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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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.
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.
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 ___________________________________________ ___________________________________________
PROJECT SIGN, 4 X 8 PLYWOOD ___________________________________________ ___________________________________________
63501-3100 1 LS
TEMPORARY TRAFFIC CONTROL ___________________________________________ ___________________________________________
PROJECT NO. ER-VI-FEMA-STT01
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 $__________________________________________________
PROJECT NO. ER-VI-FEMA-STT01
D-8
BID ALTERNATE 1 – ALTERNATE PAVING OPTION
ITEM NO.
APPRX. QUANT.
ITEM AND UNIT PRICE BIDS(IN WORDS)
UNIT PRICE
DOLLARS/CENTS
AMOUNT
DOLLARS/CENTS
20303-1600 -1517 SY
REMOVAL OF PAVEMENT, ASPHALT ___________________________________________ ___________________________________________
20303-2700 -1768 SY
REMOVAL OF PAVEMENT, CONCRETE, 4 IN. TH. ___________________________________________ ___________________________________________
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.
ITEM AND UNIT PRICE BIDS(IN WORDS)
UNIT PRICE
DOLLARS/CENTS
AMOUNT
DOLLARS/CENTS
30101-2000 -609 CY
AGGREGATE BASE, GRADING C ___________________________________________ ___________________________________________
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 ___________________________________________ ___________________________________________
PROJECT NO. ER-VI-FEMA-STT01
D-10
BID ALTERNATE 2 – SITE 3 ADDITIONAL CONCRETE PAVEMENT
ITEM NO.
APPRX. QUANT.
ITEM AND UNIT PRICE BIDS(IN WORDS)
UNIT PRICE
DOLLARS/CENTS
AMOUNT
DOLLARS/CENTS
20303-2700 1279 SY
REMOVAL OF PAVEMENT, CONCRETE, 4 IN. TH. ___________________________________________ ___________________________________________
AGGREGATE BASE, GRADING C ___________________________________________ ___________________________________________
50101-0600 462 SY
MINOR CONCRETE PAVEMENT, REINFORCED, 6 IN. DEPTH ___________________________________________ ___________________________________________
PROJECT NO. ER-VI-FEMA-STT01
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 $__________________________________________________
PROJECT NO. ER-VI-FEMA-STT01
D-12
BID ALTERNATE 3 – SITE 3 ADDITIONAL ALTERNATIVE PAVEMENT
MINOR CONCRETE PAVEMENT, REINFORCED, 6 IN. DEPTH ___________________________________________ ___________________________________________
PROJECT NO. ER-VI-FEMA-STT01
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 $__________________________________________________