Copy of SOI - FS 76 Jordan Br Replacemnt (002).xls
XLS spreadsheet 35 KB Posted
- Solicitation number
- 12339520R0001
About this file
This document contains a bid schedule and solicitation for a bridge construction project on National Forest lands. The United States Forest Service is seeking bids to demolish and rebuild the Jordan Bridge located on Forest Service Road 76 over the Pedlar River in Virginia. The project includes clearing, excavation, embankment work, riprap, concrete, rebar, prestressed beams, guardrails, drainage pipes, and approach work. The performance period is 210 days. The solicitation is set aside for small businesses with a NAICS code of 237310 and size standard of $36.5 million. Questions are due to the contracting officer by May 11th and a mandatory site visit is scheduled for that date. The estimated budget is between $500,000 to $1,000,000. Interested parties should monitor the beta.SAM website for amendments and award information.
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Bid Schedule
BID SCHEDULE
NFSR # 76-0.3 JORDAN BRIDGE REPLACEMENT
| Jordan Bridge Replacement - Amherst County - NFSR #76-0.3 | District: | Pedlar | |||||
| ITEM NO. | SPEC NO. | DESCRIPTION | METHOD OF MEASURE | UNIT | QUANTITY | UNIT PRICE | TOTALS |
| 1 | 151 | MOBILIZATION | Lump Sum | LS | ALL | ||
| 2 | 152 | CONSTRUCTION SURVEY AND STAKING | Lump Sum | LS | ALL | ||
| 3 | 154 | CONTRACTOR SAMPLING AND TESTING | Lump Sum | LS | ALL | ||
| 4 | 155 | SCHEDULES FOR CONSTRUCTION CONTRACTS | Lump Sum | LS | ALL | ||
| 5 | 157 | EROSION CONTROL | Lump Sum | LS | ALL | ||
| 6 | 201 | CLEARING AND GRUBBING | Contract Quantity | ACRE | 0.5 | ||
| 7 | 202 | ADDITIONAL CLEARING AND GRUBBING | Contract Quantity | ACRE | 0.25 | ||
| 8 | 203 | REMOVAL OF EXISTING STRUCTURE | Lump Sum | LS | ALL | ||
| 9 | 204 | EXCAVATION AND EMBANKMENT (ROADWAY GRADING) | Lump Sum | LS | ALL | ||
| 10 | 207 | EARTHWORK GEOSYNTHETICS | Contract Quantity | SY | 250 | ||
| 11 | 208 | STRUCTURE EXCAVATION AND BACKFILL | Lump Sum | LS | ALL | ||
| 12 | 251 | PLACED RIP RAP (VDOT DRY RIPRAP CLASS II) | Actual Quantity | TON | 240 | ||
| 13 | 301 | AGGREGATE BASE COURSE (PAVEMENT SCHEDULE J) | Actual Quantity | TON | 50 | ||
| 14 | 403 | ASPHALT BASE COURSE (PAVEMENT SCHEDULE E) | Actual Quantity | TON | 105 | ||
| 15 | 403 | ASPHALT SURFACE COURSE (PAVEMENT SCHEDULE C) | Actual Quantity | TON | 125 | ||
| 16 | 403 | ASPHALT BINDER | Contract Quantity | TON | 15 | ||
| 17 | 551 | HP 12X53 STEEL PILES | Contract Quantity | LF | 328 | ||
| 18 | 552 | STRUCTURAL CONCRETE (3000 PSI) | Contract Quantity | CY | 80.4 | ||
| 19 | 553 | PRESTRESSED CONCRETE BOX BEAMS | Contract Quantity | LF | 540 | ||
| 20 | 554 | REINFORCING STEEL - UNCOATED (ABUTMENTS) | Contract Quantity | LB | 9490 | ||
| 21 | 556 | BRIDGE RAILING (CONCRETE CURB, REINFORCING STEEL, STEEL BEAM GUARDRAIL, POSTS, SPACERS, HARDWARE, ETC.) | Contract Quantity | LF | 180 | ||
| 22 | 564 | BEARING DEVICES | Lump Sum | LS | ALL | ||
| 23 | 602 | 30" REINFORCED CONCRETE PIPE (CLASS IV) | Contract Quantity | LF | 48 | ||
| 24 | 602 | 18" REINFORCED CONCRETE PIPE (CLASS IV) | Contract Quantity | LF | 34 | ||
| 25 | 617 | GUARDRAIL (APPROACH ROADWAY) | Contract Quantity | LF | 150 | ||
| 26 | 617 | GREU TYPE TL-2 (APPROACH ROADWAY) | Contract Quantity | EACH | 4 | ||
| 27 | 625 | TURF ESTABLISHMENT (PERMANENT) | Contract Quantity | ACRE | 0.5 | ||
| 28 | 635 | TEMPORARY TRAFFIC CONTROL | Lump Sum | LS | ALL | ||
| 29 | SP | PILE EXCAVATION IN SOIL | Contract Quantity | LF | 158 | ||
| 30 | SP | PILE EXCAVATION NOT IN SOIL | Contract Quantity | LF | 60 | ||
| 31 | SP | BRIDGE APPROACH SLABS | Lump Sum | LS | ALL | ||
| BASE BID TOTAL: | $0.00 |
&R&D
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