.0 Miscellaneous Specialties
SPECIALTIES 299,165 299,165 0
11000.0 EQUIPMENT
11020.0 Security & Vault Equipmen
11130.0 Audio Visual Equipment 18,000 (18,000)
11190.0 Security and Detention Eq 738,830 1,250,830 (512,000)
11452.0 Residential Appliance
11900.0 Acoustical Wall Treatment 85,998 (85,998)
Attachment number 1Page 54 of 57
Page 3 of 4
AJC Exhibit B-4 - Bid Package Four
Schedule "A" - Attachment "E"
2/20/2009 11:24 AM
Item Description Total
Amount
AJC-36 AJC-30 Variance
EQUIPMENT 738,830 1,354,828 (615,998)
12000.0 FURNISHINGS
12500.0 Window Treatments 16,485 16,485 0
12690.0 Entry Mats 7,984 7,984 0
12700.0 Multiple Seating 126,447 126,447 0
FURNISHINGS 150,916 150,916 0
13000.0 SPECIAL CONSTRUCTION
13120.0 Division 13 Subcontractor 27,374 100,770 (73,396)
SPECIAL CONSTRUCTION 27,374 100,770 (73,396)
14000.0 CONVEYING SYSTEMS
14200.0 Elevators 791,900 782,000 9,900
14400.0 Lifts
CONVEYING SYSTEMS 791,900 782,000 9,900
15000.0 MECHANICAL
15300.0 Fire Protection 431,300 582,470 (151,170)
15400.0 Plumbing 1,638,219 (1,638,219)
15500.0 HVAC 5,001,338 4,569,631 431,707
MECHANICAL 5,432,638 6,790,321 (1,357,683)
16000.0 ELECTRICAL
16010.0 Electrical Subcontractor 5,241,329 3,364,175 1,877,154
16600.0 Special Systems 203,547 (203,547)
16610.0 Fire Alarm System 246,602 (246,602)
16700.0 k 359,074 (359,074)
ELECTRICAL 5,241,329 4,173,398 1,067,931
17000.0 MISCELLANEOUS
17100.0 Miscellaneous
Total 38,523,129 38,596,846 (73,718)
Attachment number 1Page 55 of 57
Page 4 of 4
AJC Exhibit B-4 - Bid Package Four
Schedule "A" - Attachment "E"
2/20/2009 11:24 AM
Item Description Total
Amount
AJC-36 AJC-30 Variance
Estimate Totals
Labor 94,457 94,457 0
Material 1,917,936 1,917,936 0
Subcontract 36,510,736 36,584,453 (73,717)
Equipment 0 0 0
Other 0 0 0
38,523,129 38,596,846 (73,717)
Sales Tax 134,256 134,256 0
38,657,385 38,731,102 (73,717)
Sub Bonds 730,215 731,689 (1,474)
39,387,600 39,462,791 (75,191)
Dtl Design/Market Ctngy 1,384,320 1,309,129 75,191
40,771,920 40,771,920 0
Escalation 1,672,362 1,672,362 0
42,444,282 42,444,282 0
CM/GC Contingency 1,061,107 1,061,107 0
43,505,389 43,505,389 0
Lump Sum GC/Fee/Precon 4,994,611 4,994,611 0
48,500,000 48,500,000 0
Total 48,500,000 48,500,000 0
Attachment number 1Page 56 of 57
Unit
AdditionalDOTTypeCSiltFence lnft
48"OrangeTreeSaveFence lnft
Sd2
Engineering Services Committee Meeting
3/9/2009 1:00 PM
Approve payment to Eagle Utility for emergency repair work on Doug Barnard Parkway.
Department:
Caption:Motion to approve $29,626.25 to Eagle Utility for emergency repair work on Doug
Barnard Parkway.
Background:On December 31, 2008 Augusta Utilities was alerted to a possible sanitary sewer
cave in on Doug Barnard Parkway near Dan Bowles Road. In the interest of public
safety, Augusta utilities deployed several personnel to the site to temporarily reroute
traffic around the depression in the pavement. Eagle Utility was contacted and able
to respond with a crew and equipment quickly to investigate and repair the cause of
the pavement collapse. Eagle crews worked New Year’s Eve, New Year’s Day and
two more days to repair the problem and return the road to a state of use.
Analysis:Augusta Utilities Supervisors contacted Eagle Utility to make the repairs on Doug
Barnard because they could respond quickly and stay on task until completion. Due
to the nature of a road collapse and the possible negative effect on the travelling
public, time is of the essence in these situations. Augusta Utilities staff evaluated
several options and concluded Eagle Utility to be the most fair and reasonable.
Financial Impact:Funds are available from the following: 507043420-5425210/80900005-5425210
Alternatives:None
Recommendation:Approve payment to Eagle Utility in the amount of $29,626.25 for emergency repair
work.
Funds are Available in the
Following Accounts:507043420-5425210/80900005-5425210
REVIEWED AND APPROVED BY:
Finance.
Procurement.
Law.
Administrator.
Clerk of Commission
Cover Memo
Attachment number 1Page 1 of 1
Engineering Services Committee Meeting
3/9/2009 1:00 PM
Augusta Levee Certification/FERC Dam Safety Performance Monitoring Program
Department:Abie L. Ladson, PE, CPESC, Director of Engineering
Caption:Approve Capital Project Budget (CPB) and Supplemental Agreement
Number One for the FERC Dam Safety Performance Monitoring Program in
the amount of $624,470.00 to certify the Augusta Levee in accordance with
both FEMA (Federal Emergency Management Agency), and the Army Corp
of Engineers guidelines.
Background:The Augusta City Levee is approximately 16,000 feet long (11.55 miles
long), and extends from Lake Olmstead to Butler Creek. The original levee
was constructed between 1908 and 1916, and in 1937 the U.S. Army Corps
of Engineers raised the levee after the floods of 1929. In 1941, the Army
Corp of Engineers passed the ownership of the levee to the City of
Augusta. In 2007, Congress passed the National Levee Safety Act to
establish an inventory and inspection program for the nation’s levees
because of the levee failures during Hurricane Katrina and other catastrophic
levee failures along the Mississippi in the last decade. The City of Augusta
has entered into an agreement with FEMA as a requirement for the new
digital maps. The City would be designated as a Provisionally Accredited
Levee (PAL) until the levee is certified. FEMA is requiring the Augusta
Levee to be certified by a qualified Professional Engineer to insure the area
behind the levee is protected in the event of a 100-year storm. If the levee is
not certified under the PAL Agreement by December 28, 2009, the residents
behind the levee would require flood insurance. A non-certification of the
levee would affect approximately 4,000 parcels (52,000 acres).
Analysis:Augusta-Richmond County Utilities Department is currently under contract
with the Cranston Engineering Group, Inc. to have the Augusta Canal
licensed through the Federal Energy Regulatory Commission (FERC). The
Augusta Levee Certification would be a direct overlap of the licensing for
the canal on the western portion of the levee. The levee certification process
will consist of detail surveying and engineering services (A detailed scope
services is attached). The estimated time to complete the certification
process is six months.
Financial Impact:Funds of $340,975.00 are available in the Lake Aumond Dam Improvement
Project to be transferred to the Augusta Levee project as well as an
additional $283,495.00 to be transferred from Phase IV Recapture to fully
fund the project.
Alternatives:1) Approve Capital Project Budget (CPB) and Supplemental Agreement
Number One for the FERC Dam Safety Performance Monitoring Program in
the amount of $624,470.00 to certify the Augusta Levee in accordance with
Cover Memo
both FEMA (Federal Emergency Management Agency), and the Army Corp
of Engineers guidelines. 2) Do not approve, and require the residents behind
the levee to purchase flood insurance.
Recommendation:Approve Alternative Number One.
Funds are Available in
the Following
Accounts:
324-041110-6011110/207824999-6011110 - $283,495 324-04-
1110/2038240088 - $340,975
REVIEWED AND APPROVED BY:
Finance.
Procurement.
Law.
Administrator.
Clerk of Commission
Cover Memo
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Engineering Services Committee Meeting
3/9/2009 1:00 PM
Condemnation
Department:Attorney
Caption:Motion to authorize condemnation to acquire a permanent drainage and
access easement and a temporary construction easement for the AUD
D’Antignac Drainage Improvements Project at the property designated as
Tax Map 046-2, Parcel 120-01, 1225 Walton Way.
Background:The City has been unable to reach a mutually acceptable agreement with the
property owner. In order for the project to proceed and avoid further delays,
it is necessary to condemn a portion of subject property. The required
property consists of 3,718 square feet or 0.09 acre of permanent drainage
and access easement and 4,313 square feet of temporary construction
easement. The appraised value is $13,485.00.
Analysis:Condemnation is necessary in order for the project to proceed.
Financial Impact:The necessary costs will be covered under the project budget.
Alternatives:Deny condemnation
Recommendation:Approve condemnation.
Funds are Available in
the Following
Accounts:
REVIEWED AND APPROVED BY:
Law.
Administrator.
Clerk of Commission
Cover Memo
Engineering Services Committee Meeting
3/9/2009 1:00 PM
East Augusta St & Drainage Impvts - Award CSA
Department:Abie L. Ladson, PE, CPESC, Director of Engineering
Caption:Award Design Consultant Services Agreement to WR Toole Engineers, Inc.
for the Capital Project Budget in the amount of $500,000 on the East
Augusta Street and Drainage Improvements Project to be funded from
SPLOST Phase III Urban Recapture Funds for the Engineering Department.
Background:The East Augusta Street and Drainage Improvement project is an identified
and partially funded project to address flooding and associated roadway
improvements in the East Augusta Area bounded by East Boundary Street,
the Levee, I-520 and Laney Walker Blvd. The drainage system in this area is
not adequate to handle low frequency rain events, thus causing flooding
several streets and yards. The Georgia Department of Transportation
(GDOT) has also committed $450,000 of State-Aid to this project. Funds
allocated to this project are only for design.
Analysis:The following firms were evaluated based on qualifications, project
approach, experience, and schedule on January 23, 2007. The following
firms submitted RFQs and were evaluated: 1. ARCADIS 2. Gannett Fleming
3. EMC Engineering Services, Inc. 4. W. K. Dickerson 5. W.R. Toole
Engineers, Inc. 6. Cranston Engineering Group, Inc. (Non-compliant) W.R.
Toole Engineers, Inc. was selected based on the evaluation procedures used
for this project.
Financial Impact:Funds are available in SPLOST Phase III Urban Recapture account
IMPACT: number 327-041110-6011110/296812333-6011110.
Alternatives:1) Award Design Consultant Services Agreement to WR Toole Engineers,
Inc. for the Capital Project Budget in the amount of $500,000 on the East
Augusta Street and Drainage Improvements Project to be funded from
SPLOST Phase III Urban Recapture Funds for the Engineering Department.
2) Do not approve, and risk loosing $450,000.00 of State-Aid funds.
Recommendation:Approve Alternative Number One.
Funds are Available in
the Following
Accounts:
327-041110-6011110/296812333-601111
REVIEWED AND APPROVED BY:
Cover Memo
Finance.
Procurement.
Law.
Administrator.
Clerk of Commission
Cover Memo
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Augusta-Richmond County, Georgia
CAPITAL PROJECT BUDGET
EAST AUGUSTA STREET AND DRAINAGE IMPROVEMENTS
Capital Project Budget is hereby authorized:
Section 1: This project is authorized to CPB#N/A. This project proposes to address flooding and associated
roadway improvements in the East Augusta area bounded by East Boundary Street, the Levee,
Section 2: The following revenues are anticipated to be available to the Consolidated Government to
complete the project.
SPLOST Urban Phase III Recapture $500,000
GDOT STATE AID CONTRACT $450,000
$950,000
Section 3: The following amounts are appropriated for the project:
CPB#N/A
BE IT ORDAINED by the Commission-Council of Augusta-Richmond County, Georgia that the following
I-520 and Laney Walker Blvd.
DO NOT PROCESS THIS DOCUMENT. (once approved by the Commission
Engineering will send the original document(s) for execution to the Clerk of Commission
Office. For questions please contact Engineering at ext 5070. )
Section 3: The following amounts are appropriated for the project:
By Basin By District
Phinizy Swamp $950,000 1st $950,000
Section 4: Copies of this Capital Project Budget shall be made available to the Comptroller for direction in
carrying out this project.
Adopted this ____________________ day of ______________________.
Approved
____________________________________________________________
Original-Commission Council Office
Copy-Engineering Department
Copy-Finance Department
Copy-Procurement Department
Honorable Deke Copenhaver, Mayor
1 of 2 2.23.09
Attachment number 2Page 1 of 2
Augusta-Richmond County, Georgia
CAPITAL PROJECT BUDGET
EAST AUGUSTA STREET AND DRAINAGE IMPROVEMENTS
CPB#N/A
CPB AMOUNT CPB NEW
SOURCE OF FUNDS CPB CHANGE CPB
URBAN SPLOST PHASE III RECAPTURE
327-041110-296812333 $500,000 $500,000
GDOT STATE AID CONTRACT $450,000 $450,000
TOTAL SOURCES:$950,000 $950,000
USE OF FUNDS
ENGINEERING
327-04-1110-5212115-000000000 $950,000 $950,000
TOTAL USES:$950,000 $950,000
2 of 2 2.23.09
Attachment number 2Page 2 of 2
REQUEST FOR QUALIFICATIONS
Request for Qualifications will be received at this office until Tuesday, January 23, 2007 @ 3:00 p.m.
FOR FURNISHING:
RFQ ITEM #06-202 East Augusta Roadway and Drainage Improvements for Engineering Department
RFQs will be received by: The Augusta Commission hereinafter referred to as the OWNER at the offices of:
Geri A. Sams, Director
Augusta Procurement Department
530 Greene Street - Room 605
Augusta, Georgia 30911
RFQ documents may be examined at the office of the Augusta, GA Procurement Department, 530 Greene
Street – Room 605, Augusta, GA 30911. All questions must be submitted in writing to the office of the
Procurement Department by Thursday, January 4, 2007 @ 4:00 p.m. by fax at 706-821-2811 or by mail.
No RFQ will be accepted by fax, all must be received by mail or hand delivered.
The local bidder preference program is applicable to this project. To be approved as a local bidder and
receive bid preference on an eligible local project, the certification statement as a local bidder and all
supporting documents must be submitted to the Procurement Department with your bonafide bid
package.
It is the wish of the Owner that minority businesses are given the opportunity to submit on the various parts of
the work. This desire on the part of the Owner is not intended to restrict or limit competitive 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.
No RFQ may be withdrawn for a period of 60 days after time has been called on the date of opening.
Bidders will please note that the number of copies requested; all supporting documents including financial
statements and references and such other attachments that may be required by the bid invitation are material
conditions of the bid. Any package found incomplete or submitted late shall be rejected by the Procurement
Office. Any bidder allegedly contending that he/she has been improperly disqualified from bidding due to an
incomplete bid submission shall have the right to appeal to the appropriate committee of the Augusta
Commission. Please mark RFQ number on the outside of the envelope.
Bidders are cautioned that sequestration of RFQ documents through any source other than the office of the
Procurement Department is not advisable. Acquisition of RFQ documents from unauthorized sources places
the bidder at the risk of receiving incomplete or inaccurate information upon which to base his qualifications.
Augusta has a Link Deposit program designed to provide loans to eligible local Small, Minority and Women
Owned Businesses. For more information about this program, please contact the Office of the Disadvantage
Business Enterprise at 706-821-2406.
GERI A. SAMS, Procurement Director
Publish:
Augusta Chronicle December 7, 14, 21, 28, 2006
Metro Courier December 13, 2006
cc: Tameka Allen Interim Deputy Administrator
Abie Ladson Engineering
Robert Oliver Engineering
Yvonne Gentry DBE Coordinator
Attachment number 3Page 1 of 1
Vendor Original
Five (5)
copies Fee
Addendum
# 1
ARCADIS, 2849 Paces Ferry
Rd. Suite 400, Atlanta, GA
30339 Yes Yes Yes Yes
Gannett Fleming, Bldg 100,
Suite 120, 2743 Perimeter
Parkway, Augusta, GA 30909-
0555 Yes Yes Yes Yes
EMC Engineering Services,
Inc., 23 East Charlton St., P O
Box 8101, Savannah, GA
31412 Yes Yes Yes Yes
Mabus Brothers, 920 Molly
Pond Rd., Augusta, GA 30901
Wolverton and Associates,
Inc. 6745 Sugarload Parkway,
Suite 100, Duluth, GA 30097
W. K. Dickson, 1450 Greene
St., Suite 225, Augusta, GA
30901 Yes Yes Yes Yes
W. R. Toole, 349 Greene St.,
Augusta, GA 30901 Yes Yes Yes Yes
Cranston Engineering Group,
452 Ellis St., Augusta, GA
30901 Yes Yes Yes No*
Jordan, Jones and Goulding,
6801 Governors Lake Pkway,
Bldg 200, Norcross, GA 30071
*Cranston Engineering, non-
compliant for not acknowledging
receipt of addendum # 1 with RFQ
RFQ #06-202
East Augusta Roadway and Drainage Improvements
Engineering Department
RFQ due: Tuesday, January 23, 2007 @ 3:00 pm
Attachment number 4Page 1 of 2
Attachment number 4Page 2 of 2
EMC Engineering Services, Inc.
23 East Charlton Street
Savannah, GA 31412
Attn: Mark Mobley
Cranston Robertson Whitehurst
452 Ellis Street
Augusta, GA 30903
Attn: Dennis Welch
W. K. Dickson & Co.
1640 Powers Ferry Rd.
Bldg. 11 Suite 100
Marietta, GA 30067
Attn: Donald Hawksley
ZEL Engineers
435 Telfair Street
Augusta, GA 30901
Attn: Jorge Jimenez
Attachment number 5Page 1 of 1
MEMORANDUM
DATE: February 26, 2007
TO: Abie L. Ladson
FROM: Geri A. Sams
SUBJECT: Summary Scoring Sheet – RFQ # 06-202 East Augusta Roadway and Drainage
Improvements –RFQ due date: January 23, 2007 3:00 p.m.
Attached please find the Summary Scoring Sheet for the above request for qualification. Please note that
the highest scoring vendor is W. R. Toole with a total average of 34.67.
Please ensure that the Procurement Department is in the workflow so we may attach the required
documentation when the agenda item is being submitted with the recommended vendor through the
MuniAgenda system for approval by the Board of Commission.
GAS/bc
Attachment (as indicated)
Attachment number 6Page 1 of 1
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Attachment number 7Page 1 of 1
Engineering Services Committee Meeting
3/9/2009 1:00 PM
Norfolk Southern-1108126 Deed of Easement
Department:Augusta Utilities Department
Caption:Motion to approve and accept a Deed of Easement from Norfolk Southern,
NS Activity #1108126.
Background:The Augusta Utilities Department project 60107 - Butler Creek Interceptor
Upgrade East, Phase 1, requires a railroad crossing near Marvin Griffin
Road. Norfolk Southern is the owner of this track.
Analysis:Norfolk Southern has agreed to enter into an easement agreement with
Augusta, for the railroad crossing.
Financial Impact:$5,000 for the crossing plus a $1,000 Risk Financing Fee (supplemental
insurance)
Alternatives:Deny the motion to approve and accept the easement agreement.
Recommendation:Approve and accept the Deed of Easement from Norfolk Southern.
Funds are Available in
the Following
Accounts:
510043420-5411120 80260107-5411120
REVIEWED AND APPROVED BY:
Finance.
Procurement.
Law.
Administrator.
Clerk of Commission
Cover Memo
Attachment number 1Page 1 of 6
Attachment number 1Page 2 of 6
Attachment number 1Page 3 of 6
Attachment number 1Page 4 of 6
Attachment number 1Page 5 of 6
Attachment number 1Page 6 of 6
Engineering Services Committee Meeting
3/9/2009 1:00 PM
Norfolk Southern-1108127 Deed of Easement
Department:Augusta Utilities Department
Caption:Motion to approve and accept a Deed of Easement from Norfolk Southern,
NS Activity #1108127.
Background:The Augusta Utilities Department project 60108 - Butler Creek Interceptor
Upgrade, Phase 2, requires a railroad crossing near Phinizy Road. Norfolk
Southern is the owner of the tracks.
Analysis:Norfolk Southern has agreed to enter into an easement agreement with
Augusta.
Financial Impact:$5,000 for the crossing and $1,000 for a Risk Financing Fee (supplemental
insurance)
Alternatives:Deny the motion to approve and accept a Deed of Easement with Norfolk
Southern.
Recommendation:Approve and accept the Deed of Easement from Norfolk Southern.
Funds are Available in
the Following
Accounts:
510043420-5411120 80260108-5411120
REVIEWED AND APPROVED BY:
Finance.
Procurement.
Law.
Administrator.
Clerk of Commission
Cover Memo
Attachment number 1Page 1 of 6
Attachment number 1Page 2 of 6
Attachment number 1Page 3 of 6
Attachment number 1Page 4 of 6
Attachment number 1Page 5 of 6
Attachment number 1Page 6 of 6
Engineering Services Committee Meeting
3/9/2009 1:00 PM
Southern Region Industrial Realty Easement Deed
Department:Augusta Utilities Department
Caption:Motion to approve an Easement Deed from Southern Region Industrial
Realty, Inc.
Background:The Augusta Utilities Department has future plans to replace the Butler
Creek Interceptor AUD Project #60107). In order to construct this project,
an easement is needed from Southern Region Industrial Realty.
Analysis:The property in question is the parcel at the southerneastern corner of
Marvin Griffin Road and Doug Barnard Parkway. Southern Region
Industrial Realty (SRIR) is a subsidiary of Norfolk Southern. There are no
railroad facilities on this property. The easement was appraised and that is
the amount indicated in the Easement Deed.
Financial Impact:$17,561.00
Alternatives:Deny motion to approve an Easement Deed from Southern Region Industrial
Realty, Inc.
Recommendation:Approve motion to approve an Easement Deed from Southern Region
Industrial Realty, Inc.
Funds are Available in
the Following
Accounts:
G/L 511043420-5411120 J/L 80360107-5411120
REVIEWED AND APPROVED BY:
Finance.
Procurement.
Law.
Administrator.
Clerk of Commission
Cover Memo
Attachment number 1Page 1 of 5
Attachment number 1Page 2 of 5
Attachment number 1Page 3 of 5
Attachment number 1Page 4 of 5
Attachment number 1Page 5 of 5
Attachment number 2Page 1 of 5
Attachment number 2Page 2 of 5
Attachment number 2Page 3 of 5
Attachment number 2Page 4 of 5
Attachment number 2Page 5 of 5
Engineering Services Committee Meeting
3/9/2009 1:00 PM
Wilkinson Garden Area Roadway Drainage Impvts - CPB/Award CSA
Department:Abie L. Ladson, PE, CPESC, Director of Engineering
Caption:Approve Capital Project Budget Change Number One and Award Design
Consultant Services Agreement to W.K. Dickson and Co., Inc. in the
amount of $328,735.00 for the Wilkinson Garden Area Roadway Drainage
Improvements Project (CPB# 323-041110-204823525). Funds of
$291,180.00 are to be used from the Project Engineering Account, and
$37,555.00 from Phase III Recapture to fully fund the Design Phase for the
Engineering Department.
Background:An identified and partially funded project to address flooding and associated
roadway improvements in the Wilkinson Garden Area was approved by the
Augusta-Richmond Commission on February 17, 2004. The drainage system
in the area is not adequate to handle low frequency rain events, thus causing
flooding along several roadways and yards. A report was completed in
December 2005 to study both the hydrology and hydraulics in the
area. Funds allocated to this project are only for design.
Analysis:The following firms were evaluated based on qualifications, project
approach, experience, and schedule on April 17, 2007. The following firms
submitted RFQs and were evaluated: 1. LPA Group 2. ZEL Engineers (Non-
compliant) 3. EMC Engineering Services, Inc. 4. W.K. Dickson & Co., Inc.
5. W.R. Toole Engineers, Inc. 6. Cranston Engineering Group, Inc. W.K.
Dickson & Co., Inc. was selected based on the evaluation procedures used
for this project.
Financial Impact:Funds are available in Phase III Recapture account 323-041110-
6011110/296823333-6011110 to be transferred to the project engineering
account.
Alternatives:1) Approve Capital Project Budget Change Number One and Award Design
Consultant Services Agreement to W.K. Dickson and Co., Inc. in the
amount of $328,735.00 for the Wilkinson Garden Area Roadway Drainage
Improvements Project (CPB# 323-04-204823525). Funds of $291,180.00
are to be used from the Project Engineering Account, and $37,555.00 from
Phase III Recapture to fully fund the Design Phase for the Engineering
Department. 2) Do not approve.
Recommendation:approve alternative one
Funds are Available in
the Following 323-041110-6011110/296823333-6011110
Cover Memo
Accounts:
REVIEWED AND APPROVED BY:
Finance.
Procurement.
Law.
Administrator.
Clerk of Commission
Cover Memo
Attachment number 1Page 1 of 14
Attachment number 1Page 2 of 14
Attachment number 1Page 3 of 14
Attachment number 1Page 4 of 14
Attachment number 1Page 5 of 14
Attachment number 1Page 6 of 14
Attachment number 1Page 7 of 14
Attachment number 1Page 8 of 14
Attachment number 1Page 9 of 14
Attachment number 1Page 10 of 14
Attachment number 1Page 11 of 14
Attachment number 1Page 12 of 14
Attachment number 1Page 13 of 14
Attachment number 1Page 14 of 14
REQUEST FOR QUALIFICATIONS
Request for Qualifications will be received at this office until Tuesday, April 17, 2007 @ 3:00 p.m.
FOR FURNISHING:
RFQ ITEM #07-113 Rock Creek/Warren Lake Restoration Project for Augusta Engineering
RFQ Item #07-114 Wilkinson Garden Area Roadway and Drainage Improvements for
Augusta Engineering
RFQs will be received by: The Augusta Commission hereinafter referred to as the OWNER at the offices of:
Geri A. Sams, Director
Augusta Procurement Department
530 Greene Street - Room 605
Augusta, Georgia 30911
RFQ documents may be examined at the office of the Augusta, GA Procurement Department, 530 Greene
Street – Room 605, Augusta, GA 30911. All questions must be submitted in writing to the office of the
Procurement Department by Tuesday, March 27, 2007@ 4:00 p.m. by fax at 706-821-2811 or by mail.
No RFQ will be accepted by fax, all must be received by mail or hand delivered.
The local bidder preference program is applicable to this project. To be approved as a local bidder and
receive bid preference on an eligible local project, the certification statement as a local bidder and all
supporting documents must be submitted to the Procurement Department with your bonafide bid
package.
It is the wish of the Owner that minority businesses are given the opportunity to submit on the various parts of
the work. This desire on the part of the Owner is not intended to restrict or limit competitive 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.
No RFQ may be withdrawn for a period of 60 days after time has been called on the date of opening.
Bidders will please note that the number of copies requested; all supporting documents including financial
statements and references and such other attachments that may be required by the bid invitation are material
conditions of the bid. Any package found incomplete or submitted late shall be rejected by the Procurement
Office. Any bidder allegedly contending that he/she has been improperly disqualified from bidding due to an
incomplete bid submission shall have the right to appeal to the appropriate committee of the Augusta
Commission. Please mark RFQ number on the outside of the envelope.
Bidders are cautioned that sequestration of RFQ documents through any source other than the office of the
Procurement Department is not advisable. Acquisition of RFQ documents from unauthorized sources places
the bidder at the risk of receiving incomplete or inaccurate information upon which to base his qualifications.
GERI A. SAMS, Procurement Director
Publish:
Augusta Chronicle March 1, 8, 15, 22, 2007
Metro Couriers March 7, 2007
cc: Tameka Allen Interim Deputy Administrator
Abie Ladson Engineering
` Robert Oliver Engineering
Yvonne Gentry DBE Coordinator
Attachment number 2Page 1 of 1
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Attachment number 4Page 1 of 1
ENGINEERING DEPARTMENTENGINEERING DEPARTMENTENGINEERING DEPARTMENTENGINEERING DEPARTMENT
Abie L. Ladson, P.E., Robert L. Oliver, Jr.
Director Interim Asst Director
Engineering Department
1815 Marvin Griffin Road, Augusta, GA 30906
Office: (706) 796-5040, Fax: (706) 796 -5045
www.augustaga.gov
MEMORANDUM
TO: Geri Sams, Procurement Director
THRU: Abie L. Ladson, P.E., Director
FROM: Robert L. Oliver, Jr., Interim Assistant Director
DATE: Tuesday, May 22, 2007
SUBJECT: Wilkinson Garden Area Roadway and Drainage Project (RFQ)
Project Number: 323-04-20482325
Bid Number: 07-114
File Ref #: 07-014(A)
Ms. Sams, it is the recommendation of the Engineering Department to award the RFQ for
Wilkinson Garden Area Roadway and Drainage Project to W.K. Dickson.
If you have any question or concerns, please do not hesitate to contact me at (706) 796-5040.
RLO/scm
cc: Anthony (Tony) E. Williams, Construction Manager
File
Attachment number 5Page 1 of 1
Toole Engineers
349 – 4th Street
Augusta, GA 30901
Atn: Rick Toole
Toole Engineers
349 – 4th Street
Augusta, GA 30901
Atn: Rick Toole
Toole Engineers
349 – 4th Street
Augusta, GA 30901
Atn: Rick Toole
MST Company
P. O. Box 991
Fairburn, GA 30213
MST Company
P. O. Box 991
Fairburn, GA 30213
MST Company
P. O. Box 991
Fairburn, GA 30213
EMC Engineering
P. O. Box 8101
Savannah, GA 31412
Atn: Thomas A. Ferrara
EMC Engineering
P. O. Box 8101
Savannah, GA 31412
Atn: Thomas A. Ferrara
EMC Engineering
P. O. Box 8101
Savannah, GA 31412
Atn: Thomas A. Ferrara
CEW
366 Augusta Avenue
Atlanta, GA 30315
Atn: Revonda Cosby
CEW
366 Augusta Avenue
Atlanta, GA 30315
Atn: Revonda Cosby
CEW
366 Augusta Avenue
Atlanta, GA 30315
Atn: Revonda Cosby
W. K. Dickson
1450 Greene Street Ste 225
Augusta, GA 30909
Atn: Joe Holley
W. K. Dickson
1450 Greene Street Ste 225
Augusta, GA 30909
Atn: Joe Holley
W. K. Dickson
1450 Greene Street Ste 225
Augusta, GA 30909
Atn: Joe Holley
Cranston Robertson Whitehurst
452 Ellis Street
Augusta, GA 30901
Atn: Dennis Welch
Cranston Robertson Whitehurst
452 Ellis Street
Augusta, GA 30901
Atn: Dennis Welch
Cranston Robertson Whitehurst
452 Ellis Street
Augusta, GA 30901
Atn: Dennis Welch
Abie Ladson
Engineering Robert Oliver
Engineering RFQ 07-114 Addendum 1 mailed
certified/return receipt 3/27/07
Attachment number 6Page 1 of 1