HomeMy WebLinkAboutPOTTS ARC JUDICIAL CENTER BID PACKAGE THREE EXHIBIT B-3
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Exhibit B-3
Authorization for Construction
$3,004,130.00
$192,455.00
Pursuant to this agreement, the Owner and the Construction Manager hereby execute
this Exhibit B-3 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 #3, dated December 10. 2008, to fast track
the Project, attached hereto and incorporated herein, is accepted by the Owner.
Construction Manager's GMP for the early award bid package #1, dated October
21, 2008 to fast track the project, has been accepted by the Owner as per the
executed exhibit B-1
2. The General Conditions Guaranteed Maximum Cost for the
Project, as per Executed Exhibit B-1, is
3. Preconstruction Services Cost, as per Executed Exhibit B-1,
is
4. The Subcontracts Cost is:
Bid Package #1, as per Executed Exhibit B-1
Bid Package #2
r::::-;:Big..paGkage #3
I S i ~t,age #4
5. TheJ.~u Fixed Management Fee for the Project, as
~-, xhibit B-1, is
6. The teed Maximum Price for the Project is
.. .. .. .. .. .. ~ .. .. ..
7. "FtTe' .~~stantial Completion shall be
d .on attached Schedule "A" dated December 10, 2008.
.' ,...) .
.. .. .. .... ...... J. ,
.Dwne ..........,
AUQusta, Ge6rQia
By:
cf)Cjv'i, ~
(Signature )')1
f
(Seal)
j)~v:C9 <;.
(Name)
(0 ~ tf"9 iJ(..1!-
1 of 1
$1,610,762.00
$877,884.00
$7,102,179.00
TBD
$1,798,026.00
TBD
TBD
Construction Manager:
The Potts 7r(,~
jJ~ {iU4t
(Signature) (Seal)
David C. Buser
(Name)
President
(Title)
981 East Freeway Drive
(Street Address - No PO Box)
Conyers, Georgia 30094
j) stat:l ~
t,AH. 10 t{J~c>
Date of Signature I
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"
", PRC)VEN.
AUGUSTA-RICHMOND COUNTY JUDICIAL CENTER PROJECT
EXHIBIT B-3 - BID PACKAGE THREE - SCHEDULE "A"
QUALIFICATIONS
Decernber 10, 2008
I. General Qualifications
1. Unless otherwise noted herein, the scope of the work corresponding to the Exhibit B-3 - Bid Package Three
is consistent with the contract documents (plans and specifications) as indicated in Attachment "B."
Outlined herein are the changes and/or clarifications to the scope of work required by these contract
documents which are a result of either negotiations, value engineering, clarifications, and constructability
reviews.
2. Exhibit B-3 - Bid Package Three is based on the following attachments:
. Schedule" A" - Attachment" A" - Bid Package 03 Estimate dated 12-10-08.
. Schedule" A" - Attachment "B" - Contract Document Log dated 12-10-08.
. Schedule" A" - Attachment "C" - Request for Information Summary Report dated 12-10-08.
. Schedule" A" - Attachment "D" - Tracking Budget Estimate dated 12-10-08.
. Schedule" A" - Attachment "E" - Variance Report dated 12-10-08.
3. We assume the CAD files will be made available, at no cost to TPC and our Trade Contractors for the
purpose of site surveying activities and subcontractor base line shop drawings.
II. Division Specific Qualifications and Exclusions
Division 1
Qualifications:
1. None
Exclusions:
1. Cost associated with comments and inspections from state and local authorities resulting in changes to the
scope of work from the date of execution of this Exhibit B-3 - Bid Package Three.
Division 2
Qualifications:
1. None
Exclusions:
1. None
Division 3
Qualifications:
1. Cost is included for the foundations and concrete frame. (All site concrete to be in future Bid Package)
2. Cost is included for 90 Degree Bent Dowels to be tied to auger cast pile rebar inside pile caps.
Augusta-Richmond County Judicial Center EXHIBIT B-3 - BID PACKAGE THREE - SCHEDULE "A" - December 10, 2008
Page 1 of 4
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3. Cost is included for Class B Surface Irregularities 114 inch at all concrete surfaces with the exception of
exposed concrete columns at main lobby. We have included cost for a Class A finish at main lobby
exposed columns.
4. Cost is included for Concrete Slump to be consistent with approved mix designs
5. Cost is included for a dissipating cure compound on all horizontal finished concrete surfaces from the list
in 033000-2.9-E-1.
6. Cost is included for Concrete Treads at Steel Stair No. 1 located in Lobby.
7. Cost is included for Concrete and Reinforcement to achieve 10 1/2 inch thick slab at high density shelving
areas required to have 150 psf capacity to include the bay between (Column Lines K and J) and (Column
Lines 3.9 and 5.4) on Sheet SO.3 as well as bay between (Column Lines K and H) and (Column Lines 7.3 and
Y line edge of slab) on Sheet SO.3
8. Cost is included for maintaining concrete temperature below 95 degrees in lieu of the specified 90 degrees.
9. Cost is included for Beam 2P590 length according to Plan and Beam Schedule criteria to be same as Beam
2P589.
10. Cost is included for Beam 2B15 length according to Plan and Beam Schedule criteria to be same as Beam
2B14.
11. Cost is included for Beam 2B16 length according to Plan and Beam Schedule criteria to be same as Beam
2B14.
12. Cost is included for Beam 2B17 length according to Plan and Beam Schedule criteria to be same as Beam
2B14.
13. Cost is included for Beam 2B45 length according to Plan and Beam Schedule criteria to be same as Beam
2B44.
14. Cost is included for Beam 2B46 length according to Plan and Beam Schedule criteria to be same as Beam
2B47.
15. Cost is included for Beam 2B57 length according to Plan and Beam Schedule criteria to be same as Beam
2B56.
16. Cost is included for Beam 2B91 length according to Plan and Beam Schedule criteria to be same as Beam
2B90.
17. Cost is included for Beam 2B92 length according to Plan and Beam Schedule criteria to be same as Beam
2B90.
18. Cost is included for Beam 2B93 length according to Plan and Beam Schedule criteria to be same as Beam
2B90.
19. Cost is included for Beam 2B103length according to Plan and Beam Schedule criteria to be same as Beam
2B102.
20. Cost is included for Beam 2B115 length according to Plan and Beam Schedule criteria to be same as Beam
2B118.
21. Cost is included for Beam 2B116 length according to Plan and Beam Schedule criteria to be same as Beam
2B118.
22. Cost is included for Beam 2B117 length according to Plan and Beam Schedule criteria to be same as Beam
2B118.
23. Cost is included for Beam 3B15 length according to Plan and Beam Schedule criteria to be same as Beam
3B14.
24. Cost is included for Beam 3B16 length according to Plan and Beam Schedule criteria to be same as Beam
3B14.
25. Cost is included for Beam 3B17 length according to Plan and Beam Schedule criteria to be same as Beam
3B14.
26. Cost is included for Beam 3B33 length according to Plan and Beam Schedule criteria to be same as Beam
3B31.
27. Cost is included for Beam 3B34 length according to Plan and Beam Schedule criteria to be same as Beam
3B31.
28. Cost is included for Beam 3B35 length according to Plan and Beam Schedule criteria to be same as Beam
3B31.
29. Cost is included for Beam 4B90 length according to Plan and Beam Schedule criteria to be same as Beam
4B79.
Augusta-Richmond County Judicial Center EXHIBIT B-3 - BID PACKAGE THREE - SCHEDULE "A" - December 10, 2008
Page 2 of 4
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30. Cost is included for Beam 5B94 length according to Plan and Beam Schedule criteria to be same as Beam
5B93.
31. Cost is included for Beam 2B590 to be Post Tension Beam per Sheet S2.0 and Beam schedule criteria to be
same as Beam 2P589
32. Cost is included for Beam 3B537 to be Post Tension per Sheet S7.1
33. Cost is included for Beam 3B538 to be Post Tension per Sheet S7.1
34. Cost is included for Beam 3B549 to be Post Tension per Sheet S7.1
35. Cost is included for Beam 3B550 to be Post Tension per Sheet S7.1
36. Cost is included for Beam 3B551 to be Post Tension per Sheet S7.1
37. Cost is included for Beam 3B560 to be Post Tension per Sheet S7.1
38. Cost is included for Beam 3B561 to be Post Tension per Sheet S7.1
39. Cost is included for Beam 3B562 to be Post Tension per Sheet S7.1
40. Cost is included for Beam 3B563 to be Post Tension per Sheet S7.1
41. Cost is included for Beam 3B564 to be Post Tension per Sheet S7.1
42. Cost is included for Beam 3B565 to be Post Tension per Sheet S7.1
43. Cost is included for Beam 3B566 to be Post Tension per Sheet S7.1
44. Cost is included for Beam 3B567 to be Post Tension per Sheet S7.1
45. Cost is included for Beam 3B571 to be Post Tension per Sheet S7.1
46. Cost is included for Beam 3B572 to be Post Tension per Sheet S7.1
47. Cost is included for Beam 3B573 to be Post Tension per Sheet S7.1
48. Cost is included for Beam 3B574 to be Post Tension per Sheet S7.1
49. Cost is included for Beam 3B575 to be Post Tension per Sheet S7.1
50. Cost is included for Beam 3B576 to be Post Tension per Sheet S7.1
51. Cost is included for Beam 3B579 to be Post Tension per Sheet S7.1
52. Cost is included for Beam 3B580 to be Post Tension per Sheet S7.1
53. Cost is included for Beam 3B581 to be Post Tension per Sheet S7.1
54. Cost is included for Beam 3B582 to be Post Tension per Sheet S7.1
55. Cost is included for Beam 4B88 to be Post Tension per Sheet S7.1
56. Cost is included for an unbounded Post Tension System.
57. Cost is included for a non-encapsulated, non-corrosive preventative coated Post Tensioning system.
58. Cost is included for Post Tension System anchors to be attached to formwork with compatible fasteners.
59. Cost is included for Anchors to utilize normal depth pocket formers, which will be covered with non-
shrinking grout after stressing and cutting the tendons.
60. Cost is included for Tendon Tails to be cut via burning of cables with torch
Exclusions:
1. Unforeseen conditions, underground hidden conditions including underground tanks, hazardous
materials, unsuitable soils or unsuitable soil bearings, water and dewatering, debris and rock removal or its
replacement, and wetland mitigation cost
2. Fill materials for the replacement of unforeseen conditions as listed above
3. Over excavation, rock scaling, lean fills, mud sills, and other measures required for unsuitable bearing at
plan elevation.
4. Concrete work outside building footprint - To be included in future bid package.
5. Exterior slab on grade, steps and ramps - To be included in future Bid Package
6. Bollards at slab on grade - To be included in future Bid Package
7. Liquid floor treatments - To be included in future Bid Package
8. Testing and Inspecting
9. Perimeter Insulation
10. Waterproofing - To be included in future Bid Package
11. Damp proofing - To be included in future Bid Package
12. Fibrous Reinforcing
13. Reinforcing at CMU walls - To be included in future Bid Package
14. Absorptive Covers
Augusta-Richmond County Judicial Center EXHIBIT B-3 - BID PACKAGE THREE - SCHEDULE "A" - December 10, 2008
Page 3 of 4
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15. Moisture Retaining Cover
16. Color Pigment
17. Sealing Compound or Epoxy Toppings - To be included in future Bid Package
18. Control Joint Sealant - To be included in future Bid Package
19. Expansion Joint Sealant - To be included in future Bid Package
20. Isolation Joint Sealant - To be included in future Bid Package
21. Epoxy Crack Filler - To be included in future Bid Package
22. Expansion joint covers - To be included in future bid package
23. Concrete Face Forming Materials
24. Intermixing slab and column mixes at slabl column junctures (Puddling Concrete)
25. Shear StudslStud Rails
26. Anchor Bolts- To be included in future Bid Package
27. Leveling Nuts- To be included in future Bid Package
28. Watertight Post Tension Sheathing Connections to Sleeves
29. Wet or Moist Curing
30. Architectural concrete, decorative or other special finishes such as: smooth rubbed finishes, abrasive blast
finishes, exposed aggregate finishes, stained concrete, burnished finishes, shake-on-finishes, etc.
31. Lightweight concrete, semi-lightweight concrete, heavyweight concrete, colored concrete, low shrinkage
concrete, insulating concrete, autoclavedl aerated concrete, shotcrete, corrosion inhibitors.
32. Concrete with stipulated values for modulus of elasticity
33. Stair nosings - To be included in future Bid Package
34. Any Cost as implied to an Encapsulated Post Tensioning System including specification sections:
a. 033816-2.0lE - Encapsulated System
b. 033816-2.02 - Non-Prestressed Steel Bars (products)
c. 033816-3.02 - Non-Prestressed Steel Bars (execution)
d. 033816-3.03H8 - ".. .caps to achieve watertight enclosure."
e. 033816-3.0311 - "... wedge cavities - 2 inches
f. 033816-3.04A1 - "... watertight sheathing with no air voids"
Division 4 -Division 16
Qualifications:
1. None
Exclusions:
1. None
Ill. Allowances
· No Allowances Included
IV. RFI's
Schedule" A" - Attachment "C" of this Exhibit B-3 - Bid Package Three is the summary report of all Request for
Information issued as of the date of this Exhibit B-3 - Bid Package Three. The summary report indicates the request
made, and any response received back from the Design Team.
-END OF SCHEDULE A TO EXHIBIT B-3 - BID PACKAGE THREE-
Augusta-Richmond County Judicial Center EXHIBIT B-3 - BID PACKAGE THREE - SCHEDULE "A" - December 10, 2008
Page 4 of 4
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AJC Exhibit B-3 - Bid Package Three
Schedule "A" Attachment "E"
Page 3 of 3
12/10/2008 8:28 AM
Item
15000.0
15300.0
15400.0
15500.0
16000.0
16010.0
16600.0
16610.0
16700.0
17000.0
17100.0
Description
, "1
MECHANICAL
~r.(". "'iiO Total
Amount
AJC-30 AJC-27
782,000 782,000
582,470 582,470
1,638,219 1,638,219
4,569,631 4,569,631
6,790,321 6,790,321
3,364,175 3,364,175
203,547 203,547
246,602 246,602
359,074 359,074
4,173,398 4,173,398
CONVEYING SYSTEMS
Variance
Fire Protection
Plumbing
HVAC
MECHANICAL
ELECTRICAL
Electrical Subcontractor
Special Systems
Fire Alarm System
Communication Systems/Aud
ELECTRICAL
MISCELLANEOUS
Miscellaneous
Total
Labor
Material
Subcontract
Equipment
Other
38,596,846 38,480,919
Estimate Totals
94,457 94,457
1,917,936 2,369,479
36,584,453 36,016,983
0 0
0 0
38,596,846 38,480,919
134.256 165.864
38,731,102 38,646,783
731 ,689 720,340
39,462,791 39,367,123
1 ,309,129 1 .309,129
40,771,920 40,676,252
1.672,362 1.768.030
42,444,282 42,444,282
1,061,107 1.061.107
43,505,389 43,505,389
4.994.611 4.994,611
48,500,000 48,500,000
Sales Tax
Sub Bonds
011 Design/Market Gtngy
Escalation
CM/GC Contingency
Lump Sum GC/Fee/Precon
Total
48,500,000 48,500,000
115,928
o
(451,543)
567,470
o
o
115,927
(31 .608)
84,319
11.349
95,668
o
95,668
(95.668)
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o