Hennepin County, MN

County Project No. 0623

CLOSING DATE: Tuesday, February 25, 2014

 

ADVERTISEMENT FOR BIDS

Electronic bids for the above referenced project will be accepted through Hennepin County's online electronic bid system (e-Gram) until 2:00 PM Tuesday, February 25, 2014, at which time they will be publically opened at the Hennepin County Purchasing and Contract Services office, A-1730 Government Center, Minneapolis, Minnesota 55487-0175.

 

STATE AID PROJECT NO. SAP 027-609-037

 

LOCATION: CSAH 9 (Lake Drive/45th Avenue N) between CSAH 81 (Bottineau Blvd) and Xerxes Avenue in the Cities of Robbinsdale and Minneapolis.

 

TYPE OF WORK: Grading, drainage, bituminous surfacing, concrete walks, concrete curb and gutter, watermain, sanitary sewer, lighting, signing and striping, traffic signal and turf establishment.

 

The major items of work are approximately:

 

VIBRATION MONITORING, LUMP SUM 1.00; MOBILIZATION, LUMP SUM 1.00; FIELD OFFICE TYPE D, EACH 1.00; FIELD LABORATORY TYPE DX, EACH 1.00; CLEARING AND GRUBBING, LUMP SUM 1.00; ROOT CUTTING, LIN FT 700.00; PAVEMENT MARKING REMOVAL, LIN FT 75.00; BUILDING REMOVAL, LUMP SUM 1.00; REMOVE WATER MAIN, LIN FT 6,700.00; REMOVE SEWER PIPE (STORM), LIN FT 6,380.00; REMOVE SEWER PIPE (SANITARY), LIN FT 6,240.00; REMOVE CURB, LIN FT 8,258.00; REMOVE CURB AND GUTTER, LIN FT 2,012.00; REMOVE RETAINING WALL, LIN FT 1,520.00; REMOVE FENCE, LIN FT 500.00; REMOVE EDGING, LIN FT 45.00; REMOVE CONCRETE WALK, SQ YD 5,539.00; REMOVE PAVEMENT(P), SQ YD 33,266.00; REMOVE CONCRETE DRIVEWAY PAVEMENT, SQ YD 3,020.00; REMOVE PIPE APRON, EACH 1.00; REMOVE CONCRETE STEPS, EACH 40.00; REMOVE MANHOLE OR CATCH BASIN, EACH 63.00; REMOVE GATE VALVE, EACH 40.00; REMOVE HYDRANT, EACH 10.00; REMOVE DRAINAGE STRUCTURE, EACH 1.00; REMOVE SIGN, EACH 1.00; REMOVE SIGNAL SYSTEM, EACH 1.00; SAWING CONCRETE PAVEMENT (FULL DEPTH), LIN FT 1,385.00; SAWING BIT PAVEMENT (FULL DEPTH), LIN FT 1,270.00; SALVAGE CHAIN LINK FENCE, LIN FT 20.00; SALVAGE SIGN TYPE C, EACH 173.00; SALVAGE SIGN TYPE D, EACH 1.00; REMOVE MANHOLE SANITARY, EACH 30.00; REMOVE WATERMAIN STRUCTURE, EACH 12.00; SALVAGE GRANITE DETECTABLE WARNING SYSTEM, EACH 2.00; SALVAGE 36" PCCP TO DIP ADAPTOR, EACH 2.00; ABANDON PIPE SEWER, LIN FT 500.00; ABANDON WATER MAIN, LIN FT 40.00; REMOVE 36" PCCP WATER MAIN, LIN FT 4,780.00; REMOVE TRANSITE SANITARY SERVICE PIPE, LIN FT 171.00; SALVAGE FLAGSTONE WALK, SQ FT 97.00; COMMON EXCAVATION(P), CU YD 8,004.00; MUCK EXCAVATION, CU YD 3,000.00; MUCK EVCAVATION (LV), CU YD 200.00; SUBGRADE EXCAVATION(P), C Y 12,290.00; SELECT GRANULAR BORROW (CV), CU YD 1,017.00; SELECT TOPSOIL BORROW (LV), CU YD 300.00; DEWATERING (STAGE 1), LUMP SUM 1.00; CONSTRUCT RAIN GARDEN, LUMP SUM 1.00; GEOTEXTILE FABRIC TYPE V, SQ YD 2,471.00; GEOTEXTILE FABRIC TYPE VI, SQ YD 4,891.00; EXCAVATION SPECIAL, CU YD 3,000.00; GRANULAR BORROW, TON 4,160.00; HAUL & DISPOSE OF CONTAMINATED MATERIAL, TON 5,500.00; AGGREGATE SURFACING CLASS 2, TON 5.00; STREET SWEEPER (WITH PICKUP BROOM), HOUR 400.00; WATER, MGAL 300.00; CALCIUM CHLORIDE SOLUTION, GAL 2,000.00; AGGREGATE BASE (CV) CLASS 5(P), C Y 7,887.00; BITUMINOUS PATCHING MIXTURE, TON 50.00; MILL BITUMINOUS SURFACE (2.0"), S Y 350.00; BITUMINOUS MATERIAL FOR TACK COAT, GAL 2,691.00; TYPE SP 12.5 WEARING COURSE MIX (3,F), TON 6,099.00; TYPE SP 12.5 NON WEAR COURSE MIX (3,B), TON 6,085.00; TYPE 12.5 NON-WEARING COURSE MIX (3,B) 4.0" THICK, SQ YD 100.00; TYPE 12.5 WEARING COURSE MIX (3,F) 4.0" THICK, SQ YD 512.00; TYPE SP 12.5 WEAR COURSE MIX (3,F) 6.0" THICK, SQ YD 400.00; REPAIR CONCRETE WALL, LS 1.00; CONCRETE STAIRS (TYPE A), LUMP SUM 4.00; CONCRETE STAIRS (TYPE B), LUMP SUM 1.00; CONCRETE STAIRS (TYPE C), LUMP SUM 4.00; REMOVE & REPLACE FOUNDATION SOIL, CU YD 20.00; ROCK FACED CONCRETE WALL, SQ FT 1,473.00; PILE LOAD TEST TYPE 1, EACH 6.00; HELICAL PILE LEAD SECTION, EACH 71.00; PILE CAP ASSEMBLY, EACH 34.00; HELICAL PILE EXTENSIONS, LIN FT 2,020.00; 15" RC PIPE APRON, EACH 2.00; 36" RC PIPE APRON, EACH 1.00; TRASH GUARD FOR 36" PIPE APRON, EACH 1.00; 4" PERF PE PIPE DRAIN, L F 1,057.00; REVISE ROOF DRAIN, LUMP SUM 2.00; FORD METER BOX COVER - A3, EACH 3.00; 36" SPAN RC PIPE-ARCH SEWER CL IIA, L F 167.00; 44" SPAN RC PIPE-ARCH SEWER CL IIA, L F 96.00; 12" RC PIPE SEWER DES 3006, L F 288.00; 15" RC PIPE SEWER DES 3006, L F 4,643.00; 18" RC PIPE SEWER DES 3006 CL III, L F 1,075.00; 21" RC PIPE SEWER DES 3006 CL III, L F 349.00; 24" RC PIPE SEWER DES 3006 CL III, L F 276.00; 27" RC PIPE SEWER DES 3006 CL III, LIN FT 320.00; 30" RC PIPE SEWER DES 3006 CL III, L F 371.00; 33" RC PIPE SEWER DES 3006 CL III, L F 165.00; 36" RC PIPE SEWER DES 3006 CL III, L F 421.00; TEMPORARY STORM SEWER, LUMP SUM 1.00; CONSTRUCT 8" OUTSIDE DROP, LS 5.00; CONSTRUCT PILE SUPPORTED SAN MH BASE SLAB, LUMP SUM 1.00; CONNECT TO EXISTING SANITARY SEWER, EACH 21.00; 4" PVC SERVICE CONNECTION THROUGH 36" CASING, EACH 3.00; 8"X6" PVC WYE, EACH 13.00; 24"X6" PVC WYE, EACH 57.00; 8" PVC PIPE SEWER, L F 1,244.00; 24" PVC PIPE SEWER, L F 1,702.00; 8" PVC PIPE SEWER (EXTRA DEPTH), LIN FT 362.00; 24" PVC PIPE SEWER (EXTRA DEPTH), LIN FT 3,189.00; 6" PVC SANITARY SERVICE PIPE, L F 2,372.00; 24" HDPE PIPE SEWER, LIN FT 404.00; INSTALL 36" OD STEEL CASING, LIN FT 400.00; TEMPORARY WATER SERVICE, LS 1.00; CONNECT TO EXISTING WATER MAIN, EACH 23.00; ADJUST GATE VALVE, EACH 56.00; INSTALL HYDRANT, EACH 13.00; INSTALL 24" BUTTERFLY VALVE AND BOX, EACH 1.00; FORD METER BOX COVER - A1, EACH 46.00; INSTALL ACTUATED BV STRUCTURE, EACH 1.00; MANUAL BV STRUCTURE, EACH 2.00; WATERMAIN DRAIN/ACCESS STRUCTURE, EACH 2.00; WATERMAIN AIR RELEASE STRUCTURE, EACH 2.00; INSTALL 36" PCCP TO DIP ADAPTER, EACH 2.00; INSTALL SALVAGED 36" PCCP TO DIP ADAPTER, EACH 1.00; 36" PCCP TO DIP ADAPTER, EACH 1.00; 1" CORPORATION STOP, EACH 70.00; 6" GATE VALVE & BOX, EACH 13.00; 8" GATE VALVE & BOX, EACH 43.00; 1" CURB STOP & BOX, EACH 70.00; INSPECTION HOLE, L F 150.00; INSTALL 24" WATERMAIN DUCTILE IRON PRESSURE CL 200, LIN FT 200.00; 24" WATERMAIN DUCTILE IRON PRESSURE CL 200, LIN FT 4,229.00; 6" WATERMAIN DUCTILE IRON PRESSURE CL 350, LIN FT 165.00; 8" WATERMAIN DUCTILE IRON PRESSURE CL 350, LIN FT 6,084.00; 1" TYPE K COPPER PIPE, L F 1,900.00; 24" WATERMAIN DUCTILE IRON CL 52, L F 400.00; 4" POLYSTYRENE INSULATION, S Y 50.00; WATERMAIN FITTINGS, LB 16,796.00; INSTALL WATERMAIN FITTINGS, POUND 3,649.00; CONST DRAINAGE STRUCTURE DESIGN F, L F 92.80; CONST DRAINAGE STRUCTURE DESIGN G, L F 109.80; CONST DRAINAGE STRUCTURE DESIGN H, L F 109.40; CONST DRAINAGE STRUCTURE DES 48-4020, L F 50.20; CONST DRAINAGE STRUCTURE DES 54-4020, L F 5.20; CONST DRAINAGE STRUCTURE DES 60-4020, L F 33.00; CONST DRAINAGE STRUCTURE DES 66-4020, L F 4.20; CONST DRAINAGE STRUCTURE DES 72-4020, L F 14.00; CONST DRAINAGE STRUCTURE DES 78-4020, L F 13.90; CONST DRAINAGE STRUCTURE DES 84-4020, L F 30.80; CONST DRAINAGE STRUCTURE DES 90-4020, L F 16.10; CONST DRAINAGE STRUCTURE DES 96-4020, L F 5.20; CONST DRAINAGE STRUCTURE DES 102-4020, L F 4.70; CONST DRAINAGE STRUCTURE DES 108-4020, L F 5.40; CASTING ASSEMBLY, EACH 133.00; ADJUST FRAME & RING CASTING, EACH 1.00; CONSTRUCT SANITARY SEWER MANHOLE, EACH 44.00; ADJUST FRAME & RING CASTING (SPECIAL), EACH 50.00; CONST SANITARY SEWER MANHOLE (EXTRA DEPTH), LIN FT 63.50; CONSTRUCT 2X3 DRAINAGE STRUCTURE, LIN FT 92.00; CONSTRUCT 2X6 DRAINAGE STRUCTURE, LIN FT 46.50; CONSTRUCT SUMP CB WITH SLOTTED BARREL, LIN FT 15.10; RANDOM RIPRAP CLASS II, C Y 12.00; GEOTEXTILE FILTER TYPE III, S Y 36.00; 4" CONCRETE WALK, S F 51,642.00; 6" CONCRETE WALK, S F 9,438.00; CONCRETE CURB & GUTTER DESIGN B612 (MOD), L F 183.00; CONCRETE CURB & GUTTER DESIGN B618, L F 3,363.00; CONCRETE CURB & GUTTER DESIGN B624, L F 2,017.00; CONCRETE CURB & GUTTER DESIGN B660, L F 6,791.00; 6" CONCRETE DRIVEWAY PAVEMENT HIGH EARLY (SPECIAL), SQ YD 39.40; 6" CONCRETE DRIVEWAY PAVEMENT HIGH EARLY, SQ YD 3,226.20; 8" CONCRETE DRIVEWAY PAVEMENT HIGH EARLY, SQ YD 210.30; INSTALL GRANITE DETECTABLE WARNING SYSTEM, EACH 2.00; CONCRETE CURB DESIGN SPECIAL, LIN FT 489.00; TRUNCATED DOMES, S F 884.00; PORTABLE PRECAST CONCR BARRIER DES 8337, L F 300.00; RELOCATE PORT PRECAST CONC BAR DES 8337, L F 300.00; METAL RAILING, L F 43.00; ELECTRIC LIGHT SYSTEM, LS 1.00; INSTALL CONTROLS FOR 24" ACTUATED BV, LUMP SUM 1.00; INSTALL CHAIN LINK FENCE, L F 20.00; TRAFFIC CONTROL (STAGE 1), LUMP SUM 1.00; TRAFFIC CONTROL (STAGE 2), LUMP SUM 1.00; DETOUR SIGNING STAGE 1, LUMP SUM 1.00; DETOUR SIGNING STAGE 2, LUMP SUM 1.00; TYPE III BARRICADES, UDAY 500.00; FLASHER TYPE A LOW INTENSITY, UDAY 500.00; REFLECTORIZED DRUM W/DOWN ARROW, UDAY 500.00; PORTABLE CHANGEABLE MESSAGE SIGN, UDAY 50.00; CONSTRUCTION SIGN-SPECIAL, S F 200.00; SIGN PANELS TYPE C, S F 734.00; INSTALL SIGN TYPE C, EACH 70.00; INSTALL SIGN TYPE D, EACH 1.00; INSTALL SIGN SOCKET, EACH 20.00; TRAFFIC CONTROL SIGNAL SYSTEM, SIGS 1.00; EMERGENCY VEHICLE PREEMPTION SYSTEM, LS 1.00; 3" RIGID STEEL CONDUIT INTERCONNECT, L F 710.00; 1 1/2" NON-METALLIC CONDUIT (HDPE) - INTERCONNECT, LIN FT 2,180.00; 1/C#14, LIN FT 2,410.00; FIBER OPTIC CABLE 36SM, LIN FT 2,410.00; TEMPORARY FENCE, L F 4,269.00; SILT FENCE, TYPE MS, L F 345.00; TEMPORARY DITCH CHECK TYPE 5, CU YD 10.00; STORM DRAIN INLET PROTECTION, EACH 213.00; FILTER LOG TYPE COMPOST LOG, LIN FT 3,178.00; EROSION CONTROL SUPERVISOR, LS 1.00; TEMPORARY ROCK CONSTRUCTION ENTRANCE, EACH 4.00; SEEDING, ACRE 0.50; SEED MIXTURE 350, POUND 44.00; SODDING TYPE SALT RESISTANT, SQ YD 8,139.00; MULCH MATERIAL TYPE 3, TON 1.00; MULCH MATERIAL TYPE 6, C Y 15.00; DISK ANCHORING, ACRE 0.50; EROSION CONTROL BLANKETS CATEGORY 3, S Y 50.00; FERTILIZER TYPE 4, POUND 79.00; COMPOST, GRADE 1, TON 909.00; RAPID STABILIZATION METHOD 2, ACRE 2.27; RAPID STABILIZATION METHOD 3, MGAL 6.40; LANDSCAPE ROCK, C Y 2.00; SOIL MOISTURE AMENDMENT PELLETS, POUND 6,324.00; PAVT MSSG (LT ARROW) PAINT, EACH 4.00; 4" SOLID LINE WHITE-PAINT, L F 1,000.00; 4" DOUBLE SOLID LINE YELLOW-PAINT, L F 1,000.00; 4" SOLID LINE WHITE-EPOXY-GR IN, L F 8,495.00; 4" BROKEN LINE WHITE-EPOXY-GR IN, L F 80.00; 4" SOLID LINE YELLOW-EPOXY-GR IN, L F 6,710.00; 24" SOLID LINE YELLOW-EPOXY (GROUND IN), LIN FT 20.00; 4" BROKEN LINE YELLOW-EPOXY-GR IN, L F 1,760.00; 4" DBLE SOLID LINE YELLOW-EPOXY- GR IN, L F 1,195.00; PAVT MSSG (LT ARROW) THERMOPLASTIC (GR IN), EACH 56.00; PAVT MSSG (RT ARROW) THERMOPLASTIC (GR IN), EACH 2.00; PAVT MSSG (BIKE) THERMOPLASTIC (GR IN), EACH 30.00; PAVT MSSG (SHARED LANE) THERMOPLASTIC (GR IN), EACH 4.00; 4" DOTTED LINE WHITE THERMOPLASTIC (GR IN), LIN FT 150.00; CROSSWALK MARKING THERMOPLASTIC (GR IN), SQ FT 252.00;

 

All project plans, specifications, instructions for bidders, the bid form and all other requirements are available at the Hennepin County's oneline bid system (e-Gram). 

 

 The County reserves the right to reject any or all bids and to waive any irregularities thereof.

 

Nariman Vanaki

Hennepin County