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CSAH 26/CSAH 43 Intersection in Eagan


Location
Minnesota
Publication Date
07/26/2019 07:24 AM EDT
Closing Date
08/20/2019 10:00 AM EDT
Issuing Organization
County of Dakota
Solicitation Number
Description

Specifications include, but are not limited to: CSAH 43 (Lexington Ave) from 790' S of CSAH 26 (Lone Oak Rd) to 1190' N of CSAH 26 (Lone Oak Rd) in Eagan. TYPE OF WORK: Grading, Bit. Surfacing, Storm Sewer, Signals, Ret. Wall, Pond, ADA Improvements LENGTH: 0.464 miles Major items of work include: PAVEMENT MARKING REMOVAL, L F 35,020.00; REMOVE BITUMINOUS PAVEMENT, S Y 16,617.00; EXCAVATION - COMMON(P), C Y 12,545.00; EXCAVATION - SUBGRADE, C Y 14,386.00; SELECT GRANULAR EMBANKMENT (CV), C Y 15,400.00; COMMON EMBANKMENT (CV)(P), C Y 3,221.00; AGGREGATE BASE (CV) CLASS 5(P), C Y 5,652.00; TYPE SP 12.5 NON WEAR COURSE MIX (4;B), TON 2,575.00; TYPE SP 12.5 WEARING COURSE MIX (4;C), TON 5,599.00; SOLDIER PILE WALL, S F 4,101.00; FINE FILTER AGGREGATE (LV), C Y 217.00; 4" PERF PE PIPE DRAIN, L F 4,080.00; 22" SPAN RC PIPE-ARCH SEWER CL IIA, L F 472.00; 12" RC PIPE SEWER DES 3006 CL V, L F 62.00; 15" RC PIPE SEWER DES 3006 CL IV, L F 1,835.00; 24" RC PIPE SEWER DES 3006 CL III, L F 115.00; 30" RC PIPE SEWER DES 3006 CL III, L F 47.00; 8" PVC PIPE SEWER, L F 128.00; 16"X6" WET TAP, EACH 2.00; 6" WATERMAIN DUCTILE IRON CL 52, L F 69.00; CONST DRAINAGE STRUCTURE DESIGN SD-48, L F 17.00; CONST DRAINAGE STRUCTURE DESIGN SPEC 1, L F 25.00; CONST DRAINAGE STRUCTURE DESIGN SPEC 2, L F 37.00; CONST DRAINAGE STRUCTURE DESIGN SPEC 3, L F 77.00; CONST DRAINAGE STRUCTURE DES 48-4020, L F 50.00; 4" CONCRETE WALK, S F 11,748.00; 6" CONCRETE WALK, S F 3,900.00; CONCRETE CURB & GUTTER DESIGN B418, L F 6,911.00; SIGN PANELS TYPE C, S F 277.00; SIGN PANELS TYPE D, S F 16.00; TRAFFIC CONTROL SIGNAL SYSTEM A, SYS 1.00; REVISE SIGNAL SYSTEM B, SYS 1.00; TEMPORARY SIGNAL SYSTEM, SYS 1.00; FILTER TOPSOIL BORROW, C Y 434.00; 4" SOLID LINE MULTI COMP, L F 1,419.00; 12" SOLID LINE PREF TAPE GR IN, L F 1,521.00; 24" SOLID LINE PREF TAPE GR IN, L F 425.00.

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