Attachment 1 - Schedule of Items.xls
XLS spreadsheet 202 KB Posted
- Attached to
- Stunner Bridge Repair Federal contract opportunity
- Solicitation number
- 1240LT22R0026
- Issued by
- Department of Agriculture Forest Service
About this file
This document contains a schedule of items and related federal contract opportunity for bridge repair work. The schedule of items lists various construction tasks and materials required to repair the Stunner Bridge located in Rio Grande National Forest, Colorado. Work includes removing the existing bridge, excavating footings, installing asphalt paving, constructing abutments and wingwalls, erecting steel girders, placing concrete decking, finishing grading and seeding. The federal contract opportunity is set aside for 8(a) businesses and has an estimated value between $500,000 to $1,000,000. The sole award contract will be for firm-fixed price and is issued by the Department of Agriculture Forest Service to repair the Stunner Bridge over the Alamosa River, which is located approximately 28 miles west of Monte Vista, Colorado.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Attachment 6 - Questions and Answers.pdf | ||
| 1240LT22R0026-0002.pdf | ||
| 1240LT22R0026-P0001.pdf | ||
| Attachment 3 - Stunner Bridge Plans.pdf | ||
| Attachment 4 - Stunner Bridge Specifications.pdf | ||
| RFP 1240LT22R0026 - Stunner Bridge Repair.pdf | ||
| Attachment 5 - WD CO20220012.pdf | ||
| Attachment 1 - Schedule of Items.xls | XLS spreadsheet | |
| Attachment 2 - Statement of Work.pdf |
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Text version
SOI
| USDA Forest Service | |||||
| SCHEDULE OF ITEMS | |||||
| Rio Grande National Forest | |||||
| Stunner Bridge Repair | |||||
| PAY ITEM | DESCRIPTION | UNIT | QTY | UNIT PRICE | TOTAL |
| 150 - Project Requirements | |||||
| 151(01) | Mobilization | Lump Sum | 1 | $ - 0 | |
| 152(01) | Construction survery and staking | Lump Sum | 1 | $ - 0 | |
| 152(14) | Bridge survey and staking | Lump Sum | 1 | $ - 0 | |
| 154(01) | Contractor testing | Lump Sum | 1 | $ - 0 | |
| 157(01) | Soil erosion control | Lump Sum | 1 | $ - 0 | |
| 200 - Earthworks | |||||
| 201(03) | Clearing and grubbing | Acre | 0.5 | $ - 0 | |
| 203(01) | Removal of bridge (bridge and abutments) | Each | 1 | $ - 0 | |
| 203(02) | Removal of guardrail | Linear Feet | 100 | $ - 0 | |
| 204(20) | Embankment construction (permanent) | Cubic Yard | 385 | $ - 0 | |
| 208(01) | Structure excavation | Cubic Yard | 182 | $ - 0 | |
| 208(03) | Structural backfill | Cubic Yard | 253 | $ - 0 | |
| 208(04) | Structural backfill, existing screened | Cubic Yard | 1,250 | $ - 0 | |
| 208(20) | Dewatering | Lump Sum | 1 | $ - 0 | |
| 211(02) | Roadway obliteration, method 1 | Square Feet | 7,650 | $ - 0 | |
| 250 - Slope Reinforcement and Retaining Walls | |||||
| 251(05) | Keyed Riprap, Method A | Cubic Yard | 264 | $ - 0 | |
| 300 - Aggregate and Base Courses | |||||
| 301(01) | Aggregate base, class 6 (commercially furnished) | Ton | 950 | $ - 0 | |
| 302(01) | Roadway aggregate, 6-inch depth | Ton | 95 | $ - 0 | |
| 302(03) | Roadway aggregate, reuse existing, 6-inch depth | Ton | 95 | $ - 0 | |
| 400 - Asphalt Pavements and Surface Treatments | |||||
| 418(01) | Asphaltic concrete pavement, 7-inch depth | Ton | 66 | $ - 0 | |
| 550 - Bridge Construction | |||||
| 552(01) | Structural concrete, class C (AE) | Cubic Yard | 166 | $ - 0 | |
| 554(01) | Reinforcing steel | LB | 6,000 | $ - 0 | |
| 554(01) | Reinforcing steel, epoxy coated | LB | 17,515 | $ - 0 | |
| 555(01) | Structural steel | Lump Sum | 1 | $ - 0 | |
| 556(01) | TXDOT T1W Bridge railing | Linear Feet | 141 | $ - 0 | |
| 563(01) | Painting, concrete structure | Lump Sum | 1 | $ - 0 | |
| 564(01) | Bearing device, elastomeric | Each | 4 | $ - 0 | |
| 600 - Incidental Construction | |||||
| 613(01) | Simulated stone masonry surface treatment | Square Yard | 88 | $ - 0 | |
| 617(01) | Guardrail system (Type 3, class A steel or wood | Linear Feet | 175 | $ - 0 | |
| 617(02) | Terminal section | Each | 4 | $ - 0 | |
| 624(07) | Placing conserved topsoil, 3-inch depth | Cubic Yard | 40 | $ - 0 | |
| 625(10) | Seeding, dry method | Square Yard | 485 | $ - 0 | |
| 625(15) | Mulching, dry method | Square Yard | 485 | $ - 0 | |
| 629(01) | Rolled erosion control product, type 2.B | Square Yard | 18 | $ - 0 | |
| 633(01) | Sign system | Each | 6 | $ - 0 | |
| 633(08) | Object marker | Each | 4 | $ - 0 | |
| 635(01) | Temporary traffic control | Lump Sum | 1 | $ - 0 | |
| Project Total | $ - 0 |
File details come from the government source that posted it. Updated .