Att.2 - C04 - Schedule of Items.xlsx

XLSX spreadsheet 13 KB Posted

Attached to
Trickel Park Road Asphalt Grand Mesa, Uncompahgre, and Gunnison National Forest, Colorado
Solicitation number
1240LT26Q0156
Issued by

About this file

This is a Schedule of Items attachment for a Request for Quotation (RFQ) solicitation for road rehabilitation work at Trickel Park Road in the Grand Mesa, Uncompahgre, and Gunnison National Forest, Colorado. The file is formatted as an Excel spreadsheet and serves as the pricing template where contractors must provide cost estimates for the itemized work breakdown associated with the project.

The solicitation 1240LT26Q0156 is issued by the Department of Agriculture Forest Service as a Total Small Business Set-Aside with a size standard of $45 million. The project includes road rehabilitation activities encompassing asphalt concrete pavement, subgrade improvement, and culvert installations, with technical requirements detailed in FP-14, the Forest Service Supplemental Specifications, and engineering plans. Contractors must submit quotations with a bid bond/offer guarantee of 20% of the total offer price (not to exceed $3 million) on Standard Form 24, along with 100% Performance and Payment Bonds using Standard Forms 25 and 25A. The applicable NAICS code is 237310 for Highway, Street, and Bridge Construction. All responsible sources may submit quotations, and a mandatory site visit is required per solicitation details.

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SOI TEMPLATE

USDA Forest Service Rocky Mountain Region

Grand Mesa, Uncompahgre, and Gunnison National Forests (GMUG)
Trickel Park Road Asphalt
SCHEDULE OF ITEMS
Vendor Name:
UEI#
CLIN 0001
Pay Item #DescriptionQuantity Designation
(See FP 109.05)UnitQuantityUnit PriceAmount
15101-0000MobilizationContractLump SumALL
15215-3000Construction Survey and Staking. Drainage StructuresActualEach10
15225-0000Construction Survey and Staking. Slope, Reference, and Clearing and Grubbing ControlContractMile1.01
15236-2000Construction Survey and Staking. Grade FinishingContractMile1.01
15301-0000Contractor Quality ControlContractLump SumALL
15401-0000Contractor Sampling and TestingContractLump SumALL
15501-0000Schedules for Construction Contracts. Critical Path MethodContractLump SumALL
15701-0000Soil Erosion and Sediment Control. Soil Erosion ControlContractLump SumALL
15720-0000Soil Erosion and Sediment Control. Storm Water Pollution Prevention PlanContractLump SumALL
15802-0000Watering for Dust ControlContractLump SumALL
20102-0000Clearing and GrubbingContractLump SumALL
20301-1900Removal of Structures and Obstructions, Culvert Removal, Disposal Method A - Remove from ProjectActualEach9
20301-2400Removal of Structures and Obstructions. Sign RemovalContractEach2
20401-0000Excavation and Embankment. Roadway Excavation. Tolerance Class A.ContractCubic Yard437
20402-0000Excavation and Embankment. Sub Excavation. Tolerance Class AContractCubic Yard37
20815-0000Structure Excavation and Backfill. CofferdamsContractLump SumALL
20820-0000Structure Excavation and Backfill. DewateringContractLump SumALL
25101-0200Riprap. Class II, Method AContractCubic Yard18
30202-2000Minor Crushed Aggregate. Roadway Aggregate, Method 2ActualTon2184
40301-0000Asphalt Concrete Pavement (PG 58-28)ActualTon2645
40601-0000Fog SealContractTon8.1
41101-1000Asphalt Prime Coat, Method 1ContractTon11.1
41105-0000Asphalt Prime Coat, BlotterContractTon5
41201-0000Asphalt Tack CoatContractTon5.6
60103-0100Minor Concrete Structures. Concrete Headwall for 18-inch pipe culvertActualEach1
60103-0140Minor Concrete Structures. Concrete Headwall for 24-inch pipe culvertActualEach6
60201-0600Culverts and Drains. 18-inch Pipe CulvertActualLinear Foot122
60201-0800Culverts and Drains. 24-inch Pipe CulvertActualLinear Foot215
60210-0600Culverts and Drains. End Section for 18-inch Pipe CulvertActualEach6
60210-0800Culverts and Drains. End Section for 24-inch Pipe CulvertActualEach7
63501-0000Temporary Traffic ControlContractLump SumALL
TOTAL CLIN 0001:
Schedule of Items Notes:

(1) Refer to the plans for additional information relative to the pay items and expectations.

(2) In the case of discrepancy by the contractor between the unit price and the total price, then the unit price will govern.

(3) All individual line-item pricing provided shall be rounded up to the nearest whole dollar, do not include cents, the total pricing should equate to the individual line-item amounts.

&11USDA Forest Service Rocky Mountain Region

Page &P of &N &"Arial,Italic"&8RPG QE Template 2025_v01draft

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