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  5. ›RFP# 2027001 SPARTANBURG COUNTY 2026 WELLFORD LANDFILL…

Spartanburg County Government·South Carolina

RFP# 2027001 SPARTANBURG COUNTY 2026 WELLFORD LANDFILL EXPANSION PROJECT

Closes 8/20/2026$30M – $50MRequest for ProposalLogin required
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Description

The Wellford 2026 Landfill Expansion Project is a large‑scale civil‑engineering effort to enlarge the existing Class III landfill at 595 Little Mountain Road, Wellford, SC. The work includes extensive earth‑moving, site clearing, grading, structural fill, removal and replacement of unsuitable soils, installation of a low‑permeability clay liner, protective cover soils, HDPE geomembrane liner, drainage geocomposites, leachate collection and pump systems, and associated utility tie‑ins. The contract is evaluated 70 % on cost, 20 % on schedule, and 10 % on firm capabilities, and requires a 5 % bid bond. The County will award the contract after the Q&A period ends and bids are opened on 20 August 2026. • Major earthwork: ~45,300 CY excavation and 4,800 CY structural fill for Phase II, plus additional volumes for Phase VII Cell 2. • Liner system: 18,200 CY of 1 × 10⁻⁷ cm/s clay liner, 245,506 SF HDPE geomembrane, and 245,506 SF drainage geocomposite. • Leachate management: full collection system with HDPE pipe, sump, pumps, and force‑main, plus required testing and quality‑control documentation.

Attached files

Contact

Gina Bennett(Procurement Manager)

[email protected]

(864) 596-2519

Key dates

Opened
7/1/2026
Questions due
8/7/2026
Pre-bid meeting
7/21/2026
Closes
8/20/2026
Duration
12 months

Last updated

Details

Type
Request for Proposal
Industry
Utilities and Waste Management
NAICS
237120
Solicitation №
2027001

Budget estimate

$30,000,000 – $50,000,000

Based on the quantity of earthwork (≈ 45 k CY excavation, 4.8 k CY structural fill), the extensive liner system (≈ 245 k SF HDPE geomembrane and 18 k CY clay liner), and the complex leachate collection and pump infrastructure, a plausible contract value falls in the $30 million to $50 million range. The lower bound assumes modest unit costs for excavation and liner installation, while the upper bound reflects higher material prices, extensive quality‑control testing, and potential subcontractor overhead.

AI estimate from the solicitation

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