CityCA
Posted
Oct 28, 2026
Nov 18, 2026
Pedestrian Intersection Improvements and Pavement Rehabilitation Project RFP
Construction of the pedestrian intersection improvements and pavement rehabilitation.
Description: The Work comprises, but is not limited to: mobilization; traffic control; 1.5-inch and 2-inch full-width grind and overlay; selective 8-inch grind AC patch; slurry seal Type II, ramp improvements, adjustment of utility manhole covers and water valve can covers as necessary; restoration of striping, protect and/or restore survey monuments and traffic signal detection loops, video detection systems, pavement markings/ markers, and legends/signs/poles, and installation of an advanced pedestrian system along Chino Hills Parkway. Work shall be completed in compliance with approved Project Design Plans and Specifications, on file with the City Clerk. Directions to Chino Hills City Hall. Wage Information: California Department of Industrial Relations.
City · CA, US
Decision makers connected to this RFP from City of Chino Hills.
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CityCA
Posted
Oct 28, 2026
Nov 18, 2026
Construction of the pedestrian intersection improvements and pavement rehabilitation.
CityCA
Posted
Nov 2, 2026
Nov 23, 2026
The City of Encinitas is soliciting electronic bids for a citywide FY 2026-27 pavement rehabilitation program. Work includes asphalt overlays, slurry seals, cold milling, full-depth and surface repairs, crack sealing, concrete curb-ramp reconstruction, traffic-detector loop work, pavement striping, and related site work. The base schedule is 45 working days, extending up to 60 working days if all alternates are awarded, and bids are due November 23, 2026.
CountyMN
Posted
Oct 31, 2026
Nov 24, 2026
Work includes approx 32,571 CY excavation - common; 110 LF of ditch cleaning; 991 TN aggregate surfacing class 5; 2,480 SY 2" mill bituminous surface; 50 LF of 12" CS pipe culvert; 207 LF of 24" lining culvert pipe special.
CityTX
Posted
Oct 27, 2026
Dec 8, 2026
Work includes 124,039 SY milling & edge milling (0" to 3"), 130,039 SY 2" d-gr hmac ty-d sac b pg 64-22 (overlay), 4,165 gal prime coat (ae-p or mc-300)(0. 15 gal/sy residual min), 19,291 gal bonding course (trail hot asphalt) (0. 19 gal/sy), 87 EA manhole lid height adjustment a/b , 105 ea valve box height adjustment a/b, 29 EA replace old style valve box cover and can and install concrete diamonds, replacement of existing sanitary sewer (4"-8") with 8" sdr-26 pvc, depth 10'. See attached file.