Attachment 9 Continuation of Section B Price Schedule.xls
XLS spreadsheet 41 KB Posted
- Attached to
- FLORIDA DITCH AND CANAL LINING Federal contract opportunity
- Solicitation number
- 140R4021R0007
About this file
This document is a price schedule attachment for a federal contract solicitation to line canals in Florida. The solicitation is for lining approximately 11,444 linear feet of canals and includes various concrete and earthwork items. Price schedule line items include mobilization, removal of existing features, concrete cutoff walls, concrete structures for 270 canal sections, shotcrete, guardrails, grating walkways, safety pipes, ladders, water control, earthwork, underdrains, excavation of unsuitable material, refill material, geotextile, gravel surfacing, horizontal directional drilling, drain inlets, culverts, canal gates, and PVC liner. The total price is listed as $0.00 as unit pricing is not included. The solicitation number is 140R4021R0007 and was issued by the Department of the Interior Bureau of Reclamation for the Florida Ditch and Canal Lining project.
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Text version
SCHEDULE
| Florida Canal Lining Project | |||||||||||||||||
| CLIN | Section | Supplies or Services | Quantity and Unit | Unit Price | Amount | Cost from GHC Fishscreen | Sept. 2004 to present adjustment | multiplication factor | adjusted cost | Cost from RWPC Fishscreen | Sept. 2004 to present adjustment | multiplication factor | adjusted cost | Cost from hogback estimate | Sept. 2009 to present adjustment | multiplication factor | adjusted cost |
| 1 | WBR 1452.232-81 | Mobilization and preparatory work Est. 5% of Subtotal | For the lump sum of | ||||||||||||||
| 2 | 02 41 07 | Removal and Disposal of Existing Features | For the lump sum of | ||||||||||||||
| 3 | 03 30 00 | Concrete for Cutoff Wall | For the lump sum of | 471 | Canal Structures 270 to 334 | 1.237 | 582.63 | 736.98 | Canal Structures 270 to 334 | 1.237 | 911.64 | 736.98 | Canal Structures 329 to 334 | 1.237 | 911.64 | ||
| 4 | 03 30 00 | Concrete for Check 1 and Turnout Box | 17 | $ - 0 | |||||||||||||
| yd3 | |||||||||||||||||
| 5 | 03 30 00 | Concrete for Check 2 and Turnout Structure Modifications | 12 | $ - 0 | |||||||||||||
| yd3 | |||||||||||||||||
| 6 | 03 30 00 | Concrete for Culvert 1 Modifications | 5 | $ - 0 | |||||||||||||
| yd3 | |||||||||||||||||
| 7 | 03 30 00 | Concrete for Culvert 3 Modifications | 5 | $ - 0 | |||||||||||||
| yd3 | |||||||||||||||||
| 8 | 03 30 00 | Concrete for Culvert 4 Modifications | 6 | $ - 0 | |||||||||||||
| yd3 | |||||||||||||||||
| 9 | 03 30 00 | Concrete for Culvert 5 Modifications | 4 | $ - 0 | |||||||||||||
| yd3 | |||||||||||||||||
| 10 | 03 37 10 | Shotcrete | 31,470 | $ - 0 | |||||||||||||
| yd2 | |||||||||||||||||
| 11 | 05 50 00 | Guardrail | 96 | $ - 0 | |||||||||||||
| Lf | |||||||||||||||||
| 12 | 05 50 00 | Grating Walkway | 60 | $ - 0 | |||||||||||||
| Lf | |||||||||||||||||
| 13 | 05 50 00 | Pipe Overchutes | 6 | $ - 0 | |||||||||||||
| Each | |||||||||||||||||
| 14 | 05 50 00 | Additional 12-inch Pipe Sections | 2 | $ - 0 | |||||||||||||
| Each | |||||||||||||||||
| 15 | 05 51 50 | Safety Ladders | 38 | $ - 0 | |||||||||||||
| Each | |||||||||||||||||
| 16 | 31 03 33 | Removal and Control of Water | For the lump sum of | ||||||||||||||
| 17 | 31 23 11 | Earthwork for Canal | 11444 | $ - 0 | |||||||||||||
| Lf | |||||||||||||||||
| 18 | 31 23 11 | Canal Underdrain | 11550 | $ - 0 | |||||||||||||
| Lf | |||||||||||||||||
| 19 | 31 23 11 | Earthwork for Cast-in-Place Structures | For the lump sum of | ||||||||||||||
| 20 | 31 23 11 | Excavation of Unsuitable Material | 500 | $ - 0 | |||||||||||||
| yd3 | |||||||||||||||||
| 21 | 31 23 11 | Refill Material for Unsuitable Material | 500 | $ - 0 | |||||||||||||
| yd3 | |||||||||||||||||
| 22 | 31 32 32 | Geotextile | 11444 | $ - 0 | |||||||||||||
| Lf | |||||||||||||||||
| 23 | 32 15 10 | Gravel Surfacing | 11,458 | $ - 0 | |||||||||||||
| Lf | |||||||||||||||||
| 24 | 33 05 22 | Horizontal Directional Drilling | For the lump sum of | ||||||||||||||
| 25 | 33 42 30 | Corrugated Metal Pipe Drain Inlets | 12 | $ - 0 | |||||||||||||
| Each | |||||||||||||||||
| 26 | 33 42 30 | Corrugated Metal Pipe Culverts | 2 | $ - 0 | |||||||||||||
| Each | |||||||||||||||||
| 27 | 35 22 10 | 10-inch Canal Gates | 2 | $ - 0 | |||||||||||||
| Each | |||||||||||||||||
| 28 | 35 47 00 | PVC Canal Liner | 11444 | $ - 0 | |||||||||||||
| Lf | |||||||||||||||||
| 29 | 35 69 20 | Safety Cables with Floats | 9 | $ - 0 | |||||||||||||
| Each | |||||||||||||||||
| TOTAL FOR SCHEDULE | $0.00 |
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