Attachment 2 - SOI Gibb Wash Bridge Replacement.xlsx
XLSX spreadsheet 14 KB Posted
- Solicitation number
- 127EAX26Q0022
- Issued by
-
Department of Agriculture Forest Service
About this file
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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Text version
Sheet1
| GIBB WASH BRIDGE REPLACEMENT | ||||||||
| CORONADO NATIONAL FOREST | ||||||||
| 127EAX26Q0022 | ||||||||
| SCHEDULE OF ITEMS | ||||||||
| Item No. | Pay | |||||||
| Item | Description | Method of | ||||||
| Measurement | Quantity | Pay Unit | Unit | |||||
| Price | Total | |||||||
| 0001AA | 15101 | Mobilization, includes bonding | LSQ | 1 | LS | $ - 0 | $ - 0 | |
| 0001AB | 15201 | Construction survey and staking; method I, tolerance A | LSQ | 1 | LS | $ - 0 | $ - 0 | |
| 0001AC | 15713 | Soil erosion and pollution control | LSQ | 1 | LS | $ - 0 | $ - 0 | |
| 0001AD | 20101 | Clearing and grubbing, disposal method (f) Scattering | LSQ | 1 | LS | $ - 0 | $ - 0 | |
| 0001AE | 20301 | Removal of structures and obstructions | LSQ | 1 | LS | $ - 0 | $ - 0 | |
| 0001AF | 20401 | Roadway excavation, compaction placement method 2, tolerance class B | AQ | 1900 | CY | $ - 0 | $ - 0 | |
| 0001AG | 20416 | Embankment construction, compaction placement method 2, tolerance class B | AQ | 943 | CY | $ - 0 | $ - 0 | |
| 0001AH | 20801 | Structure excavation | AQ | 150 | CY | $ - 0 | $ - 0 | |
| 00001AI | 21102 | Roadway obliteration, method 2 | LSQ | 1 | LS | $ - 0 | $ - 0 | |
| 0001AJ | 25501 | Mechanically stabilized earth wall, type welded wire | AQ | 1510 | SF | $ - 0 | $ - 0 | |
| 0001AK | 26051 | Rock Dowels | AQ | 36 | EA | $ - 0 | $ - 0 | |
| 0001AL | 30115 | Aggregate Surface Course, Grade G, Compaction Method B | AQ | 240 | CY | $ - 0 | $ - 0 | |
| 0001AM | 55201 | Structural concrete, Class A | AQ | 25 | CY | $ - 0 | $ - 0 | |
| 0001AN | 56351 | Weathering Agent | LSQ | 1 | LS | $ - 0 | $ - 0 | |
| 0001AO | 60201 | 24 inch pipe culvert, Galvanized CMP, min gage 16, compaction method 6 | AQ | 30 | LF | $ - 0 | $ - 0 | |
| 0001AP | 60305 | 28'-1" Span x 9'-6" Rise, Structural Plate Low Profile Arch | AQ | 28 | LF | $ - 0 | $ - 0 | |
| 0001AQ | 61701 | Guardrail system G4, type I, class A, crash test level 2 (TL-2) | AQ | 175 | LF | $ - 0 | $ - 0 | |
| 0001AR | 61702 | Terminal section, type Tangent, crash test level 2 (TL-2) | AQ | 4 | EA | $ - 0 | $ - 0 | |
| 0001AS | 62550 | Seeding, dry method | LSQ | 1 | LS | $ - 0 | $ - 0 | |
| 0001AT | 63501 | Temporary traffic control | LSQ | 1 | LS | $ - 0 | $ - 0 | |
| 0001AU | 64851 | Channel Reconstruction | LSQ | 1 | LS | $ - 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. |
OFFEROR NAME:
SAM UEI #:
DATE:
File details come from the government source that posted it. Updated .