2. Schedule of Items.xlsx
XLSX spreadsheet 20 KB Posted
- Attached to
- 127EAW26Q0041 - Cone Peak Road Repairs
- Solicitation number
- 127EAW26Q0041
- Issued by
-
Department of Agriculture Forest Service
About this file
This is a Schedule of Items pricing template for federal solicitation 127EAW26Q0041, a Total Small Business Set Aside road repair project administered by the Department of Agriculture Forest Service. The schedule details line items and quantities for the Cone Peak Road Repairs project on Road Number 20S05.3, broken into a base bid covering three sites and two optional bid items.
The base bid encompasses Site 1 (Station 10+00 to 11+75), Site 2 (Station 12+50 to 18+00), and Site 6 (Station 39+25 to 39+75), with bid options including Site 4 (Station 32+75 to 34+00) under Bid Option #1 and Sites 3 and 5 under Bid Option #2. Work items span mobilization, construction staking, contractor sampling and testing, erosion control, clearing and grubbing, vegetation cutting, culvert removal and installation (ranging from 24 to 60 inches), earthwork geosynthetics, riprap placement, granular backfill, reinforced soil slopes, aggregate surface course, drainage systems, inlet grates, and erosion control matting. Quantities vary significantly by site, with geosynthetics ranging from 275 to 6,200 square yards, riprap from 10 to 220 cubic yards, and reinforced soil slopes from 66 to 3,560 square feet vertical face. All quotes must be submitted via email to the Contracting Officer (Gregory.Cunningham@usda.gov) no later than August 14, 2026, at 10:00 AM Pacific Time, with Requests for Information due by August 5, 2026, at 10:00 AM Pacific Time. A mandatory organized site visit will be held as detailed in the Statement of Work attachment.
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Text version
Sheet1
| 127EAW26Q0041 - CONE PEAK ROAD REPAIRS SCHEDULE OF ITEMS | |||||
| Base Bid | |||||
| Site 1 | |||||
| Road Number 20S05.3 | |||||
| Station 10+00 to 11+75 | |||||
| Pay | Estimated | Pay | Unit | Item | |
| Item | Item Description | Quantity | Unit | Cost | Cost |
| 15101 | Mobilization | 1 | Lump Sum | ||
| 15210 | Construction Staking | 1 | Each | ||
| 15401 | Contractor Sampling and Testing | 1 | Each | ||
| 15713 | Erosion Control | 1 | Each | ||
| 20102 | Clearing and grubbing, disposal method a, compaction method c | 0.5 | Acre | ||
| 842 | Cutting Roadway Vegetation (10 feet both sides) | 3 | Miles | ||
| 20302 | Removal of culverts, disposal method (a), compaction method | 2 | Each | ||
| 20701 | Earthwork Geosynthetics, Type 6 | 3,900 | Square Yard | ||
| 25101 | Placed riprap, class 2, including geotextile fabric | 115 | Cubic Yard | ||
| 25502 | Select granular backfill | 200 | Cubic Yard | ||
| 26101 | Reinforced Soil Slope (Contractor Designed) | 3,560 | SF VF | ||
| 30115 | Aggregate surface course, grading b, compaction method c | 35 | Cubic Yard | ||
| 60201-24 | 60 inch pipe culvert, CMP, 16 ga, compaction method c | 92 | Foot | ||
| 60502 | Geocomposite underdrain system | 1 | Each | ||
| 60504 | Geocomposite sheet drain system | 30 | Square Yard | ||
| 62901 | Erosion Control Mat | 470 | Square Yard | ||
| Subtotal Site 1 | |||||
| *SF VF= Square Foot Vertical Face | |||||
| Site 2 | |||||
| Road Number 20S05.3 | |||||
| Station 12+50 to 18+00 | |||||
| Pay | Estimated | Pay | Unit | Item | |
| Item | Item Description | Quantity | Unit | Cost | Cost |
| 15101 | Mobilization | 1 | Lump Sum | ||
| 15210 | Construction Staking | 1 | Each | ||
| 15401 | Contractor Sampling and Testing | 1 | Each | ||
| 15704 | Slope drains | 375 | Foot | ||
| 15713 | Erosion Control | 1 | Each | ||
| 20102 | Clearing and grubbing, disposal method a, compaction method c | 0.5 | Acre | ||
| 20302 | Removal of culverts, disposal method (a), compaction method | 1 | Each | ||
| 20701 | Earthwork Geosynthetics, Type 6 | 6,200 | Square Yard | ||
| 25101 | Placed riprap, class 2, | 220 | Cubic Yard | ||
| 25502 | Select granular backfill | 380 | Cubic Yard | ||
| 26101 | Reinforced Soil Slope (Contractor Designed) | 3,200 | SF VF | ||
| 30115 | Aggregate surface course, grading b, compaction method c | 100 | Cubic Yard | ||
| 60201-24 | 24 inch pipe culvert, CMP, 16 ga, compaction method c | 158 | Foot | ||
| 60201-24 | 48 inch pipe culvert, CMP, 16 ga, compaction method c (Drop Inlet) | 12 | Foot | ||
| 60207 | End section for 24 inch pipe culvert | 3 | Each | ||
| 60406 | Inlet grate (48") | 3 | Each | ||
| 60502 | Geocomposite underdrain system | 1 | Each | ||
| 60504 | Geocomposite sheet drain system | 65 | Square Yard | ||
| 62901 | Erosion Control Mat | 585 | Square Yard | ||
| Subtotal Site 2 | |||||
| SF VF= Square Foot Vertical Face | |||||
| Site 6 | |||||
| Road Number 20S05.3 | |||||
| Station 39+25 to 39+75 | |||||
| Pay | Estimated | Pay | Unit | Item | |
| Item | Item Description | Quantity | Unit | Cost | Cost |
| 15101 | Mobilization | 1 | Lump Sum | ||
| 15210 | Construction Staking | 1 | Each | ||
| 15401 | Contractor Sampling and Testing | 1 | Each | ||
| 15704 | Slope drains | 130 | Foot | ||
| 15713 | Erosion Control | 1 | Each | ||
| 20102 | Clearing and grubbing, disposal method a, compaction method c | 0.5 | Acre | ||
| 20302 | Removal of culverts, disposal method (a), compaction method | 1 | Each | ||
| 20701 | Earthwork Geosynthetics, Type 6 | 2,300 | Square Yard | ||
| 25101 | Placed riprap, class 2, | 30 | Cubic Yard | ||
| 25502 | Select granular backfill | 250 | Cubic Yard | ||
| 60201-24 | 36 inch pipe culvert, CMP, 16 ga, compaction method c | 188 | Foot | ||
| 60201-24 | 60 inch pipe culvert, CMP, 16 ga, compaction method c (Drop Inlet) | 6 | Foot | ||
| 60406 | Inlet grate (60") | 2 | Each | ||
| 26101 | Reinforced Soil Slope (Contractor Designed) | 2,100 | SF VF | ||
| 30115 | Aggregate surface course, grading b, compaction method c | 9 | Cubic Yard | ||
| 60502 | Geocomposite underdrain system | 1 | Each | ||
| 60504 | Geocomposite sheet drain system | 150 | Square Yard | ||
| 62901 | Erosion Control Mat | 390 | Square Yard | ||
| Subtotal Site 6 | |||||
| SF VF= Square Foot Vertical Face | |||||
| Total Base Bid |
| Bid Option #1 | |||||
| Site 4 | |||||
| Road Number 20S05.3 | |||||
| Station 32+75 to 34+00 | |||||
| Pay | Estimated | Pay | Unit | Item | |
| Item | Item Description | Quantity | Unit | Cost | Cost |
| 15101 | Mobilization | 1 | Lump Sum | ||
| 15210 | Construction Staking | 1 | Each | ||
| 15401 | Contractor Sampling and Testing | 1 | Each | ||
| 15704 | Slope drains | 125 | Foot | ||
| 15713 | Erosion Control | 1 | Each | ||
| 20102 | Clearing and grubbing, disposal method a, compaction method c | 0.5 | Acre | ||
| 20302 | Removal of culverts, disposal method (a), compaction method | 1 | Each | ||
| 20701 | Earthwork Geosynthetics, Type 6 | 1,700 | Square Yard | ||
| 25101 | Placed riprap, class 2, | 40 | Cubic Yard | ||
| 25502 | Select granular backfill | 350 | Cubic Yard | ||
| 26101 | Reinforced Soil Slope (Contractor Designed) | 2,700 | SF VF | ||
| 30115 | Aggregate surface course, grading b, compaction method c | 22 | Cubic Yard | ||
| 60201-24 | 36 inch pipe culvert, CMP, 16 ga, compaction method c | 168 | Foot | ||
| 60201-24 | 60 inch pipe culvert, CMP, 16 ga, compaction method c (Drop Inlet) | 6 | Foot | ||
| 60406 | Inlet grate (60") | 2 | Each | ||
| 60502 | Geocomposite underdrain system | 1 | Each | ||
| 60504 | Geocomposite sheet drain system | 120 | Square Yard | ||
| 62901 | Erosion Control Mat | 370 | Square Yard | ||
| Total Bid Option 1/Site 4 | |||||
| SF VF= Square Foot Vertical Face |
| Bid Option #2 | |||||
| Site 3 | |||||
| Road Number 20S05.3 | |||||
| Station 19+00 to 20+00 | |||||
| Pay | Estimated | Pay | Unit | Item | |
| Item | Item Description | Quantity | Unit | Cost | Cost |
| 15101 | Mobilization | 1 | Lump Sum | ||
| 15210 | Construction Staking | 1 | Each | ||
| 15401 | Contractor Sampling and Testing | 1 | Each | ||
| 15704 | Slope Drain | 25 | Foot | ||
| 15713 | Erosion Control | 1 | Each | ||
| 20102 | Clearing and grubbing, disposal method a, compaction method c | 0.5 | Acre | ||
| 20302 | Removal of culverts, disposal method (a), compaction method | 1 | Each | ||
| 20701 | Earthwork Geosynthetics, Type 6 | 275 | Square Yard | ||
| 60201 | Overside Drain | 1 | Each | ||
| 25101 | Placed riprap, class 2, | 16 | Cubic Yard | ||
| 25502 | Select granular backfill | 300 | Cubic Yard | ||
| 26101 | Reinforced Soil Slope (Contractor Designed) | 450 | SF VF | ||
| 30115 | Aggregate surface course, grading b, compaction method c | 18 | Cubic Yard | ||
| 60502 | Geocomposite underdrain system | 1 | Each | ||
| 60504 | Geocomposite sheet drain system | 40 | Square Yard | ||
| 62901 | Erosion Control Mat | 95 | Square Yard | ||
| Subtotal Site 3 | |||||
| SF VF= Square Foot Vertical Face |
| Site 5 | |||||
| Road Number 20S05.3 | |||||
| Station 37+85 to 38+12 | |||||
| Pay | Estimated | Pay | Unit | Item | |
| Item | Item Description | Quantity | Unit | Cost | Cost |
| 15101 | Mobilization | 1 | Lump Sum | ||
| 15210 | Construction Staking | 1 | Each | ||
| 15401 | Contractor Sampling and Testing | 1 | Each | ||
| 15704 | Slope drains | 70 | Foot | ||
| 15713 | Erosion Control | 1 | Each | ||
| 20102 | Clearing and grubbing, disposal method a, compaction method c | 0.5 | Acre | ||
| 20302 | Removal of culverts, disposal method (a), compaction method | 1 | Each | ||
| 20701 | Earthwork Geosynthetics, Type 6 | 400 | Square Yard | ||
| 25101 | Placed riprap, class 2, | 10 | Cubic Yard | ||
| 25502 | Select granular backfill | 150 | Cubic Yard | ||
| 26101 | Reinforced Soil Slope (Contractor Designed) | 1,000 | SF VF | ||
| 30115 | Aggregate surface course, grading b, compaction method c | 5 | Cubic Yard | ||
| 60201 | Overside Drain | 1 | Each | ||
| 60502 | Geocomposite underdrain system | 1 | Each | ||
| 60504 | Geocomposite sheet drain system | 150 | Square Yard | ||
| 62901 | Erosion Control Mat | 125 | Square Yard | ||
| Subtotal Site 5 |
| Site 7 | |||||
| Road Number 20S05.3 | |||||
| Station 39+25 to 39+75 | |||||
| Pay | Estimated | Pay | Unit | Item | |
| Item | Item Description | Quantity | Unit | Cost | Cost |
| 15101 | Mobilization | 1 | Lump Sum | ||
| 15210 | Construction Staking | 1 | Each | ||
| 15401 | Contractor Sampling and Testing | 1 | Each | ||
| 15704 | Slope drains | 65 | Foot | ||
| 15713 | Erosion Control | 1 | Each | ||
| 20102 | Clearing and grubbing, disposal method a, compaction method c | 0.5 | Acre | ||
| 20302 | Removal of culverts, disposal method (a), compaction method | 1 | Each | ||
| 20701 | Earthwork Geosynthetics, Type 6 | 325 | Square Yard | ||
| 25101 | Placed riprap, class 2, | 21 | Cubic Yard | ||
| 25502 | Select granular backfill | 150 | Cubic Yard | ||
| 60201-24 | 36 inch pipe culvert, CMP, 16 ga, compaction method c | 55 | Foot | ||
| 60201-24 | 48 inch pipe culvert, CMP, 16 ga, compaction method c (Drop Inlet) | 3 | Foot | ||
| 60406 | Inlet grate (48") | 1 | Each | ||
| 26101 | Reinforced Soil Slope (Contractor Designed) | 66 | SF VF | ||
| 30115 | Aggregate surface course, grading b, compaction method c | 8 | Cubic Yard | ||
| 60502 | Geocomposite underdrain system | 1 | Each | ||
| 60504 | Geocomposite sheet drain system | 8 | Square Yard | ||
| 62901 | Erosion Control Mat | 7 | Square Yard | ||
| Subtotal Site 7 |
Total Bid Option 2
Combined Total (Base + Option 1 + Option 2)
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