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City of Amesbury
The City of Amesbury is soliciting price quotes to line approximately 340 feet of existing 10-inch vitrified-clay sewer on Patten's Brook using cured-in-place pipe lining. Quotes must be submitted to Rachel Billings at billingsr@amesburyma.gov by 11:00 AM on December 3, 2025; project specifications will be available on the City of Amesbury Bids page starting November 19, 2025.
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City of Amesbury
The City of Amesbury is soliciting price quotes to line approximately 340 feet of existing 10-inch vitrified-clay sewer on Patten's Brook using cured-in-place pipe lining. Quotes must be submitted to Rachel Billings at billingsr@amesburyma.gov by 11:00 AM on December 3, 2025; project specifications will be available on the City of Amesbury Bids page starting November 19, 2025.
Posted Date
Nov 19, 2025
Due Date
Dec 3, 2025
Release: Nov 19, 2025
City of Amesbury
Close: Dec 3, 2025
The City of Amesbury is soliciting price quotes to line approximately 340 feet of existing 10-inch vitrified-clay sewer on Patten's Brook using cured-in-place pipe lining. Quotes must be submitted to Rachel Billings at billingsr@amesburyma.gov by 11:00 AM on December 3, 2025; project specifications will be available on the City of Amesbury Bids page starting November 19, 2025.
AvailableJacksonville Electric Authority (JEA) - Procurement Dept
Work includes sanitary rehabilitation services for cured-in-place pipe (CIPP) lining, cleaning, inspection, and rehabilitation of sanitary sewer pipes. The term of contract is for three years, for two additional one-year periods.
Posted Date
-
Due Date
Jan 13, 2026
Jacksonville Electric Authority (JEA) - Procurement Dept
Close: Jan 13, 2026
Work includes sanitary rehabilitation services for cured-in-place pipe (CIPP) lining, cleaning, inspection, and rehabilitation of sanitary sewer pipes. The term of contract is for three years, for two additional one-year periods.
AvailableVillage of Addison
It is the intent of this specification to provide for the cleaning, root cutting (as necessary), and reconstruction of approximately 1,065 lineal feet of 8” sanitary sewer by the installation of cured-in-place pipe (CIPP). CIPP is formed by the insertion of a resin-impregnated flexible felt tube into the...
Posted Date
Nov 21, 2025
Due Date
Dec 8, 2025
Release: Nov 21, 2025
Village of Addison
Close: Dec 8, 2025
It is the intent of this specification to provide for the cleaning, root cutting (as necessary), and reconstruction of approximately 1,065 lineal feet of 8” sanitary sewer by the installation of cured-in-place pipe (CIPP). CIPP is formed by the insertion of a resin-impregnated flexible felt tube into the...
AvailableCity of Norton Shores
Work includes approx: 2,053 LF CIPP 36"; 5,786 LF 30 day post CCTV inspection; 5,786 LF heavy cleaning 36". 1 LS mobilization; 1 LS maintaining traffic, stage 1; 1 LS maintaining traffic, stage 2; 1 LS maintaining traffic, stage 3; 183 SY HMA surface, rem; 14 EA manhole cone, remove, salvage and reset; 1 ea manhole cone, furnish new; 22 EA manhole cover, adj; 14 EA sanitary manhole frame & cover replacement; 8 EA storm manhole frame & cover replacement; 1 ea gate valve box, reconstruct; 1 EA gate valve box, adj; 56 SY subbase, CIP, 12"; 55 tn aggregate base; 410 SY cold patch, 4"; 191 LF temporary bypass casing; 1 LS temporary bypass pumping, phase 1; 1 LS temporary bypass pumping, phase 2; 1 LS temporary bypass pumping, phase 4; 1 LS temporary bypass pumping, phase 5. See attached file.
Posted Date
Oct 23, 2025
Due Date
Nov 24, 2025
Release: Oct 23, 2025
City of Norton Shores
Close: Nov 24, 2025
Work includes approx: 2,053 LF CIPP 36"; 5,786 LF 30 day post CCTV inspection; 5,786 LF heavy cleaning 36". 1 LS mobilization; 1 LS maintaining traffic, stage 1; 1 LS maintaining traffic, stage 2; 1 LS maintaining traffic, stage 3; 183 SY HMA surface, rem; 14 EA manhole cone, remove, salvage and reset; 1 ea manhole cone, furnish new; 22 EA manhole cover, adj; 14 EA sanitary manhole frame & cover replacement; 8 EA storm manhole frame & cover replacement; 1 ea gate valve box, reconstruct; 1 EA gate valve box, adj; 56 SY subbase, CIP, 12"; 55 tn aggregate base; 410 SY cold patch, 4"; 191 LF temporary bypass casing; 1 LS temporary bypass pumping, phase 1; 1 LS temporary bypass pumping, phase 2; 1 LS temporary bypass pumping, phase 4; 1 LS temporary bypass pumping, phase 5. See attached file.
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