Attachment 2 - Judicial Trail Bid Quotation Sheet.xlsx
XLSX spreadsheet 17 KB Posted
- Attached to
- Judicial Drive Trail Connection UPC 113614
- Solicitation number
- 56061
- Issued by
- Fairfax County, Falls Church City, Virginia
About this file
The document provided is an attachment titled "Attachment 2 - Judicial Trail Bid Quotation Sheet.xlsx" related to the Judicial Drive Trail Connection UPC 113614 contract opportunity in the state of Virginia, involving the jurisdictions of Fairfax County and Falls Church City. This project aims to construct approximately 500 linear feet of new stone dust trail facilities, as well as a 70-foot pedestrian bridge, adjacent to Accotink Creek in the City of Fairfax. The bid quotation sheet lists 38 line items, including mobilization, construction staking, quality control testing, clearing and grubbing, excavation, paving, bridge construction, signage, fencing, and other related trail work. A 6% Disadvantaged Business Enterprise (DBE) goal is specified, and VDOT pre-qualification is required.
The pricing information is provided in the bid quotation sheet, including unit prices and total prices for each line item. No specific pricing terms, set asides, incumbents, or funding sources are mentioned in the provided documentation. However, the project is likely funded through state and local government sources, as it involves a state-level contract number (UPC 113614) and the participating jurisdictions of Fairfax County and Falls Church City.
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Text version
Sheet1
| Line No. | Spec. No. | Item Description | Unit | Quantity | Unit Price | Total Price |
| 1.0 | N/A | MOBILIZATION | LS | 1 | ||
| 2.0 | N/A | CONSTRUCTION STAKING & SURVEYING | LS | 1 | ||
| 3.0 | N/A | QUALITY CONTROL MATERIALS TESTING | LS | 1 | ||
| 4.0 | 301 | CLEARING AND GRUBBING | ACRE | 0.25 | ||
| 5.0 | 303 | REGULAR EXCAVATION | CY | 225 | ||
| 6.0 | 305 | BORROW EXCAVATION | CY | 300 | ||
| 7.0 | 315 | NS SAW-CUT ASPH CONC | LF | 35 | ||
| 8.0 | 508 | DEMO. OF PAVEMENT FLEXIBLE | SY | 35 | ||
| 9.0 | N/A | REMOVE EXIST. STAIRS | LS | 1 | ||
| 10.0 | N/A | REMOVE EXIST. WALL AND HANDRAIL | LF | 25 | ||
| 11.0 | 211,315 | ASPHALT CONCRETE TY. SM-9.5A | TON | 15 | ||
| 12.0 | 208,309 | AGGR. BASE MATL. TY. I NO. 21B | TON | 160 | ||
| 13.0 | N/A | STONE DUST | TON | 75 | ||
| 14.0 | 504 | CG-12 DETECTABLE WARNING SURFACE | SY | 3 | ||
| 15.0 | 404 | CONCRETE CLASS A3 (DWS CRADLE) | CY | 2 | ||
| 16.0 | 510 | NS ADJUST EXIST. SSWR MANHOLE TO GRADE | EA | 1 | ||
| 17.0 | N/A | WOODEN STAIRS | LS | 1 | ||
| 18.0 | N/A | WOODEN SAFETY FENCE | LF | 140 | ||
| 19.0 | N/A | PREFABRICATED PEDESTRIAN BRIDGE (Bridge Only) | LS | 1 | ||
| 20.0 | N/A | FOLDABLE BOLLARD | EA | 1 | ||
| 21.0 | ATTD | NS MAINTENANCE OF TRAFFIC | LS | 1 | ||
| 22.0 | 603 | PERMANENT SEED, FERTILIZER, LIME, MULCH, ETC. | LB | 5 | ||
| 23.0 | 302 | 12" END SECTION ES-1 OR 2 | EA | 2 | ||
| 24.0 | 302 | 12" PIPE | LF | 15 | ||
| 25.0 | 414 | DRY RIPRAP CLASS AI | TON | 5 | ||
| 26.0 | 701 | SIGN PANEL | SF | 33 | ||
| 27.0 | 700 | SIGN POST STP-1, 14 GAUGE | LF | 68 | ||
| 28.0 | 700 | CONCRETE SIGN FOUNDATION STP-1, TYPE F | EA | 7 | ||
| 29.0 | 601 | HIGH VISIBILTY FENCE, 4 FEET (INCL. TREE PROT.) | LF | 1450 | ||
| 30.0 | 602 | TOPSOIL CLASS B 2" | AC | 0.14 | ||
| 31.0 | 603 | TEMPORARY SEED | LB | 5 | ||
| 32.0 | 303 | SILTATION CONTROL EXCAVATION | CY | 150 | ||
| 33.0 | 303 | TEMP. SILT FENCE TYPE B | LF | 1390 | ||
| 34.0 | N/A | INLET PROTECTION TYPE C (CIP) | EA | 1 | ||
| 35.0 | N/A | CONSTRUCTION ENTRANCE | EA | 1 | ||
| 36.0 | 704 | TY B CL I PVMT LINE MRKG 24" | LF | 60 | ||
| 37.0 | ATTD | BRIDGE - WEST ABUTMENT | LS | 1 | ||
| 38.0 | ATTD | BRIDGE - EAST ABUTMENT | LS | 1 | ||
| TOTAL |
File details come from the government source that posted it. Updated .