Attch 6 - Pricing Worksheet.xlsx
XLSX spreadsheet 18 KB Posted
- Attached to
- SLICK ROCK CULVERT REPLACEMENT Federal contract opportunity
- Solicitation number
- 140L0621R0001
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Attch 8 - Amend 0001 SLICK ROCK CULVERTS Specs REVISED_0001.pdf | ||
| Attch 9 - Amend 0001 140L0621R0001 Cont Pages REVISED_0001.pdf | ||
| Attch 7 - Amend 0001 Questions_Answers and Attendees List_0001.pdf | ||
| Sol_140L0621R0001_Amd_0001.pdf | ||
| Attch 3 - Haekel_Road_Site_Two_11x17 (2).pdf | ||
| Attch 2 - Haekel_Road_Site_One_11x17 (4).pdf | ||
| Sol_140L0621R0001.pdf | ||
| Attch 5 - Wage Determinations.pdf | ||
| Attch 4 - Slick Rock Culvert Bridge Model Updated Final.pdf | ||
| Attch 1 - Final SLICK ROCK CULVERTS Specs Third Site.pdf |
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Text version
Unit Cost Summary
| UNITED STATES DEPARTMENT OF THE INTERIOR |
| BUREAU OF LAND MANAGEMENT |
CONTRACT ESTIMATE SUMMARY
| Contract/Project Name | Estimator | Date | |
| Slick Rock Culvert Bridge & Second culvert location | |||
| Project Location | Contract Number | ||
| Haekel Road, Safford, Arizona | |||
| Project Description | |||
| The first site consists of 5- 57”x38" corrugated steel pipe-arch culverts. The second site consists of (2) 24" round corrugated steel round pipe culverts with concrete poured around pipe exits to stop erosion. Third site is (1) 30" x 24" steel pipe-arch culvert. Replace all three (3) sites of pipes with correct sizes noted in summary of specs, cast in place cut off walls with rebar on first site, place grouted rip-rap at all 3 sites, and place an aggregate base and asphalt layer to finish roadway. |
Item Spec. Bid No. Description Unit Quantity Unit Price Cost Amount
| 1 | Mobilization/Demobilization | LS | 1.00 | $ - 0 | $ - 0 |
| 2 | Demolition | LS | 1.00 | $ - 0 | $ - 0 |
| 3 | Earthwork | LS | 1.00 | $ - 0 | $ - 0 |
| 4 | Asphalt/base aggregate (detour roads get dirt only) | Ton | 200.00 | $ - 0 | $ - 0 |
| 5 | Culverts | LS | 1.00 | $ - 0 | $ - 0 |
| 6 | Rip-Rap 6" - 9" | Ton | 30.00 | $ - 0 | $ - 0 |
| 7 | Concrete/rebar (cut off walls only slick rock culvert bridge location site 1)/grout for grouted rip rap | LS | 1.00 | $ - 0 | $ - 0 |
| 8 | Permanent Pavement Markings | LF | 200.00 | $ - 0 | $ - 0 |
| 9 | Clean-up/Incidentals | LS | 1.00 | $ - 0 | $ - 0 |
| 10 | Testing | LS | 1.00 | $ - 0 | $ - 0 |
| Overhead | $ - 0 | $ - 0 |
| Profit | $ - 0 | $ - 0 |
| Bond | $ - 0 | $ - 0 |
Total Construction Cost
File details come from the government source that posted it. Updated .