Attachment 2 - SOI Gibb Wash Bridge Replacement.xlsx

XLSX spreadsheet 14 KB Posted

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GAOA Gibb Wash Bridge Replacement, Coronado National Forest
Solicitation number
127EAX26Q0022
Issued by

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This is a Schedule of Items (SOI) pricing template for the Gibb Wash Bridge Replacement project on the Coronado National Forest under solicitation 127EAX26Q0022. The document outlines 21 line items required for the bridge replacement and associated roadwork, with contractors required to input unit prices for each item. The work includes mobilization and bonding, construction survey and staking, soil erosion and pollution control, clearing and grubbing, structure removal, roadway excavation (1,900 cubic yards), embankment construction (943 cubic yards), mechanically stabilized earth wall installation (1,510 square feet), structural concrete (25 cubic yards), pipe culvert installation (30 linear feet), a structural plate arch (28 linear feet), guardrail systems (175 linear feet), seeding, temporary traffic control, and channel reconstruction. Payment for all items is calculated by multiplying contractor-submitted unit prices by designated or actual quantities, with the total contract amount determined by the sum of all line item costs. Contractors must verify all pricing data, including auto-calculated cells, as the Government assumes no liability for calculation errors. This is a small business set-aside solicitation issued as a Request for Quotation (RFQ), with the Department of Agriculture Forest Service as the contracting agency and a small business size standard of $45 million.

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Sheet1

GIBB WASH BRIDGE REPLACEMENT
CORONADO NATIONAL FOREST
127EAX26Q0022
SCHEDULE OF ITEMS
Item No.Pay
ItemDescriptionMethod of
MeasurementQuantityPay UnitUnit
PriceTotal
0001AA15101Mobilization, includes bondingLSQ1LS$ - 0$ - 0
0001AB15201Construction survey and staking; method I, tolerance ALSQ1LS$ - 0$ - 0
0001AC15713Soil erosion and pollution controlLSQ1LS$ - 0$ - 0
0001AD20101Clearing and grubbing, disposal method (f) ScatteringLSQ1LS$ - 0$ - 0
0001AE20301Removal of structures and obstructionsLSQ1LS$ - 0$ - 0
0001AF20401Roadway excavation, compaction placement method 2, tolerance class BAQ1900CY$ - 0$ - 0
0001AG20416Embankment construction, compaction placement method 2, tolerance class BAQ943CY$ - 0$ - 0
0001AH20801Structure excavationAQ150CY$ - 0$ - 0
00001AI21102Roadway obliteration, method 2LSQ1LS$ - 0$ - 0
0001AJ25501Mechanically stabilized earth wall, type welded wireAQ1510SF$ - 0$ - 0
0001AK26051Rock DowelsAQ36EA$ - 0$ - 0
0001AL30115Aggregate Surface Course, Grade G, Compaction Method BAQ240CY$ - 0$ - 0
0001AM55201Structural concrete, Class AAQ25CY$ - 0$ - 0
0001AN56351Weathering AgentLSQ1LS$ - 0$ - 0
0001AO6020124 inch pipe culvert, Galvanized CMP, min gage 16, compaction method 6AQ30LF$ - 0$ - 0
0001AP6030528'-1" Span x 9'-6" Rise, Structural Plate Low Profile ArchAQ28LF$ - 0$ - 0
0001AQ61701Guardrail system G4, type I, class A, crash test level 2 (TL-2)AQ175LF$ - 0$ - 0
0001AR61702Terminal section, type Tangent, crash test level 2 (TL-2)AQ4EA$ - 0$ - 0
0001AS62550Seeding, dry methodLSQ1LS$ - 0$ - 0
0001AT63501Temporary traffic controlLSQ1LS$ - 0$ - 0
0001AU64851Channel ReconstructionLSQ1LS$ - 0$ - 0
TOTAL AMOUNT$ - 0
Designated Method of Measurement:
DQ - designated quantities; AQ - actual quantities; LSQ - lump sum quantities
NOTE 1: Contractor input Unit Prices
NOTE 2: Auto Calculated Values
NOTE 3: Submission of the SOI represents the Contractors commitment to the data herein. It is the responsibility of the Contractor to verify that all values presented in the SOI, including auto-calculated cells, accurately represent the Contractor's intended price elements. The Government shall not be held liable for any errors in calculation or pricing data.
NOTE 4: Payment for bond premiums in accordance with AGAR Clause 452.232-71, Progress Payments for Commercial Construction Contracts, shall not be in addition to the contract price, but may be included under Mobilization.

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