Att I Detailed Bid Form.xlsx
XLSX spreadsheet 15 KB Posted
- Solicitation number
- IFB-127624
- Issued by
- Rockingham County, Virginia
About this file
This is a Detailed Bid Form for the City of Harrisonburg, Virginia's Northend Greenway (NEG) Brookside project (ITB 2027005-PW-B). The project involves construction of approximately 1,000 linear feet of 10-foot-wide paved shared use path connecting the existing Northend Greenway at Jefferson Street to Drake Lane and Roberts Court. The scope includes installation of connections to sidewalks, curb ramps for bicycle access, realignment of the path at Jefferson Street, and installation of a crosswalk for path crossing. The bid form is structured as an Excel spreadsheet containing line items and associated costs that bidders must complete as part of their sealed bid submission.
The document serves as the pricing schedule and detailed cost breakdown template that bidders must use to submit their bids for the construction project. Bidders are required to itemize costs for all work components and provide total project pricing through this standardized form. The bid form ensures consistent cost comparison across all submitted proposals and allows the City of Harrisonburg to evaluate bids on a uniform basis.
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Other files
| File | Type | Posted |
|---|---|---|
| 121206 NEG Brookside ITB_Draft .pdf | ||
| NEG-Brookside Plans Issued for Bid.pdf |
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Text version
Table 1
| ATTACHMENT I. DETAILED BID FORM |
| CITY OF HARRISONBURG VA |
| PROJECT: NORTHEND GREENWAY - BROOKSIDE PHASE |
| NORTHEND GREENWAY - BROOKSIDE PHASE - UPC 121206 | ||||||
| LINE ITEM NO. | VDOT SPEC. SECTION | DESCRIPTION OF ITEM | ESTIMATED QUANTITY | UNIT | UNIT COST | TOTAL COST |
| 1 | 513 | MOBILIZATION | 1 | LS | 0.00 | 0.00 |
| 2 | 517 | CONSTRUCTION SURVEYING | 1 | LS | 0.00 | 0.00 |
| 3 | 301 | CLEARING AND GRUBBING | 0.65 | AC | 0.00 | 0.00 |
| 4 | 303 | REGULAR EXCAVATION | 299 | CY | 0.00 | 0.00 |
| 5 | 303 | BORROW EXCAVATION | 10 | CY | 0.00 | 0.00 |
| 6 | 521 | MAILBOX POST, SINGLE | 1 | EA | 0.00 | 0.00 |
| 7 | 508 | DEMO. OF PAVEMENT FLEXIBLE | 19 | SY | 0.00 | 0.00 |
| 8 | 508 | DEMO. OF PAVEMENT RIGID | 36 | SY | 0.00 | 0.00 |
| 9 | ATTD | REMOVE COMB. CURB AND GUTTER | 67 | LF | 0.00 | 0.00 |
| 10 | 510 | NS REMOVE EXIST. ENDWALL | 2 | EA | 0.00 | 0.00 |
| 11 | 510 | NS REMOVE EXIST. (stone) | 122 | SY | 0.00 | 0.00 |
| 12 | 510 | NS REMOVE EXIST. FENCE | 111 | LF | 0.00 | 0.00 |
| 13 | 700 | REMOVE EXISTING 1 POST SIGN STRUCTURE | 2 | EA | 0.00 | 0.00 |
| 14 | 510 | NS RELOCATE (bollard assembly) | 1 | EA | 0.00 | 0.00 |
| 15 | 315 | NS SAW-CUT ASPH CONC | 88 | LF | 0.00 | 0.00 |
| 16 | 502 | NS SAW CUT H.C.C. ITEMS | 27 | LF | 0.00 | 0.00 |
| 17 | 502 | COMB. CURB & GUTTER, STD. CG-6 | 79 | LF | 0.00 | 0.00 |
| 18 | 315 | ASPHALT CONCRETE TY. SM-9.5A CONST | 115 | TON | 0.00 | 0.00 |
| 19 | 308 | AGGR. BASE MATL. TY. I NO. 21B | 344 | TON | 0.00 | 0.00 |
| 20 | 54 | HYDR. CEMENT CONC. SIDEWALK 7" | 32 | SY | 0.00 | 0.00 |
| 21 | 504 | CG-12 DETECTABLE WARNING SURFACE | 8 | SY | 0.00 | 0.00 |
| 22 | 507 | NS FENCE (split rail) | 305 | LF | 0.00 | 0.00 |
| 23 | ATTD 507 | FENCE WOOD BOARD (privacy) | 254 | LF | 0.00 | 0.00 |
| 24 | ATTD | NS RETAINING WALL (segmental block) | 259 | SF | 0.00 | 0.00 |
| 25 | 303 | TEMP. SILT FENCE TYPE A | 1,101 | LF | 0.00 | 0.00 |
| 26 | 303 | INLET PROTECTION TYPE B | 2 | EA | 0.00 | 0.00 |
| 27 | ATTD | NS GEOTEXTILE FABRIC (Construction Entrance) | 196 | SY | 0.00 | 0.00 |
| 28 | 308 | NS AGGR. MATERIAL (Construction Entrance) | 80 | TON | 0.00 | 0.00 |
| 29 | 507 | HIGH VISIBILITY FENCE, 4 FEET | 967 | LF | 0.00 | 0.00 |
| 30 | 414 | DRY RIPRAP CL. AI | 21 | TON | 0.00 | 0.00 |
| 31 | 602 | TOPSOIL CLASS B 2" | 0.65 | AC | 0.00 | 0.00 |
| 32 | 603 | NS FERTILIZER | 651 | LB | 0.00 | 0.00 |
| 33 | 603 | REGULAR SEED | 98 | LB | 0.00 | 0.00 |
| 34 | 606 | ROLLED EROSION CTRL PRODUCT EC-3 TYPE 2 | 711 | SY | 0.00 | 0.00 |
| 35 | 302 | 15" CONC. PIPE | 11 | LF | 0.00 | 0.00 |
| 36 | 302 | 24" CONC. PIPE | 35 | LF | 0.00 | 0.00 |
| 37 | 302 | 15" END SECTION ES-1 | 1 | EA | 0.00 | 0.00 |
| 38 | 302 | 24" END SECTION ES-1 | 1 | EA | 0.00 | 0.00 |
| 39 | 510 | ADJUST EXIST FRAME & COVER | 1 | EA | 0.00 | 0.00 |
| 40 | 700 | CONDUIT PVC 2" | 930 | LF | 0.00 | 0.00 |
| 41 | 700 | JUNCTION BOX JB-S1 | 6 | EA | 0.00 | 0.00 |
| 42 | 700 | ELECT. SER. GRD. ELECTRODE 10' | 6 | EA | 0.00 | 0.00 |
| 43 | 512 | TYPE 3 BARRICADE 8' | 4 | EA | 0.00 | 0.00 |
| 44 | 512 | TYPE 3 BARRICADE 4' | 2 | EA | 0.00 | 0.00 |
| 45 | 512 | TEMPORARY SIGN | 83 | SF | 0.00 | 0.00 |
| 46 | 704 | TYPE B CLASS II PVMT LINE MRKG 24" | 84 | LF | 0.00 | 0.00 |
| 47 | 704 | TYPE B CLASS I PVMT LINE MRKG 4" | 1033 | LF | 0.00 | 0.00 |
| 48 | ATTD | POST METAL (Bollard Assembly) | 2 | EA | 0.00 | 0.00 |
| 49 | 701 | SIGN PANEL | 34 | SF | 0.00 | 0.00 |
| 50 | 700 | SIGN POST STP-1, 2", 14 GAUGE | 83 | LF | 0.00 | 0.00 |
| 51 | 700 | CONC. FOUND. STP-1, TY. A | 8 | EA | 0.00 | 0.00 |
| PROJECT TOTAL | 0.00 | |||||
| *Complete & return this document in MS Excel format with bid submission. |
File details come from the government source that posted it. Updated .