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Transmission Main and Water Main upgrade
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Title:  

Transmission Main and Water Main upgrade

Agency:  

Massachusetts Chelmsford Water District

State:  

Massachusetts

NAICS Code:  

237110

Industry:  

Water Management and Sanitation

Solicitation Type:  

Invitation for Bid

Solicitation ID:  

BD-26-1770-CWD01-CWD01-124990

Open Date:  

2/11/2026

Close Date:  

3/11/2026

Project Duration:  

214 days

Last Updated:  

Description:
The Chelmsford Water District is seeking a qualified contractor to replace and upgrade its transmission and water mains. The scope includes installing roughly 3,700 ft of 8‑inch ductile‑iron water main, about 40 new water service connections, bypass piping, 1,100 ft of 10‑inch ductile‑iron transmission pipe, 7,600 ft of 10‑inch HDPE transmission pipe, and modifying the Davis Street valve vault, with associated paving work. The contractor must complete the major construction within 214 consecutive calendar days, followed by a 30‑day final paving period, and comply with Massachusetts prevailing‑wage and payroll reporting requirements. A 5 % bid security is required. • Install 3,700 ft of 8‑in DI water main and 40 service connections • Install 1,100 ft of 10‑in DI transmission pipe plus 7,600 ft of 10‑in HDPE transmission pipe • Modify Davis Street valve vault and perform initial and final paving within a tight schedule • Must meet state prevailing‑wage rules and submit payroll documentation • Bid deadline March 11 2026 1:00 PM; documents available from February 11 2026
Attached Files:

Please visit the bid source via the “Link to Bid Source” button below for documentation.

Contact Information:

Lisa Quatrale(Business Director/Treasurer)

lisa@chelmsfordwater.com

(978) 256-2931

Budget Estimate (AI):

$2,000,000 – $5,000,000

Based on typical unit costs for ductile‑iron and HDPE pipe installation, plus excavation, backfill, valve‑vault modification, and paving, a project of ~12,200 ft of pipe and 40 services in Massachusetts usually ranges from $2 M to $5 M. The lower bound assumes minimal site complications and modest labor rates; the upper bound accounts for higher prevailing‑wage labor, complex coordination, and the 30‑day final paving extension.

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