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Work includes 870 CY unclassified excavation and disposal; 310 LF removal of existing drainage piping; 7 EA removal of existing drainage structures; 850 LF remove and salvage belgium block curbing; 4 EA abandon existing drainage pipes (cut and cap); 370 CY controlled low strength material (clsm, no fly ash), trench backfill; 15 ea test pit excavation; 130 ea silt fencing; 17 EA drainage structure inlet protection; 470 TON 6f3 top course hot mix asphalt, 2"; 200 ton 19 f9 binder course hot mix asphalt, 70 series compaction, 6"; 3,600 SY miscellaneous cold milling - 2" deep; 2,500 LF sawcutting asphalt concrete; 222 lf hdpe, 12", including stone encasement; 127 LF HDPE, 18", including stone encasement
Starbridge can help you:
Pain points mentioned in board meetings and strategic plans
Instantly outline and draft all requirements
Bring in your USPs and exploit competitor gaps
Starbridge can help you:
Get ahead of RFPs — target accounts planning budget or ending contracts soon
Accounts with contract expirations, meetings mentioning your product, grants, budget changes and more
Starbridge.ai books 30 - 40% of leads into meetings
The Town of Marana issued IFB #2025-019 for the Sanders Road Drainage Improvements to upgrade drainage channels and related roadway elements along the east side of Sanders Road from Emigh to Twin Peaks. Work includes installation of new concrete-lined and rip-rap-lined drainage channels, new guardrail, and replacement of a small adjacent pavement strip. The solicitation is for construction services with an estimated value range of approximately $500,000–$1,500,000 and instructions to respond available on the Town’s PublicPurchase bid posting.
Posted Date
Jan 8, 2026
Due Date
Feb 5, 2026
Release: Jan 8, 2026
Close: Feb 5, 2026
The Town of Marana issued IFB #2025-019 for the Sanders Road Drainage Improvements to upgrade drainage channels and related roadway elements along the east side of Sanders Road from Emigh to Twin Peaks. Work includes installation of new concrete-lined and rip-rap-lined drainage channels, new guardrail, and replacement of a small adjacent pavement strip. The solicitation is for construction services with an estimated value range of approximately $500,000–$1,500,000 and instructions to respond available on the Town’s PublicPurchase bid posting.
AvailableThis RFP is for storm drain modifications and improvements, including the removal of existing storm drain systems and the installation of concrete aprons, rock rip-rap, an inlet structure, a headwall, storm drain pipe, and asphalt concrete (AC) gutter.
Posted Date
Jan 14, 2026
Due Date
Feb 4, 2026
Release: Jan 14, 2026
Close: Feb 4, 2026
This RFP is for storm drain modifications and improvements, including the removal of existing storm drain systems and the installation of concrete aprons, rock rip-rap, an inlet structure, a headwall, storm drain pipe, and asphalt concrete (AC) gutter.
AvailableMiscellaneous Drainage Improvements.
Posted Date
Jan 21, 2026
Due Date
Jan 26, 2026
Release: Jan 21, 2026
Close: Jan 26, 2026
Miscellaneous Drainage Improvements.
AvailableWork includes 320 LF remove and replace chain link fence; 60 LF remove metal beam guard fence; 2 EA remove and replace guy wire; 1 EA remove and replace exist sign and post; 120 SY remove asphalt driveway; 150 SY remove asphalt pavement; 65 SY remove concrete driveway; 27 SY remove concrete pavement; 4 EA remove concrete headwall; 140 LF remove exist arch pipe culvert; 115 SY remove exist articualted concrete blocks; 1 EA adjust cleanout to grade; 225 CY topsoil; 295 CY channel excavation; 570 LS 54" storm pipe. See attached file.
Posted Date
Jan 19, 2026
Due Date
Feb 17, 2026
Release: Jan 19, 2026
Close: Feb 17, 2026
Work includes 320 LF remove and replace chain link fence; 60 LF remove metal beam guard fence; 2 EA remove and replace guy wire; 1 EA remove and replace exist sign and post; 120 SY remove asphalt driveway; 150 SY remove asphalt pavement; 65 SY remove concrete driveway; 27 SY remove concrete pavement; 4 EA remove concrete headwall; 140 LF remove exist arch pipe culvert; 115 SY remove exist articualted concrete blocks; 1 EA adjust cleanout to grade; 225 CY topsoil; 295 CY channel excavation; 570 LS 54" storm pipe. See attached file.
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