VITRAN PHASE THREE UPGRADE AMENDED BID SCHEDULE.xlsx 1

Collection: Contracts & Procurement
Sub-shelf: dpp.vi.gov (Property and Procurement contracts)
Kind: Contract
Island: St. Thomas
Date: 2024-02-06
Pages: 1
Text: Native Text

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NUMBERS No. DESCRIPTION UNITS QTY. PRICE TOTAL ($) 151-01 MOBILIZATION SF 1.00 208-01 Removal of existing Asphalt paving/Conc. Road CY 560.00 201-03 Clearing and Grubbing SY 1,090.00 208-03 Backfill /Compacted existing Hole. CY 672.00 301-03 Aggregate Base - Compacted - 6" CY 600.00 401-01 A-Reinforced portland Cement 3,500 PSI.Conc. Paving CY 600.00 6" Thickness. ( Including forms and rebar) 635-01 Proposed Ret. Wall along eastern perimeter area A-A SECTION A-Concrete Ret. Wall CY 11.00 B-Footing CY 10.00 C-Excavation CY 11.00 B-B SECTION A- Concrete Box CY 6.00 B-Footing CY 6.00 C-Excavation CY 7.00 D-Cover Water Grade(2' x 60') LF 1.00 C-C SECTION A-Concrete Box CY 3.00 B-Footing CY 3.00 C-Excavation CY 3.00 D- Cover Water Grade (4'-6' x 2'-6") SF 3.00 D-D SECTION A- Concrete Box CY 1.00 B-Footing CY 1.00 C-Excavation CY 1.00 D- Cover Water Box (3' - 0" x 3'-0") LF 1.00 24" DIA PVC PIPE LF 225.00 8" DIA PVC PIPE LF 190.00 15400 Existing A/C Lines in Conc. To be removed/replaced LS 1.00 INSTALLATION OF 24" & 8" DIA PVC PIPE A- Excavation (24" DIA PVC PIPE) LF 160.00 B--Aggregate Base - Compacted - 6" Lf 160.00 A- Excavation (8" DIA PVC PIPE) LF 180.00 B- Aggregate Base - Compacted - 6" LF 180.00 3300 CAST IN PLACE CONCRETE WORK: A-Footing Excavation (Front Gate and Fence Post) CY 8.00 B-Concrete Footing (Front Gate and Fence Post) CY 7.00 5500 METAL FABRICATION: A-Existing Chain Link Fence to be Removed LF. 556.00 B-Remove existing Structural conc. Block located at LS 1.00 the front area of the Building. B-Remove existing Main Entrance, GATE (35' x 8') EA 1.00 C-Proposed New Cantilever Fence (556 LF X 8') LF. 556.00 D-Proposed New Main Entrance, GATE (36' x 8') EA 1.00 PROPOSED BUS WASHER/ELECTRICAL ROOM A- General Conc. Footing (Structural Building) CY 15.00 B- General Excavation (Structural Building) CY 17.00 C-Conc. Columns:(including Electrical room/Bus washer CY 4.00 D-Proposed Bus washer/Electrical room Roof area SF 465.00 E-Proposed concrete Blocks/Plaster EA 1,400.00 F-Install Bus wash coin or card system LS 1.00 G-Install Vacuum LS 2.00 OIL WATER SEPARATOR A-Proposed Concrete Box wall CY 0.68 B-Concrete Footing CY 0.40 C-Excavation CY 3.00 16000 PLUMBING WORK: LS 1.00 15400 ELECTRICAL WORK: LS 1.00 PROPOSED LIGHT POLES: A-Excavation CY 5.00 B-Concrete founding(5EA) CY 4.00 A-Light poles (5 EA) EA. 5.00 634-01 PAVEMENT MARKINGS TYPE "H" LS 1.00 635-01 TEMPORARY TRAFFIC CONTROL: LS 1.00 TOTAL (NUMBERS)______________________________________________ $___________ TO TAL (WORDS)_______________________________________________ CONTRACTOR'S NAME:__________________________________________DATE:__________________ CONTRACTOR'S SIGNATURE:__________________________________________DATE:__________________ BID SCHEDULE PROPOSED FENCING, PARKING AREA , BUS WASH AND STORM WATER COLLETION BOX VITRAN BUSS DEPOT - PHASE III PARCELS REM. LOTS NO. 17, 16 & REM. LOT NO.15 ST. THOMAS, VIRGIN ISLANDS