AMENDMENT #1 IFB046DPWT21 (C) Road Repairs ......August 6, 2021 AMENDMENT #1 IFB046DPWT21 (C) Road Repairs – Project # VI-FEMA-STT01 on St. Thomas, U.S. Virgin Islands DELETE: Old

August 6, 2021

AMENDMENT #1 IFB046DPWT21 (C) Road Repairs – Project # VI-FEMA-STT01 on St. Thomas, U.S. Virgin Islands DELETE: Old IFB Due Date Tuesday, August 10, 2021 at 10:00 a.m. AST Old Bid Schedule INSERT: New IFB Due Date Tuesday, August 17, 2021 at 10:00 a.m. AST Open Bid Wednesday, August 18, 2021 at 10:30 a.m. AST Microsoft Teams Information Click here to join the meeting Bid Schedule Rev1 Questions and Answers

ALL OTHER TERMS AND CONDITIONS REMAIN UNCHANGED.

BIDDERS MUST ACKNOWLEDGE RECEIPT OF THIS AMENDMENT WITH THEIR BID PROPOSAL.

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Amendment #1 IFB046DPWT21 (C) Road Repairs – Project # VI-FEMA-STT01 on St. Thomas, U.S. Virgin Islands Page 2

Questions and Answers: Question 1: Page D3, Roadway Excavation, Schedule states 881 CY but drawing states 822 CY. Response: The correct quantity is as per schedule at 881 SY.

Question 2: Page D4, Structural Backfill, Schedule states 1528 CY but drawing states 1528 SY. Response: The unit for Structural Backfill is CY.

Question 3: Page D5, Minor Concrete Pavement, Schedule states 1550 SY but drawing states 550 CY. Response: The correct quantity and units for Minor Concrete Pavement, 6 in. depth is 550 SY, as stated in the original bid, page D5.

Question 4: Page D8, Roadway Excavation, Schedule states -173 CY but drawing states -168 CY. Response: For Bid Alternate 1, the correct quantity for Roadway Excavation is -168 CY.

Question 5: Page D8, Subgrade Stabilization, Schedule states 409 SY but drawing states 1775 SY. Response: – For Bid Alternate 1, the correct quantity Subgrade Stabilization is 1775 SY. Question 6: Page D9, Full Depth Reclamation, Schedule states 1517 CY but drawing states 1517 SY. Response: The unit for Full Depth Reclamation is SY. Question 7: Page D12, Roadway Excavation, Schedule states 107 CY but drawing states 71 CY. Response: For Bid Alternate 3 the correct Roadway Excavation quantity is 107 CY.

BID SCHEDULE Rev1 IFB NO.__________________ PROJECT NO. VI-FEMA-STT01 CONTRACTOR’S NAME:_______________________________________________________________ _________________________________________________________________________________________ CITY STATE ZIP CODE The undersigned Contractor proposed to furnish all labor, tools, equipment, machinery, and supplies for the ST. THOMAS FEMA PUBLIC ASSISTANCE LOCAL ROAD REPAIRS - 01 subject to all conditions and requirements of the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14 as revised and amended and the Contract Documents.

ITEM NO.

APPROX. QUANT.

ITEM AND UNIT PRICE BI DS (IN WORDS)

UNIT PRICE

DOLLARS/CENTS

AMOUNT

DOLLARS/CENTS

15101-0000 1 LS

MOBILIZATION____________________________________________________________________

15201-0000 1 LS

CONSTRUCTION SURVEY AND STAKING _________________________________________ _________________________________________

15401-0000 1 LS

CONTRACTOR TESTING ____________________________________________________________________________________

15900-0000 1 LS

ON THE JOB TRAINING _______________________________________ _______________________________________

PROJECT NO. ER-VI-FEMA-STT01

D-3

ITEM NO.

APPRX. QUANT.

ITEM AND UNIT PRICE BIDS(IN WORDS)

UNIT PRICE

DOLLARS/CENTS

AMOUNT

DOLLARS/CENTS

15701-0100 1 LS

SOIL EROSION AND SEDIMENT CONTROL _______________________________________ _______________________________________

20302-1200 195 LF

REMOVAL OF GUARDRAIL ___________________________________________ ___________________________________________

20302-1900 43 SY

REMOVAL OF PAVED WATERWAY ___________________________________________ ___________________________________________

20303-1600 1517 SY

REMOVAL OF PAVEMENT, ASPHALT ___________________________________________ ___________________________________________

20303-2700 1768 SY

REMOVAL OF PAVEMENT, CONCRETE, 4 IN. TH. ___________________________________________ ___________________________________________

20401-0000 881 CY

ROADWAY EXCAVATION ___________________________________________ ___________________________________________


D-4

ITEM NO.

APPRX. QUANT.

ITEM AND UNIT PRICE BIDS (IN WORDS)

UNIT PRICE

DOLLARS/CENTS

AMOUNT

DOLLARS/CENTS

20701-0300 4024 SY

SEPARATION-STABILIZATION GEOTEXTILE, CL. 1, TYPE C ______________________________________________________________________________________

20801-0000 1326 CY

STRUCTURAL EXCAVATION ___________________________________________ ___________________________________________

20801-0000 1528 CY

STRUCTURAL BACKFILL ___________________________________________ ___________________________________________

25101-0000 53 CY

PLACED RIPRAP, METHOD A, CLASS 3 ___________________________________________ ___________________________________________

25801-0000 321 CY

REINFORCED CONCRETE RETAINING WALL ___________________________________________ ___________________________________________

25801-0000 451 CY

REINFORCED SOIL SLOPE ___________________________________________ ___________________________________________


D-5

ITEM NO.

APPRX. QUANT.


UNIT PRICE

DOLLARS/CENTS

AMOUNT

DOLLARS/CENTS

30101-2000 790 CY

AGGREGATE BASE, GRADING C ___________________________________________ ___________________________________________

40301-0400 349 TN

HOT ASPHALT CONCRETE PAVEMENT (2 IN OF BASE AND 2 IN OF WEARING COURSE ___________________________________________ ___________________________________________

41102-0000 501 GAL

PRIME COAT ___________________________________________ ___________________________________________

41202-0000 203 GAL

TACK COAT ___________________________________________ ___________________________________________

41301-0000 511 SY

ASPHALT CONCRETE MILLING, 2 IN. DEPTH ___________________________________________ ___________________________________________

50101-0600 550 SY

MINOR CONCRETE PAVEMENT, REINFORCED, 6 IN. DEPTH ___________________________________________ ___________________________________________

50201-0000 211 SY

CONCRETE PAVEMENT, RESTORATION, PAVEMENT PATCH ___________________________________________ ___________________________________________


D-6

ITEM NO.

APPRX. QUANT.


UNIT PRICE

DOLLARS/CENTS

AMOUNT

DOLLARS/CENTS

60703-0000 120 LF

CLEAN CULVERT IN PLACE ___________________________________________ ___________________________________________

60801-0400 411 SY

PAVED WATERWAYS, TYPE 4 ______________________________________________________________________________________

61701-1000 195 LF

GUARDRAIL SYSTEM G2, TYPE 4, CLASS B STEEL POSTS ______________________________________________________________________________________

62502-0000 319 SY

TURF ESTABLISHMENT ___________________________________________ ___________________________________________

63303-0500 4 EA

PROJECT SIGN, 4 X 8 PLYWOOD ___________________________________________ ___________________________________________

63501-3100 1 LS

TEMPORARY TRAFFIC CONTROL ___________________________________________ ___________________________________________


D-7

IFB NO._______________ PROJECT NO. ER-VI-FEMA-STT01__ __ ATTENTION: See notes at the beginning of this unit price schedule. TOTAL BASE AMOUNT OF THIS PROPOSAL, BASED ON ENGINEER’S ESTIMATE OF QUANTITIES IS AS FOLLOWS: ___________________________________________________DOLLARS______________________CENTS $__________________________________________________


D-8

BID ALTERNATE 1 – ALTERNATE PAVING OPTION

ITEM NO.

APPRX. QUANT.


UNIT PRICE

DOLLARS/CENTS

AMOUNT

DOLLARS/CENTS

20303-1600 -1517 SY

REMOVAL OF PAVEMENT, ASPHALT ___________________________________________ ___________________________________________

20303-2700 -1768 SY


20401-0000 -168 CY


21301-0000 1775 SY

SUBGRADE STABILIZATION ___________________________________________ ___________________________________________


D-9

IFB NO._______________ PROJECT NO. ER-VI-FEMA-STT01__ __ ATTENTION: See notes at the beginning of this unit price schedule. TOTAL ADDITION OR REDUCTION TO BASE AMOUNT FOR ADD ALTERNATE 1 PAVING OPTION OF THIS PROPOSAL, BASED ON ENGINEER’S ESTIMATE OF QUANTITIES IS AS FOLLOWS: ___________________________________________________DOLLARS______________________CENTS $__________________________________________________

ITEM NO.

APPRX. QUANT.


UNIT PRICE

DOLLARS/CENTS

AMOUNT

DOLLARS/CENTS

30101-2000 -609 CY


30401-0000 1517 SY

FULL DEPTH RECLAMATION ___________________________________________ ___________________________________________

40301-0400 -160 TN

HOT ASPHALT CONCRETE PAVEMENT (2 IN OF BASE AND 2 IN OF WEARING COURSE ___________________________________________ ___________________________________________


D-10

BID ALTERNATE 2 – SITE 3 ADDITIONAL CONCRETE PAVEMENT

ITEM NO.

APPRX. QUANT.


UNIT PRICE

DOLLARS/CENTS

AMOUNT

DOLLARS/CENTS

20303-2700 1279 SY


20401-0000 213 CY


30101-2000 142 CY


50101-0600 462 SY



D-11

IFB NO._______________ PROJECT NO. ER-VI-FEMA-STT01__ __ ATTENTION: See notes at the beginning of this unit price schedule. TOTAL ADDITION OR REDUCTION TO BASE AMOUNT FOR ADD ALTERNATE 2 SITE 3 OF THIS PROPOSAL, BASED ON ENGINEER’S ESTIMATE OF QUANTITIES IS AS FOLLOWS: ___________________________________________________DOLLARS______________________CENTS $__________________________________________________


D-12

BID ALTERNATE 3 – SITE 3 ADDITIONAL ALTERNATIVE PAVEMENT

ITEM NO.

APPRX. QUANT.


UNIT PRICE

DOLLARS/CENTS

AMOUNT

DOLLARS/CENTS

20401-0000 107 CY


21301-0000 1279 SY

SUBGRADE STABILIZATION ___________________________________________ ___________________________________________

50101-0600 462 SY



D-13

IFB NO._______________ PROJECT NO. ER-VI-FEMA-STT01__ __ ATTENTION: See notes at the beginning of this unit price schedule. TOTAL ADDITION OR REDUCTION TO BASE AMOUNT FOR ADD ALTERNATE 2 SITE 3 OF THIS PROPOSAL, BASED ON ENGINEER’S ESTIMATE OF QUANTITIES IS AS FOLLOWS: ___________________________________________________DOLLARS______________________CENTS $__________________________________________________

____________________________

BIDDER’S SIGNATURE