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Work consists of 12,847.44 SY pavement planing, asphalt concrete; 13. 50 CY driveway pavement replacement, type iii a (asphalt); 6.60 CY driveway pavement replacement, type iii c (gravel); 1,928.92 GAL non-tracking tack coat; 9,300 SF crack sealing, type 1; 535. 31 CY asphalt concrete surface course, type 1 (448); 4,647 SF concrete walk (4 inches); 2 EA curb ramp; 162 LF concrete curb and gutter, type standard; 2,355.22 SY temporary pavement; 820 SY seeding and mulching; 1,058 SY 6" water pipe and fittings; 81 LF 3/4" water service line transfer, short; 3 EA 1.5" water main abandoned; 20 EA fire hydrant; 3,197; LF video inspection of sewers.
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Installation of approximately 1500 linear feet of 6-inch DR 14 C900 PVC water line, including a regulator station, hydrants, and regrading/drainage correction, on Deception Lane in Jerome, Arizona.
Posted Date
Dec 16, 2025
Due Date
Jan 29, 2026
Release: Dec 16, 2025
Close: Jan 29, 2026
Installation of approximately 1500 linear feet of 6-inch DR 14 C900 PVC water line, including a regulator station, hydrants, and regrading/drainage correction, on Deception Lane in Jerome, Arizona.
AvailableThe Town of Jerome seeks sealed bids for the Deception Lane Water Line Improvements, a CDBG‑funded project to install approximately 1,500 linear feet of 6‑inch PVC water line, a regulator station, and new hydrants with associated roadway restoration. A pre‑bid meeting is scheduled for January 8, 2026 at 10:00 a.m. at Jerome Town Hall, and bidding documents are available via NACOG as noted in the legal notice. Bids must be delivered to the Town of Jerome by 2:00 p.m. on January 29, 2026.
Posted Date
Dec 16, 2025
Due Date
Jan 29, 2026
Release: Dec 16, 2025
Close: Jan 29, 2026
The Town of Jerome seeks sealed bids for the Deception Lane Water Line Improvements, a CDBG‑funded project to install approximately 1,500 linear feet of 6‑inch PVC water line, a regulator station, and new hydrants with associated roadway restoration. A pre‑bid meeting is scheduled for January 8, 2026 at 10:00 a.m. at Jerome Town Hall, and bidding documents are available via NACOG as noted in the legal notice. Bids must be delivered to the Town of Jerome by 2:00 p.m. on January 29, 2026.
Work to be performed under this contract includes, but is not limited to, installation of approx 5,568 LF of 8" water main, which includes 935 LF of 8" dr18 c900 fusible pvc (fpvc) installed by horizontal directional drill method, six (6) fire hydrants, twenty-six (26) service reconnections, and necessary appurtenances. The project also includes eight (8) new 2-inch air release valves and replacing seven (7) 2" air release valves.
Posted Date
Jan 21, 2026
Due Date
Feb 24, 2026
Release: Jan 21, 2026
Close: Feb 24, 2026
Work to be performed under this contract includes, but is not limited to, installation of approx 5,568 LF of 8" water main, which includes 935 LF of 8" dr18 c900 fusible pvc (fpvc) installed by horizontal directional drill method, six (6) fire hydrants, twenty-six (26) service reconnections, and necessary appurtenances. The project also includes eight (8) new 2-inch air release valves and replacing seven (7) 2" air release valves.
Work includes: 1,725 LF, Provide 6-IN American Water Works Association (AWWA) C-900 dimension ratio (DR)-18 polyvinyl chloride (PVC) water line by open cut, CIP; 350 LF, provide 2 IN PVC water line by open cut; 58 LF, remove and replace asphalt trench repair; 9 EA, provide a 6 IN gate valve and valve box, CIP; 28 SY, furnish and install concrete driveway approach; 430 SY, restore existing gravel driveways; 705 TN, hot mix asphalt pavement (2 1/2 IN thick, type D); 5,025 SY, lime-fly ash treated stabilization of material in place, 6 IN; 38 LF, remove and dispose of existing sanitary sewer and furnish and install a 6 IN ASTM D3034 SDR 26 sanitary sewer by open cut (all depths). See attached files.
Posted Date
-
Due Date
Jan 27, 2026
Close: Jan 27, 2026
Work includes: 1,725 LF, Provide 6-IN American Water Works Association (AWWA) C-900 dimension ratio (DR)-18 polyvinyl chloride (PVC) water line by open cut, CIP; 350 LF, provide 2 IN PVC water line by open cut; 58 LF, remove and replace asphalt trench repair; 9 EA, provide a 6 IN gate valve and valve box, CIP; 28 SY, furnish and install concrete driveway approach; 430 SY, restore existing gravel driveways; 705 TN, hot mix asphalt pavement (2 1/2 IN thick, type D); 5,025 SY, lime-fly ash treated stabilization of material in place, 6 IN; 38 LF, remove and dispose of existing sanitary sewer and furnish and install a 6 IN ASTM D3034 SDR 26 sanitary sewer by open cut (all depths). See attached files.
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