2. Schedule of Items.xlsx

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Attached to
127EAW26Q0041 - Cone Peak Road Repairs
Solicitation number
127EAW26Q0041
Issued by

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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Sheet1

127EAW26Q0041 - CONE PEAK ROAD REPAIRS SCHEDULE OF ITEMS
Base Bid
Site 1
Road Number 20S05.3
Station 10+00 to 11+75
PayEstimatedPayUnitItem
ItemItem DescriptionQuantityUnitCostCost
15101Mobilization1Lump Sum
15210Construction Staking1Each
15401Contractor Sampling and Testing1Each
15713Erosion Control1Each
20102Clearing and grubbing, disposal method a, compaction method c0.5Acre
842Cutting Roadway Vegetation (10 feet both sides)3Miles
20302Removal of culverts, disposal method (a), compaction method2Each
20701Earthwork Geosynthetics, Type 63,900Square Yard
25101Placed riprap, class 2, including geotextile fabric115Cubic Yard
25502Select granular backfill200Cubic Yard
26101Reinforced Soil Slope (Contractor Designed)3,560SF VF
30115Aggregate surface course, grading b, compaction method c35Cubic Yard
60201-2460 inch pipe culvert, CMP, 16 ga, compaction method c92Foot
60502Geocomposite underdrain system1Each
60504Geocomposite sheet drain system30Square Yard
62901Erosion Control Mat470Square Yard
Subtotal Site 1
*SF VF= Square Foot Vertical Face
Site 2
Road Number 20S05.3
Station 12+50 to 18+00
PayEstimatedPayUnitItem
ItemItem DescriptionQuantityUnitCostCost
15101Mobilization1Lump Sum
15210Construction Staking1Each
15401Contractor Sampling and Testing1Each
15704Slope drains375Foot
15713Erosion Control1Each
20102Clearing and grubbing, disposal method a, compaction method c0.5Acre
20302Removal of culverts, disposal method (a), compaction method1Each
20701Earthwork Geosynthetics, Type 66,200Square Yard
25101Placed riprap, class 2,220Cubic Yard
25502Select granular backfill380Cubic Yard
26101Reinforced Soil Slope (Contractor Designed)3,200SF VF
30115Aggregate surface course, grading b, compaction method c100Cubic Yard
60201-2424 inch pipe culvert, CMP, 16 ga, compaction method c158Foot
60201-2448 inch pipe culvert, CMP, 16 ga, compaction method c (Drop Inlet)12Foot
60207End section for 24 inch pipe culvert3Each
60406Inlet grate (48")3Each
60502Geocomposite underdrain system1Each
60504Geocomposite sheet drain system65Square Yard
62901Erosion Control Mat585Square Yard
Subtotal Site 2
SF VF= Square Foot Vertical Face
Site 6
Road Number 20S05.3
Station 39+25 to 39+75
PayEstimatedPayUnitItem
ItemItem DescriptionQuantityUnitCostCost
15101Mobilization1Lump Sum
15210Construction Staking1Each
15401Contractor Sampling and Testing1Each
15704Slope drains130Foot
15713Erosion Control1Each
20102Clearing and grubbing, disposal method a, compaction method c0.5Acre
20302Removal of culverts, disposal method (a), compaction method1Each
20701Earthwork Geosynthetics, Type 62,300Square Yard
25101Placed riprap, class 2,30Cubic Yard
25502Select granular backfill250Cubic Yard
60201-2436 inch pipe culvert, CMP, 16 ga, compaction method c188Foot
60201-2460 inch pipe culvert, CMP, 16 ga, compaction method c (Drop Inlet)6Foot
60406Inlet grate (60")2Each
26101Reinforced Soil Slope (Contractor Designed)2,100SF VF
30115Aggregate surface course, grading b, compaction method c9Cubic Yard
60502Geocomposite underdrain system1Each
60504Geocomposite sheet drain system150Square Yard
62901Erosion Control Mat390Square 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
PayEstimatedPayUnitItem
ItemItem DescriptionQuantityUnitCostCost
15101Mobilization1Lump Sum
15210Construction Staking1Each
15401Contractor Sampling and Testing1Each
15704Slope drains125Foot
15713Erosion Control1Each
20102Clearing and grubbing, disposal method a, compaction method c0.5Acre
20302Removal of culverts, disposal method (a), compaction method1Each
20701Earthwork Geosynthetics, Type 61,700Square Yard
25101Placed riprap, class 2,40Cubic Yard
25502Select granular backfill350Cubic Yard
26101Reinforced Soil Slope (Contractor Designed)2,700SF VF
30115Aggregate surface course, grading b, compaction method c22Cubic Yard
60201-2436 inch pipe culvert, CMP, 16 ga, compaction method c168Foot
60201-2460 inch pipe culvert, CMP, 16 ga, compaction method c (Drop Inlet)6Foot
60406Inlet grate (60")2Each
60502Geocomposite underdrain system1Each
60504Geocomposite sheet drain system120Square Yard
62901Erosion Control Mat370Square 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
PayEstimatedPayUnitItem
ItemItem DescriptionQuantityUnitCostCost
15101Mobilization1Lump Sum
15210Construction Staking1Each
15401Contractor Sampling and Testing1Each
15704Slope Drain25Foot
15713Erosion Control1Each
20102Clearing and grubbing, disposal method a, compaction method c0.5Acre
20302Removal of culverts, disposal method (a), compaction method1Each
20701Earthwork Geosynthetics, Type 6275Square Yard
60201Overside Drain1Each
25101Placed riprap, class 2,16Cubic Yard
25502Select granular backfill300Cubic Yard
26101Reinforced Soil Slope (Contractor Designed)450SF VF
30115Aggregate surface course, grading b, compaction method c18Cubic Yard
60502Geocomposite underdrain system1Each
60504Geocomposite sheet drain system40Square Yard
62901Erosion Control Mat95Square Yard
Subtotal Site 3
SF VF= Square Foot Vertical Face
Site 5
Road Number 20S05.3
Station 37+85 to 38+12
PayEstimatedPayUnitItem
ItemItem DescriptionQuantityUnitCostCost
15101Mobilization1Lump Sum
15210Construction Staking1Each
15401Contractor Sampling and Testing1Each
15704Slope drains70Foot
15713Erosion Control1Each
20102Clearing and grubbing, disposal method a, compaction method c0.5Acre
20302Removal of culverts, disposal method (a), compaction method1Each
20701Earthwork Geosynthetics, Type 6400Square Yard
25101Placed riprap, class 2,10Cubic Yard
25502Select granular backfill150Cubic Yard
26101Reinforced Soil Slope (Contractor Designed)1,000SF VF
30115Aggregate surface course, grading b, compaction method c5Cubic Yard
60201Overside Drain1Each
60502Geocomposite underdrain system1Each
60504Geocomposite sheet drain system150Square Yard
62901Erosion Control Mat125Square Yard
Subtotal Site 5
Site 7
Road Number 20S05.3
Station 39+25 to 39+75
PayEstimatedPayUnitItem
ItemItem DescriptionQuantityUnitCostCost
15101Mobilization1Lump Sum
15210Construction Staking1Each
15401Contractor Sampling and Testing1Each
15704Slope drains65Foot
15713Erosion Control1Each
20102Clearing and grubbing, disposal method a, compaction method c0.5Acre
20302Removal of culverts, disposal method (a), compaction method1Each
20701Earthwork Geosynthetics, Type 6325Square Yard
25101Placed riprap, class 2,21Cubic Yard
25502Select granular backfill150Cubic Yard
60201-2436 inch pipe culvert, CMP, 16 ga, compaction method c55Foot
60201-2448 inch pipe culvert, CMP, 16 ga, compaction method c (Drop Inlet)3Foot
60406Inlet grate (48")1Each
26101Reinforced Soil Slope (Contractor Designed)66SF VF
30115Aggregate surface course, grading b, compaction method c8Cubic Yard
60502Geocomposite underdrain system1Each
60504Geocomposite sheet drain system8Square Yard
62901Erosion Control Mat7Square Yard
Subtotal Site 7

Total Bid Option 2

Combined Total (Base + Option 1 + Option 2)

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