C04a Attachment 1 SOI 1240LT26Q0109.xlsx
XLSX spreadsheet 18 KB Posted
- Solicitation number
- 1240LT26Q0109
- Issued by
-
Department of Agriculture Forest Service
About this file
This is a Schedule of Items (SOI) pricing template for the Buckboard Marina Water System Improvements project located in Ashley National Forest, Wyoming, under USDA Forest Service solicitation 1240LT26Q0109. The document outlines eight schedules of work with detailed line items and quantities for which offerors must provide unit and total costs.
The project encompasses comprehensive water system infrastructure improvements organized into eight major schedules: General Items including mobilization, erosion control, clearing, and material import/export (3.7 acres); New Raw Water Intake and Irrigation systems featuring multiple pumps, piping, electrical infrastructure, and appurtenances totaling over 15,000 linear feet of pipe; Underground Storage Tanks requiring six 6,000-gallon concrete tanks; Looped Water Distribution System with over 7,100 linear feet of 2-inch HDPE pipe, booster pumps, and 12 connection tie-ins; Water Meters installation of five 2-inch meters; Upgrade Treatment Plant requiring a design-build replacement system; Dock Waterline improvements at a future dock location with approximately 3,268 linear feet of piping; and Roadway Items including asphalt repairs and a waterline service road. Offerors are required to complete all unit pricing, with the total project cost calculated by extending quantities by unit costs. The template includes fields for offeror identification, UEI, date, and point of contact information. In case of bid extension errors, unit prices will govern unless otherwise determined by the Contracting Officer.
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Text version
SOI
| Buckboard Marina Water System Improvements | |||||
| Schedule of Items | |||||
| Horrocks Project #: UT-10875-25 | |||||
| Item | Unit | Total | |||
| No. | Item Description | Quantity | Unit | Cost | Cost |
| 1.00 | Schedule A - General Items | ||||
| 1.01 | Mobilization | 1 | LS | $ - 0 | |
| 1.02 | SWPPP (Erosion Control) | 1 | LS | $ - 0 | |
| 1.03 | Clear and Grub | 3.7 | AC | $ - 0 | |
| 1.04 | Construction Staking | 1 | LS | $ - 0 | |
| 1.05 | Material Import/Export | 1944 | CY | $ - 0 | |
| Subtotal | $ - 0 | ||||
| 2.00 | Schedule B - New Raw Water Intake & Irrigation | ||||
| 2.01 | 40 GPM In-Line Treatment Booster Pump (Near treatment facility) | 2 | EA | $ - 0 | |
| 2.02 | 75 GPM Pump House Booster Pump | 2 | EA | $ - 0 | |
| 2.03 | 75 GPM Submersible Water Pump | 2 | EA | $ - 0 | |
| 2.04 | Pump House Structure and Electrical | 1 | LS | $ - 0 | |
| 2.05 | Pump House Piping | 1 | LS | $ - 0 | |
| 2.06 | Electrical Transformer with Phase Converter | 1 | EA | $ - 0 | |
| 2.07 | Electrical Power Pole | 11 | EA | $ - 0 | |
| 2.08 | Overhead Elecrical Service Line to Pumphouse | 2,856 | LF | $ - 0 | |
| 2.09 | Overhead Communication Line | 4,738 | LF | $ - 0 | |
| 2.10 | Design-Build Electrical Operating System | 1 | LS | $ - 0 | |
| 2.11 | Cofferdam | 610 | LF | $ - 0 | |
| 2.12 | 3" HDPE Non-Potable Water Pipe | 5,565 | LF | $ - 0 | |
| 2.13 | 2" HDPE Non-Potable Water Pipe | 1,055 | LF | $ - 0 | |
| 2.14 | 1" Air/Vac Valves | 1 | EA | $ - 0 | |
| 2.15 | 3" Gate Valve | 6 | EA | $ - 0 | |
| 2.16 | 8" HDPE DR-21 Casing Pipe | 653 | LF | $ - 0 | |
| 2.17 | Concrete Bulk Head | 1 | LS | $ - 0 | |
| 2.18 | 48" Concrete Manhole (for in line pumps) | 3 | EA | $ - 0 | |
| 2.19 | 2" Galvanized Steel Drain Pipe to Daylight | 50 | LF | $ - 0 | |
| 2.20 | 3" Flow Meter | 1 | EA | $ - 0 | |
| Subtotal | $ - 0 | ||||
| 3.00 | Schedule C - Underground Storage Tanks | ||||
| 3.01 | 6,000 Gallon Dura-Crete Water Tank | 6 | EA | $ - 0 | |
| Subtotal | $ - 0 | ||||
| 4.00 | Schedule D - Looped Water Distribution System | ||||
| 4.01 | 40 GPM In-Line Culinary Booster Pump | 2 | EA | $ - 0 | |
| 4.02 | 2" HDPE Pipe | 7,127 | LF | $ - 0 | |
| 4.03 | 1" Air Vac Valve | 1 | EA | $ - 0 | |
| 4.04 | 2" Gate Valve (Culinary Water) | 37 | EA | $ - 0 | |
| 4.05 | Water Services | 7 | EA | $ - 0 | |
| 4.06 | Fire Hydrant - Mueller A-411 | 1 | EA | $ - 0 | |
| 4.07 | Drain Drop Manhole | 1 | EA | $ - 0 | |
| 4.08 | 4" HDPE Drain Pipe | 214 | LF | $ - 0 | |
| 4.09 | 4" Galvanized Steel Drain Pipe to Daylight | 10 | LF | $ - 0 | |
| 4.10 | Tie-In A Through L | 12 | EA | $ - 0 | |
| Subtotal | $ - 0 | ||||
| 5.00 | Schedule E - Water Meters | ||||
| 5.01 | 2" Water Meters | 5 | EA | $ - 0 | |
| Subtotal | $ - 0 | ||||
| 6.00 | Schedule F - Upgrade Treatment Plant | ||||
| 6.01 | Design Build Replacement Treatment System | 1 | LS | $ - 0 | |
| Subtotal | $ - 0 | ||||
| 7.00 | Schedule G - Dock Waterline at Future Dock Location | ||||
| 7.01 | 2" HDPE Pipe | 3,268 | LF | $ - 0 | |
| 7.02 | 1" Air/Vac Valve | 1 | EA | $ - 0 | |
| 7.03 | 2" Gate Valve (To Future Dock Location) | 6 | EA | $ - 0 | |
| Subtotal | $ - 0 | ||||
| 8.00 | Schedule H - Roadway Items | ||||
| 8.01 | Asphalt Surface Repair | 3,015 | SF | $ - 0 | |
| 8.02 | Waterline Service Road | 3,883 | LF | $ - 0 | |
| Subtotal | $ - 0 | ||||
| Total | $ - 0 | ||||
| TOTAL PROJECT COST | $ - 0 | ||||
| Offeror: | |||||
| UEI: | |||||
| DATE: | |||||
| POC NAME: | |||||
| POC EMAIL: | |||||
| In the event of an error in extending the bid prices, unit prices will govern, unless otherwise determined by the Contracting Officer, in accordance with applicable regulations. |
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