Att 01_SCHEDULE OF ITEMS FR 76 EMBANKMENT REPAIR PROJECT (ERFO).xlsx
XLSX spreadsheet 12 KB Posted
- Solicitation number
- 12445526B0007
- Issued by
-
Department of Agriculture Forest Service
About this file
This is a Schedule of Items (bid pricing template) for the Monongahela National Forest FR 76 Embankment Stabilization Project, solicitation number 12445526B0007. The document outlines two embankment sites requiring stabilization work along Forest Road 76, with quantities and unit prices to be provided by bidders for cost estimation purposes.
Embankment Site 1 (FR 76 MP 2.17 - Barrenshe) comprises 24 line items including mobilization, construction survey and staking, soil erosion control, temporary stream diversion, clearing and grubbing, removal of existing pipe culvert (47 linear feet), roadway excavation (37 cubic yards), unclassified borrow placement (169 cubic yards), embankment construction (76 cubic yards), riprap placement in three classes totaling 486 tons, concrete lagging (8-inch thickness at 405 and 770.5 square feet), steel H-piles in two configurations totaling 2,219 vertical linear feet, aggregate base and surface course (124 and 110 tons respectively), grout (710 cubic feet), reinforcing steel (154 pounds), new pipe culverts (6-inch PVC and 18-inch HDPE totaling 80 linear feet), guardrail removal and reset (195 linear feet), and temporary traffic control. Embankment Site 2 (FR 76 MP 14.88) comprises 12 line items including similar mobilization and site preparation work, roadway excavation (7 cubic yards), embankment construction (43 cubic yards), concrete lagging (851 square feet), steel H-piles (461 vertical linear feet), aggregate materials (61 and 44 tons), new pipe culvert (6-inch PVC, 12 linear feet), culvert cleaning (33 linear feet), and temporary traffic control. This is a Total Small Business Set-Aside acquisition with a 45-million-dollar size standard issued as an Invitation for Bid by the Department of Agriculture Forest Service.
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Other files
| File | Type | Posted |
|---|---|---|
| Bid Opening_12445526B0007.docx | DOCX document | |
| Q and A_12445526B0007.xlsx | XLSX spreadsheet | |
| SIGN IN SHEET_PRE-BID_12445526B0007.pdf | ||
| Q and A_12445526B0007.xlsx | XLSX spreadsheet | |
| Amd_0002_12445526B0007.pdf | ||
| Amd_0001_12445526B0007.pdf | ||
| HOW TO FOLLOW PROJECTS ON SAM FOR EMAIL ALERTS.pdf | ||
| Att 03_FP-14 Standard Specifications.pdf | ||
| Sol_12445526B0007.pdf | ||
| Att 05_Wage Rates.pdf | ||
| Att 02_SOW - FR 76 Embankment Stabilization.docx | DOCX document | |
| Att 04_Embankment Stabilization Project_Drawings.pdf |
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Text version
Sheet1
| SCHEDULE OF ITEMS FR 76 EMBANKMENT STABILIZATION PROJECT | |||||
| EMBANKMENT SITE 1 - FR 76 MP 2.17 (BARRENSHE) | |||||
| BID ITEM | ITEM NO. | DESCRIPTION | Units | ||
| of Measure | Qty | Unit Price | Amount | ||
| 1 | 15101 | MOBILIZATION | LPSM | 1 | |
| 2 | 15201 | CONSTRUCTION SURVEY AND STAKING | LPSM | 1 | |
| 3 | 15701 | SOIL EROSION CONTROL | LPSM | 1 | |
| 4 | 15702-6000 | SOIL EROSION CONTROL, TEMPORARY STREAM DIVERSION | LPSM | 1 | |
| 5 | 20102 | CLEARING AND GRUBBING, AS DIRECTED | LPSM | 1 | |
| 6 | 20302-2100 | REMOVAL OF PIPE CULVERT | LF | 47 | |
| 7 | 20401 | ROADWAY EXCAVATION | CY | 37 | |
| 8 | 20403 | UNCLASSIFIED BORROW, AS DIRECTED | CY | 169 | |
| 9 | 20420 | EMBANKMENT CONSTRUCTION | CY | 76 | |
| 10 | 25102-0200 | PLACED RIPRAP, METHOD A, CLASS 2 | TON | 12 | |
| 11 | 25102-0300 | PLACED RIPRAP, METHOD A, CLASS 3 | TON | 138 | |
| 12 | 25102-0700 | PLACED RIPRAP, METHOD A, CLASS 7 | TON | 336 | |
| 13 | 26303-0100 | CONCRETE LAGGING, 8-INCH THICKNESS, 4-FT SPACING | SF | 405 | |
| 14 | 26303-0200 | CONCRETE LAGGING, 8-INCH THICKNESS, 6-FT SPACING | SF | 770.5 | |
| 15 | 26304-0100 | STEEL H-PILE, HP12X74, IN PLACE | VLF | 1335 | |
| 16 | 26304-0200 | STEEL H-PILE, W18X119, IN PLACE | VLF | 884 | |
| 17 | 30101-1000 | AGGREGATE BASE GRADING C | TON | 124 | |
| 18 | 30110 | AGGREGATE SURFACE COURSE, GRADING G | TON | 110 | |
| 19 | 55240 | GROUT | CF | 710 | |
| 20 | 55401-2000 | REINFORCING STEEL, EPOXY COATED | LB | 154 | |
| 21 | 60201-0200 | 6-INCH PIPE CULVERT, PVC | LF | 20 | |
| 22 | 60201-0600 | 18-INCH PIPE CULVERT, HDPE | LF | 60 | |
| 23 | 61708-1000 | REMOVE AND RESET, GUARDRAIL | LF | 195 | |
| 24 | 63501 | TEMPORARY TRAFFIC CONTROL | LPSM | 1 | |
| Subtotal | |||||
| EMBANKMENT SITE 2 - FR 76 MP 14.88 | |||||
| BID ITEM | ITEM NO. | DESCRIPTION | Units | ||
| of Measure | Qty | Unit Price | Amount | ||
| 25 | 15101 | MOBILIZATION | LPSM | 1 | |
| 26 | 15201 | CONSTRUCTION SURVEY AND STAKING | LPSM | 1 | |
| 27 | 15701 | SOIL EROSION CONTROL | LPSM | 1 | |
| 28 | 20401 | ROADWAY EXCAVATION | CY | 7 | |
| 29 | 20420 | EMBANKMENT CONSTRUCTION | CY | 43 | |
| 30 | 26303-0200 | CONCRETE LAGGING, 8-INCH THICKNESS, 6-FT SPACING | SF | 851 | |
| 31 | 26304-0100 | STEEL H-PILE, HP12X74, IN PLACE | VLF | 461 | |
| 32 | 30101-1000 | AGGREGATE BASE GRADING C | TON | 61 | |
| 33 | 30110 | AGGREGATE SURFACE COURSE, GRADING G | TON | 44 | |
| 34 | 60201-0200 | 6-INCH PIPE CULVERT, PVC | LF | 12 | |
| 35 | 60703 | CLEANING CULVERTS IN PLACE | LF | 33 | |
| 36 | 63501 | TEMPORARY TRAFFIC CONTROL | LPSM | 1 | |
| Subtotal | |||||
| Project Total |
File details come from the government source that posted it. Updated .