25023 OKV Price Schedule for Bidders 2026.06.17.xlsx
XLSX spreadsheet 54 KB Posted
- Attached to
- Northside Site Preparation â Phase 1
- Solicitation number
- IFB-122507
- Issued by
- Fauquier County, Virginia
About this file
25023 OKV Price Schedule for Bidders 2026.06.17.xlsx
This is a price schedule document for the Northside Site Preparation – Phase 1 project in Virginia. The project consists of site preparation work on the north side of Runway 14-32, including clearing, mass grading, installation of drainage features, fencing, and relocation of electrical utilities. The price schedule is structured to accommodate two bid alternates, allowing bidders to propose pricing for different scope configurations. The document provides the itemized breakdown of work components that bidders must price in their proposals, establishing the baseline for cost evaluation and contract award determination.
The price schedule serves as the standardized pricing template for all bidders participating in this solicitation. By utilizing this uniform format, the contracting authority ensures consistent pricing proposals across all submissions, facilitating equitable evaluation of bids. Bidders are required to complete this schedule with their proposed unit prices and extended costs for each line item associated with the site preparation work, including any costs related to the two designated bid alternates. This standardized approach enables transparent comparison of pricing among competing bidders and supports fair contract award decisions.
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Price Schedule - Alternate 1
| BID ALTERNATE ONE (1) | |
| (Completed Form Shall Be Submitted with the Bid) | |
| BIDDER NAME: ______________________________________________ |
All costs for the Project shall be provided in full detail to satisfy the scope of work as requested.
The Vendor is required to have established processes, procedures, staff resources and relevant tools in place for the project.
The formal bid, once accepted by the Winchester Regional Airport Authority (the “WRAA”), will constitute a firm, fixed price for completion of the job. The charges for the accepted bid may not increase or decrease by the awarded Vendor unless, (a) quantities increase or decrease as authorized by the WRAA in writing, (b) modification to the design of the installation as authorized by the WRAA could reasonably increase or decrease the costs of the installation work. In either case, the increased or decreased charges will be approved by the WRAA prior to the Vendor performing the work.
| UNIT PRICES | EXTENDED | |||
| ITEM | APPROX. | ITEM WITH UNIT PRICE | IN FIGURES | TOTAL |
| NO. | QUANTITY | WRITTEN IN WORDS | --------------------- | --------------------- |
| DOLLARS | DOLLARS | |||
| CENTS | CENTS |
| TEMPORARY SLOPE DRAINS | |||
| 1 | |||
| C-102 | 60 | LF |
| PER LINEAR FOOT | |||
| INSTALLATION AND REMOVAL OF SILT FENCE | |||
| 2 | |||
| C-102 | 1,000 | LF |
| PER LINEAR FOOT | |||
| TEMPORARY STONE CONSTRUCTION ENTRANCE | |||
| 3 | |||
| C-102 | 1 | EA |
| PER EACH | |||
| TEMPORARY SEDIMENT BASIN | |||
| 4 | |||
| C-102 | 1 | EA |
| PER EACH | |||
| INLET PROTECTION | |||
| 5 | |||
| C-102 | 1 | EA |
| PER EACH | |||
| CULVERT INLET PROTECTION | |||
| 6 | |||
| C-102 | 1 | EA |
| PER EACH | |||
| TEMPORARY DIVERSION DIKE | |||
| 7 | |||
| C-102 | 200 | LF |
| PER LINEAR FOOT | |||
| COMPOST FILTER SOCK | |||
| 8 | |||
| C-102 | 1,800 | LF |
| PER LINEAR FOOT | |||
| FILTER BAGS | |||
| 9 | |||
| C-102 | 2 | EA |
| PER EACH | |||
| TEMPORARY STREAM BYPASS | |||
| 10 | |||
| C-102 | 1 | LS |
| PER LUMP SUM | |||
| MOBILIZATION | |||
| 11 | |||
| C-105 | 1 | LS |
| PER LUMP SUM | |||
| MUCK EXCAVATION | |||
| 12 | |||
| P-152 | 5,000 | CY |
| PER CUBIC YARD | |||
| EMBANKMENT IN PLACE (ON-SITE) | |||
| 13 | |||
| P-152 | 60,000 | CY |
| PER CUBIC YARD | |||
| CHAIN-LINK FENCE (SALVAGED FABRIC) | |||
| 14 | |||
| F-162 | 1,300 | LF |
| PER LINEAR FOOT | |||
| CHAIN-LINK FENCE (NEW FABRIC) | |||
| 15 | |||
| F-162 | 400 | LF |
| PER LINEAR FOOT | |||
| DOUBLE SWING GATE | |||
| 16 | |||
| F-162 | 1 | EA |
| PER EACH | |||
| NON-ENCASED ELECTRICAL CONDUIT, 2 WAY - 6" PVC | |||
| 17 | |||
| L-110 | 2,600 | LF |
| PER LINEAR FOOT | |||
| REMOVE CONDUIT AND CABLE | |||
| 18 | |||
| M-150 | 2,000 | LF |
| PER LINEAR FOOT | |||
| REMOVE ABANDONED GAS LINE | |||
| 19 | |||
| M-150 | 1,250 | LF |
| PER LINEAR FOOT | |||
| REMOVE ELECTRICAL JUNCTION STRUCTURE | |||
| 20 | |||
| M-150 | 2 | EA |
| PER EACH | |||
| REMOVE FENCE (INCLUDING GATE) | |||
| 21 | |||
| M-150 | 1,400 | LF |
| PER LINEAR FOOT | |||
| MISCELLANEOUS DEMOLITION | |||
| 22 | |||
| M-150 | 1 | LS |
| PER LUMP SUM | |||
| SEPARATION GEOTEXTILE | |||
| 23 | |||
| R-245 | 6,000 | SY |
| PER SQUARE YARD | |||
| CLEARING AND GRUBBING | |||
| 24 | |||
| R-301 | 9 | AC |
| PER ACRE | |||
| 30" RCP, CLASS V | |||
| 25 | |||
| R-302 | 200 | LF |
| PER LINEAR FOOT | |||
| 42" RCP, CLASS V | |||
| 26 | |||
| R-302 | 128 | LF |
| PER LINEAR FOOT | |||
| 48" RCP, CLASS III | |||
| 27 | |||
| R-302 | 60 | LF |
| PER LINEAR FOOT | |||
| 48" ENDWALL, VDOT STD. EW-2 | |||
| 28 | |||
| R-302 | 1 | EA |
| PER EACH | |||
| 30" END SECTION, VDOT STD. ES-1 | |||
| 29 | |||
| R-302 | 1 | EA |
| PER EACH | |||
| 42" END SECTION, VDOT STD. ES-1 | |||
| 30 | |||
| R-302 | 1 | EA |
| PER EACH | |||
| DROP INLET, VDOT STD. DI-7 | |||
| 31 | |||
| R-302 | 1 | EA |
| PER EACH | |||
| BASIN OUTLET STRUCTURE | |||
| 32 | |||
| R-302 | 1 | EA |
| PER EACH | |||
| AGGREGATE SUBBASE COURSE | |||
| 33 | |||
| R-308 | 4,000 | TN |
| PER TON | |||
| RIPRAP, CLASS AI | |||
| 34 | |||
| R-414 | 1,100 | SY |
| PER SQUARE YARD | |||
| RIPRAP, CLASS II | |||
| 35 | |||
| R-414 | 200 | SY |
| PER SQUARE YARD | |||
| MAINTAINING TRAFFIC | |||
| 36 | |||
| R-512 | 1 | LS |
| PER LUMP SUM | |||
| SEEDING AND MULCHING | |||
| 37 | |||
| R-603 | 26 | AC |
| PER ACRE | |||
| SOIL STABILIZATION MAT (TREATMENT 1) | |||
| 38 | |||
| R-606 | 8,000 | SY |
| PER SQUARE YARD | |||
| SOIL STABILIZATION MAT (TREATMENT 2) | |||
| 39 | |||
| R-606 | 4,000 | SY |
| PER SQUARE YARD | |||
| SUBGRADE REPAIR UNDERCUT | |||
| 40 | |||
| 28.SP | 2,000 | CY |
| PER CUBIC YARD | |||
| UTILITY EXCAVATION AND COORDINATION | |||
| 41 | |||
| 37.SP | 1 | LS |
| PER LUMP SUM | |||
| TEMPORARY FENCING | |||
| 42 | |||
| 38.SP | 1 | LS |
PER LUMP SUM
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Total Bid Amount $
SP-1 Non-AIP Insurance Allowance $
Bidder’s Stated Completion Time: _______________ Calendar Days
| Print Name: ____________________________________________ Title: _____________________________________________ |
| Signature: ____________________________________________ Date: _____________________________________________ |
| (This form must be signed. All signatures must be original and not photocopies.) |
&"Times New Roman,Bold"&14ATTACHMENT D: PRICE SCHEDULE &12Bid Alternate One (1)
&"Times New Roman,Regular"Price Schedule - Bid Alternate One (1) &8Northside Site Preparation - Phase 1 | 25023 - OKV &"Times New Roman,Regular"D-&P&8
&K00+000BLANK
Price Schedule - Alternate 2
| BID ALTERNATE TWO (2) | |
| (Completed Form Shall Be Submitted with the Bid) | |
| BIDDER NAME: ______________________________________________ |
All costs for the Project shall be provided in full detail to satisfy the scope of work as requested.
The Vendor is required to have established processes, procedures, staff resources and relevant tools in place for the project.
The formal bid, once accepted by the Winchester Regional Airport Authority (the “WRAA”), will constitute a firm, fixed price for completion of the job. The charges for the accepted bid may not increase or decrease by the awarded Vendor unless, (a) quantities increase or decrease as authorized by the WRAA in writing, (b) modification to the design of the installation as authorized by the WRAA could reasonably increase or decrease the costs of the installation work. In either case, the increased or decreased charges will be approved by the WRAA prior to the Vendor performing the work.
| UNIT PRICES | EXTENDED | |||
| ITEM | APPROX. | ITEM WITH UNIT PRICE | IN FIGURES | TOTAL |
| NO. | QUANTITY | WRITTEN IN WORDS | --------------------- | --------------------- |
| DOLLARS | DOLLARS | |||
| CENTS | CENTS |
| TEMPORARY SLOPE DRAINS | |||
| 1 | |||
| C-102 | 60 | LF |
| PER LINEAR FOOT | |||
| INSTALLATION AND REMOVAL OF SILT FENCE | |||
| 2 | |||
| C-102 | 1,000 | LF |
| PER LINEAR FOOT | |||
| TEMPORARY STONE CONSTRUCTION ENTRANCE | |||
| 3 | |||
| C-102 | 1 | EA |
| PER EACH | |||
| TEMPORARY SEDIMENT BASIN | |||
| 4 | |||
| C-102 | 1 | EA |
| PER EACH | |||
| INLET PROTECTION | |||
| 5 | |||
| C-102 | 1 | EA |
| PER EACH | |||
| CULVERT INLET PROTECTION | |||
| 6 | |||
| C-102 | 1 | EA |
| PER EACH | |||
| COMPOST FILTER SOCK | |||
| 7 | |||
| C-102 | 900 | LF |
| PER LINEAR FOOT | |||
| FILTER BAGS | |||
| 8 | |||
| C-102 | 2 | EA |
| PER EACH | |||
| TEMPORARY STREAM BYPASS | |||
| 9 | |||
| C-102 | 1 | LS |
| PER LUMP SUM | |||
| MOBILIZATION | |||
| 10 | |||
| C-105 | 1 | LS |
| PER LUMP SUM | |||
| MUCK EXCAVATION | |||
| 11 | |||
| P-152 | 4,000 | CY |
| PER CUBIC YARD | |||
| EMBANKMENT IN PLACE (ON-SITE) | |||
| 12 | |||
| P-152 | 40,000 | CY |
| PER CUBIC YARD | |||
| CHAIN-LINK FENCE (SALVAGED FABRIC) | |||
| 13 | |||
| F-162 | 1,300 | LF |
| PER LINEAR FOOT | |||
| CHAIN-LINK FENCE (NEW FABRIC) | |||
| 14 | |||
| F-162 | 400 | LF |
| PER LINEAR FOOT | |||
| DOUBLE SWING GATE | |||
| 15 | |||
| F-162 | 1 | EA |
| PER EACH | |||
| NON-ENCASED ELECTRICAL CONDUIT, 2 WAY - 6" PVC | |||
| 16 | |||
| L-110 | 1,200 | LF |
| PER LINEAR FOOT | |||
| REMOVE CONDUIT AND CABLE | |||
| 17 | |||
| M-150 | 2,600 | LF |
| PER LINEAR FOOT | |||
| REMOVE ABANDONED GAS LINE | |||
| 18 | |||
| M-150 | 1,250 | LF |
| PER LINEAR FOOT | |||
| REMOVE ELECTRICAL JUNCTION STRUCTURE | |||
| 19 | |||
| M-150 | 2 | EA |
| PER EACH | |||
| REMOVE FENCE (INCLUDING GATE) | |||
| 20 | |||
| M-150 | 1,400 | LF |
| PER LINEAR FOOT | |||
| MISCELLANEOUS DEMOLITION | |||
| 21 | |||
| M-150 | 1 | LS |
| PER LUMP SUM | |||
| SEPARATION GEOTEXTILE | |||
| 22 | |||
| R-245 | 4,000 | SY |
| PER SQUARE YARD | |||
| CLEARING AND GRUBBING | |||
| 23 | |||
| R-301 | 9 | AC |
| PER ACRE | |||
| 30" RCP, CLASS V | |||
| 24 | |||
| R-302 | 100 | LF |
| PER LINEAR FOOT | |||
| 42" RCP, CLASS V | |||
| 25 | |||
| R-302 | 128 | LF |
| PER LINEAR FOOT | |||
| 48" RCP, CLASS III | |||
| 26 | |||
| R-302 | 60 | LF |
| PER LINEAR FOOT | |||
| 48" ENDWALL, VDOT STD. EW-2 | |||
| 27 | |||
| R-302 | 1 | EA |
| PER EACH | |||
| 30" END SECTION, VDOT STD. ES-1 | |||
| 28 | |||
| R-302 | 1 | EA |
| PER EACH | |||
| 42" END SECTION, VDOT STD. ES-1 | |||
| 29 | |||
| R-302 | 1 | EA |
| PER EACH | |||
| DROP INLET, VDOT STD DI-7 | |||
| 30 | |||
| R-302 | 1 | EA |
| PER EACH | |||
| BASIN OUTLET STRUCTURE | |||
| 31 | |||
| R-302 | 1 | EA |
| PER EACH | |||
| AGGREGATE SUBBASE COURSE | |||
| 32 | |||
| R-308 | 3,000 | TN |
| PER TON | |||
| RIPRAP, CLASS AI | |||
| 33 | |||
| R-414 | 1,100 | SY |
| PER SQUARE YARD | |||
| RIPRAP, CLASS II | |||
| 34 | |||
| R-414 | 200 | SY |
| PER SQUARE YARD | |||
| MAINTAINING TRAFFIC | |||
| 35 | |||
| R-512 | 1 | LS |
| PER LUMP SUM | |||
| SEEDING AND MULCHING | |||
| 36 | |||
| R-603 | 24 | AC |
| PER ACRE | |||
| SOIL STABILIZATION MAT (TREATMENT 1) | |||
| 37 | |||
| R-606 | 6,000 | SY |
| PER SQUARE YARD | |||
| SOIL STABILIZATION MAT (TREATMENT 2) | |||
| 38 | |||
| R-606 | 2,500 | SY |
| PER SQUARE YARD | |||
| SUBGRADE REPAIR UNDERCUT | |||
| 39 | |||
| 28.SP | 1,500 | CY |
| PER CUBIC YARD | |||
| UTILITY EXCAVATION AND COORDINATION | |||
| 40 | |||
| 37.SP | 1 | LS |
| PER LUMP SUM | |||
| TEMPORARY FENCING | |||
| 41 | |||
| 38.SP | 1 | LS |
PER LUMP SUM
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Total Bid Amount $
SP-1 Non-AIP Insurance Allowance $
Bidder’s Stated Completion Time: _______________ Calendar Days
| Print Name: ____________________________________________ Title: _____________________________________________ |
| Signature: ____________________________________________ Date: _____________________________________________ |
| (This form must be signed. All signatures must be original and not photocopies.) |
&"Times New Roman,Bold"&14ATTACHMENT D: PRICE SCHEDULE &12Bid Alternate Two (2)
&"Times New Roman,Regular"Price Schedule - Bid Alternate Two (2) &8Northside Site Preparation - Phase 1 | 25023 - OKV &"Times New Roman,Regular"D-&P&8
&K00+000BLANK
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