Description: Approx. 840 CY Earth excavation; 316 P nitrogen fertilizer nutrient; 2,694 SY erosion control blanket; 2,648 P bituminous materials (tack coat); 1,282 SY Portland cement concrete shoulders 10"; 1 LS furnishing and erecting structural steel; 1,962.500 ft steel plate beam guardrail, type A, 6 ft posts. See outside link.
Solicitation files and supporting documents for this bid.
1 file available
128-78A26 - Bridge ReplacementZIP
See your top accountsScan your site in seconds. Starbridge identifies your ICP and surfaces emerging opportunities from board meetings, job changes, new grants, contract expirations, RFPs, and more.
Work consists of bridge replacement. Includes 168 SY of remove concrete sidewalk; 165 SY of remove concrete driveway; 465 ft of remove concrete curb and gutter; 33 SY of remove concrete flatwork; 1,060 SY of remove asphalt pavement; 24 SY of remove asphalt driveway; 1000 SF of clearing and grubbing; 80 CY of roadway excavation; 299 CY of untreated base course; 352 TON of HMA - 1/2"; 216 SF of asphalt driveway, 4" thick; 5 TON of HMA - bike/ped path; 1,505 SF of concrete sidewalk; 465 ft of concrete curb and gutter type b1; 846 SF of concrete flatwork, 4" thick; 1,151 SF of concrete driveway flared, 6" thick; 389 SF of concrete driveway flared, 7" thick; 165 CY of granular backfill borrow; 191 SY of stabilization geotextile; 787 SF of landscape restoration (grass); 477 SF of landscape restoration (rock); 668 SF of landscape restoration (natural ground); remove sign less than 20 SF; relocate sign less than 20 SF.
Work includes bridge replacement. Description: removal of improvements; abandonment; 1849 CY of class A excavation; 10972 CY of unclassified excavation; 8204 CY of embankment in place; 1541 CY of compacting embankment; 26.07 STA compacting in cut; 62 CY of concrete encasement; 1873 CY of class 3 excavation; 3875 SY of type 1 aggregate for base (4 in. Thick); 15,447 SY of type 5 aggregate for base (4 in. Thick); 392 SY of lightweight aggregate fill - sidewalk on bridge; 497 CY of lightweight aggregate fill - pavement on bridge; 123.50 CY of geofoam EPS 29; 111.60 ton of bituminous pavement mixture PG64-22, (BP-1); 100 gal of tack coat; 2291.60 SY of concrete pavement (6 in. Non-reinf); 15188.60 SY of concrete pavement (10 in. Non-reinf); 1 EA of MSD concrete collar 48 - inch pipe; 2 EA of MSD concrete collar 42 - inch pipe.
