W912QR20R0019Specs-0004.pdf
PDF 1 MB Posted
- Attached to
- Modified TEMF at Yakima Training Center (YTC) Federal contract opportunity
- Solicitation number
- W912QR20R0019
About this file
This document provides details for a federal construction solicitation. The U.S. Army Corps of Engineers is seeking proposals for a new construction project to build a 29,000 square foot Modified Tactical Equipment Maintenance Facility at the Yakima Training Center in Washington, with an estimated cost between $10-25 million. This is a 100% small business set-aside project under NAICS code 236220. Proposals are due by July 10, 2020. The selected contractor will be responsible for furniture and IT equipment installation, and providing utilities until facility acceptance. The contractor must also submit equipment, training, and warranty documents, and develop as-built drawings.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W912QR20R0019Specs-0005.pdf | ||
| W912QR20R0019Plans-0005.pdf | ||
| W912QR20R0019 Amend 0003.pdf | ||
| W912QR20R0019Specs-0002.pdf | ||
| W912QR20R0019Plans-0002.pdf | ||
| W912QR20R0019Plans-0001.pdf | ||
| W912QR20R0019Specs-0001.pdf | ||
| Site Walk Sign-in Sheet for solicitation W912QR20R0019.pdf | ||
| W912QR20R0019Plans_Vol2-0000.pdf | ||
| W912QR20R0019Plans_Vol1-0000.pdf | ||
| W912QR20R0019Specs_Vol2-0000.pdf | ||
| W912QR20R0019Specs_Vol1-0000.pdf | ||
| W912QR20R0019Specs_Vol3-0000.pdf |
Show all 13
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
CIVIL/OPS/ENVIRONMENTAL BR
ATTN: GLENN W MOON
600 DR M L KING JR PL RM 821
LOUISVILLE KY 40202-2236
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.
15A. NAME AND TITLE OF SIGNER (Type or print)
30-105-04EXCEPTION TO SF 30
APPROVED BY OIRM 11-84
STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA
FAR (48 CFR) 53.243
Solicitation W912QR20R0019 for the Yakima TEMF and ESC at Yakima Training Center (YTC), Washington is hereby modified as follow s:
See Continuation Page.
1. CONTRACT ID CODE PAGE OF PAGES
1 6
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY
16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR
(Signature of Contracting Officer)(Signature of person authorized to sign)
8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912QR20R0019
X 9B. DATED (SEE ITEM 11)
18-Feb-2020
10B. DATED (SEE ITEM 13)
9A. AMENDMENT OF SOLICITATION NO.
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.
Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:
(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;
or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN
REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.
12. ACCOUNTING AND APPROPRIATION DATA (If required)
13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.
IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE
CONTRACT ORDER NO. IN ITEM 10A.
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).
C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
D. OTHER (Specify type of modification and authority)
E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
10A. MOD. OF CONTRACT/ORDER NO.
2. AMENDMENT/MODIFICATION NO.
5. PROJECT NO.(If applicable)
6. ISSUED BY
3. EFFECTIVE DATE
19-Jun-2020
CODE
U. S. ARMY ENGINEER DISTRICT, LOUISVILLE
600 DR. MARTIN LUTHER KING, JR. PLACE
ROOM 821
LOUISVILLE KY 40202-2239
W912QR 7. ADMINISTERED BY (If other than item 6)
4. REQUISITION/PURCHASE REQ. NO.
CODE 964860
FACILITY CODECODE
EMAIL:TEL:
W912QR20R0019-0004
W912QR20R0019
SECTION SF 30 BLOCK 14 CONTINUATION PAGE
SUMMARY OF CHANGES
SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)
The following have been added by full text:
SUMMARY OF CHANGES -AMEND 0004
SUMMARY OF CHANGES
ECS Modified Tactical Equipment Maintenance Facility (TEMF) Yakima Training Center, WA
Project Numbers: W912QR20R0019 P2#: 472443
DRAWING SUMMARY OF CHANGES
1. G-002 – Added five sheets, deleted one sheet from index, several sheets renamed.
2. G-003 – One sheet renamed.
3. GC005 – Updated project limits and moved contractor staging/laydown area closer to the TEMF building.
4. CD100 – Removed Option 1 and Option 2 from Security Fence removal call out. Updated limits of clearing and grubbing. Removed saw cutting and removal of existing concrete at the south limit of the access road, adjusted limits of demo to reflect.
5. CS100
a. Changed asphalt surfacing to aggregate, changed limits of concrete and aggregate surfacing, relocated project fencing, removed retaining wall, removed guardrail.
b. Added callouts for Option 1 Loading Ramp and Option 2 Wash Rack.
6. CS101 – Changed limits of concrete and aggregate surfacing, removed retaining wall, removed guardrail
7. CS102 – Changed limits of concrete and aggregate surfacing. Removed retaining wall and guardrail, eliminated FH6 from plans, relocated project perimeter fence, and removed light poles now located outside the fence perimeter.
8. CS103 – Removed all site improvements from this drawing.
9. CS104 – Changed the limits of concrete and aggregate surfacing. Wash rack is now Option 2.
10. CS105 - Changed the limits of concrete and aggregate surfacing. Loading ramp is now Option 1. POV lot and drive are now aggregate surfaced except in handicapped parking spaces, asphalt surfacing has been eliminated from the job. Shortened length of sidewalk.
11. CS106- Changed the limits of concrete and aggregate surfacing. Entrance road and POV access road are now aggregate surfaced, asphalt has been eliminated from the job.
12. CS108 – Entrance road surface changed to aggregate; asphalt eliminated from the job.
13. CS109 – Reissue Drawing; Revised entire site plan point table
14. CS110 – Added drawing to show Option 1 (Loading Ramp) and Option 2 (Wash Rack).
15. CP101 through CP106 – Revised joint plans to reflect reduced pavement extents.
16. CP110 – Added drawing to show Option 1 (Loading Ramp) joint plan.
17. CS500 – Removed details for asphalt pavement, labeled “Not Used”.
18. CS500 – Detail A4 revised title from Concrete Pavement (Motor Cycle Parking) to Concrete Pavement
(POV Accessible Parking)
19. CS505 – Removed “Motor Cycle Parking Stall Sign” detail. Labeled “Not Used”.
20. CS506 – Removed Details C4 Curb and Gutter and A4 Curb and Gutter Tapered end. Labeled “Not Used”
21. CS507 – Removed MSE retaining wall, Leveling Pad, and Guardrail details from plans. Labeled “Not
Used”.
22. CG100 – Grading revised to lower finished floor from 1347.50 to 1340.67. Loading Ramp and Wash Rack labeled as Option 1 and Option 2 respectively.
23. CG101 through CG107 – Grading revised to lower finished floor from 1347.50 to 1340.67. Reissue all drawings.
24. CG110 – Added drawing to show Option 1 (Loading Ramp) and Option 2 (Wash Rack) grading.
25. CU100 – Removed a portion of waterline serving area that was to be MEP but is now not part of the Project.
Added notation indicating Loading Ramp is now Option 1 and Wash Rack is now Option 2.
26. CU101 – All utility invert elevations call outs have been updated to reflect new grading.
27. CU102 – All utility invert elevations call outs have been updated to reflect new grading. Added a Waterline fitting CPTS to the Tee at FW1 and FW6. 8” FW line (FW1) will not be constructed beyond Sta. 9+23.76 and has been capped for future connection. FH6 and its FH CPTS no longer constructed.
28. CU103 – FW1 will no longer be constructed between Sta. 9+23.76 and Sta. 17+39.85. No proposed work remains on this sheet.
29. CU104 – All utility invert elevations call outs have been updated to reflect new grading. Wash Rack is now Option 2.
30. CU105 – All utility invert elevations call outs have been updated to reflect new grading. The 8” FW6 water line loop ties into the 8” fire water tank fill line was eliminated. The FW6 line now ties into the 10” W1 line.
31. CU106 – FW1 is capped for future connection and not constructed beyond the north edge of proposed concrete. Points in the waterline and fire water fitting location table have been updated.
32. CU110 – Added drawing to show Option 2 (Wash Rack) utilities.
33. CU200 - All utility invert elevations call outs on Profile SD1 have been updated to reflect new grading.
34. CU201 - All roof drain and storm invert elevations call outs on Profile SD2 and Profile SD3 have been updated to reflect new grading.
35. CU202 - Pipe invert elevations along the gravity section of sanitary sewer in SS1 Profile have been updated to reflect new grading.
36. CU203 - All utility invert elevations have been updated to reflect new grading. Wash Platform is now
Option 2.
37. CU204 - All utility invert elevations have been updated to reflect new grading.
38. CU205 - All utility invert elevations have been updated to reflect new grading.
39. CU206 - All utility invert elevations have been updated to reflect new grading.
40. CU207 – FW1 profile not being constructed beyond Sta. 9+23.76, all work removed from this sheet.
41. CU208 - All utility invert elevations have been updated to reflect new grading.
42. CU209 - All utility invert elevations have been updated to reflect new grading.
43. CU210 - All utility invert elevations have been updated to reflect new grading. FW6 profile has been extended to tie into 10” W1 line, no longer ties into the 8” fire water tank fill line.
44. CU506
a. Wash Rack Trench Drain details A1, B1, and C1 now labeled OPTION 2.
b. Removed reference to Zurn brand trench drain.
c. Updated size of trench drain outlet pipe to catch basin on detail B1 from 6” to 8”.
45. S-101 – Removed POL Racks along gridline 2.
46. S-101, Plan Note 5 – Removed insulation and welded wire fabric from slab on grade one.
47. S-101, Plan Note 7 – Deleted.
48. S-101, Plan Note 21 – Edited to include OPTION 1.
49. S-101, Plan Note 22 – Edited to include OPTION 2.
50. S-102, Plan Note 13 – Edited to include OPTION 1.
51. S-102, Plan Note 14 – Edited to include OPTION 2.
52. S-120 – Removed POL Racks along gridline 2.
53. S-301, Section A2, B1, C2, C3 and C4 – Removed insulation, welded wire fabric and hydronic heating from detail.
54. S-302, Section A1 – Removed insulation, welded wire fabric and hydronic heating from detail.
55. S-401, Section A1, A2, A3 and C1– Removed insulation, welded wire fabric and hydronic heating from detail.
56. S-422 – Added OPTION 1 to sheet name.
57. S-423 – Added OPTION 2 to sheet name.
58. S-424 – Added OPTION 2 to sheet name.
59. F-005 – Fire hydrant and 300’ coverage radius removed from project in the area east of the TEMF, no longer needed as MEP is not being constructed.
60. A-010 – Removed POL rack.
61. A-051 – Removed ceiling pattern from plan.
62. A-101 -- Removed POL rack.
63. A-152 – Removed: ceiling pattern, note calling out metal liner panel.
64. A-221 – Removed: "insulated" from metal panel callouts.
65. A-222 – Removed: "insulated" from metal panel callouts.
66. A-223 – Removed: "insulated" from metal panel callouts.
67. A-301 -- Removed POL rack.
68. A-321 – Removed: "insulated" from metal panel callouts.
69. A-322 – Removed: "insulated" from metal panel callouts.
70. A-331 – Revised: insulated metal panel to metal panel over batt insulation. Remove: "insulated" from metal panel callouts.
71. A-332 – Revised: insulated metal panel to metal panel over batt insulation. Remove: "insulated" from metal panel callouts.
72. A-333 – Revised: insulated metal panel to metal panel over batt insulation. Remove: "insulated" from metal panel callouts.
73. A-351 – Revised: insulated metal panel to metal panel over batt insulation. Remove: "insulated" from metal panel callouts.
74. A-353 – Revised: insulated metal panel to metal panel over batt insulation. Remove: "insulated" from metal panel callouts.
75. A-354 – Revised: insulated metal panel to metal panel over batt insulation. Remove: "insulated" from metal panel callouts.
76. A-404 – Revised: insulated metal panel to metal panel over batt insulation. Remove: "insulated" from metal panel callouts.
77. A-406 – Deleted entire sheet.
78. A-542 – Revised: insulated metal panel to metal panel over batt insulation.
79. A-543 – Revised: insulated metal panel to metal panel over batt insulation. Remove: "insulated" from metal panel callouts.
80. A-544 – Revised: insulated metal panel to metal panel over batt insulation. Remove: "insulated" from metal panel callouts; deleted A1/A-544.
81. A-551 – Revised: insulated metal panel to metal panel over batt insulation. Remove: "insulated" from metal panel callouts.
82. A-622 – Revised: insulated metal panel to metal panel over batt insulation. Remove: "insulated" from metal panel callouts.
83. A-623 – Revised: insulated metal panel to metal panel over batt insulation. Remove: "insulated" from metal panel callouts.
84. A-652 – Revised: insulated metal panel to metal panel over batt insulation. Remove: "insulated" from metal panel callouts.
85. A-653 - Revised: insulated metal panel to metal panel over batt insulation. Remove: "insulated" from metal panel callouts.
86. A-722 – Removed pattern from floor.
87. I-010 – Removed POL rack.
88. P-111
a. Remove POL rack and associated hose reels from the east side of Maintenance Bays 122.
b. Add note to provide tee and cap for potential future expansion of services in this location.
89. P-112
a. Remove water hose reels from POL racks on Column Lines C & E.
b. Add note to install Tee with Cap for future installation of water hose reels.
c. Moved typical POL rack section callouts to reference rack with full services.
d. Correct some domestic cold water piping be ½” instead of ¾”.
90. P-121 - Remove East POL rack in Maintenance Bays 122 and all associated POL hose reels and piping.
91. P-122
a. Remove POL hose reels from POL racks on Column Lines C & E.
b. Add note to install Tee with Cap for future installation of POL hose reels.
c. Moved typical POL rack section callouts to reference rack with full services.
d. Removed second oil waste tank.
92. P-403
a. Remove POL rack and associated hose reels and piping from the east side of Maintenance Bays 122.
b. Add note to provide tee and cap for potential future expansion of services in this location.
c. Correct drawing scale.
93. P-602 - Adjust Quantity of hose reels in POL Hose Reel Schedule to reflect the changes in previous sheets.
94. P-611 - Adjust flow diagram to show removal of compressed air hose reel associated with removed POL rack on the east side of Maintenance Bays 122.
95. P-612 - Adjust flow diagram to show removal of POL hose reel removed from POL rack on the east side of
Maintenance Bays 122 and removal of hose reels located on POL racks on column lines C & E and addition of valves and caps for future expansion in these areas.
96. P-613 - Adjust flow diagram to show removal of POL hose reel removed from POL rack on the east side of Maintenance Bays 122 and removal of hose reels located on POL racks on column lines C & E and addition of valves and caps for future expansion in these areas.
97. P-614 - Adjust flow diagram to show removal of POL hose reel removed from POL rack on the east side of Maintenance Bays 122 and removal of hose reels located on POL racks on column lines C & E and addition of valves and caps for future expansion in these areas.
98. P-616 - Removal of second oil waste tank and oil waste tank control valves from oil waste flow diagram.
99. P-703 - Adjust Domestic water riser diagram to have caps instead of hose reels in 5 locations.
100. M-102
a. Removed vehicle exhaust hose reels, associated ductwork, and associated exhaust fans from column lines C and E. Hose reels removed were tagged ER-101, ER-103, ER-105, & ER-107.
Exhaust Fans removed were tagged EF-110, EF-112, EF-114, & EF-116.
b. Added note to provide supports for future exhaust fan installation and duct support on column lines C & E.
c. Moved the Typical section cut to reference POL rack with full services.
101. M-112
d. Removed Radiant Floor heating system from Maintenance Bays 122 including associated piping and thermostat. This is associated with radiant floor tag RF-105.
102. M-302 - Added notes to require contractor to install equipment and piping supports in all POL racks even if there is equipment or POL systems being installed.
103. M-504 - Changed Detail C2 to not have radiant heating in maintenance bay 122
104. M-602
a. Eliminated ER-101, ER-103, ER-105, & ER-107 from the Vehicle Exhaust Hose Reel Schedule.
b. Eliminated RF-105 from the Radiant Floor Heater Schedule and deleted associated note 2.
105. M-603 - Eliminated Exhaust Fans EF-110, EF-112, EF-114, & EF-116 from the Fan Schedule.
106. M-604 - Eliminate CV-107, CV-301, & CV-302 from the Control Valve Schedule.
107. M-611 - Removed Radiant Floor Heater RF-105 from the hot water flow diagram.
108. M-703 - Adds requirement for the controls to be written with consideration of future vehicle exhaust fans to be added.
109. M-705 - Removes radiant floor heater RF-105 from reference.
110. M-712 - Adds requirement for the controls to be written with consideration of future vehicle exhaust fans to be added.
111. M-715 - Eliminate requirements to connect POL system to building automation system.
112. M-716 - Eliminate second oil waste tank and associated control valves required to divert flow from one oil waste tank to the other. Rewrite controls for oil waste to be conducive to a single tank and simplify control panel for control of system with only one oil waste tank.
113. ES101
a. Indicated wash rack is part of option 2.
b. Removed lighting poles and fixtures in North East parking area.
c. Adjusted light pole locations on the east side of the TEMF to be a minimum of 5’ from the fence.
d. Adjusted light pole locations to coordinate with new trash dumpster location.
e. Adjusted light pole location near MEP track pad to be outside of pavement limits. Removed option indicated by Keyed note #3.
f. Added light pole and fixture north of MEP trackpad.
g. Added Keyed notes #13 and #14 to indicate option and conduit routing for wash rack.
114. E-104 - Removed circuit for RF-105
115. E-105 - Removed circuits for EF’s, ER’s and associated pushbutton switches located along column line
“C” and “E”
116. E-151 - Indicated wash rack is part of option 2.
117. E-503 - Updated detail C3 to indicate switches are to be provided at location indicated on plans.
118. E-601
a. Updated panelboard HPS1 circuits 2,4,6 and 19,21,23 and 25,27,29 to reflect removed loads.
b. Updated panelboard HP1 circuit 8 to indicate 1” conduit size and conductors are provided as part of option 2.
c. Updated panelboard HP1 circuit 16,18 to indicate load for additional pole mounted light fixtures.
119. E-602
a. Updated panelboard HPS2 circuits 19,21,23 and 25,27,29 and 37,39,41 to reflected removed loads.
b. Updated panelboard LP1 circuit 10 to indicate 1” conduit size and conductors are provided as part of option 2.
120. E-603 - Updated panelboard LP3 circuits 10,12 to reflect removed loads.
121. E-611 - Updated equipment coordination schedule to reflect removed loads.
SPECIFICATIONS SUMMARY OF CHANGES
1. Table of Contents has been modified.
2. Price Breakout Schedule has been deleted and replaced.
3. Section 00 80 00.00 06 SPECIAL PROVISIONS – Modified paragraph 1.3.
4. Section 01 45 04.10 06 CONTRACTOR QUALITY CONTROL – Modified paragraph 3.5.
5. Section 32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS – Removed from Project.
6. Section 32 32 23 SEGMENTAL CONCRETE BLOCK RETAINING WALL – Removed from Project.
GENERAL
1. Offerors must acknowledge all amendments.
2. The due date and time for proposal submission is extended to 10 July 2020 at 10:00 AM Eastern Time.
3. Wage Rates:
General Decision Number WA20200020, has updated and is hereby replaced with the current version General Decision Number WA20200020, dated 05/29/2020
- END OF ‘SUMMARY OF CHANGES’ -
SECTION 00 10 00 - SOLICITATION
The required response date/time has changed from 19-Mar-2020 10:00 AM to 10-Jul-2020 10:00 AM.
The number of offeror copies required has decreased by 5 from 6 to 1.
(End of Summary of Changes)
00 10 00
PRICE BREAKOUT SCHEDULE
PROPOSER’S NAME:
Item Description Unit Amount
BASE
0001 Primary Facilities – Tactical Equipment
Maintenance Facility (TEMF)
Job $ -
0002 Supporting Facilities – Tactical Equipment Maintenance Facility (TEMF)
Total Base Bid
Amendment 0004***************************************************************
OPTIONS
0003 Option 1 – Loading Ramp
0004 Option 2 – Washrack
Total All Options
Total Base Bid with All Options $ -
***************************************************************Amendment 0004
NOTES FOR PRICE BREAKOUT SCHEDULE
1. The company name should be indicated on the face of the Price Breakout
Schedule to preclude being misplaced.
2. Offerors must insert a price on all numbered items (including options) of the Price Breakout Schedule. Failure to do so may result in the offer being unacceptable.
3. Description of Line Items - The general outline of the principal features of each item as listed below does not in any way limit the responsibility of the offeror for making a thorough investigation of the drawings and the specifications to determine the scope of work including each item of the Price Breakout Schedule.
DESCRIPTION OF BASE ITEMS
a) Item No. 0001 – “Primary Facilities – Tactical Equipment Maintenance
Facility (TEMF)” includes all construction work for primary facilities as indicated on the Construction Documents.
b) Item No. 0002 – “Supporting Facilities – Tactical Equipment Maintenance Facility (TEMF)” includes all construction work for the supporting facilities as indicated on the Construction Documents.
Amendment 0004***************************************************************
DESCRIPTION OF OPTION ITEMS
c) Item No. 0003 – “Option 1 - Loading Ramp” includes all construction work for Option 1 as indicated on the Construction Documents. This option may be exercised within 120 calendar days from Notice to Proceed.
d) Item No. 0004 – “Option 2 – Washrack” includes all construction work for Option 2 as indicated on the Construction Documents. This option may be exercised within 120 calendar days from Notice to Proceed.
***************************************************************Amendment 0004
-END OF PRICE BREAKOUT SCHEDULE—
General Decision Number: WA20200020 05/29/2020
Superseded General Decision Number: WA20190020
State: Washington
Construction Type: Building
County: Yakima County in Washington.
BUILDING CONSTRUCTION PROJECTS (does not include single family homes or apartments up to and including 4 stories).
Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.80 for calendar year 2020 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.80 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2020. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(1)(ii) (or the EO minimum wage rate,if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.
Modification Number Publication Date 0 01/03/2020 1 02/14/2020 2 03/13/2020 3 05/29/2020
ASBE0007-002 06/01/2019
Rates Fringes
ASBESTOS WORKER/HEAT & FROST
INSULATOR........................$ 26.62 16.59
BRWA0001-002 06/01/2017
Rates Fringes
BRICKLAYER.......................$ 39.46 16.15
CARP0059-014 06/01/2019
Rates Fringes
CARPENTER (Excluding
Acoustical Ceiling Installation)
EAST OF 120TH MERIDIAN......$ 30.49 16.88
(HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL
CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS
Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities:
Seattle Olympia Bellingham Auburn Bremerton Anacortes Renton Shelton Yakima Aberdeen-Hoquiam Tacoma Wenatchee Ellensburg Everett Port Angeles Centralia Mount Vernon Sunnyside Chelan Pt. Townsend
Zone Pay:
0 -25 radius miles Free 26-35 radius miles $1.00/hour 36-45 radius miles $1.15/hour 46-55 radius miles $1.35/hour Over 55 radius miles $1.55/hour
(HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT
AND PILEDRIVER ONLY)
Hourly Zone Pay shall be computed from Seattle Union Hall, Tacoma City center, and Everett City center
Zone Pay:
0 -25 radius miles Free 26-45 radius miles $ .70/hour Over 45 radius miles $1.50/hour
CARP0770-017 06/01/2019
Rates Fringes
CARPENTER (Excluding Acoustical Ceiling Installation)
WEST OF 120TH MERIDIAN......$ 30.10 14.28
(HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - ALL
CLASSIFICATIONS EXCEPT MILLWRIGHTS AND PILEDRIVERS
Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities:
Seattle Olympia Bellingham Auburn Bremerton Anacortes Renton Shelton Yakima Aberdeen-Hoquiam Tacoma Wenatchee Ellensburg Everett Port Angeles Centralia Mount Vernon Sunnyside Chelan Pt. Townsend
Zone Pay:
0 -25 radius miles Free 26-35 radius miles $1.00/hour 36-45 radius miles $1.15/hour 46-55 radius miles $1.35/hour Over 55 radius miles $1.55/hour
(HOURLY ZONE PAY: WESTERN AND CENTRAL WASHINGTON - MILLWRIGHT
AND PILEDRIVER ONLY)
Hourly Zone Pay shall be computed from Seattle Union Hall, Tacoma City center, and Everett City center
Zone Pay:
0 -25 radius miles Free 26-45 radius miles $ .70/hour Over 45 radius miles $1.50/hour
ELEC0112-014 06/01/2019
Rates Fringes
ELECTRICIAN......................$ 46.05 21.06
ENGI0302-017 06/01/2019
West of the 120th Meridian
Rates Fringes
Power equipment operators:
Group 1A...................$ 46.78 21.22 Group 1AA..................$ 47.46 21.22 Group 1AAA.................$ 48.14 21.22 Group 1.....................$ 46.09 21.22 Group 2.....................$ 45.50 21.22 Group 3.....................$ 44.98 21.22 Group 4.....................$ 42.10 21.22
POWER EQUIPMENT OPERATORS CLASSIFICATIONS
GROUP 1AAA - Cranes-over 300 tons, or 300 ft of boom (including jib with attachments)
GROUP 1AA - Cranes 200 to 300 tons, or 250 ft of boom (including jib with attachments); Trackhoe: Over 90 metric tons
GROUP 1A - Cranes, 100 tons thru 199 tons, or 150 ft of boom (including jib with attachments); Loaders-overhead, 8 yards and over; Trackhoe: over 50 metric tons to 90 metric tons
GROUP 1 - Cranes 45 tons thru 99 tons, under 150 ft of boom (including jib with attachments); Trackhoe: over 30 metric tons to 50 metric tons; Loader- overhead 6 yards to, but not including 8 yards; Dozer D-10; Screedman; Scrapers: 45 yards and over; Grader/Blade
GROUP 2 - Cranes, 20 tons thru 44 tons with attachments;
Drilling machine; Trackhoe: 15 to 30 metric tons;
Horizontal/directional drill operator; Loaders-overhead under 6 yards; Crane Oiler-100 Tons and Over; Compactor;
Scraper: under 45 tons
GROUP 3 - Cranes-thru 19 tons with attachments; Dozers-D-9 and under; Motor patrol grader-nonfinishing; Roller-Plant Mix; Crane Oiler under 100 tons; Trackhoe: under 15 metric tons; Forklift: 3000 lbs and over with attachments
GROUP 4 - Roller-other than plant mix; Forklift: under 3000 lbs with attachments
ENGI0370-018 07/01/2019
Rates Fringes
POWER EQUIPMENT OPERATOR
GROUP 1.....................$ 28.46 17.25
GROUP 2.....................$ 28.78 17.25
GROUP 3.....................$ 29.39 17.25
GROUP 4.....................$ 29.55 17.25
GROUP 5.....................$ 29.71 17.25
GROUP 6.....................$ 29.99 17.25
GROUP 7.....................$ 30.26 17.25
GROUP 8.....................$ 31.36 17.25
ZONE DIFFERENTIAL (Add to Zone 1 rate): Zone 2 - $2.00
Zone 1: Within 45 mile radius of Spokane, Pasco, Washington;
Lewiston, Idaho
Zone 2: Outside 45 mile radius of Spokane, Pasco, Washington; Lewiston, Idaho
POWER EQUIPMENT OPERATORS CLASSIFICATIONS
GROUP 1: Compactor; Rollers, all types on subgrade, including seal and chip coatings
GROUP 2: Fork Lift
GROUP 3: Bulldozer (up to D-6 or equivalent)
GROUP 4: Drills (churn, core, calyx or diamond); Oiler;
Loaders (overhead & front-end, under 4 yds. R/T); Vacuum Drill (reverse circulation drill under 8 inch bit)
GROUP 5: Trackhoe (hoe Ram) (under 3/4 yd.); Cranes (25 tons & under), Drilling Equipment(8 inch bit & over) (Robbins, reverse circulation & similar)
GROUP 6: Asphalt Roller; Trackhoe (Hoe Ram) (3/4 yd. to 3 yd.); Compactor (self-propelled with blade); Cranes (over 25 tons, to and including 45 tons), Bulldozer, 834 R/T & similar; Loader Operator (front-end & overhead, 4 yds.
incl. 8 yds.); Scrapers, all, rubber-tired
GROUP 7: Trackhoe (Hoe Ram) (3 yds & over); Cranes (over 45 tons to but not including 85 tons); Loaders (overhead & front-end, over 8 yds. to 10 yds.); Rubber-tired Scrapers (multiple engine with three or more scrapers)
GROUP 8: Cranes (85 tons and over, and all climbing, overhead,rail and tower); Loaders (overhead and front-end, 10 yards and over)
BOOM PAY: (All Cranes, Including Tower) 180 ft to 250 ft $ .50 over scale Over 250 ft $ .80 over scale
NOTE:
In computing the length of the boom on Tower Cranes, they shall be measured from the base of the Tower to the point of the boom.
HAZMAT:
Anyone working on HAZMAT jobs, working with supplied air shall receive $1.00 an hour above classification.
IRON0086-009 07/01/2019
Rates Fringes
IRONWORKER (Reinforcing, Structural, and Ornamental)......$ 33.59 29.26
LABO0348-006 06/01/2019
Rates Fringes
LABORER
GROUP 2....................$ 26.51 11.94
GROUP 3....................$ 29.01 11.94
GROUP 4....................$ 29.71 11.94
GROUP 5....................$ 30.22 11.94
BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA
ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 radius miles from the respective city hall
ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES):
ZONE 2 - $2.25
LABORERS CLASSIFICATIONS
GROUP 2: Flagman
GROUP 3: Chipping Gun (under 30 lbs.); Form Stripping
GROUP 4: Chipping Gun (over 30 lbs.); Concrete Saw Operator;
Gunite; Vibrating Plate
GROUP 5: Mason Tender-Brick; Mason Tender-Cement/Concrete;
Grade CheckeR
PAIN0005-026 07/01/2019
Rates Fringes
Painters: (Parking Lot and highway Striping)................$ 31.61 16.07
PAIN0005-027 04/15/2013
Rates Fringes
Painters:
BRUSH, ROLLER AND SPRAY.....$ 15.58 10.23
PAIN0054-001 06/01/2008
Rates Fringes
DRYWALL FINISHER/TAPER...........$ 22.78 8.88
PAIN0054-004 10/01/2005
Rates Fringes
FLOOR LAYER: Carpet and Vinyl....$ 15.50 4.22
PLAS0072-009 06/01/2019
Rates Fringes
PLASTERER........................$ 30.21 14.93
Zone Differential (Add to Zone 1 rate): Zone 2 - $2.00
BASE POINTS: Spokane, Pasco, Lewiston, Wenatchee
Zone 1: 0-45 radius miles from the main post office
Zone 2: Over 45 radius miles from the main post office
PLUM0598-017 06/01/2019
Rates Fringes
PLUMBER (including HVAC Pipe Installation)....................$ 50.47 32.17
ROOF0189-014 07/01/2019
Rates Fringes
ROOFER (Includes Roof Tear Off, Waterproofing, and Installation of Metal Roofs).....$ 28.25 12.81
* SFWA0699-005 04/01/2020
Rates Fringes
SPRINKLER FITTER (Fire Sprinklers)......................$ 34.55 25.79
SHEE0066-021 06/01/2017
Rates Fringes
Sheet metal worker...............$ 34.75 20.68
SUWA2009-033 05/22/2009
Rates Fringes
LABORER: Common or General......$ 14.50 0.00
LABORER: Handheld Drill.........$ 17.17 5.36
LABORER: Irrigation.............$ 11.58 0.00
LABORER: Landscape..............$ 11.08 0.00
LABORER: Pipelayer..............$ 17.25 4.40
OPERATOR: Backhoe...............$ 19.59 0.00
OPERATOR: Bobcat/Skid Steer/Skid Loader................$ 22.05 7.35
OPERATOR: Concrete Pumper.......$ 22.30 5.27
OPERATOR: Excavator.............$ 25.02 5.43
OPERATOR: Mechanic..............$ 24.33 4.33
OPERATOR: Oiler.................$ 23.76 8.71
OPERATOR: Roller................$ 19.08 0.00
OPERATOR: Screed................$ 19.08 0.00
PIPEFITTER.......................$ 23.88 6.62
TILE SETTER......................$ 25.51 0.00
TRUCK DRIVER: Dump Truck........$ 11.87 0.00
TRUCK DRIVER: Semi-Trailer Truck............................$ 20.59 5.56
WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.
Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.
Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.
Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).
The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).
Union Rate Identifiers
A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than ""SU"" or ""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example:
PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.
Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.
Survey Rate Identifiers
Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.
Survey wage rates are not updated and remain in effect until a new survey is conducted.
Union Average Rate Identifiers
Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010
08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.
A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.
WAGE DETERMINATION APPEALS PROCESS
1.) Has there been an initial decision in the matter? This can be:
* an existing published wage determination
* a survey underlying a wage determination
* a Wage and Hour Division letter setting forth a position on a wage determination matter
* a conformance (additional classification and rate) ruling
On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)
and 3.) should be followed.
With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:
Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.
Washington, DC 20210
2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:
Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.
Washington, DC 20210
The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.
3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:
Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.
Washington, DC 20210
4.) All decisions by the Administrative Review Board are final.
END OF GENERAL DECISION
P2# 472443 MODIFIED TACTICAL EQUIPMENT MAINTENANCE FACILITY(TEMF)
YAKIMA TRAINING CENTER (YTC), WA Amendment 0004
PROJECT TABLE OF CONTENTS
DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS
00 80 00.00 06 SPECIAL PROVISIONS
DIVISION 01 - GENERAL REQUIREMENTS
01 11 00 SUMMARY OF WORK
01 32 01.00 06 PROJECT SCHEDULE
01 33 00.00 06 SUBMITTAL PROCEDURES
01 33 29.00 06 SUSTAINABILITY REPORTING
01 35 26.00 06 GOVERNMENT SAFETY REQUIREMENTS
01 42 00 SOURCES FOR REFERENCE PUBLICATIONS
01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)
01 45 04.10 06 CONTRACTOR QUALITY CONTROL
01 45 35 SPECIAL INSPECTIONS
01 46 00.00 06 TOTAL BUILDING COMMISSIONING (CONTRACTOR CxA)
01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS
01 57 19.00 06 TEMPORARY ENVIRONMENTAL CONTROLS AND PERMITS
01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL
01 78 23 OPERATION AND MAINTENANCE DATA
DIVISION 02 - EXISTING CONDITIONS
02 41 00 DEMOLITION
DIVISION 03 - CONCRETE
03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE
03 42 13.00 10 PLANT-PRECAST CONCRETE PRODUCTS FOR BELOW GRADE
CONSTRUCTION
DIVISION 04 - MASONRY
04 20 00 UNIT MASONRY
DIVISION 05 - METALS
05 12 00 STRUCTURAL STEEL
05 21 00 STEEL JOIST FRAMING
05 30 00 STEEL DECKS
05 40 00 COLD-FORMED METAL FRAMING
05 51 33 METAL LADDERS
DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES
06 20 00 FINISH CARPENTRY
06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS
06 61 16 SOLID SURFACING FABRICATIONS
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
07 21 13 BOARD AND BLOCK INSULATION
07 41 13 METAL ROOF PANELS
07 42 13 METAL WALL PANELS
07 60 00 FLASHING AND SHEET METAL
07 61 14.00 20 STEEL STANDING SEAM ROOFING
07 84 00 FIRESTOPPING
PROJECT TABLE OF CONTENTS Page 1
07 92 00 JOINT SEALANTS
DIVISION 08 - OPENINGS
08 11 13 STEEL DOORS AND FRAMES
08 33 13 COILING COUNTER DOORS
08 36 13 SECTIONAL OVERHEAD DOORS
08 51 13 ALUMINUM WINDOWS
08 71 00 DOOR HARDWARE
08 81 00 GLAZING
DIVISION 09 - FINISHES
09 06 00 SCHEDULES FOR FINISHES
09 29 00 GYPSUM BOARD
09 30 10 CERAMIC, QUARRY, AND GLASS TILING
09 51 00 ACOUSTICAL CEILINGS
09 62 38 STATIC-CONTROL FLOORING
09 65 00 RESILIENT FLOORING
09 67 23.13 STANDARD RESINOUS FLOORING
09 90 00 PAINTS AND COATINGS
DIVISION 10 - SPECIALTIES
10 11 00 VISUAL DISPLAY UNITS
10 14 00.20 INTERIOR SIGNAGE
10 21 13 TOILET COMPARTMENTS
10 26 00 WALL AND DOOR PROTECTION
10 28 13 TOILET ACCESSORIES
10 51 13 METAL LOCKERS
10 56 13 STEEL SHELVING
DIVISION 12 - FURNISHINGS
12 24 13 ROLLER WINDOW SHADES
12 48 13 ENTRANCE FLOOR MATS AND FRAMES
DIVISION 13 - SPECIAL CONSTRUCTION
13 34 19 METAL BUILDING SYSTEMS
13 48 00 BRACING FOR MISCELLANEOUS EQUIPMENT
DIVISION 21 - FIRE SUPPRESSION
21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION
21 30 00 FIRE PUMPS
DIVISION 22 - PLUMBING
22 00 00 PLUMBING, GENERAL PURPOSE
22 15 14.00 40 GENERAL SERVICE COMPRESSED-AIR SYSTEMS, LOW PRESSURE
DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)
23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS
23 05 48.19 BRACING FOR HVAC
23 05 93.00 06 TESTING, ADJUSTING, AND BALANCING (TAB) OF HVAC
23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS
23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC
PROJECT TABLE OF CONTENTS Page 2
23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC
23 09 23.01 LONWORKS DIRECT DIGITAL CONTROL FOR HVAC AND OTHER
BUILDING CONTROL SYSTEMS
23 11 25 FACILITY GAS PIPING
23 23 00 REFRIGERANT PIPING
23 35 00.00 10 OVERHEAD VEHICLE TAILPIPE EXHAUST REMOVAL SYSTEM(S)
23 52 00 HEATING BOILERS
23 54 16.00 10 HEATING SYSTEM; GAS-FIRED HEATERS
23 81 00 DECENTRALIZED UNITARY HVAC EQUIPMENT
23 82 00.00 20 TERMINAL HEATING UNITS
DIVISION 26 - ELECTRICAL
26 05 48.00 10 BRACING FOR ELECTRICAL EQUIPMENT
26 08 00 APPARATUS INSPECTION AND TESTING
26 12 19.10 THREE-PHASE PAD-MOUNTED TRANSFORMERS
26 20 00 INTERIOR DISTRIBUTION SYSTEM
26 27 13.10 30 ELECTRIC METERS
26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION
26 29 23 VARIABLE FREQUENCY DRIVE SYSTEMS UNDER 600 VOLTS
26 32 14.00 10 NATURAL GAS-GENERATOR SET, STATIONARY 15-300 KW, STANDBY
APPLICATIONS
26 36 00.00 10 AUTOMATIC TRANSFER SWITCH AND BY-PASS/ISOLATION SWITCH
26 41 00 LIGHTNING PROTECTION SYSTEM
26 42 14.00 10 CATHODIC PROTECTION SYSTEM (SACRIFICIAL ANODE)
26 51 00 INTERIOR LIGHTING
26 56 00 EXTERIOR LIGHTING
DIVISION 27 - COMMUNICATIONS
27 05 28 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS
27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM
DIVISION 28 - ELECTRONIC SAFETY AND SECURITY
28 13 00.00 48 PHYSICAL ACCESS CONTROL SYSTEM
28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM
DIVISION 31 - EARTHWORK
31 00 00.00 06 EARTHWORK
31 05 19 GEOTEXTILE
31 11 00 CLEARING AND GRUBBING
DIVISION 32 - EXTERIOR IMPROVEMENTS
32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID
PAVEMENTS
32 11 23 AGGREGATE BASE COURSES
32 12 16 SECTION DELETED
32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE
FACILITIES
32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS
32 17 23 PAVEMENT MARKINGS
32 31 13.53 HIGH-SECURITY CHAIN LINK FENCES AND GATES
32 32 23 SECTION DELETED
32 92 19 SEEDING
DIVISION 33 - UTILITIES
PROJECT TABLE OF CONTENTS Page 3
Amdt. #0004
Amdt. #0004
Amdt. #0004***********************************************************************
********************************************************************** **Amdt. #0004
33 11 00 WATER UTILITY DISTRIBUTION PIPING
33 16 15 WATER STORAGE STEEL TANKS
33 30 00 SANITARY SEWERAGE
33 32 13.13 PACKAGED SEWAGE LIFT STATIONS, WET WELL TYPE
33 40 00 STORM DRAINAGE UTILITIES
33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION
33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)
DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT
41 22 13.13 BRIDGE CRANES
DIVISION 46 - WATER AND WASTEWATER EQUIPMENT
46 25 14 COALESCING OIL-WATER SEPARATORS
-- End of Project Table of Contents --
PROJECT TABLE OF CONTENTS Page 4
SECTION 00 80 00.00 06
SPECIAL PROVISIONS
07/18
PART 1 GENERAL
Attachments to this Specification are as follows:
Construction Project Sign Details Project Submittal Register
1.1 REFERENCES
The publications listed below form a part of this Specification to the extent referenced. The publications are referred to within the text by the basic designation only.
ASTM INTERNATIONAL (ASTM)
ASTM C1153-90 (2010) Standard Practice for Location of Wet Insulation in Roofing Systems Using Infrared Imaging
U.S. DEPARTMENT OF DEFENSE (DOD)
UFC 3-600-1 Fire Protection Engineering for Facilities
NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)
NFPA 241 (2019) Standard for Safeguarding Construction, Alteration, and Demolition Operations
U.S. ARMY (DA)
AR 530-1 Operation Security
U.S. ARMY CORPS OF ENGINEERS (USACE)
EM 385-1-1 (2014) Safety and Health Requirements Manual
EP 1110-1-8 Construction Equipment Ownership and Operating Expense Schedule
U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)
29 CFR 1926.59 Hazard Communication
33 CFR 81 International Navigation Rules
33 CFR 84-89 Inland Navigation Rules
40 CFR 260-265 Protection of Environment, Environmental Protection Agency, Solid Waste
DOCUMENT 00 80 00.00 06 Page 1
40 CFR 268 Land Disposal Restrictions
1.2 SUBMITTALS
Government approval/acceptance is required for submittals with a "G" designation; submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with LRL Section 01 33 00.00 06
SUBMITTAL PROCEDURES:
SD-01 Preconstruction Submittals
Labor, Equipment, and Material Report; G, See Para. 1.28.
Daily Equipment Report; G, See Para. 1.28.
SD-02 Shop Drawings
Mechanical/Electrical Room Layout; G. See Para. 1.41 & SD-02 LRL Section 01 33 00.00 06 SUBMITTAL PROCEDURES
SD-04 Samples
Equipment Warranty Identification Tags; G, See Para. 1.16f
SD-05 Design Data
Equipment-in-Place List; G, See Para. 1.9.1.
Maintenance and Parts Data; G, See Para. 1.9.1.
SF1413 Statement and Acknowledgement; G, See Para. 1.12.
Local Agency Check; G, See Para. 1.14b.
Progress Photographs; G, See Para. 1.45.
SD-07 Certificates
Warranty of Construction; G, See Para. 1.16a.
NO ASBESTOS - CONTAINING MATERIAL (ACM) CERTIFICATION; G, See Para. 1.15.
Insurance; G, See Para. 1.32.
Sales and Use Tax; G, See Para. 1.30.
SD-11 Closeout Submittals
Preliminary (Working) As-Built Drawings; G, See Para. 1.7.4.
Final As-Built Drawings; G, See Para. 1.7.1.
CAD Working As-Built Drawings; G, See Para. 1.7.1.2.
Warranty Management Plan; G, See Para. 1.16b(1).
DOCUMENT 00 80 00.00 06 Page 2
Contour Map; G, See Para. 1.8.3g.
1.3 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK
1.3.1 Refer to FAR 52.211-10 "Commencement, Prosecution, and Completion of Work" in Section 00 70 00 for a notification of significant Contract dates.
Amdt. #0004
1.3.2 Additional Requirements/Clarifications of Work Included Within the Contract
(a) The time stated in FAR 52.211-10 "Commencement, Prosecution, and Completion of Work" in Section 00 70 00 for completion shall include installation of Government-furnished furniture as well as as-built drawings, O&M manuals, operational tests/reports/training/instructions, equipment lists.
(b) Those areas of the building receiving Government-furnished furniture and IT/Telecom equipment shall be made available for Government installation to begin no less than 30 calendar days prior to the contractor's accepted scheduled Construction Completion Date updated in accordance with FAR 52.211-10 "Commencement, Prosecution, and Completion of Work" in Section 00 70 00. The Contractor shall participate in a Furniture Pre-Installation Building Inspection, Daily Furniture Installation Building Inspections, and a Final Furniture Installation Building Inspection along with the furniture installation supervisor and a Government representative.
(c) If the Contractor fails to meet the Requirements for Completion of Designated Areas Prior to Furniture Installation, specified in Paragraph 1.3.3, by the Contractor's accepted scheduled Furniture Installation Start Date,the Contractor shall pay liquidated damages to the Government in the amount of $12,352 for each week of the delay until the requirement is fulfilled. The liquidated damages contained in this paragraph are independent of and in addition to those references in FAR 52.211-12 "Liquidated Damages - Construction". Changes to the Contractor's Scheduled Furniture Installation Start Date and Construction Completion Date must be received and accepted no later than 49 calendar days prior to the Contractor's current Scheduled Furniture Installation Start Date in order to avoid liquidated damages associated with the furniture installation.
Commencement of furniture installation on or after the Contractor's scheduled Furniture Installation Start Date prior to the fulfillment of these requirements does not relieve the Contractor of their liquidated damages obligation.
(d) The Contractor is not required to perform physical work at the project site from 15 November to 15 March of the first year after issue of NTP.
During this time frame, the Contractor maintains the responsibility of maintaining and securing the site in general accordance with the contract requirements.
Amdt. #0004
1.3.3 Requirements for Completion of Designated Areas Prior to Furniture Installation
DOCUMENT 00 80 00.00 06 Page 3
The Contractor is responsible for access to the building, security and ownership during the furniture and IT/Telecom…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .