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  5. ›Mechanicsville & Jones Mill Road Water Main Replacement

Goodwyn Mills Cawood·Georgia

Mechanicsville & Jones Mill Road Water Main Replacement

Closes 11/12/2026$3M – $7MInvitation for Bid
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Description

The City of Cartersville is seeking sealed bids for the replacement of water mains along the Mechanicsville and Jones Mill Road corridor, divided into two sequential phases. The work includes installation of new 8‑inch and 6‑inch pressure‑class (PC 350) ductile iron pipe (DIP) water mains, associated 2‑inch service lines, street‑cut repairs, clearing/grubbing, and required pipe restraints. Bidders must purchase the bid documents for $150, acknowledge Addendum No. 1 (issued Oct 28 2026), and submit a sealed bid by the deadline. The contract will be awarded on a unit‑price basis, with a 5 % bid security, and Phase II cannot commence until Phase I is substantially complete. • Scope: 4,346 LF of 8″ PC 350 DIP water main, 70 LF of 6″ PC 350 DIP, plus 2″ SDR 9 service lines (Phase I) and 6,785 LF of 8″ PC 350 DIP + 1,069 LF of 2″ service (Phase II). • Technical requirements: 12‑inch uncased bores to 42‑inch depth, pipe restraints at joints, standard street‑cut repair detail (sheet 3.8.11, C‑901). • Schedule: Bid documents available Oct 1 2026; submission deadline Nov 12 2026 3:00 PM; Phase I 210 days to final completion, Phase II 210 days thereafter; 5 % bid bond required.

Attached files

Contact

Kim Ross(Bid Documents Coordinator)

[email protected]

(770) 952-2481

Key dates

Opened
10/1/2026
Closes
11/12/2026
Duration
420 days

Last updated

Details

Type
Invitation for Bid
Industry
Water Management and Sanitation
NAICS
237110
Solicitation №
CATL250055

Budget estimate

$3,000,000 – $7,000,000

Based on typical unit‑price rates for ductile‑iron water mains (approximately $400‑$600 per linear foot for 8″ pipe) and the total quantities (≈11,200 LF of main pipe plus services, street‑cut repairs, and ancillary work), the contract value is likely in the $3 million‑$7 million range. The lower bound assumes modest unit rates and minimal ancillary costs; the upper bound reflects higher material prices, extensive excavation, and full street‑repair scope.

AI estimate from the solicitation

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