20250407 Schedule of Values - Addendum No. 3.xlsx
XLSX spreadsheet 13 KB Posted
- Solicitation number
- Landfill Ph 2 Cell 7
- Issued by
- Colorado
About this file
This document is a Schedule of Values Addendum for the Chaffee County Phase 2 Cell 7 Construction Project located in Salida, Colorado. The project involves constructing a new 6.6-acre municipal solid waste disposal cell for Chaffee County, with geosynthetic liner installation as the primary scope. The schedule of values details six primary line items including mobilization/demobilization, geosynthetic clay liner (288,080 SF), geomembrane (288,080 SF), geotextile (156,047 SF), anchor trench and liner terminations/connections, and turf reinforcement mat (2,650 SF). The project requires installing a liner system with a geosynthetic clay liner and high-density polyethylene geomembrane, which will connect to existing Phase 2 Cell 6 and Phase 1 Cell 2.
The contract opportunity involves Chaffee County soliciting bids for a contractor to purchase, deliver, and install geosynthetics for the liner system, with all sitework and earthwork to be performed by Chaffee County Landfill and Road & Bridge Department personnel. While the schedule of values shows a total estimated contract price, no specific dollar amounts are currently populated in the unit price or total price columns. The project's unique characteristics include its location upgradient of Phase 2 Cell 6, which eliminates the need for a leachate sump, and the requirement for the contractor to supply geotextile that will be installed by the county over a sand drainage layer in the cell's base area.
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Text version
Base Bid Project Name: Chaffee County Phase 2 Cell 7 Construction
Project Location: Salida, Colorado
Contractor:
| Item No. | ITEM DESCRIPTION | UNITS | QUANTITY | UNIT PRICE | TOTAL PRICE | |
| 1 | Mobilization/Demobilization | LS | 1 | $ - 0 | ||
| 2 | Geosynthetic Clay Liner | SF | 288,080 | $ - 0 | ||
| 3 | Geomembrane | SF | 288,080 | $ - 0 | ||
| 4 | Geotextile | SF | 156,047 | $ - 0 | ||
| 5 | Anchor Trench and Liner Terminations/Connections | |||||
| a. | Anchor Trench | LF | 625 | $ - 0 | ||
| b. | Liner Termination (Floor Condition) | LF | 480 | $ - 0 | ||
| c. | Liner Termination (Side Slope Condition) | LF | 130 | $ - 0 | ||
| d. | Cell 2 Liner Connection | LF | 575 | $ - 0 | ||
| e. | Cell 6 Liner Connection | LF | 505 | $ - 0 | ||
| 6 | Turf Reinforcement Mat | SF | 2,650 | $ - 0 | ||
| Subtotal | $ - 0 | |||||
| Payment Bond @100% | ||||||
| Performance Bond @100% | ||||||
| Total Estimated Contract Price | $ - 0 |
&"Arial,Bold"&12 ATTACHMENT 1&"Arial,Regular"&10 &"Arial,Bold"&12CONTRACTOR'S SCHEDULE OF VALUES
&9&F &9Page &P of &N &9Sanborn, Head && Associates, Inc.
File details come from the government source that posted it. Updated .