Attachment 1 - Schedule of Items.xls
XLS spreadsheet 205 KB Posted
- Attached to
- Stunner Bridge Repair Federal contract opportunity
- Solicitation number
- 1240LT22R0026
- Issued by
- Department of Agriculture Forest Service
About this file
This solicitation and schedule of items are for the repair of the Stunner Bridge located in the Rio Grande National Forest in Colorado. The U.S. Forest Service will award a single firm-fixed price contract between $500,000 to $1,000,000 to remove the existing bridge and construct a new bridge over the Alamosa River. The successful offeror must be an 8(a) certified small business. The scope of work includes traffic control, clearing and grubbing, road and bridge removal, excavation, structural work, concrete work, steel erection, railings, asphalt paving, erosion control, grading, seeding and other items. Pricing is provided for various pay items in the schedule of items attachment. The contract location is the bridge over the Alamosa River on FSR 250 southwest of Monte Vista, Colorado. The solicitation number is 1240LT22R0026.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Attachment 6 - Questions and Answers.pdf | ||
| 1240LT22R0026-0002.pdf | ||
| Attachment 1 - Schedule of Items.xls | XLS spreadsheet | |
| 1240LT22R0026-P0001.pdf | ||
| RFP 1240LT22R0026 - Stunner Bridge Repair.pdf | ||
| Attachment 5 - WD CO20220012.pdf | ||
| Attachment 3 - Stunner Bridge Plans.pdf | ||
| Attachment 4 - Stunner Bridge Specifications.pdf | ||
| 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 | $ 30,000.00 | $ 30,000.00 |
| 152(01) | Construction survery and staking | Lump Sum | 1 | $ 12,000.00 | $ 12,000.00 |
| 152(14) | Bridge survey and staking | Lump Sum | 1 | $ 5,000.00 | $ 5,000.00 |
| 154(01) | Contractor testing | Lump Sum | 1 | $ 5,000.00 | $ 5,000.00 |
| 157(01) | Soil erosion control | Lump Sum | 1 | $ 10,000.00 | $ 10,000.00 |
| 200 - Earthworks | |||||
| 201(03) | Clearing and grubbing | Acre | 0.5 | $ 7,500.00 | $ 3,750.00 |
| 203(01) | Removal of bridge (bridge and abutments) | Each | 1 | $ 45,000.00 | $ 45,000.00 |
| 203(02) | Removal of guardrail | Linear Feet | 100 | $ 5.00 | $ 500.00 |
| 204(20) | Embankment construction (permanent) | Cubic Yard | 385 | $ 25.00 | $ 9,625.00 |
| 208(01) | Structure excavation | Cubic Yard | 182 | $ 35.00 | $ 6,370.00 |
| 208(03) | Structural backfill | Cubic Yard | 253 | $ 50.00 | $ 12,650.00 |
| 208(04) | Structural backfill, existing screened | Cubic Yard | 1,250 | $ 5.00 | $ 6,250.00 |
| 208(20) | Dewatering | Lump Sum | 1 | $ 25.00 | $ 25.00 |
| 211(02) | Roadway obliteration, method 1 | Square Feet | 7,650 | $ 10.00 | $ 76,500.00 |
| 250 - Slope Reinforcement and Retaining Walls | |||||
| 251(05) | Keyed Riprap, Method A | Cubic Yard | 264 | $ 100.00 | $ 26,400.00 |
| 300 - Aggregate and Base Courses | |||||
| 301(01) | Aggregate base, class 6 (commercially furnished) | Ton | 950 | $ 60.00 | $ 57,000.00 |
| 302(01) | Roadway aggregate, 6-inch depth | Ton | 95 | $ 60.00 | $ 5,700.00 |
| 302(03) | Roadway aggregate, reuse existing, 6-inch depth | Ton | 95 | $ 20.00 | $ 1,900.00 |
| 400 - Asphalt Pavements and Surface Treatments | |||||
| 418(01) | Asphaltic concrete pavement, 7-inch depth | Ton | 66 | $ 240.00 | $ 15,840.00 |
| 550 - Bridge Construction | |||||
| 552(01) | Structural concrete, class C (AE) | Cubic Yard | 166 | $ 975.00 | $ 161,850.00 |
| 554(01) | Reinforcing steel | LB | 6,000 | $ 1.00 | $ 6,000.00 |
| 554(01) | Reinforcing steel, epoxy coated | LB | 17,515 | $ 1.50 | $ 26,272.50 |
| 555(01) | Structural steel | Lump Sum | 1 | $ 132,970.00 | $ 132,970.00 |
| 556(01) | TXDOT T1W Bridge railing | Linear Feet | 141 | $ 225.00 | $ 31,725.00 |
| 563(01) | Painting, concrete structure | Lump Sum | 1 | $ 3,000.00 | $ 3,000.00 |
| 564(01) | Bearing device, elastomeric | Each | 4 | $ 1,250.00 | $ 5,000.00 |
| 600 - Incidental Construction | |||||
| 613(01) | Simulated stone masonry surface treatment | Square Yard | 88 | $ 315.00 | $ 27,720.00 |
| 617(01) | Guardrail system (Type 3, class A steel or wood | Linear Feet | 175 | $ 200.00 | $ 35,000.00 |
| 617(02) | Terminal section | Each | 4 | $ 800.00 | $ 3,200.00 |
| 624(07) | Placing conserved topsoil, 3-inch depth | Cubic Yard | 40 | $ 2.00 | $ 80.00 |
| 625(10) | Seeding, dry method | Square Yard | 485 | $ 2.48 | $ 1,202.80 |
| 625(15) | Mulching, dry method | Square Yard | 485 | $ 2.48 | $ 1,202.80 |
| 629(01) | Rolled erosion control product, type 2.B | Square Yard | 18 | $ 15.00 | $ 270.00 |
| 633(01) | Sign system | Each | 6 | $ 750.00 | $ 4,500.00 |
| 633(08) | Object marker | Each | 4 | $ 300.00 | $ 1,200.00 |
| 635(01) | Temporary traffic control | Lump Sum | 1 | $ 20,000.00 | $ 20,000.00 |
| Project Total | $ 790,703.10 |
File details come from the government source that posted it. Updated .