W9124M24B0003 P0001.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provi ded herei n, all t erms and condit ions of t he document refere nced in Item 9A or 10A, as heretofore change d, remai ns unchanged and in ful l force and effect .

15A. NAME AND TIT LE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

ST ANDARD FORM 30 (Rev. 10-83) Prescr ibed by GSA

FAR (48 CFR) 53.243

a. The purpose of this solicitation amendment is to revise the solicitation closing date/time to 28 May 2024 at 2:00 P.M. Eastern Standard Time

(EST)

b. To add received questions and answers to the solicitation.

c. All other instructions, Terms, and Conditions remain unchanged.

1. CO NTRACT ID CODE P AGE OF P AGES

J 1 20

16A. NAME AND T ITLE OF CONTRACTING OFFICER (Type or print)

16C. DAT E SIGNED

BY 02-May-2024

16B. UNITED ST AT ES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contract ing Officer )(Signature of person authorized t o sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, Count y, Stat e and Zip Code) X W9124M24B0003

X 9B. DAT ED (SEE IT EM 11)

14-Mar-2024

10B. DAT ED (SEE IT EM 13)

9A. AMENDMENT OF SOLICITAT ION NO.

11. THIS IT EM ONLY APPLIES T O AMENDMENT S OF SOLICITATIONS

X The above numbered soli cit ati on i s amended as set forth in It em 14. The hour and date specified for rece ipt of Offer X is ext ended, is not extended.

Offer must acknowl edge rece ipt of t his amendment pri or to the hour and date specified in the sol ici tat ion or as amended by one of t he fol lowing methods:

(a) By compl eti ng Items 8 and 15, and returning 1 copi es of the amendment ; (b) By acknowledgi ng recei pt of thi s a mendment on each copy of t he offer submit ted;

or (c) By s epara te let ter or t elegram whi ch i ncludes a refe rence t o t he s olic ita tion and amendment numbers . FA ILURE OF YOU R A CKNOWLEDGMENT TO BE RECEIVED AT TH E P LACE D ESIGNATED FOR TH E RECEIPT OF OFFERS P RIO R TO THE HOUR AN D DATE SP ECIFIED MA Y RESULT IN

REJECTIO N OF YOUR OFFER. If by vir tue of thi s amendment you desire t o change an offer already submit ted, s uch c hange ma y be made by t ele gram or let ter, provided each t elegram or l ett er makes reference to the sol ici tat ion and this amendment , and is re ceived prior to the openi ng hour and dat e speci fi ed.

12. ACCOUNTING AND APPROPRIATION DAT A (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 FORT H IN ITEM 14 ARE MADE IN THE

CONT RACT ORDER NO. IN ITEM 10A.

B. T HE ABOVE NUMBERED CONT RACT /ORDER IS MODIFIED T O REFLECT THE ADMINIST RATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORT H IN ITEM 14, PURSUANT TO T HE AUTHORITY OF FAR 43.103(B).

C. T HIS SUPPLEMENT AL AGREEMENT IS ENT ERED INTO PURSUANT TO AUTHORITY OF:

D. OT HER (Specify type of modification and authorit y)

E. IMPORTANT: Contract or is not, is required to sign this document and return copies t o the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/cont ract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/ MODIFICATION NO. 5. P ROJECT NO .(If appli cable)

6. ISSUED BY

3. EFFECTIVE DATE

03-May-2024

CODE

MICC - FORT STEWART

976 WILLIAM H. WILSON AVE SUITE 100

FORT STEWART GA 31314

W9124M 7. AD MINISTERED BY (If other t han item 6)

4. REQUISITION/PU RCHASE REQ. NO.

CODE

See I tem 6

FACILITY CODECODE

EMAIL:TEL:

W9124M24B0003

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

QUESTIONS & ANSWERS

Question (Q) = Contractor Answer (A) = Government

Q: I wanted to get clarification on the bid due date and opening. On the SF1442, it is stated that the bid is due on 27 May 2024 at 2 p.m. However, page 119 states that it is due on 4 June 2024 at 1 p.m.

A: All sealed bids shall be physically received by the Contracting Officer no later than 28 May 2024 at 2:00 P.M. Eastern Standard Time (EST). The bid opening date/time has been revised to match the solicitation closing date/time of 28 May 2024 at 2:00 P.M. Eastern Standard Time

(EST)

SECTION B - SUPPLIES OR SERVICES AND PRICES

The following have been modified:

BID SCHEDULE

Bridge IDIQ Base Year

ITEM DESCRIPTION QTY U/M U/P AMOUNT

Timber Bridge Work:

DEMOLITION OF DECKING, TREADWAY,

STRINGERS AND CURB (23' WIDE) 14 LF

0002 DEMOLITION OF FIVE PILE BENT 1 EA

0003 DEMOLITION OF ABUTMENT WINGWALL 315 SF

0004 DEMOLITION OF BULKHEAD 460 SF

CONSTRUCT DECKING, TREADWAY, CURB,

BLOCKING AND STRINGERS, 14' SPAN 1 EA

REMOVE AND REPLACE DECKING, TREADWAY,

CURB AND BLOCKING FULL WIDTH, 23' 14 LF

CONSTRUCT FIVE PILE BENT AND CAP WITH 20'

PILES 1 EA

CONSTRUCT FIVE PILE BENT AND CAP WITH 30'

PILES 1 EA

CONSTRUCT FIVE PILE BENT AND CAP WITH 40'

PILES 1 EA

CONSTRUCT FIVE PILE BENT AND CAP WITH 50'

PILES 1 EA

CONSTRUCT FIVE PILE BENT AND CAP WITH 60'

PILES 1 EA

0012 CONSTRUCT BULKHEAD 460 SF

0013 CONSTRUCT ABUTMENT TYPE 1 315 SF

0014 CONSTRUCT ABUTMENT TYPE 2 315 SF

CONSTRUCT BRACING (HEIGHT OF BRIDGE

UNDER 12') 50 LF

CONSTRUCT BRACING (HEIGHT OF BRIDGE

OVER 12') 50 LF

REMOVE AND REPLACE 14"x14" CAP (FULL

LENGTH 23') 1 EA

REMOVE AND REPLACE 10"x18" STRINGER

(FULL LENGTH 15'-2") 1 EA

PROVIDE AND INSTALL TIMBER CAP SCAB

ASSEMBLY 1 EA

0020 REMOVE AND REPLACE PILE 20 FOOT LENGTH 1 EA

0021 REMOVE AND REPLACE PILE 30 FOOT LENGTH 1 EA

0022 REMOVE AND REPLACE PILE 40 FOOT LENGTH 1 EA

0023 REMOVE AND REPLACE PILE 50 FOOT LENGTH 1 EA

0024 REMOVE AND REPLACE PILE 60 FOOT LENGTH 1 EA

REMOVE AND REPLACE WINGWALL/BULKHEAD

BOARDS 150 LF

0026 REMOVE AND REPLACE CURB AND BLOCKING 270 LF

0027 REMOVE AND REPLACE TREADWAY SPIKE 4 EA

HAMMER DOWN TREADWAY SPIKE FLUSH

WITH DECK 5 EA

0029 INSPECT AND TIGHTEN BOLTS ON BRIDGE 50 EA

REMOVE AND REPLACE DAMAGED/MISSING

GALVANIZED METAL PILE CAP 2 EA

PROVIDE AND INSTALL SHIMMING PER DETAIL

BETWEEN BRIDGE PILE AND CAP 65 EA

PROVIDE AND INSTALL SHIMS BETWEEN PILE

CAP AND STRINGERS 65 EA

0033 PROVIDE AND INSTALL PILE BAND 2 EA

0034 PROVIDE AND INSTALL RIP RAP 200 TON

0035 REMOVE AND REPLACE TREADWAY BOARD 600 LF

PROVIDE AND INSTALL GALVANIZED 5/8"

DIAMETER NUT AND WASHER 2 EA

PROVIDE AND INSTALL 5/8 " DIAMETER

GALVANIZED BOLT ASSEMBLY (INCLUDES BOLT,

NUT AND WASHER 5/8" DIAMETER x 2'-0"

LONG) 7 EA

Land Disturbing Activities:

EXCAVATION (ON SITE-NO HAULING OFF

REQUIRED) 100 CY

EXCAVATE, HAUL AND SPREAD SOIL ON FORT

STEWART BRIDGE SITE 200 CY

CONTRACTOR PROVIDE, HAUL AND SPREAD

SOIL FOR BRIDGE AT HUNTER AAF 20 CY

0041 BACKFILL AND COMPACT SOIL 300 CY

FINISH GRADING FOR GRASSING (HAND WORK,

INCLUDES LIME AND FERTILIZER) 200 SY

Concrete Work:

0043 DEMOLITION OF REINFORCED CONCRETE 10 CY

0044 SAW CUT CONCRETE UP TO 10" THICK 20 LF

0045 CONCRETE DECK SPALL REPAIR 100 SF

0046 CONCRETE WALL SPALL REPAIR 100 SF

PROVIDE AND PLACE 10" THICK CONCRETE SLAB

INCLUDING REINFORCEMENT AND FORMWORK

FOR BRIDGE APPROACH 30 SY

PROVIDE AND PLACE THICKENED EDGE FOR 10"

THICK CONCRETE SLAB 50 LF

PROVIDE AND INSTALL 1" EXPANSION JOINT

MATERIAL 100 LF

SAW CUT AND SEAL JOINTS IN NEW CONCRETE

SLABS 100 LF

PREPARE AND RESEAL EXISTING JOINT IN

CONCRETE BRIDGE DECKING. (UP TO 2" WIDE) 100 LF

Storm Drainage:

0052 REMOVE STORM PIPE UNDER 36" DIAMETER 50 LF

0053 REMOVE STORM PIPE OVER 36" DIAMETER 50 LF

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 24" DIAMETER 20 LF

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 36" DIAMETER 20 LF

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 48" DIAMETER 10 LF

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 60" DIAMETER 10 LF

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 24" DIAMETER FLARED END SECTION 2 EA

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 36" DIAMETER FLARED END SECTION 2 EA

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 48" DIAMETER FLARED END SECTION 1 EA

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 60" DIAMETER FLARED END SECTION 1 EA

Erosion Control:

PROVIDE AND INSTALL TYPE "SENSITIVE" SILT

FENCE 100 LF

PROVIDE AND INSTALL GEOTEXTILE MATERIAL

(WHEN NOT INCLUDED IN BID ITEM COST) 50 SY

0064 PROVIDE #57 STONE FOR EROSION CONTROL 20 TON

PROVIDE AND GRASS DISTURBED AREA

(HYDROSEEDING) 300 SY

Routine Maintenance:

SELECT CLEARING ON EXISTING BRIDGE

APPROACHES AND SIDE OF BRIDGES 100 SY

0067 CLEAN DIRT FROM EXISTING SIGNS 50 SF

REMOVE DIRT FROM BRIDGE TREADWAY, 23'

WIDE 3000 LF

CONSTRUCT CLASSIFICATION/GUIDE SIGN

(INCLUDE ALL NEW SIGNS) 20 EA

PROVIDE AND INSTALL NEW SIGNS AS

DIRECTED 400 SF

REMOVE AND REPLACE THERMAL REFLECTING

FILM ON SIGNS 100 SF

0072 NON PREPRICED ITEMS 1 LS

Total Cost for all Items

Bridge IDIQ Option Year 1

ITEM DESCRIPTION QTY U/M U/P AMOUNT

Timber Bridge Work:

DEMOLITION OF DECKING, TREADWAY,

STRINGERS AND CURB (23' WIDE) 14 LF

1002 DEMOLITION OF FIVE PILE BENT 1 EA

1003 DEMOLITION OF ABUTMENT WINGWALL 315 SF

1004 DEMOLITION OF BULKHEAD 460 SF

CONSTRUCT DECKING, TREADWAY, CURB,

BLOCKING AND STRINGERS, 14' SPAN 1 EA

REMOVE AND REPLACE DECKING, TREADWAY,

CURB AND BLOCKING FULL WIDTH, 23' 14 LF

CONSTRUCT FIVE PILE BENT AND CAP WITH

20' PILES 1 EA

CONSTRUCT FIVE PILE BENT AND CAP WITH

30' PILES 1 EA

CONSTRUCT FIVE PILE BENT AND CAP WITH

40' PILES 1 EA

CONSTRUCT FIVE PILE BENT AND CAP WITH

50' PILES 1 EA

CONSTRUCT FIVE PILE BENT AND CAP WITH

60' PILES 1 EA

1012 CONSTRUCT BULKHEAD 460 SF

1013 CONSTRUCT ABUTMENT TYPE 1 315 SF

1014 CONSTRUCT ABUTMENT TYPE 2 315 SF

CONSTRUCT BRACING (HEIGHT OF BRIDGE

UNDER 12') 50 LF

CONSTRUCT BRACING (HEIGHT OF BRIDGE

OVER 12') 50 LF

REMOVE AND REPLACE 14"x14" CAP (FULL

LENGTH 23') 1 EA

REMOVE AND REPLACE 10"x18" STRINGER

(FULL LENGTH 15'-2") 1 EA

PROVIDE AND INSTALL TIMBER CAP SCAB

ASSEMBLY 1 EA

1020 REMOVE AND REPLACE PILE 20 FOOT LENGTH 1 EA

1021 REMOVE AND REPLACE PILE 30 FOOT LENGTH 1 EA

1022 REMOVE AND REPLACE PILE 40 FOOT LENGTH 1 EA

1023 REMOVE AND REPLACE PILE 50 FOOT LENGTH 1 EA

1024 REMOVE AND REPLACE PILE 60 FOOT LENGTH 1 EA

REMOVE AND REPLACE

WINGWALL/BULKHEAD BOARDS 150 LF

1026 REMOVE AND REPLACE CURB AND BLOCKING 270 LF

1027 REMOVE AND REPLACE TREADWAY SPIKE 4 EA

HAMMER DOWN TREADWAY SPIKE FLUSH

WITH DECK 5 EA

1029 INSPECT AND TIGHTEN BOLTS ON BRIDGE 50 EA

REMOVE AND REPLACE DAMAGED/MISSING

GALVANIZED METAL PILE CAP 2 EA

PROVIDE AND INSTALL SHIMMING PER

DETAIL BETWEEN BRIDGE PILE AND CAP 65 EA

PROVIDE AND INSTALL SHIMS BETWEEN PILE

CAP AND STRINGERS 65 EA

1033 PROVIDE AND INSTALL PILE BAND 2 EA

1034 PROVIDE AND INSTALL RIP RAP 200 TON

1035 REMOVE AND REPLACE TREADWAY BOARD 600 LF

PROVIDE AND INSTALL GALVANIZED 5/8"

DIAMETER NUT AND WASHER 2 EA

PROVIDE AND INSTALL 5/8 " DIAMETER

GALVANIZED BOLT ASSEMBLY (INCLUDES

BOLT, NUT AND WASHER 5/8" DIAMETER x 2'-

0" LONG) 7 EA

1000 Land Disturbing Activities:

EXCAVATION (ON SITE-NO HAULING OFF

REQUIRED) 100 CY

EXCAVATE, HAUL AND SPREAD SOIL ON FORT

STEWART BRIDGE SITE 200 CY

CONTRACTOR PROVIDE, HAUL AND SPREAD

SOIL FOR BRIDGE AT HUNTER AAF 20 CY

1041 BACKFILL AND COMPACT SOIL 300 CY

FINISH GRADING FOR GRASSING (HAND

WORK, INCLUDES LIME AND FERTILIZER) 200 SY

1000 Concrete Work:

1043 DEMOLITION OF REINFORCED CONCRETE 10 CY

1044 SAW CUT CONCRETE UP TO 10" THICK 20 LF

1045 CONCRETE DECK SPALL REPAIR 100 SF

1046 CONCRETE WALL SPALL REPAIR 100 SF

PROVIDE AND PLACE 10" THICK CONCRETE

SLAB INCLUDING REINFORCEMENT AND

FORMWORK FOR BRIDGE APPROACH 30 SY

PROVIDE AND PLACE THICKENED EDGE FOR

10" THICK CONCRETE SLAB 50 LF

PROVIDE AND INSTALL 1" EXPANSION JOINT

MATERIAL 100 LF

SAW CUT AND SEAL JOINTS IN NEW

CONCRETE SLABS 100 LF

PREPARE AND RESEAL EXISTING JOINT IN

CONCRETE BRIDGE DECKING. (UP TO 2"

WIDE) 100 LF

1000 Storm Drainage:

1052 REMOVE STORM PIPE UNDER 36" DIAMETER 50 LF

1053 REMOVE STORM PIPE OVER 36" DIAMETER 50 LF

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 24" DIAMETER 20 LF

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 36" DIAMETER 20 LF

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 48" DIAMETER 10 LF

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 60" DIAMETER 10 LF

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 24" DIAMETER FLARED END SECTION 2 EA

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 36" DIAMETER FLARED END SECTION 2 EA

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 48" DIAMETER FLARED END SECTION 1 EA

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 60" DIAMETER FLARED END SECTION 1 EA

1000 Erosion Control:

PROVIDE AND INSTALL TYPE "SENSITIVE" SILT

FENCE 100 LF

PROVIDE AND INSTALL GEOTEXTILE

MATERIAL (WHEN NOT INCLUDED IN BID

ITEM COST) 50 SY

1064 PROVIDE #57 STONE FOR EROSION CONTROL 20 TON

PROVIDE AND GRASS DISTURBED AREA

(HYDROSEEDING) 300 SY

1000 Routine Maintenance:

SELECT CLEARING ON EXISTING BRIDGE

APPROACHES AND SIDE OF BRIDGES 100 SY

1067 CLEAN DIRT FROM EXISTING SIGNS 50 SF

REMOVE DIRT FROM BRIDGE TREADWAY, 23'

WIDE 3000 LF

CONSTRUCT CLASSIFICATION/GUIDE SIGN

(INCLUDE ALL NEW SIGNS) 20 EA

PROVIDE AND INSTALL NEW SIGNS AS

DIRECTED 400 SF

REMOVE AND REPLACE THERMAL

REFLECTING FILM ON SIGNS 100 SF

1072 NON PREPRICED ITEMS 1 LS

Total Cost for all Items

Bridge IDIQ Option Year 2

Timber Bridge Work:

DEMOLITION OF DECKING, TREADWAY,

STRINGERS AND CURB (23' WIDE) 14 LF

2002 DEMOLITION OF FIVE PILE BENT 1 EA

2003 DEMOLITION OF ABUTMENT WINGWALL 315 SF

2004 DEMOLITION OF BULKHEAD 460 SF

CONSTRUCT DECKING, TREADWAY, CURB,

BLOCKING AND STRINGERS, 14' SPAN 1 EA

REMOVE AND REPLACE DECKING, TREADWAY,

CURB AND BLOCKING FULL WIDTH, 23' 14 LF

CONSTRUCT FIVE PILE BENT AND CAP WITH

20' PILES 1 EA

CONSTRUCT FIVE PILE BENT AND CAP WITH

30' PILES 1 EA

CONSTRUCT FIVE PILE BENT AND CAP WITH

40' PILES 1 EA

CONSTRUCT FIVE PILE BENT AND CAP WITH

50' PILES 1 EA

CONSTRUCT FIVE PILE BENT AND CAP WITH

60' PILES 1 EA

2012 CONSTRUCT BULKHEAD 460 SF

2013 CONSTRUCT ABUTMENT TYPE 1 315 SF

2014 CONSTRUCT ABUTMENT TYPE 2 315 SF

CONSTRUCT BRACING (HEIGHT OF BRIDGE

UNDER 12') 50 LF

CONSTRUCT BRACING (HEIGHT OF BRIDGE

OVER 12') 50 LF

REMOVE AND REPLACE 14"x14" CAP (FULL

LENGTH 23') 1 EA

REMOVE AND REPLACE 10"x18" STRINGER

(FULL LENGTH 15'-2") 1 EA

PROVIDE AND INSTALL TIMBER CAP SCAB

ASSEMBLY 1 EA

2020 REMOVE AND REPLACE PILE 20 FOOT LENGTH 1 EA

2021 REMOVE AND REPLACE PILE 30 FOOT LENGTH 1 EA

2022 REMOVE AND REPLACE PILE 40 FOOT LENGTH 1 EA

2023 REMOVE AND REPLACE PILE 50 FOOT LENGTH 1 EA

2024 REMOVE AND REPLACE PILE 60 FOOT LENGTH 1 EA

REMOVE AND REPLACE

WINGWALL/BULKHEAD BOARDS 150 LF

2026 REMOVE AND REPLACE CURB AND BLOCKING 270 LF

2027 REMOVE AND REPLACE TREADWAY SPIKE 4 EA

HAMMER DOWN TREADWAY SPIKE FLUSH

WITH DECK 5 EA

2029 INSPECT AND TIGHTEN BOLTS ON BRIDGE 50 EA

REMOVE AND REPLACE DAMAGED/MISSING

GALVANIZED METAL PILE CAP 2 EA

PROVIDE AND INSTALL SHIMMING PER

DETAIL BETWEEN BRIDGE PILE AND CAP 65 EA

PROVIDE AND INSTALL SHIMS BETWEEN PILE

CAP AND STRINGERS 65 EA

2033 PROVIDE AND INSTALL PILE BAND 2 EA

2034 PROVIDE AND INSTALL RIP RAP 200 TON

2035 REMOVE AND REPLACE TREADWAY BOARD 600 LF

PROVIDE AND INSTALL GALVANIZED 5/8"

DIAMETER NUT AND WASHER 2 EA

PROVIDE AND INSTALL 5/8 " DIAMETER

GALVANIZED BOLT ASSEMBLY (INCLUDES

BOLT, NUT AND WASHER 5/8" DIAMETER x 2'-

0" LONG) 7 EA

2000 Land Disturbing Activities:

EXCAVATION (ON SITE-NO HAULING OFF

REQUIRED) 100 CY

EXCAVATE, HAUL AND SPREAD SOIL ON FORT

STEWART BRIDGE SITE 200 CY

CONTRACTOR PROVIDE, HAUL AND SPREAD

SOIL FOR BRIDGE AT HUNTER AAF 20 CY

2041 BACKFILL AND COMPACT SOIL 300 CY

FINISH GRADING FOR GRASSING (HAND

WORK, INCLUDES LIME AND FERTILIZER) 200 SY

2000 Concrete Work:

2043 DEMOLITION OF REINFORCED CONCRETE 10 CY

2044 SAW CUT CONCRETE UP TO 10" THICK 20 LF

2045 CONCRETE DECK SPALL REPAIR 100 SF

2046 CONCRETE WALL SPALL REPAIR 100 SF

PROVIDE AND PLACE 10" THICK CONCRETE

SLAB INCLUDING REINFORCEMENT AND

FORMWORK FOR BRIDGE APPROACH 30 SY

PROVIDE AND PLACE THICKENED EDGE FOR

10" THICK CONCRETE SLAB 50 LF

PROVIDE AND INSTALL 1" EXPANSION JOINT

MATERIAL 100 LF

SAW CUT AND SEAL JOINTS IN NEW

CONCRETE SLABS 100 LF

PREPARE AND RESEAL EXISTING JOINT IN

CONCRETE BRIDGE DECKING. (UP TO 2"

WIDE) 100 LF

2000 Storm Drainage:

2052 REMOVE STORM PIPE UNDER 36" DIAMETER 50 LF

2053 REMOVE STORM PIPE OVER 36" DIAMETER 50 LF

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 24" DIAMETER 20 LF

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 36" DIAMETER 20 LF

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 48" DIAMETER 10 LF

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 60" DIAMETER 10 LF

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 24" DIAMETER FLARED END SECTION 2 EA

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 36" DIAMETER FLARED END SECTION 2 EA

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 48" DIAMETER FLARED END SECTION 1 EA

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 60" DIAMETER FLARED END SECTION 1 EA

2000 Erosion Control:

PROVIDE AND INSTALL TYPE "SENSITIVE" SILT

FENCE 100 LF

PROVIDE AND INSTALL GEOTEXTILE

MATERIAL (WHEN NOT INCLUDED IN BID

ITEM COST) 50 SY

2064 PROVIDE #57 STONE FOR EROSION CONTROL 20 TON

PROVIDE AND GRASS DISTURBED AREA

(HYDROSEEDING) 300 SY

2000 Routine Maintenance:

SELECT CLEARING ON EXISTING BRIDGE

APPROACHES AND SIDE OF BRIDGES 100 SY

2067 CLEAN DIRT FROM EXISTING SIGNS 50 SF

REMOVE DIRT FROM BRIDGE TREADWAY, 23'

WIDE 3000 LF

CONSTRUCT CLASSIFICATION/GUIDE SIGN

(INCLUDE ALL NEW SIGNS) 20 EA

PROVIDE AND INSTALL NEW SIGNS AS

DIRECTED 400 SF

REMOVE AND REPLACE THERMAL

REFLECTING FILM ON SIGNS 100 SF

2072 NON PREPRICED ITEMS 1 LS

Total Cost of all Items

Bridge IDIQ Option Year 3

Timber Bridge Work:

DEMOLITION OF DECKING, TREADWAY,

STRINGERS AND CURB (23' WIDE) 14 LF

3002 DEMOLITION OF FIVE PILE BENT 1 EA

3003 DEMOLITION OF ABUTMENT WINGWALL 315 SF

3004 DEMOLITION OF BULKHEAD 460 SF

CONSTRUCT DECKING, TREADWAY, CURB,

BLOCKING AND STRINGERS, 14' SPAN 1 EA

REMOVE AND REPLACE DECKING, TREADWAY,

CURB AND BLOCKING FULL WIDTH, 23' 14 LF

CONSTRUCT FIVE PILE BENT AND CAP WITH

20' PILES 1 EA

CONSTRUCT FIVE PILE BENT AND CAP WITH

30' PILES 1 EA

CONSTRUCT FIVE PILE BENT AND CAP WITH

40' PILES 1 EA

CONSTRUCT FIVE PILE BENT AND CAP WITH

50' PILES 1 EA

CONSTRUCT FIVE PILE BENT AND CAP WITH

60' PILES 1 EA

3012 CONSTRUCT BULKHEAD 460 SF

3013 CONSTRUCT ABUTMENT TYPE 1 315 SF

3014 CONSTRUCT ABUTMENT TYPE 2 315 SF

CONSTRUCT BRACING (HEIGHT OF BRIDGE

UNDER 12') 50 LF

CONSTRUCT BRACING (HEIGHT OF BRIDGE

OVER 12') 50 LF

REMOVE AND REPLACE 14"x14" CAP (FULL

LENGTH 23') 1 EA

REMOVE AND REPLACE 10"x18" STRINGER

(FULL LENGTH 15'-2") 1 EA

PROVIDE AND INSTALL TIMBER CAP SCAB

ASSEMBLY 1 EA

3020 REMOVE AND REPLACE PILE 20 FOOT LENGTH 1 EA

3021 REMOVE AND REPLACE PILE 30 FOOT LENGTH 1 EA

3022 REMOVE AND REPLACE PILE 40 FOOT LENGTH 1 EA

3023 REMOVE AND REPLACE PILE 50 FOOT LENGTH 1 EA

3024 REMOVE AND REPLACE PILE 60 FOOT LENGTH 1 EA

REMOVE AND REPLACE

WINGWALL/BULKHEAD BOARDS 150 LF

3026 REMOVE AND REPLACE CURB AND BLOCKING 270 LF

3027 REMOVE AND REPLACE TREADWAY SPIKE 4 EA

HAMMER DOWN TREADWAY SPIKE FLUSH

WITH DECK 5 EA

3029 INSPECT AND TIGHTEN BOLTS ON BRIDGE 50 EA

REMOVE AND REPLACE DAMAGED/MISSING

GALVANIZED METAL PILE CAP 2 EA

PROVIDE AND INSTALL SHIMMING PER

DETAIL BETWEEN BRIDGE PILE AND CAP 65 EA

PROVIDE AND INSTALL SHIMS BETWEEN PILE

CAP AND STRINGERS 65 EA

3033 PROVIDE AND INSTALL PILE BAND 2 EA

3034 PROVIDE AND INSTALL RIP RAP 200 TON

3035 REMOVE AND REPLACE TREADWAY BOARD 600 LF

PROVIDE AND INSTALL GALVANIZED 5/8"

DIAMETER NUT AND WASHER 2 EA

PROVIDE AND INSTALL 5/8 " DIAMETER

GALVANIZED BOLT ASSEMBLY (INCLUDES

BOLT, NUT AND WASHER 5/8" DIAMETER x 2'-

0" LONG) 7 EA

3000 Land Disturbing Activities:

EXCAVATION (ON SITE-NO HAULING OFF

REQUIRED) 100 CY

EXCAVATE, HAUL AND SPREAD SOIL ON FORT

STEWART BRIDGE SITE 200 CY

CONTRACTOR PROVIDE, HAUL AND SPREAD

SOIL FOR BRIDGE AT HUNTER AAF 20 CY

3041 BACKFILL AND COMPACT SOIL 300 CY

FINISH GRADING FOR GRASSING (HAND

WORK, INCLUDES LIME AND FERTILIZER) 200 SY

3000 Concrete Work:

3043 DEMOLITION OF REINFORCED CONCRETE 10 CY

3044 SAW CUT CONCRETE UP TO 10" THICK 20 LF

3045 CONCRETE DECK SPALL REPAIR 100 SF

3046 CONCRETE WALL SPALL REPAIR 100 SF

PROVIDE AND PLACE 10" THICK CONCRETE

SLAB INCLUDING REINFORCEMENT AND

FORMWORK FOR BRIDGE APPROACH 30 SY

PROVIDE AND PLACE THICKENED EDGE FOR

10" THICK CONCRETE SLAB 50 LF

PROVIDE AND INSTALL 1" EXPANSION JOINT

MATERIAL 100 LF

SAW CUT AND SEAL JOINTS IN NEW

CONCRETE SLABS 100 LF

PREPARE AND RESEAL EXISTING JOINT IN

CONCRETE BRIDGE DECKING. (UP TO 2"

WIDE) 100 LF

3000 Storm Drainage:

3052 REMOVE STORM PIPE UNDER 36" DIAMETER 50 LF

3053 REMOVE STORM PIPE OVER 36" DIAMETER 50 LF

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 24" DIAMETER 20 LF

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 36" DIAMETER 20 LF

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 48" DIAMETER 10 LF

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 60" DIAMETER 10 LF

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 24" DIAMETER FLARED END SECTION 2 EA

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 36" DIAMETER FLARED END SECTION 2 EA

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 48" DIAMETER FLARED END SECTION 1 EA

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 60" DIAMETER FLARED END SECTION 1 EA

3000 Erosion Control:

PROVIDE AND INSTALL TYPE "SENSITIVE" SILT

FENCE 100 LF

PROVIDE AND INSTALL GEOTEXTILE

MATERIAL (WHEN NOT INCLUDED IN BID

ITEM COST) 50 SY

3064 PROVIDE #57 STONE FOR EROSION CONTROL 20 TON

PROVIDE AND GRASS DISTURBED AREA

(HYDROSEEDING) 300 SY

3000 Routine Maintenance:

SELECT CLEARING ON EXISTING BRIDGE

APPROACHES AND SIDE OF BRIDGES 100 SY

3067 CLEAN DIRT FROM EXISTING SIGNS 50 SF

REMOVE DIRT FROM BRIDGE TREADWAY, 23'

WIDE 3000 LF

CONSTRUCT CLASSIFICATION/GUIDE SIGN

(INCLUDE ALL NEW SIGNS) 20 EA

PROVIDE AND INSTALL NEW SIGNS AS

DIRECTED 400 SF

REMOVE AND REPLACE THERMAL

REFLECTING FILM ON SIGNS 100 SF

3072 NON PREPRICED ITEMS 1 LS

Bridge IDIQ Option Year 4

Timber Bridge Work:

DEMOLITION OF DECKING, TREADWAY,

STRINGERS AND CURB (23' WIDE) 14 LF

4002 DEMOLITION OF FIVE PILE BENT 1 EA

4003 DEMOLITION OF ABUTMENT WINGWALL 315 SF

4004 DEMOLITION OF BULKHEAD 460 SF

CONSTRUCT DECKING, TREADWAY, CURB,

BLOCKING AND STRINGERS, 14' SPAN 1 EA

REMOVE AND REPLACE DECKING, TREADWAY,

CURB AND BLOCKING FULL WIDTH, 23' 14 LF

CONSTRUCT FIVE PILE BENT AND CAP WITH

20' PILES 1 EA

CONSTRUCT FIVE PILE BENT AND CAP WITH

30' PILES 1 EA

CONSTRUCT FIVE PILE BENT AND CAP WITH

40' PILES 1 EA

CONSTRUCT FIVE PILE BENT AND CAP WITH

50' PILES 1 EA

CONSTRUCT FIVE PILE BENT AND CAP WITH

60' PILES 1 EA

4012 CONSTRUCT BULKHEAD 460 SF

4013 CONSTRUCT ABUTMENT TYPE 1 315 SF

4014 CONSTRUCT ABUTMENT TYPE 2 315 SF

CONSTRUCT BRACING (HEIGHT OF BRIDGE

UNDER 12') 50 LF

CONSTRUCT BRACING (HEIGHT OF BRIDGE

OVER 12') 50 LF

REMOVE AND REPLACE 14"x14" CAP (FULL

LENGTH 23') 1 EA

REMOVE AND REPLACE 10"x18" STRINGER

(FULL LENGTH 15'-2") 1 EA

PROVIDE AND INSTALL TIMBER CAP SCAB

ASSEMBLY 1 EA

4020 REMOVE AND REPLACE PILE 20 FOOT LENGTH 1 EA

4021 REMOVE AND REPLACE PILE 30 FOOT LENGTH 1 EA

4022 REMOVE AND REPLACE PILE 40 FOOT LENGTH 1 EA

4023 REMOVE AND REPLACE PILE 50 FOOT LENGTH 1 EA

4024 REMOVE AND REPLACE PILE 60 FOOT LENGTH 1 EA

REMOVE AND REPLACE

WINGWALL/BULKHEAD BOARDS 150 LF

4026 REMOVE AND REPLACE CURB AND BLOCKING 270 LF

4027 REMOVE AND REPLACE TREADWAY SPIKE 4 EA

HAMMER DOWN TREADWAY SPIKE FLUSH

WITH DECK 5 EA

4029 INSPECT AND TIGHTEN BOLTS ON BRIDGE 50 EA

REMOVE AND REPLACE DAMAGED/MISSING

GALVANIZED METAL PILE CAP 2 EA

PROVIDE AND INSTALL SHIMMING PER

DETAIL BETWEEN BRIDGE PILE AND CAP 65 EA

PROVIDE AND INSTALL SHIMS BETWEEN PILE

CAP AND STRINGERS 65 EA

4033 PROVIDE AND INSTALL PILE BAND 2 EA

4034 PROVIDE AND INSTALL RIP RAP 200 TON

4035 REMOVE AND REPLACE TREADWAY BOARD 600 LF

PROVIDE AND INSTALL GALVANIZED 5/8"

DIAMETER NUT AND WASHER 2 EA

PROVIDE AND INSTALL 5/8 " DIAMETER

GALVANIZED BOLT ASSEMBLY (INCLUDES

BOLT, NUT AND WASHER 5/8" DIAMETER x 2'-

0" LONG) 7 EA

4000 Land Disturbing Activities:

EXCAVATION (ON SITE-NO HAULING OFF

REQUIRED) 100 CY

EXCAVATE, HAUL AND SPREAD SOIL ON FORT

STEWART BRIDGE SITE 200 CY

CONTRACTOR PROVIDE, HAUL AND SPREAD

SOIL FOR BRIDGE AT HUNTER AAF 20 CY

4041 BACKFILL AND COMPACT SOIL 300 CY

FINISH GRADING FOR GRASSING (HAND

WORK, INCLUDES LIME AND FERTILIZER) 200 SY

4000 Concrete Work:

4043 DEMOLITION OF REINFORCED CONCRETE 10 CY

4044 SAW CUT CONCRETE UP TO 10" THICK 20 LF

4045 CONCRETE DECK SPALL REPAIR 100 SF

4046 CONCRETE WALL SPALL REPAIR 100 SF

PROVIDE AND PLACE 10" THICK CONCRETE

SLAB INCLUDING REINFORCEMENT AND

FORMWORK FOR BRIDGE APPROACH 30 SY

PROVIDE AND PLACE THICKENED EDGE FOR

10" THICK CONCRETE SLAB 50 LF

PROVIDE AND INSTALL 1" EXPANSION JOINT

MATERIAL 100 LF

SAW CUT AND SEAL JOINTS IN NEW

CONCRETE SLABS 100 LF

PREPARE AND RESEAL EXISTING JOINT IN

CONCRETE BRIDGE DECKING. (UP TO 2"

WIDE) 100 LF

4000 Storm Drainage:

4052 REMOVE STORM PIPE UNDER 36" DIAMETER 50 LF

4053 REMOVE STORM PIPE OVER 36" DIAMETER 50 LF

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 24" DIAMETER 20 LF

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 36" DIAMETER 20 LF

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 48" DIAMETER 10 LF

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 60" DIAMETER 10 LF

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 24" DIAMETER FLARED END SECTION 2 EA

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 36" DIAMETER FLARED END SECTION 2 EA

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 48" DIAMETER FLARED END SECTION 1 EA

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 60" DIAMETER FLARED END SECTION 1 EA

4000 Erosion Control:

PROVIDE AND INSTALL TYPE "SENSITIVE" SILT

FENCE 100 LF

PROVIDE AND INSTALL GEOTEXTILE

MATERIAL (WHEN NOT INCLUDED IN BID

ITEM COST) 50 SY

4064 PROVIDE #57 STONE FOR EROSION CONTROL 20 TON

PROVIDE AND GRASS DISTURBED AREA

(HYDROSEEDING) 300 SY

4000 Routine Maintenance:

SELECT CLEARING ON EXISTING BRIDGE

APPROACHES AND SIDE OF BRIDGES 100 SY

4067 CLEAN DIRT FROM EXISTING SIGNS 50 SF

REMOVE DIRT FROM BRIDGE TREADWAY, 23'

WIDE 3000 LF

CONSTRUCT CLASSIFICATION/GUIDE SIGN

(INCLUDE ALL NEW SIGNS) 20 EA

PROVIDE AND INSTALL NEW SIGNS AS

DIRECTED 400 SF

REMOVE AND REPLACE THERMAL

REFLECTING FILM ON SIGNS 100 SF

4072 NON PREPRICED ITEMS 1 LS

SECTION L - INSTRUCTIONS, CONDITIONS AND NOTICES TO BIDDERS

The following have been modified:

INSTRUCTIONS TO BIDDERS

INSTRUCTIONS TO BIDDERS

Section L - Instructions, Conditions and Notices to Bidders

INSTRUCTIONS TO BIDDERS

Pre-Award Information This Acquisition is set aside for a 100% Small Business. The NAICS code is 237310 with a size standard of $45M.

The following instructions prescribe the format for the bid and describe the approach for the development and presentation of bid data. These instructions are designed to ensure the submission of necessary information to provide for the understanding and comprehensive evaluation of bids. In the sealed bidding procedures, the price alone will determine the “Apparent Low Bid”; however, the submission of a low bid does not in and of itself determine responsibility of a bidder and therefore it is necessary to require additional information in order that the Contracting Officer may make an award based on the lowest overall priced responsible bidder.

Please submit a letter of intent to bid via email, prior to submission of bids.

2. Submission of Bids:

Bid shall be submitted prior to bid due date and time as identified on the Standard Form 1442 Block 13, to the following address:

Mission and Installation Contracting Command (MICC)

ATTN: Latrick Cooper/Rebecca Drake Mission and Installation Contracting Command (MICC), 976 William H. Wilson Ave., Suite 100 Building 621, 1st Floor Fort Stewart, Georgia, 31314

Bid shall be submitted in a sealed envelope using the address in above paragraph. If bid is mailed, place sealed envelope in a shipping envelope/box. Please do not count the shipping/mailing envelope/box as your sealed envelope. Shipment packaging shall be able to be removed and still maintain the integrity of the sealed bid package. Hand carried bids/proposals may be turned in at the Mission Installation Contracting Command (MICC) Front Desk located at Bldg. 621, 976 William H. Wilson Ave, Fort Stewart, GA 31314, Monday through Friday, between the hours of 7:30 AM – 4:00 PM EST. Due to security checks at the Installation Gates, bidders/offerors may experience lengthy delays before being allowed to enter the installation. Delays caused by traffic congestion or installation security procedures shall not entitle bidders/offerors to additional time to submit their bid/proposal. All bids/proposals reaching the MICC-Fort Stewart Office after the date and time set for the receipt of bids/proposals shall be considered late. Bids/proposal delivered via carrier service are routed through a mail distribution point prior to arrival to the MICC, Bld. 621. Irrespective of this fact, bids that are not at Building 621 MICC Office by the date and time set for the receipt of bids/proposals shall be considered late.

NOTE: Bidders/Offerors are reminded that pursuant to FAR 52.214-5 bids should be addressed and mailed to the office specified in the solicitation. Bidders/Offerors are warned that packages addressed otherwise might be subject opening and inspection by installation security personnel. Bids/proposals that are opened by security personnel due to a Contractor’s failure to comply with mailing instructions will be evaluated based on the information in the packets received by the Contracting Officer. If any required information is not in the bid/proposal packet when received by the Contracting Officer, it will be conclusively presumed that the bidder/offeror failed to include such information with its bid/offer. Allegations that information must have been removed by security personnel will not be grounds for acceptance of information after the time set for receipt of bids/proposals.

FACSIMILE SUBMISSION OF BIDS

Original bids will not be accepted by facsimile (FAX). Facsimile modifications or withdrawals will not be permitted.

BID OPENING – The bid opening for this solicitation will be held promptly on 28 May 2024 at 2:00 PM

EST

located at:

MICC Conference Room 111 976 William H. Wilson Ave Bldg. 621 Fort Stewart, GA 31314

Attendance at the bid opening is not mandatory and bids shall not be rejected solely on absence during bid opening.

All questions are due by 22 May 2024 at 2:00 PM and shall be submitted to both latrick.d.cooper.civ@army.mil and rebecca.j.drake7.civ@army.mil BID PREPARATION INSTRUCTIONS - The Bid package shall be organized as follows:

TAB A – Standard Form 1442, Solicitation Offer and Award. The bidder is cautioned that the SF 1442 must contain an original signature on the form in Block 14. The Contractor shall acknowledge any amendments to the IFB in accordance with the instructions on the SF 1442. The bidder shall provide the name, title and telephone number of the company/division point of contact regarding decisions made with respect to your submission and who can obligate your company contractually. Also, identify those individuals authorized to negotiate with the Government.

TAB B – Representations, Certifications, and Other Statement of Bidders. The bidder shall ensure that their business has completed their FAR and DFARS online Representations and Certifications at the System for Award Management website at https://SAM.GOV. It is the bidder’s responsibility to ensure that the information provided in each certification/representation accurate and complete. Failure of a bidder to complete their online certification/representations prior to the close of the Solicitation may result in their submission being deemed nonresponsive and eliminated from consideration of the award.

For Online Reps and Certs TAB B only needs to include the statement that the bidder’s online Representations and Certifications are complete and up to date to include the UEI number for which the record may be retrieved. TAB B shall also include any Fill-In Provisions/Clauses in this solicitation that are in this solicitation.

TAB C – The Bid Schedule quantities represent the Government’s best estimate of its Fort Stewart’s requirements for the period of contract performance. Bidders shall include unit prices and total prices for each task list item.

Failure to include unit prices for each item will be cause for rejection of the entire bid.

Note: Bidders shall also include the Total Evaluated Price for the Base Year, 1st Option Year, 2nd Option Year, 3rd Option Year and 4th Option Year, Section B of the SF 1442.

TAB D – Bid Bond/Guarantee. This tab shall include the bid guarantee. A bid guarantee is required and shall be provided in the amount of twenty percent (20%) of the bid price or $3,000,000, whichever is less. Note: Bidders must use the Standard Form (SF) 24 if providing a bid bond as the bid guarantee. See FAR Provision 52.228-1, Bid Guarantee.

Only the Awardee will be required to provide Performance and Payment Bonds as is stated in this solicitation.

Payment and Performance Bonds are not required to accompany the offeror’s bid. Performance and Payment Bonds will be provided on the task order level.

TAB E – Additional/Supplemental Information. This tab shall contain any/all other required information requested throughout this solicitation and any additional supplemental information.

EVALUATION FACTORS FOR AWARD

Basis for Award. The Government intends to award by utilizing the policies and procedures for Sealed Bidding in accordance with FAR Part 14, as supplemented by the Defense Federal Acquisition Regulation Supplement (DFARS) Part 214, and the Army Federal Acquisition Regulation Supplement (AFARS) Part 5114. Award will be made to the lowest priced responsible bidder, whose bid is responsive to the terms of the IFB and is the most advantageous to the Government, considering only price and price-related factors included in the IFB.

Evaluation Criteria. The Government will evaluate bids received in response to this solicitation solely on the basis of price and price related factors. A. Responsiveness of Bid. For a bid to be determined responsive and considered for award, the bid must comply in all material aspects with the IFB.

To be considered responsive, the Bidder:

. Shall be currently registered and active on SAM.GOV, . Shall submit a complete sealed bid package prior to bid closing date and time as stated on SF 1442, . Properly signed bid, with Original Signature, . Acknowledgement of all Amendments (if any), . Fully completed Bid Schedule . Fully completed Section B of the SF 1442, . Shall comply with the instructions of the solicitation, and . A Bid Guarantee is required and shall be provided in the amount of twenty percent (20%) of total bid price but shall not exceed $3,000,000. (Bidders must use the Standard Form (SF) 24 if providing a bid bond as the bid guarantee).

Non-responsive bidders shall not be considered for contract award.

Price Evaluation. The total evaluated price of the Base Year and Two Option Years will be evaluated to determine the lowest bidder using the following method:

TOTAL EVALUATED PRICE =

[BASE YEAR TOTAL EVALUATED PRICE, CLIN 0001]

[OPTION YEAR 1 TOTAL EVALUATED PRICE, CLIN 1001]

[OPTION YEAR 2 TOTAL EVALUATED PRICE, CLIN 2001]

[OPTION YEAR 3 TOTAL EVALUATED PRICE, CLIN 3001]

[OPTION YEAR 4 TOTAL EVALUATED PRICE, CLIN 4001]

If adequate price competition is not obtained or if a price reasonableness cannot be determined using price analysis of Government obtained information, additional information may be required from the bidder to support the proposed bid. A price is reasonable if, in its nature and amount, it does not exceed that which would be incurred by a prudent person in the conduct of competitive business.

RESPONSILBITY DETERMINATION. In Accordance with FAR Part 9.1, Purchases shall be made from, and contracts shall be awarded to, responsible prospective contractors only. To be determined responsible, a prospective contractor must -- . Have adequate financial resources to perform the contract, or the ability to obtain them (see 9.104-3(a)).

. Be able to comply with the required or proposed delivery or performance schedule, taking into consideration all existing commercial and governmental business commitments.

. Have a satisfactory performance record (see 9.104-3(b) and Subpart 42.15). A prospective contractor shall not be determined responsible or non-responsible solely on the basis of a lack of relevant performance history, except as provided in 9.104-2.

. Have a satisfactory record of integrity and business ethics (for example, see Subpart 42.15).

. Have the necessary organization, experience, accounting and operational controls, and technical skills, or the ability to obtain them (including, as appropriate, such elements as production control procedures, property control systems, quality assurance measures, and safety programs applicable to materials to be produced or services to be performed by the prospective contractor and subcontractors). (See 9.104-3 (a).)

. Have the necessary production, construction, and technical equipment and facilities, or the ability to obtain them (see 9.104-3(a)); and . Be otherwise qualified and eligible to receive an award under applicable laws and regulations. No purchase or award shall be made unless the contracting officer makes an affirmative determination of responsibility. In the absence of information clearly indicating that the prospective contractor is responsible, the contracting officer shall make a determination of non-responsibility.

APPARENT CLERICAL MISTAKES. Apparent clerical mistakes will be handled in accordance to FAR 14.407.2.

SUBMISSION, MODIFICTAION, AND WITHDRAWAL OF BID. Submission, modification, and withdrawal of bids shall be handled in accordance with FAR part 14.304.

WAGE DETERMINATION. Current wage rates can be found at www.sam.gov.

General Decision Number: GA20240285 01/05/2024 Superseded General Decision Number: GA20230285 State: Georgia Construction Type: Highway Counties: Tattnall, Bryan, Long, Evans, Liberty, and Long Counties in Georgia. HIGHWAY

CONSTRUCTION PROJECTS

Note: Contracts subject to the Davis-Bacon Act are generally required to pay at least the applicable minimum wage rate required under Executive Order 14026 or Executive Order 13658. Please note that these Executive Orders apply to covered contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but do not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60).

(End of Summary of Changes)