W9124M24B0001-Solicitation.pdf
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- IDIQ Bridge Repair
- Solicitation number
- W9124M24B0001
About this file
This is an indefinite-delivery, indefinite-quantity (IDIQ) solicitation for bridge maintenance and repair services at Fort Stewart, Georgia and Hunter Army Airfield. The solicitation includes pricing schedules for base year and four option year periods of performance. Services required include demolition, construction, repairs, signage, drainage, and landscaping. The estimated value ranges from $1-5 million annually. The solicitation sets aside 100% of the work for small businesses with a size standard of $45 million. Responses are due on January 8, 2024 and the period of performance is January 2024 to January 2029.
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Other files
| File | Type | Posted |
|---|---|---|
| Abstract.pdf | ||
| W9124M24B0001 0003.pdf | ||
| W9124M24B0001 0002 (04 January 2024).pdf | ||
| W9124M24B0001 P0001 (13 November 2023).pdf | ||
| Drawing.pdf |
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Text version
Title: IIDIQ Maintain and Repair Bridges
Project Number: WG-300-2J/ED-302-2J/FS-4217/H-2127
Project Locations: Fort Stew art, Georgia and Hunter Army Airf ield (HAAF), Georgia
Set Aside 100% Small Business
NAICS Code 237310
Size Standard: $45 Million
Magnitude of Construction Project: Betw een $1M-$5M
X
REBECCA J. DRAKE 912 767 5467
NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".
10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS
NEGOTIATED
16-Nov-2023
(RFP)
(IFB)
CALL:
B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)
See Item 7
2. TYPE OF SOLICITATION
SEALED BID
3. DATE ISSUED
9. FOR INFORMATION A. NAME
SOLICITATION
NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)
Prescribed by GSA
FAR (48 CFR) 53.236-1(e)
11. The Contractor shall begin performance w ithin _______10 calendar days and complete it w ithin ________365 calendar days after receiving aw ard, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________52.211-10
12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?
(If "YES," indicate within how many calendar days after award in Item 12B.)
X YES NO
13. ADDITIONAL SOLICITATION REQUIREMENTS:
A. Sealed offers in original and __________1 copies to perform the w ork required are due at the place specified in Item 8 by ___________ local time ______________08 Jan 2024 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.
shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.
B. An offer guarantee X is, is not required.
C. All offers are subject to the (1) w ork requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.
D. Offers providing less than _______90 calendar days for Government acceptance after the date offers are due w ill not be considered and w ill be rejected.
SOLICITATION, OFFER,
AND AWARD
(Construction, Alteration, or Repair)
1. SOLICITATION NO.
IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.
4. CONTRACT NO.
7. ISSUED BY CODE
MICC - FORT STEWART
976 WILLIAM H. WILSON AVE SUITE 100
FORT STEWART GA 31314
W9124M
PAGE OF PAGES
1 OF
CODE
(Title, identifying no., date):
12B. CALENDAR DAYS
02:00 PM (hour)
Sealed envelopes containing offers
5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.
8. ADDRESS OFFER TO (If Other Than Item 7)
FAX:TEL: (912)767-8420 TEL: FAX:
W9124M24B0001 102
20B. SIGNATURE
(REV. 4-85)STANDARD FORM 1442 BACK
TO SIGN
NSN 7540-01-155-3212
SOLICITATION, OFFER, AND AWARD (Continued) (Construction, Alteration, or Repair)
CODE FACILITY CODE
17. The offeror agrees to perform the w ork required at the prices specif ied below in strict accordance w ith the terms of this solicitation, if this offer is accepted by the Government in w riting w ithin ________ calendar days after the date offers are due.
the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)
AMOUNTS SEE SCHEDULE OF PRICES
18. The offeror agrees to furnish any required performance and payment bonds.
19. ACKNOWLEDGMENT OF AMENDMENTS
(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)
AMENDMENT NO.
DATE
20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN
OFFER (Type or print)
AWARD (To be completed by Government)
21. ITEMS ACCEPTED:
22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA
24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM
(4 copies unless otherwise specified)
CODE
(Insert any number equal to or greater than
20C. OFFER DATE
25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO
10 U.S.C. 2304(c) 41 U.S.C. 253(c)
CODE27. PAYMENT WILL BE MADE BY:26. ADMINISTERED BY
(Include ZIP Code)14. NAME AND ADDRESS OF OFFEROR 15. TELEPHONE NO. (Include area code)
See Item 14
(Include only if different than Item 14)16. REMITTANCE ADDRESS
30B. SIGNATURE
29. AWARD (Contractor is not required to sign this document.)
document and return _______ copies to issuing office.) Contractor agrees Your of f er on this solicitation, is hereby accepted as to the items listed. This award con-to f urnish and deliv er all items or perf orm all work, requisitions identif ied summates the contract, which consists of (a) the Gov ernment solicitation and on this f orm and any continuation sheets f or the consideration stated in this y our of f er, and (b) this contract award. No f urther contractual document is contract. The rights and obligations of the parties to this contract shall be necessary .
gov erned by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certif ications, and specif ications or incorporated by ref er-ence in or attached to this contract.
30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31A. NAME OF CONTRACTING OFFICER (Type or print)
30C. DATE
(Type or print)
TEL: EMAIL:
31B. UNITED STATES OF AMERICA 31C. AWARD DATE
BY
CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE
(Contractor is required to sign this28. NEGOTIATED AGREEMENT
(M ust be fully completed by offeror)OFFER
Section B - Supplies or Services and Prices
ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT
0001 1 Job Base Year IDIQ
FFP
The work covered by this contract consists of furnishing all plant, labor, materials and performing all operations required in connection with Maintain and Repair Bridges (IDIQ) complete in strict accordance with specifications and drawings.
FOB: Destination
PSC CD: Z2LB
NET AMT
1001 1 Job OPTION 1st Option Year IDIQ
FFP
The work covered by this contract consists of furnishing all plant, labor, materials and performing all operations required in connection with Maintain and Repair Bridges (IDIQ) complete in strict accordance with specifications and drawings.
2001 1 Job OPTION 2nd Option Year IDIQ
FFP
The work covered by this contract consists of furnishing all plant, labor, materials and performing all operations required in connection with Maintain and Repair Bridges (IDIQ) complete in strict accordance with specifications and drawings.
3001 1 Job OPTION 3rd Option Year IDIQ
FFP
The work covered by this contract consists of furnishing all plant, labor, materials and performing all operations required in connection with Maintain and Repair Bridges (IDIQ) complete in strict accordance with specifications and drawings.
4001 1 Job OPTION 4th Option Year IDIQ
FFP
The work covered by this contract consists of furnishing all plant, labor, materials and performing all operations required in connection with Maintain and Repair Bridges (IDIQ) complete in strict accordance with specifications and drawings.
CONTRACT MINIMUM/MAXIMUM QUANTITY AND CONTRACT VALUE
The minimum quantity and contract value for all orders issued against this contract shall not be less than the minimum quantity and contract value stated in the following table. The maximum quantity and contract value for all orders issued against this contract shall not exceed the maximum quantity and contract value stated in the following table.
MINIMUM
QUANTITY
MINIMUM
AMOUNT
MAXIMUM
QUANTITY
MAXIMUM
AMOUNT
$25,000.00 $1,500,000.00
CLIN DELIVERY/TASK ORDER MINIMUM/MAXIMUM QUANTITY AND CLIN ORDER VALUE
The minimum quantity and order value for the given Delivery/Task Order issued for this CLIN shall not be less than the minimum quantity and order value stated in the following table. The maximum quantity and order value for the given Delivery/Task Order issued for this CLIN shall not exceed the maximum quantity and order value stated in the following table.
CLIN
MINIMUM
QUANTITY
MINIMUM
AMOUNT
MAXIMUM
QUANTITY
MAXIMUM
AMOUNT
BID SCHEDULE
Maintain and Repair Bridges (IDIQ), Ft. Stewart/HAAF
Base Year
ITEM DESCRIPTION QTY U/M U/P AMOUNT
0001 DEMOLITION OF DECKING, STRINGERS AND CURB (23' WIDE) 41 LF
0002 DEMOLITION OF FIVE PILE BENT 5 EA
0003 DEMOLITION OF REINFORCED CONCRETE 14 CY
0004 SAW CUT CONCRETE UP TO 10" THICK 27 LF
0005 DEMOLITION OF ABUTMENT WINGWALL 851 SF
0006 DEMOLITION OF BULKHEAD 432 SF
0007 CONSTRUCT DECKING, TREADWAY, CURB, BLOCKING AND STRINGERS, 14' SPAN 6 EA
0008 REMOVE AND REPLACE DECKING, TREADWAY, CURB AND BLOCKING FULL WIDTH, 23' 27 LF
0009 CONSTRUCT FIVE PILE BENT AND CAP WITH 20' PILES 2 EA
0010 CONSTRUCT FIVE PILE BENT AND CAP WITH 30' PILES 2 EA
0011 CONSTRUCT FIVE PILE BENT AND CAP WITH 40' PILES 3 EA
0012 CONSTRUCT FIVE PILE BENT AND CAP WITH 50' PILES 3 EA
0013 CONSTRUCT FIVE PILE BENT AND CAP WITH 60' PILES 2 EA
0014 CONSTRUCT BULKHEAD 216 SF
0015 CONSTRUCT ABUTMENT TYPE 1 351 SF
0016 CONSTRUCT ABUTMENT TYPE 2 351 SF
0017 PROVIDE AND PLACE 10" THICK CONCRETE SLAB INCLUDING REINFORCEMENT 68 SY
AND FORMWORK
0018 PROVIDE AND PLACE THICKENED EDGE FOR 10" THICK CONCRETE SLAB 87 LF
0019 PROVIDE AND INSTALL 1" EXPANSION JOINT MATERIAL 108 LF
0020 SAW CUT AND SEAL JOINTS IN NEW CONCRETE SLABS 108 LF
0021 PREPARE AND RESEAL JOINT IN CONCRETE BRIDGE DECKING. (UP TO 2" WIDE) 108 LF
0022 CONCRETE DECK SPALL REPAIR 135 SF
0023 CONCRETE WALL SPALL REPAIR 135 SF
0024 CONSTRUCT BRACING (HEIGHT OF BRIDGE UNDER 12') 135 LF
0025 CONSTRUCT BRACING (HEIGHT OF BRIDGE OVER 12') 135 LF
0026 CONSTRUCT CLASSIFICATION/GUIDE SIGN (INCLUDE ALL NEW SIGNS) 8 EA
0027 REMOVE AND REPLACE 14"x14" CAP (FULL LENGTH 23') 2 EA
0028 REMOVE AND REPLACE 10"x18" STRINGER (FULL LENGTH 15'-2") 3 EA
0029 PROVIDE AND INSTALL TIMBER CAP SCAB ASSEMBLY 2 EA
0030 REMOVE AND REPLACE PILE 20 FOOT LENGTH 2 EA
0031 REMOVE AND REPLACE PILE 30 FOOT LENGTH 2 EA
0032 REMOVE AND REPLACE PILE 40 FOOT LENGTH 2 EA
0033 REMOVE AND REPLACE PILE 50 FOOT LENGTH 2 EA
0034 REMOVE AND REPLACE PILE 60 FOOT LENGTH 2 EA
0035 REMOVE AND REPLACE WINGWALL/BULKHEAD BOARDS 81 LF
0036 REMOVE AND REPLACE CURB AND BLOCKING 270 LF
0037 REMOVE AND REPLACE TREADWAY SPIKE 81 EA
0038 HAMMER DOWN TREADWAY SPIKE FLUSH WITH DECK 81 EA
0039 INSPECT AND TIGHTEN BOLTS ON BRIDGE 54 EA
0040 REMOVE DIRT FROM BRIDGE TREADWAY, 23' WIDE 1620 LF
0041 REMOVE AND REPLACE DAMAGED/MISSING GALVANIZED METAL PILE CAP 9 EA
0042 PROVIDE AND INSTALL SHIMMING PER DETAIL BETWEEN BRIDGE PILE AND CAP 6 EA
0043 PROVIDE AND INSTALL SHIMS BETWEEN PILE CAP AND STRINGERS 6 EA
0044 PROVIDE AND INSTALL PILE BAND 2 EA
0045 PROVIDE AND INSTALL RIP RAP 54 TON
0046 REMOVE AND REPLACE TREADWAY BOARD 675 LF
0047 PROVIDE AND INSTALL GALVANIZED 5/8" DIAMETER NUT AND WASHER 9 EA
0048 PROVIDE AND INSTALL 5/8 " DIAMETER GALVANIZED BOLT ASSEMBLY 7 EA
(INCLUDES BOLT, NUT AND WASHER 5/8" DIAMETER x 2'-0" LONG)
0049 SELECT CLEARING ON EXISTING BRIDGE APPROACHES AND SIDE OF BRIDGES 1755 SY
0050 PROVIDE AND INSTALL NEW SIGNS AS DIRECTED 81 SF
0051 CLEAN DIRT FROM EXISTING SIGNS 135 SF
0052 REMOVE AND REPLACE THERMAL REFLECTING FILM ON SIGNS 27 SF
0053 EXCAVATION (ON SITE-NO HAULING OFF REQUIRED) 540 CY
0054 EXCAVATE, HAUL AND SPREAD SOIL ON FORT STEWART BRIDGE SITE 675 CY
0055 CONTRACTOR PROVIDE, HAUL AND SPREAD SOIL FOR BRIDGE AT HUNTER AAF 27 CY
0056 BACKFILL AND COMPACT SOIL 675 CY
0057 FINISH GRADING FOR GRASSING (HAND WORK, INCLUDES LIME AND FERTILIZER) 270 SY
0058 PROVIDE AND GRASS DISTURBED AREA (HYDROSEEDING) 270 SY
0059 REMOVE STORM PIPE UNDER 36" DIAMETER 54 LF
0060 REMOVE STORM PIPE OVER 36" DIAMETER 54 LF
0061 PROVIDE AND INSTALL CORRUGATED METAL PIPE 24" DIAMETER 27 LF
0062 PROVIDE AND INSTALL CORRUGATED METAL PIPE 36" DIAMETER 27 LF
0063 PROVIDE AND INSTALL CORRUGATED METAL PIPE 48" DIAMETER 27 LF
0064 PROVIDE AND INSTALL CORRUGATED METAL PIPE 60" DIAMETER 27 LF
0065 PROVIDE AND INSTALL CORRUGATED METAL PIPE 24" DIAMETER FLARED END SECTION 3 EA
0066 PROVIDE AND INSTALL CORRUGATED METAL PIPE 36" DIAMETER FLARED END SECTION 3 EA
0067 PROVIDE AND INSTALL CORRUGATED METAL PIPE 48" DIAMETER FLARED END SECTION 3 EA
0068 PROVIDE AND INSTALL CORRUGATED METAL PIPE 60" DIAMETER FLARED END SECTION 3 EA
0069 PROVIDE AND INSTALL TYPE "SENSITIVE" SILT FENCE 135 LF
0070 PROVIDE AND INSTALL GEOTEXTILE MATERIAL (WHEN NOT INCLUDED IN BID ITEM COST) 135 SY
0071 PROVIDE #57 STONE FOR BEDDING 68 TON
0072 NON PREPRICED ITEMS 1 LS
TOTAL COST FOR ALL ITEMS
Option Year One
1001 DEMOLITION OF DECKING, STRINGERS AND CURB (23' WIDE) 41 LF
1002 DEMOLITION OF FIVE PILE BENT 5 EA
1003 DEMOLITION OF REINFORCED CONCRETE 14 CY
1004 SAW CUT CONCRETE UP TO 10" THICK 27 LF
1005 DEMOLITION OF ABUTMENT WINGWALL 851 SF
1006 DEMOLITION OF BULKHEAD 432 SF
1007 CONSTRUCT DECKING, TREADWAY, CURB, BLOCKING AND STRINGERS, 14' SPAN 6 EA
1008 REMOVE AND REPLACE DECKING, TREADWAY, CURB AND BLOCKING FULL WIDTH, 23' 27 LF
1009 CONSTRUCT FIVE PILE BENT AND CAP WITH 20' PILES 2 EA
1010 CONSTRUCT FIVE PILE BENT AND CAP WITH 30' PILES 2 EA
1011 CONSTRUCT FIVE PILE BENT AND CAP WITH 40' PILES 3 EA
1012 CONSTRUCT FIVE PILE BENT AND CAP WITH 50' PILES 3 EA
1013 CONSTRUCT FIVE PILE BENT AND CAP WITH 60' PILES 2 EA
1014 CONSTRUCT BULKHEAD 216 SF
1015 CONSTRUCT ABUTMENT TYPE 1 351 SF
1016 CONSTRUCT ABUTMENT TYPE 2 351 SF
1017 PROVIDE AND PLACE 10" THICK CONCRETE SLAB INCLUDING REINFORCEMENT 68 SY
AND FORMWORK
1018 PROVIDE AND PLACE THICKENED EDGE FOR 10" THICK CONCRETE SLAB 87 LF
1019 PROVIDE AND INSTALL 1" EXPANSION JOINT MATERIAL 108 LF
1020 SAW CUT AND SEAL JOINTS IN NEW CONCRETE SLABS 108 LF
1021 PREPARE AND RESEAL JOINT IN CONCRETE BRIDGE DECKING. (UP TO 2" WIDE) 108 LF
1022 CONCRETE DECK SPALL REPAIR 135 SF
1023 CONCRETE WALL SPALL REPAIR 135 SF
1024 CONSTRUCT BRACING (HEIGHT OF BRIDGE UNDER 12') 135 LF
1025 CONSTRUCT BRACING (HEIGHT OF BRIDGE OVER 12') 135 LF
1026 CONSTRUCT CLASSIFICATION/GUIDE SIGN (INCLUDE ALL NEW SIGNS) 8 EA
1027 REMOVE AND REPLACE 14"x14" CAP (FULL LENGTH 23') 2 EA
1028 REMOVE AND REPLACE 10"x18" STRINGER (FULL LENGTH 15'-2") 3 EA
1029 PROVIDE AND INSTALL TIMBER CAP SCAB ASSEMBLY 2 EA
1030 REMOVE AND REPLACE PILE 20 FOOT LENGTH 2 EA
1031 REMOVE AND REPLACE PILE 30 FOOT LENGTH 2 EA
1032 REMOVE AND REPLACE PILE 40 FOOT LENGTH 2 EA
1033 REMOVE AND REPLACE PILE 50 FOOT LENGTH 2 EA
1034 REMOVE AND REPLACE PILE 60 FOOT LENGTH 2 EA
1035 REMOVE AND REPLACE WINGWALL/BULKHEAD BOARDS 81 LF
1036 REMOVE AND REPLACE CURB AND BLOCKING 270 LF
1037 REMOVE AND REPLACE TREADWAY SPIKE 81 EA
1038 HAMMER DOWN TREADWAY SPIKE FLUSH WITH DECK 81 EA
1039 INSPECT AND TIGHTEN BOLTS ON BRIDGE 54 EA
1040 REMOVE DIRT FROM BRIDGE TREADWAY, 23' WIDE 1620 LF
1041 REMOVE AND REPLACE DAMAGED/MISSING GALVANIZED METAL PILE CAP 9 EA
1042 PROVIDE AND INSTALL SHIMMING PER DETAIL BETWEEN BRIDGE PILE AND CAP 6 EA
1043 PROVIDE AND INSTALL SHIMS BETWEEN PILE CAP AND STRINGERS 6 EA
1044 PROVIDE AND INSTALL PILE BAND 2 EA
1045 PROVIDE AND INSTALL RIP RAP 54 TON
1046 REMOVE AND REPLACE TREADWAY BOARD 675 LF
1047 PROVIDE AND INSTALL GALVANIZED 5/8" DIAMETER NUT AND WASHER 9 EA
1048 PROVIDE AND INSTALL 5/8 " DIAMETER GALVANIZED BOLT ASSEMBLY 7 EA
(INCLUDES BOLT, NUT AND WASHER 5/8" DIAMETER x 2'-0" LONG)
1049 SELECT CLEARING ON EXISTING BRIDGE APPROACHES AND SIDE OF BRIDGES 1755 SY
1050 PROVIDE AND INSTALL NEW SIGNS AS DIRECTED 81 SF
1051 CLEAN DIRT FROM EXISTING SIGNS 135 SF
1052 REMOVE AND REPLACE THERMAL REFLECTING FILM ON SIGNS 27 SF
1053 EXCAVATION (ON SITE-NO HAULING OFF REQUIRED) 540 CY
1054 EXCAVATE, HAUL AND SPREAD SOIL ON FORT STEWART BRIDGE SITE 675 CY
1055 CONTRACTOR PROVIDE, HAUL AND SPREAD SOIL FOR BRIDGE AT HUNTER AAF 27 CY
1056 BACKFILL AND COMPACT SOIL 675 CY
1057 FINISH GRADING FOR GRASSING (HAND WORK, INCLUDES LIME AND FERTILIZER) 270 SY
1058 PROVIDE AND GRASS DISTURBED AREA (HYDROSEEDING) 270 SY
1059 REMOVE STORM PIPE UNDER 36" DIAMETER 54 LF
1060 REMOVE STORM PIPE OVER 36" DIAMETER 54 LF
1061 PROVIDE AND INSTALL CORRUGATED METAL PIPE 24" DIAMETER 27 LF
1062 PROVIDE AND INSTALL CORRUGATED METAL PIPE 36" DIAMETER 27 LF
1063 PROVIDE AND INSTALL CORRUGATED METAL PIPE 48" DIAMETER 27 LF
1064 PROVIDE AND INSTALL CORRUGATED METAL PIPE 60" DIAMETER 27 LF
1065 PROVIDE AND INSTALL CORRUGATED METAL PIPE 24" DIAMETER FLARED END SECTION 3 EA
1066 PROVIDE AND INSTALL CORRUGATED METAL PIPE 36" DIAMETER FLARED END SECTION 3 EA
1067 PROVIDE AND INSTALL CORRUGATED METAL PIPE 48" DIAMETER FLARED END SECTION 3 EA
1068 PROVIDE AND INSTALL CORRUGATED METAL PIPE 60" DIAMETER FLARED END SECTION 3 EA
1069 PROVIDE AND INSTALL TYPE "SENSITIVE" SILT FENCE 135 LF
1070 PROVIDE AND INSTALL GEOTEXTILE MATERIAL (WHEN NOT INCLUDED IN BID ITEM COST) 135 SY
1071 PROVIDE #57 STONE FOR BEDDING 68 TON
1072 NON PREPRICED ITEMS 1 LS
Option Year Two
2001 DEMOLITION OF DECKING, STRINGERS AND CURB (23' WIDE) 41 LF
2002 DEMOLITION OF FIVE PILE BENT 5 EA
2003 DEMOLITION OF REINFORCED CONCRETE 14 CY
2004 SAW CUT CONCRETE UP TO 10" THICK 27 LF
2005 DEMOLITION OF ABUTMENT WINGWALL 851 SF
2006 DEMOLITION OF BULKHEAD 432 SF
2007 CONSTRUCT DECKING, TREADWAY, CURB, BLOCKING AND STRINGERS, 14' SPAN 6 EA
2008 REMOVE AND REPLACE DECKING, TREADWAY, CURB AND BLOCKING FULL WIDTH, 23' 27 LF
2009 CONSTRUCT FIVE PILE BENT AND CAP WITH 20' PILES 2 EA
2010 CONSTRUCT FIVE PILE BENT AND CAP WITH 30' PILES 2 EA
2011 CONSTRUCT FIVE PILE BENT AND CAP WITH 40' PILES 3 EA
2012 CONSTRUCT FIVE PILE BENT AND CAP WITH 50' PILES 3 EA
2013 CONSTRUCT FIVE PILE BENT AND CAP WITH 60' PILES 2 EA
2014 CONSTRUCT BULKHEAD 216 SF
2015 CONSTRUCT ABUTMENT TYPE 1 351 SF
2016 CONSTRUCT ABUTMENT TYPE 2 351 SF
2017 PROVIDE AND PLACE 10" THICK CONCRETE SLAB INCLUDING REINFORCEMENT 68 SY
AND FORMWORK
2018 PROVIDE AND PLACE THICKENED EDGE FOR 10" THICK CONCRETE SLAB 87 LF
2019 PROVIDE AND INSTALL 1" EXPANSION JOINT MATERIAL 108 LF
2020 SAW CUT AND SEAL JOINTS IN NEW CONCRETE SLABS 108 LF
2021 PREPARE AND RESEAL JOINT IN CONCRETE BRIDGE DECKING. (UP TO 2" WIDE) 108 LF
2022 CONCRETE DECK SPALL REPAIR 135 SF
2023 CONCRETE WALL SPALL REPAIR 135 SF
2024 CONSTRUCT BRACING (HEIGHT OF BRIDGE UNDER 12') 135 LF
2025 CONSTRUCT BRACING (HEIGHT OF BRIDGE OVER 12') 135 LF
2026 CONSTRUCT CLASSIFICATION/GUIDE SIGN (INCLUDE ALL NEW SIGNS) 8 EA
2027 REMOVE AND REPLACE 14"x14" CAP (FULL LENGTH 23') 2 EA
2028 REMOVE AND REPLACE 10"x18" STRINGER (FULL LENGTH 15'-2") 3 EA
2029 PROVIDE AND INSTALL TIMBER CAP SCAB ASSEMBLY 2 EA
2030 REMOVE AND REPLACE PILE 20 FOOT LENGTH 2 EA
2031 REMOVE AND REPLACE PILE 30 FOOT LENGTH 2 EA
2032 REMOVE AND REPLACE PILE 40 FOOT LENGTH 2 EA
2033 REMOVE AND REPLACE PILE 50 FOOT LENGTH 2 EA
2034 REMOVE AND REPLACE PILE 60 FOOT LENGTH 2 EA
2035 REMOVE AND REPLACE WINGWALL/BULKHEAD BOARDS 81 LF
2036 REMOVE AND REPLACE CURB AND BLOCKING 270 LF
2037 REMOVE AND REPLACE TREADWAY SPIKE 81 EA
2038 HAMMER DOWN TREADWAY SPIKE FLUSH WITH DECK 81 EA
2039 INSPECT AND TIGHTEN BOLTS ON BRIDGE 54 EA
2040 REMOVE DIRT FROM BRIDGE TREADWAY, 23' WIDE 1620 LF
2041 REMOVE AND REPLACE DAMAGED/MISSING GALVANIZED METAL PILE CAP 9 EA
2042 PROVIDE AND INSTALL SHIMMING PER DETAIL BETWEEN BRIDGE PILE AND CAP 6 EA
2043 PROVIDE AND INSTALL SHIMS BETWEEN PILE CAP AND STRINGERS 6 EA
2044 PROVIDE AND INSTALL PILE BAND 2 EA
2045 PROVIDE AND INSTALL RIP RAP 54 TON
2046 REMOVE AND REPLACE TREADWAY BOARD 675 LF
2047 PROVIDE AND INSTALL GALVANIZED 5/8" DIAMETER NUT AND WASHER 9 EA
2048 PROVIDE AND INSTALL 5/8 " DIAMETER GALVANIZED BOLT ASSEMBLY 7 EA
(INCLUDES BOLT, NUT AND WASHER 5/8" DIAMETER x 2'-0" LONG)
2049 SELECT CLEARING ON EXISTING BRIDGE APPROACHES AND SIDE OF BRIDGES 1755 SY
2050 PROVIDE AND INSTALL NEW SIGNS AS DIRECTED 81 SF
2051 CLEAN DIRT FROM EXISTING SIGNS 135 SF
2052 REMOVE AND REPLACE THERMAL REFLECTING FILM ON SIGNS 27 SF
2053 EXCAVATION (ON SITE-NO HAULING OFF REQUIRED) 540 CY
2054 EXCAVATE, HAUL AND SPREAD SOIL ON FORT STEWART BRIDGE SITE 675 CY
2055 CONTRACTOR PROVIDE, HAUL AND SPREAD SOIL FOR BRIDGE AT HUNTER AAF 27 CY
2056 BACKFILL AND COMPACT SOIL 675 CY
2057 FINISH GRADING FOR GRASSING (HAND WORK, INCLUDES LIME AND FERTILIZER) 270 SY
2058 PROVIDE AND GRASS DISTURBED AREA (HYDROSEEDING) 270 SY
2059 REMOVE STORM PIPE UNDER 36" DIAMETER 54 LF
2060 REMOVE STORM PIPE OVER 36" DIAMETER 54 LF
2061 PROVIDE AND INSTALL CORRUGATED METAL PIPE 24" DIAMETER 27 LF
2062 PROVIDE AND INSTALL CORRUGATED METAL PIPE 36" DIAMETER 27 LF
2063 PROVIDE AND INSTALL CORRUGATED METAL PIPE 48" DIAMETER 27 LF
0064 PROVIDE AND INSTALL CORRUGATED METAL PIPE 60" DIAMETER 27 LF
2065 PROVIDE AND INSTALL CORRUGATED METAL PIPE 24" DIAMETER FLARED END SECTION 3 EA
2066 PROVIDE AND INSTALL CORRUGATED METAL PIPE 36" DIAMETER FLARED END SECTION 3 EA
2067 PROVIDE AND INSTALL CORRUGATED METAL PIPE 48" DIAMETER FLARED END SECTION 3 EA
2068 PROVIDE AND INSTALL CORRUGATED METAL PIPE 60" DIAMETER FLARED END SECTION 3 EA
2069 PROVIDE AND INSTALL TYPE "SENSITIVE" SILT FENCE 135 LF
2070 PROVIDE AND INSTALL GEOTEXTILE MATERIAL (WHEN NOT INCLUDED IN BID ITEM COST) 135 SY
2071 PROVIDE #57 STONE FOR BEDDING 68 TON
2072 NON PREPRICED ITEMS 1 LS
Option Year Three
3001 DEMOLITION OF DECKING, STRINGERS AND CURB (23' WIDE) 41 LF
3002 DEMOLITION OF FIVE PILE BENT 5 EA
3003 DEMOLITION OF REINFORCED CONCRETE 14 CY
3004 SAW CUT CONCRETE UP TO 10" THICK 27 LF
3005 DEMOLITION OF ABUTMENT WINGWALL 851 SF
3006 DEMOLITION OF BULKHEAD 432 SF
3007 CONSTRUCT DECKING, TREADWAY, CURB, BLOCKING AND STRINGERS, 14' SPAN 6 EA
3008 REMOVE AND REPLACE DECKING, TREADWAY, CURB AND BLOCKING FULL WIDTH, 23' 27 LF
3009 CONSTRUCT FIVE PILE BENT AND CAP WITH 20' PILES 2 EA
3010 CONSTRUCT FIVE PILE BENT AND CAP WITH 30' PILES 2 EA
3011 CONSTRUCT FIVE PILE BENT AND CAP WITH 40' PILES 3 EA
3012 CONSTRUCT FIVE PILE BENT AND CAP WITH 50' PILES 3 EA
3013 CONSTRUCT FIVE PILE BENT AND CAP WITH 60' PILES 2 EA
3014 CONSTRUCT BULKHEAD 216 SF
3015 CONSTRUCT ABUTMENT TYPE 1 351 SF
3016 CONSTRUCT ABUTMENT TYPE 2 351 SF
3017 PROVIDE AND PLACE 10" THICK CONCRETE SLAB INCLUDING REINFORCEMENT 68 SY
AND FORMWORK
3018 PROVIDE AND PLACE THICKENED EDGE FOR 10" THICK CONCRETE SLAB 87 LF
3019 PROVIDE AND INSTALL 1" EXPANSION JOINT MATERIAL 108 LF
3020 SAW CUT AND SEAL JOINTS IN NEW CONCRETE SLABS 108 LF
3021 PREPARE AND RESEAL JOINT IN CONCRETE BRIDGE DECKING. (UP TO 2" WIDE) 108 LF
3022 CONCRETE DECK SPALL REPAIR 135 SF
3023 CONCRETE WALL SPALL REPAIR 135 SF
3024 CONSTRUCT BRACING (HEIGHT OF BRIDGE UNDER 12') 135 LF
3025 CONSTRUCT BRACING (HEIGHT OF BRIDGE OVER 12') 135 LF
3026 CONSTRUCT CLASSIFICATION/GUIDE SIGN (INCLUDE ALL NEW SIGNS) 8 EA
3027 REMOVE AND REPLACE 14"x14" CAP (FULL LENGTH 23') 2 EA
3028 REMOVE AND REPLACE 10"x18" STRINGER (FULL LENGTH 15'-2") 3 EA
3029 PROVIDE AND INSTALL TIMBER CAP SCAB ASSEMBLY 2 EA
3030 REMOVE AND REPLACE PILE 20 FOOT LENGTH 2 EA
3031 REMOVE AND REPLACE PILE 30 FOOT LENGTH 2 EA
3032 REMOVE AND REPLACE PILE 40 FOOT LENGTH 2 EA
3033 REMOVE AND REPLACE PILE 50 FOOT LENGTH 2 EA
3034 REMOVE AND REPLACE PILE 60 FOOT LENGTH 2 EA
3035 REMOVE AND REPLACE WINGWALL/BULKHEAD BOARDS 81 LF
3036 REMOVE AND REPLACE CURB AND BLOCKING 270 LF
3037 REMOVE AND REPLACE TREADWAY SPIKE 81 EA
3038 HAMMER DOWN TREADWAY SPIKE FLUSH WITH DECK 81 EA
3039 INSPECT AND TIGHTEN BOLTS ON BRIDGE 54 EA
3040 REMOVE DIRT FROM BRIDGE TREADWAY, 23' WIDE 1620 LF
3041 REMOVE AND REPLACE DAMAGED/MISSING GALVANIZED METAL PILE CAP 9 EA
3042 PROVIDE AND INSTALL SHIMMING PER DETAIL BETWEEN BRIDGE PILE AND CAP 6 EA
0043 PROVIDE AND INSTALL SHIMS BETWEEN PILE CAP AND STRINGERS 6 EA
3044 PROVIDE AND INSTALL PILE BAND 2 EA
3045 PROVIDE AND INSTALL RIP RAP 54 TON
3046 REMOVE AND REPLACE TREADWAY BOARD 675 LF
3047 PROVIDE AND INSTALL GALVANIZED 5/8" DIAMETER NUT AND WASHER 9 EA
3048 PROVIDE AND INSTALL 5/8 " DIAMETER GALVANIZED BOLT ASSEMBLY 7 EA
(INCLUDES BOLT, NUT AND WASHER 5/8" DIAMETER x 2'-0" LONG)
3049 SELECT CLEARING ON EXISTING BRIDGE APPROACHES AND SIDE OF BRIDGES 1755 SY
3050 PROVIDE AND INSTALL NEW SIGNS AS DIRECTED 81 SF
3051 CLEAN DIRT FROM EXISTING SIGNS 135 SF
3052 REMOVE AND REPLACE THERMAL REFLECTING FILM ON SIGNS 27 SF
3053 EXCAVATION (ON SITE-NO HAULING OFF REQUIRED) 540 CY
3054 EXCAVATE, HAUL AND SPREAD SOIL ON FORT STEWART BRIDGE SITE 675 CY
3055 CONTRACTOR PROVIDE, HAUL AND SPREAD SOIL FOR BRIDGE AT HUNTER AAF 27 CY
3056 BACKFILL AND COMPACT SOIL 675 CY
3057 FINISH GRADING FOR GRASSING (HAND WORK, INCLUDES LIME AND FERTILIZER) 270 SY
3058 PROVIDE AND GRASS DISTURBED AREA (HYDROSEEDING) 270 SY
3059 REMOVE STORM PIPE UNDER 36" DIAMETER 54 LF
3060 REMOVE STORM PIPE OVER 36" DIAMETER 54 LF
3061 PROVIDE AND INSTALL CORRUGATED METAL PIPE 24" DIAMETER 27 LF
3062 PROVIDE AND INSTALL CORRUGATED METAL PIPE 36" DIAMETER 27 LF
3063 PROVIDE AND INSTALL CORRUGATED METAL PIPE 48" DIAMETER 27 LF
3064 PROVIDE AND INSTALL CORRUGATED METAL PIPE 60" DIAMETER 27 LF
3065 PROVIDE AND INSTALL CORRUGATED METAL PIPE 24" DIAMETER FLARED END SECTION 3 EA
3066 PROVIDE AND INSTALL CORRUGATED METAL PIPE 36" DIAMETER FLARED END SECTION 3 EA
3067 PROVIDE AND INSTALL CORRUGATED METAL PIPE 48" DIAMETER FLARED END SECTION 3 EA
3068 PROVIDE AND INSTALL CORRUGATED METAL PIPE 60" DIAMETER FLARED END SECTION 3 EA
3069 PROVIDE AND INSTALL TYPE "SENSITIVE" SILT FENCE 135 LF
3070 PROVIDE AND INSTALL GEOTEXTILE MATERIAL (WHEN NOT INCLUDED IN BID ITEM COST) 135 SY
3071 PROVIDE #57 STONE FOR BEDDING 68 TON
3072 NON PREPRICED ITEMS 1 LS
Option Year Four
4001 DEMOLITION OF DECKING, STRINGERS AND CURB (23' WIDE) 41 LF
4002 DEMOLITION OF FIVE PILE BENT 5 EA
4003 DEMOLITION OF REINFORCED CONCRETE 14 CY
4004 SAW CUT CONCRETE UP TO 10" THICK 27 LF
4005 DEMOLITION OF ABUTMENT WINGWALL 851 SF
4006 DEMOLITION OF BULKHEAD 432 SF
4007 CONSTRUCT DECKING, TREADWAY, CURB, BLOCKING AND STRINGERS, 14' SPAN 6 EA
4008 REMOVE AND REPLACE DECKING, TREADWAY, CURB AND BLOCKING FULL WIDTH, 23' 27 LF
4009 CONSTRUCT FIVE PILE BENT AND CAP WITH 20' PILES 2 EA
4010 CONSTRUCT FIVE PILE BENT AND CAP WITH 30' PILES 2 EA
4011 CONSTRUCT FIVE PILE BENT AND CAP WITH 40' PILES 3 EA
4012 CONSTRUCT FIVE PILE BENT AND CAP WITH 50' PILES 3 EA
4013 CONSTRUCT FIVE PILE BENT AND CAP WITH 60' PILES 2 EA
4014 CONSTRUCT BULKHEAD 216 SF
4015 CONSTRUCT ABUTMENT TYPE 1 351 SF
4016 CONSTRUCT ABUTMENT TYPE 2 351 SF
4017 PROVIDE AND PLACE 10" THICK CONCRETE SLAB INCLUDING REINFORCEMENT 68 SY
AND FORMWORK
4018 PROVIDE AND PLACE THICKENED EDGE FOR 10" THICK CONCRETE SLAB 87 LF
4019 PROVIDE AND INSTALL 1" EXPANSION JOINT MATERIAL 108 LF
4020 SAW CUT AND SEAL JOINTS IN NEW CONCRETE SLABS 108 LF
4021 PREPARE AND RESEAL JOINT IN CONCRETE BRIDGE DECKING. (UP TO 2" WIDE) 108 LF
4022 CONCRETE DECK SPALL REPAIR 135 SF
4023 CONCRETE WALL SPALL REPAIR 135 SF
4024 CONSTRUCT BRACING (HEIGHT OF BRIDGE UNDER 12') 135 LF
4025 CONSTRUCT BRACING (HEIGHT OF BRIDGE OVER 12') 135 LF
4026 CONSTRUCT CLASSIFICATION/GUIDE SIGN (INCLUDE ALL NEW SIGNS) 8 EA
4027 REMOVE AND REPLACE 14"x14" CAP (FULL LENGTH 23') 2 EA
4028 REMOVE AND REPLACE 10"x18" STRINGER (FULL LENGTH 15'-2") 3 EA
4029 PROVIDE AND INSTALL TIMBER CAP SCAB ASSEMBLY 2 EA
4030 REMOVE AND REPLACE PILE 20 FOOT LENGTH 2 EA
4031 REMOVE AND REPLACE PILE 30 FOOT LENGTH 2 EA
4032 REMOVE AND REPLACE PILE 40 FOOT LENGTH 2 EA
4033 REMOVE AND REPLACE PILE 50 FOOT LENGTH 2 EA
4034 REMOVE AND REPLACE PILE 60 FOOT LENGTH 2 EA
4035 REMOVE AND REPLACE WINGWALL/BULKHEAD BOARDS 81 LF
4036 REMOVE AND REPLACE CURB AND BLOCKING 270 LF
4037 REMOVE AND REPLACE TREADWAY SPIKE 81 EA
4038 HAMMER DOWN TREADWAY SPIKE FLUSH WITH DECK 81 EA
4039 INSPECT AND TIGHTEN BOLTS ON BRIDGE 54 EA
4040 REMOVE DIRT FROM BRIDGE TREADWAY, 23' WIDE 1620 LF
4041 REMOVE AND REPLACE DAMAGED/MISSING GALVANIZED METAL PILE CAP 9 EA
4042 PROVIDE AND INSTALL SHIMMING PER DETAIL BETWEEN BRIDGE PILE AND CAP 6 EA
4043 PROVIDE AND INSTALL SHIMS BETWEEN PILE CAP AND STRINGERS 6 EA
4044 PROVIDE AND INSTALL PILE BAND 2 EA
4045 PROVIDE AND INSTALL RIP RAP 54 TON
4046 REMOVE AND REPLACE TREADWAY BOARD 675 LF
4047 PROVIDE AND INSTALL GALVANIZED 5/8" DIAMETER NUT AND WASHER 9 EA
4048 PROVIDE AND INSTALL 5/8 " DIAMETER GALVANIZED BOLT ASSEMBLY 7 EA
(INCLUDES BOLT, NUT AND WASHER 5/8" DIAMETER x 2'-0" LONG)
4049 SELECT CLEARING ON EXISTING BRIDGE APPROACHES AND SIDE OF BRIDGES 1755 SY
4050 PROVIDE AND INSTALL NEW SIGNS AS DIRECTED 81 SF
4051 CLEAN DIRT FROM EXISTING SIGNS 135 SF
4052 REMOVE AND REPLACE THERMAL REFLECTING FILM ON SIGNS 27 SF
4053 EXCAVATION (ON SITE-NO HAULING OFF REQUIRED) 540 CY
4054 EXCAVATE, HAUL AND SPREAD SOIL ON FORT STEWART BRIDGE SITE 675 CY
4055 CONTRACTOR PROVIDE, HAUL AND SPREAD SOIL FOR BRIDGE AT HUNTER AAF 27 CY
4056 BACKFILL AND COMPACT SOIL 675 CY
4057 FINISH GRADING FOR GRASSING (HAND WORK, INCLUDES LIME AND FERTILIZER) 270 SY
4058 PROVIDE AND GRASS DISTURBED AREA (HYDROSEEDING) 270 SY
4059 REMOVE STORM PIPE UNDER 36" DIAMETER 54 LF
4060 REMOVE STORM PIPE OVER 36" DIAMETER 54 LF
4061 PROVIDE AND INSTALL CORRUGATED METAL PIPE 24" DIAMETER 27 LF
4062 PROVIDE AND INSTALL CORRUGATED METAL PIPE 36" DIAMETER 27 LF
4063 PROVIDE AND INSTALL CORRUGATED METAL PIPE 48" DIAMETER 27 LF
4064 PROVIDE AND INSTALL CORRUGATED METAL PIPE 60" DIAMETER 27 LF
4065 PROVIDE AND INSTALL CORRUGATED METAL PIPE 24" DIAMETER FLARED END SECTION 3 EA
4066 PROVIDE AND INSTALL CORRUGATED METAL PIPE 36" DIAMETER FLARED END SECTION 3 EA
4067 PROVIDE AND INSTALL CORRUGATED METAL PIPE 48" DIAMETER FLARED END SECTION 3 EA
4068 PROVIDE AND INSTALL CORRUGATED METAL PIPE 60" DIAMETER FLARED END SECTION 3 EA
4069 PROVIDE AND INSTALL TYPE "SENSITIVE" SILT FENCE 135 LF
4070 PROVIDE AND INSTALL GEOTEXTILE MATERIAL (WHEN NOT INCLUDED IN BID ITEM COST) 135 SY
4071 PROVIDE #57 STONE FOR BEDDING 68 TON
4072 NON PREPRICED ITEMS 1 LS
Section E - Inspection and Acceptance
INSPECTION AND ACCEPTANCE TERMS
Supplies/services will be inspected/accepted at:
CLIN INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY
0001 N/A N/A N/A Government 1001 N/A N/A N/A Government 2001 N/A N/A N/A Government 3001 N/A N/A N/A Government 4001 N/A N/A N/A Government
Section F - Deliveries or Performance
DELIVERY INFORMATION
CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /
CAGE
0001 POP 31-JAN-2024 TO
30-JAN-2025
N/A DPW-FORT STEWART
JAMES WINE
1557 FRANK COCHRAN DRIVE
FORT STEWART GA 31314
912-767-5845
W33DL4
1001 POP 31-JAN-2025 TO
30-JAN-2026
N/A (SAME AS PREVIOUS LOCATION)
2001 POP 31-JAN-2026 TO
30-JAN-2027
N/A (SAME AS PREVIOUS LOCATION)
3001 POP 31-JAN-2027 TO
30-JAN-2028
N/A (SAME AS PREVIOUS LOCATION)
4001 POP 31-JAN-2028 TO
30-JAN-2029
N/A (SAME AS PREVIOUS LOCATION)
Section G - Contract Administration Data
SUBMITTALS
MICC Submittals
Reference Title Notes
52.228-21 Performance and Payment Bonds Submission with 10 days of Contract Award.
52.228-5 Insurance Requirements Submission with 10 days of Contract Award
52.222-8 Payrolls and Basic Records The Contractor shall submit weekly for each week in which any contract work is performed a copy of all payrolls to the Contracting Officer. The required weekly payroll information may be submitted in any form desired or the Form WH-347.
52.222-11 Subcontractor (Labor Standards) (Statement &Acknowledgement-Subcontractors)
Submission within 14 days after of award of contract or subcontract and BEFORE subcontractor commences on site work
52.246-12 Quality Control Plan Submission and approval required within 10 days of Contract award.
52.236-13 Accident Prevention Plan Submission and approval required within 10 days of Contract award.
52.236-15 Progress Schedule Submission and approval required within 5 days after the Notice of Proceed (NTC). Progress schedules are required when work performance exceeds 60 days.
52.236.06 Superintendence by the Contractor (resume of
Proposed Superintendent)
Submission and approval required within 10 days of Contract award. Reference Paragraph 3.3.1 of SOW
Material Approval Submittals Submission and approval requirements are specified on the Material Submittal List. All Submittals shall be submitted using ENG Forms 4025-R and shall be submitted 15 calendar days after award and before the item(s) are incorporated into the work.
Anti-Terrorism Level 1 Training Certification Submission is required with 30 days after receipt of contract award. At level 1 training is available at the following website: http://jko.jten.mil. AT level certificate is required by all Prime and Sub- Contractor's employees. POC Thomas Lueer at 912- 767-0582 iWATCH Briefing Submission is required with 30 days after receipt of contract award. At level 1 training is available at the following website: http://jko.jten.mil. AT level certificate is required by all Prime and Sub- Contractor's employees. POC Thomas Lueer at 912- 767-0582
Section H - Special Contract Requirements
SPECIAL REQUIREMENTS
ALTERNATE DISPUTES RESOLUTION
In furtherance of Federal policy and the Administrative Dispute Resolution Act of 1990 (ADR Act), Public Law 101-552 and FAR Clause 52.233-1, the Contracting Officer will try to resolve all post award acquisition issues in controversy by mutual agreement of both parties. Interested parties are encouraged to use alternative dispute resolution procedures to the maximum extent practicable in accordance with the authority and requirements of the ADR Act.
EMERGENCY MEDICAL TREATMENT
Emergency medical treatment will be provided by the Winn Army Community Hospital in order to prevent undue suffering or loss of life. Emergencies will be treated only during the period of emergency and appropriate action will be taken to discharge or transfer such patients as soon as the emergency period ends. Charges for medical care will be at the prevailing rate and at the Contractor's expense.
HOURS OF OPERATION
Normal working hours are 7:30 a.m. through 4:00 p.m. Monday through Friday excluding Federal Holidays.
Notwithstanding the provisions of the Contract Work Hours and Safety Standards Act – Overtime Compensation clause herein, work will not be permitted outside normal work hours, nor on Saturdays, Sundays or legal holidays unless approved by the Contracting Officer. Requests to work other than normal work hours for all work must be submitted in writing a minimum of 2 work days in advance of date on which such work is anticipated. The exclusion of work on Saturdays, Sundays, and holidays has been considered in computing the performance time of this ontract.
The following legal holidays are observed:
January 1st 1st Monday of September 3rd Monday of January 2nd Monday of October 3rd Monday of February November 11th Last Monday of May June 19th 4th Thursday of November July 4th December 25th Any other Congressional or Presidential imposed Federal Holiday. When a holiday falls on a Sunday, the following Monday will be observed as a holiday and when a holiday falls on a Saturday, the preceding Friday is observed as a holiday by U.S. Government Agencies.
MATERIAL APPROVAL SUBMITTALS
The submittals contemplated by FAR clause 52.236-5 entitled, “Materials and Workmanship”, and listed at Technical Exhibit 1 or any requested deviations from the Technical Provisions shall be submitted on ENG Form 4025-R, “Transmittal of Shop Drawings, Equipment Data, Material Samples, or Manufacturer’s Certifications”.
Required certificates, manufacturing brochures, etc., shall be submitted in five (5) copies unless otherwise specified.
Submittals requiring manufacturer’s certifications must be executed by an officer of the manufacturing company and notarized. Approval of materials or equipment not noted as a deviation shall not relieve the Contractor from complying with the applicable Technical Provisions.
REMOVAL OF CONTRACTOR PERSONNEL
The Government reserves the right to require removal of any Contractor personnel from the job site who endanger persons or property, or whose continued employment is inconsistent with the interest of military security. The Government also reserves the right to require the Contractor to remove from the job site, any employee found to be under the influence of alcohol, drugs or any other incapacitating agent or any employee involved in the theft of Government property. The removal from the job site of such personnel shall not relieve the Contractor of the requirement to provide personnel to perform services.
REQUIRED INSURANCE
In accordance with FAR clause 52.228-5 entitled, “Insurance--Work on a Government Installation” the following minimum amounts of insurance are required.
Workmen’s Compensation As required by Federal and State laws Employer’s Liability Insurance $100,000
General Liability Insurance:
Bodily Injury Liability $500,000 per occurrence Auto Liability Insurance $200,000 per person Bodily Injury $500,000 per occurrence Property Damage $20,000 per occurrence
UTILITIES
Utility services required at the work site will be furnished at no cost to the Contractor if in place. Any alterations or connections to the existing utility facilities for accomplishment of this work shall be at no additional cost to the Government. The Contractor is responsible for coordinating with Canoochee Electric Membership Corporation (CEMC) prior to making any alterations to the electrical infrastructure. The Contractor shall remove all alterations before final acceptance of work at no expense to the Government. The Contractor shall carefully conserve any utilities furnished without charge. If utilities are not available at the job Site and are required for performance, the Contractor shall provide his own generators or other necessary equipment to provide the utilities. Utilities for the operation of any work/office trailor located on the military installation for the convenience of the Contractor shall be at the Contractor’s expense. CEMC will be the point of contact (POC) for electrical concerns.
ASBESTOS PROHIBITION
“Asbestos”, including chrysotile, ammosite, crocidolite, tremolite asbestos, anthophyllite asbestos, actinolite asbestos and any of these materials that have been chemically treated and/or altered is prohibited from incorporation into the work under this contract. This prohibition does not apply to nor prevent the removal and disposal of asbestos materials.
CONTRACT PROGRESS REPORTS
The contractor shall submit FORSCOM Form 59-1-R, Contract Progress Report, accompanied by a brief narrative report of work accomplished, to the Contracting Officer weekly. Each report submitted must be complete, signed and dated by the Contractor.
FIRE PREVENTION
The Contractor shall comply with fire prevention practices as set forth by the National Fire Protection Association in the National Fire Code and other recognized fire prevention agencies and post regulations.
PROGRESS SCHEDULES
The reports contemplated by the clause, FAR 52.236.15, herein entitled, “Schedules for Construction Contracts” shall be accomplished on and in accordance with instructions pertaining to FORSCOM Form 59-R when periods of performance exceed 60 calendar days.
SALVAGE AND DISPOSAL OF MATERIALS
a. Salvage materials, unless otherwise specified, become the property of the contractor upon removal from the job site and should be taken into consideration in formulating bids.
b. Salvage materials to remain as Government property are None.
c. Material not salvageable shall be removed from the job site and disposed of off the installation.
d. All tree debis shall be delivered by the contractor to a central depository location on post as directed by the COR.
IDENTIFICATION BADGES
The Contractor shall provide each employee an Identification (ID) Badge, which includes the Company Name, Employee Name and a color photo of the employee. ID Badges for Key Personnel shall also indicate their job title.
ID Badges are to be worn at all times the employee is performing work under this contract. Each Contractor employee shall wear the ID Badge in a conspicuous place on the front of exterior clothing and above the waist except when safety or health reasons prohibit. Contractor is responsible for collection of ID Badges upon completion of contract or termination of employee.
DOD ANTI-TERRORISM (AT) STANDARDS
(a) Pursuant to Department of Defense Instruction Number 2000.16, “DoD Antiterrorism (AT) Standards,” dated October 2, 2006, each contractor employee requiring access to a US Army installation or a Federally-controlled installation, facility and/or Federally-controlled information systems shall complete Level I AT Awareness Training and receive a certificate of completion. The training is accessible from any computer and is available at https://atlevel1.dtic.mil/at/. The contractor shall certify that their workforce has completed the training and submit the completed certificate(s) to the contracting officer or designee (i.e., the Contracting Officer’s Representative). If an automated system is not available, the contractor may complete the training under the instruction of a qualified Level I AT Awareness Instructor. Level I AT Awareness Instructor qualification must be coordinated with the Installation Security Office and the name(s) of approved instructors shall be provided the contracting officer or designee.
(b) Anti-terrorism performance (Level I AT Awareness Training attendance and compliance) may be documented as a performance metric under the resultant contract, and be part of past performance information in support of future source selections.
(2) Installation ATO
(a) Provide online access to AT Level I web based training for all contract personnel who have computer access.
(b) Provide AT briefings for all contract personnel who do not have access to the online website.
(c) Assist organization ATOs in developing and presenting Country Antiterrorism briefs to contract personnel prior to deployments.
(d) Assist organizations who use contract personnel to implement site specific AT measures where required.
(e) At least quarterly, review at random locally generated contracts to ensure that AT requirements are fully documented.
(f) As required, assist contracting officers in identifying AT contract requirements.
RECYCLING, SALVAGE, AND DISPOSAL OF MATERIALS
FORT STEWARTAND HUNTER ARMY AIRFIELD
Disposal: All waste generated from construction, demolition, and renovation contracts must be disposed of off the installation in a permitted disposal facility and in accordance with all Federal, State, and Local rules and regulations unless otherwise stated in the contract. At the end of each month, the contactor will provide copies of all disposal weight/scale tickets to the Contracting Officer’s Representative (COR) showing the in, out, and tare weights of each load taken from the installation. The COR will provide copies of these tickets to the DPW Environmental Division, Solid Waste Management Section for tracking and regulatory reporting requirements.
Recycling/Salvage: Fort Stewart and Hunter Army Air Field has a mandatory recycling program. The Installation Command Recycling Policy Memorandum #8 can be accessed at http://www.stewart.army.mil/dpw/recycle.asp. All recyclable materials (listed in the recycling policy) generated during the entire term of any construction, demolition, or renovation contract will be turned over to the Fort Stewart or HAAF Recycling Program. Contractors must contact the COR who will coordinate with the DPW Environmental Waste Management Section (912-767-2010) to arrange for turn-in of recyclable/salvageable materials. In areas where large amounts of scrap metal or cardboard will be generated, it is possible that a collection bin/container could be provided by the Contractor at no cost to deposit these materials. Salvage materials, unless otherwise specified, become the property of the contractor upon removal from the job site and should be taken into consideration in formulating bids.
Hauling/Transport Requirements: All vehicles and containers used to transport waste or recyclables on or off the Installations will meet all Federal and State DOT requirements. All waste or recyclable materials being transported will be loaded, tied, and covered in such a manner that will prevent any of the materials from leaking, spilling, falling or blowing from/off the vehicle or container. It is the contractor’s responsibility to ensure immediate pickup/ clean-up of any material that is accidentally dropped, spilled or blown from a vehicle or container while in transit on and off the Installation.
Custodial Contract: If this contract is for custodial services or will include a custodial service requirement, the Contractor shall empty or otherwise transfer the contents from the blue recycling containers located inside buildings/facilities to the nearest blue recycling dumpster located outside. The contactor will ensure that all recycled paper products are first placed inside a clear plastic bag and the top is tied closed before it too is placedinside the nearest blue recycle dumpster.
Payment/Funding: If any of the conditions listed under the Recycling, Salvage, and Disposal section are not met, it will be considered a failure to comply with the terms of the contract as discussed in the inspection clause herein.
Guidance/Question: Anyone requiring further guidance, recycling training for contractors, or has additional questions on this section should contact the DPW Environmental Division, Solid Waste Management Section at 912-767-2010.
Pre-Final and Final Inspection
a. The Contractor and Government Inspector shall conduct a joint pre-final inspection prior to requesting a final inspection. Any discrepancies noted shall be corrected prior to the final inspection. The Contracting Officer may schedule more than one pre-final inspection if determined necessary.
b. The Contractor shall request final inspection in writing to the Contracting Officer ten days before the desired date.
The final inspection shall be performed with the Contractor, Government personnel and representatives of the using activity. Any discrepancies noted shall be corrected prior to final payment.
AMC LEVEL PROTEST PROGRAM
Prior to submitting an agency protest, it is preferable that you first attempt to resolve your concerns with the responsible contracting officer. However, you may also file a protest to the Headquarters (HQ), Army Materiel Command (AMC).
The HQ AMC-Level Protest Program is intended to encourage interested parties to seek resolution of their concerns within AMC as an Alternative Dispute Resolution forum, rather than filing a protest with the Government Accountability Office (GAO) or other external forum. Contract award or performance is suspended during the protest to the same extent, and within the same time periods, as if filed at the GAO.
The AMC protest decision goal is to resolve protests within 35 calendar days from filing. To be timely, protests must be 1 in FAR 33.103. If you want to file a protest under the HQ AMC-Level Protest Program, the protest must request resolution under that program and be sent to the address below.
Headquarters U.S. Army Materiel Command Office of Command Counsel-Deputy Command Counsel 4400 Martin Road Rm: A6SE040.001 Redstone Arsenal, AL 35898-5000 Fax: (256) 450-8840 or email usarmy.redstone.usamc.mbx.protests@mail.mil The AMC-Level Protest procedures are found at: http://www.amc.army.mil/amc/commandcounsel.html.
If internet access is not available, contact the contracting officer or HQ, AMC to obtain the HQ AMC-Level Protest Procedures.
Section I - Contract Clauses
CLAUSES INCORPORATED BY REFERENCE
52.202-1 Definitions JUN 2020 52.203-3 Gratuities APR 1984 52.203-5 Covenant Against Contingent Fees MAY 2014 52.203-6 Restrictions On Subcontractor Sales To The Government JUN 2020 52.203-7 Anti-Kickback Procedures JUN 2020 52.203-8 Cancellation, Rescission, and Recovery of Funds for Illegal or
Improper Activity
MAY 2014
52.203-10 Price Or Fee Adjustment For Illegal Or Improper Activity MAY 2014 52.203-11 Certification And Disclosure Regarding Payments To
Influence Certain Federal Transactions
SEP 2007
52.203-12 Limitation On Payments To Influence Certain Federal Transactions
JUN 2020
52.203-19 Prohibition on Requiring Certain Internal Confidentiality Agreements or Statements
JAN 2017
52.204-4 Printed or Copied Double-Sided on Postconsumer Fiber Content Paper
MAY 2011
52.204-7 System for Award Management OCT 2018 52.204-9 Personal Identity Verification of Contractor Personnel JAN 2011 52.204-10 Reporting Executive Compensation and First-Tier
Subcontract Awards
JUN 2020
52.204-13 System for Award Management Maintenance OCT 2018 52.204-16 Commercial and Government Entity Code Reporting AUG 2020 52.204-18 Commercial and Government Entity Code Maintenance AUG 2020 52.204-19 Incorporation by Reference of Representations and
Certifications.
DEC 2014
52.204-21 Basic Safeguarding of Covered Contractor Information Systems
NOV 2021
52.204-22 Alternative Line Item Proposal JAN 2017 52.204-23 Prohibition on Contracting for Hardware, Software, and
Services Developed or Provided by Kaspersky Lab and Other Covered Entities
NOV 2021
52.204-25 Prohibition on Contracting for Certain Telecommunications and Video Surveillance Services or Equipment
NOV 2021
52.204-27 Prohibition on a ByteDance Covered Application JUN 2023 52.209-6 Protecting the Government's Interest When Subcontracting
With Contractors Debarred, Suspended, or Proposed for Debarment
NOV 2021
52.209-7 Information Regarding Responsibility Matters OCT 2018 52.209-9 Updates of Publicly Available Information Regarding
Responsibility Matters
OCT 2018
52.209-10 Prohibition on Contracting With Inverted Domestic Corporations
NOV 2015
52.209-13 Violation of Arms Control Treaties or Agreements -- Certification
NOV 2021
52.211-13 Time Extensions SEP 2000 52.211-18 Variation in Estimated Quantity APR 1984 52.214-3 Amendments To Invitations For Bids DEC 2016 52.214-4 False Statements In Bids APR 1984 52.214-5 Submission Of Bids DEC 2016 52.214-6 Explanation To Prospective Bidders APR 1984 52.214-7 Late Submissions, Modifications, and Withdrawals of Bids NOV 1999
52.214-12 Preparation Of Bids APR 1984 52.214-18 Preparation of Bids-Construction APR 1984 52.214-19 Contract Award-Sealed Bidding-Construction AUG 1996 52.214-26 Audit and Records--Sealed Bidding JUN 2020 52.214-27 Price Reduction for Defective Certified Cost or Pricing Data -
Modifications - Sealed Bidding
JUN 2020
52.214-28 Subcontractor Certified Cost Or Pricing Data--Modifications- -Sealed Bidding
JUN 2020
52.214-29 Order Of Precedence--Sealed Bidding JAN 1986 52.214-34 Submission Of Offers In The English Language APR 1991 52.214-35 Submission Of Offers In U.S. Currency APR 1991 52.217-5 Evaluation Of Options JUL 1990 52.219-2 Equal Low Bids OCT 1995 52.219-6 Notice Of Total Small Business Set-Aside NOV 2020 52.219-8 Utilization of Small Business Concerns SEP 2023 52.219-9 Alt I Small Business Subcontracting Plan (SEP 2023) Alternate I NOV 2016 52.222-3 Convict Labor JUN 2003 52.222-6 Construction Wage Rate Requirements AUG 2018 52.222-7 Withholding of Funds MAY 2014 52.222-8 Payrolls and Basic Records JUL 2021 52.222-9 Apprentices and Trainees JUL 2005 52.222-10 Compliance with…
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