Hennepin County, MN

County Project

CLOSING DATE: Tuesday, February 17, 2015

 

ADVERTISEMENT FOR BIDS-

Electronic bids for the above referenced project will be accepted through Hennepin County’s online electronic bid system (eGram) until 2:00 p.m., Tuesday, February 10, 2015, at which time they will be publicly opened at the Hennepin County Purchasing and Contract Services office, A­‑1730 Government Center, Minneapolis, Minnesota 55487-0175. 

 

STATE AID PROJECT NO. SAP 027-701-019

 

LOCATION: CSAH 101(CSAH 62-Hutchins Drive) in City of Minnetonka 

 

TYPE OF WORK: Grading, Surfacing and Signal

 

LENGTH: 1.9 miles

 

The major items of work are approximately:

 

MOBILIZATION, LS 1.00; FIELD OFFICE TYPE D-MODIFIED, EACH 1.00; FIELD LABORATORY TYPE D, EACH 1.00; CLEARING & GRUBBING, LS 1.00; TREE TRIMMING, HOUR 190.00; PAVEMENT MARKING REMOVAL, S F 576.00; PAVEMENT MARKING REMOVAL, L F 20,961.00; REMOVE WATER MAIN, L F 940.00; REMOVE SEWER PIPE (STORM), L F 4,358.00; REMOVE SEWER PIPE (SANITARY), L F 682.00; REMOVE CURB & GUTTER, L F 14,722.00; REMOVE BITUMINOUS CURB, L F 13,098.00; REMOVE RETAINING WALL, L F 802.00; REMOVE WOOD RETAINING WALL, L F 70.00; REMOVE CHAIN LINK FENCE, L F 875.00; REMOVE WOOD FENCE, L F 2,017.00; REMOVE GUARDRAIL-PLATE BEAM, L F 175.00; REMOVE STEEL CASING, L F 52.00; REMOVE SANITARY SERVICE PIPE, L F 360.00; REMOVE WATER SERVICE PIPE, L F 916.00; REMOVE BITUMINOUS WALK(P), S F 67,695.00; REMOVE CONCRETE WALK(P), S Y 1,237.00; REMOVE CONCRETE DRIVEWAY PAVEMENT(P), S Y 533.00; REMOVE BITUMINOUS DRIVEWAY PAVEMENT(P), S Y 4,251.00; REMOVE BITUMINOUS PAVEMENT(P), S Y 71,744.00; REMOVE RIPRAP, C Y 100.00; REMOVE VEHICULAR GATE, EACH 3.00; REMOVE PIPE APRON, EACH 13.00; REMOVE BOLLARDS, EACH 8.00; REMOVE LIGHTING UNIT, EACH 7.00; REMOVE TWISTED END TREATMENT, EACH 1.00; REMOVE MANHOLE OR CATCH BASIN, EACH 57.00; REMOVE CASTING, EACH 3.00; REMOVE GATE VALVE & BOX, EACH 13.00; REMOVE HYDRANT, EACH 13.00; REMOVE MARKER, EACH 12.00; REMOVE SIGN TYPE C, EACH 86.00; REMOVE SIGN TYPE D, EACH 3.00; REMOVE SIGN TYPE SPECIAL 1, EACH 1.00; REMOVE SIGN TYPE SPECIAL 2, EACH 1.00; REMOVE SIGN TYPE SPECIAL 3, EACH 1.00; REMOVE SIGNAL SYSTEM B, EACH 1.00; REMOVE SIGNAL SYSTEM C, EACH 1.00; REMOVE LIGHT BASE, EACH 8.00; REMOVE BOULDER, EACH 31.00; SAWING CONCRETE PAVEMENT (FULL DEPTH), L F 329.00; SAWING BIT PAVEMENT (FULL DEPTH), L F 27,440.00; SALVAGE CASTING, EACH 1.00; SALVAGE LIGHTING UNIT, EACH 1.00; SALVAGE SIGN TYPE C, EACH 30.00; SALVAGE SIGN TYPE SPECIAL, EACH 21.00; SALVAGE MAIL BOX SUPPORT, EACH 88.00; REMOVE BOX CULVERT, LUMP SUM 1.00; REMOVE MISCELLANEOUS STRUCTURES, EACH 1.00; COMMON EXCAVATION(P), C Y 42,573.00; MUCK EXCAVATION, C Y 500.00; SUBGRADE EXCAVATION(P), C Y 37,520.00; SELECT GRANULAR BORROW (CV)(P), C Y 40,712.00; SELECT GRANULAR BORROW MOD 10% (CV)(P), C Y 4,763.00; DEWATERING, LS 1.00; TEMPORARY STREAM DIVERSION SYSTEM, LS 1.00; GEOTEXTILE FABRIC TYPE I, S Y 803.00; GEOTEXTILE FABRIC TYPE IV, S Y 61.00; EXCAVATION SPECIAL 1(P), C Y 7,119.00; EXCAVATION SPECIAL 2(P), CU YD 457.00; EXCAVATION SPECIAL 3(P), CU YD 1,606.00; HAUL & DISPOSE OF CONTAMINATED MATERIAL, C Y 380.00; STREET SWEEPER (WITH PICKUP BROOM), HOUR 330.00; 1.5 CU YD BACKHOE, HOUR 40.00; WATER, MGAL 300.00; AGGREGATE BASE CLASS 5, TON 2,544.00; AGGREGATE BASE (CV) CLASS 5(P), C Y 21,214.00; FULL DEPTH RECLAMATION, S Y 8,736.00; BITUMINOUS PATCHING MIXTURE, TON 135.00; BIT SURFACE CRACK & JOINT REPAIR, L F 400.00; MILL BITUMINOUS SURFACE (2.0"), S Y 6,150.00; JOINT ADHESIVE, L F 19,020.00; TYPE SP 12.5 WEARING COURSE MIX (2,C), TON 920.00; TYPE SP 12.5 WEARING COURSE MIX (4,C), TON 24,094.00; TYPE SP 12.5 NON WEAR COURSE MIX (4,B), TON 8,140.00; ORNAMENTAL METAL RAILING TYPE SPECIAL 1(P), L F 2,123.00; STRUCTURAL CONCRETE (1A43)(P), C Y 34.00; STRUCTURAL CONCRETE (3Y43)(P), C Y 425.50; STRUCTURE EXCAVATION CLASS U(P), C Y 7,470.00; REINFORCEMENT BARS(P), LB 3,605.00; REINFORCEMENT BARS (EPOXY COATED)(P), LB 15,845.00; STRUCTURE EXCAVATION, LS 1.00; MODULAR BLOCK RETAINING WALL SPECIAL, S Y 1,512.00; BOULDER RETAINING WALL, SQ FT 551.00; ANTI-GRAFFITI COATING(P), S F 21,293.00; SPECIAL SURFACE FINISH(P), S F 2,965.00; ARCH SURFACE FINISH (MULTI COLOR)(P), S F 18,328.00; ARCH CONC TEXTURE (ASHLAR STONE)(P), S F 5,243.00; 6X6 PRECAST CONCRETE BOX CULVERT, L F 78.00; GRANULAR BEDDING (CV), C Y 108.00; AGGREGATE BEDDING (CV), C Y 587.00; COARSE FILTER AGGREGATE (CV), C Y 210.00; STEEL SHEET PILING (PERMANENT), S F 16,793.00; 15" CS PIPE CULVERT, L F 1,236.00; 18" CS PIPE CULVERT, L F 290.00; 12" RC PIPE APRON, EACH 3.00; 15" RC PIPE APRON, EACH 2.00; 24" RC PIPE APRON, EACH 4.00; 36" RC PIPE APRON, EACH 1.00; 42" RC PIPE APRON, EACH 2.00; 48" RC PIPE APRON, EACH 1.00; TRASH GUARD FOR 12" PIPE APRON, EACH 3.00; TRASH GUARD FOR 15" PIPE APRON, EACH 2.00; TRASH GUARD FOR 24" PIPE APRON, EACH 4.00; TRASH GUARD FOR 36" PIPE APRON, EACH 1.00; TRASH GUARD FOR 42" PIPE APRON, EACH 2.00; TRASH GUARD FOR 48" PIPE APRON, EACH 1.00; 4" TP PIPE DRAIN, L F 464.00; 4" PERF PE PIPE DRAIN, L F 4,564.00; 6" PERF PE PIPE DRAIN, L F 245.00; 6" PVC PIPE DRAIN CLEANOUT, EACH 2.00; 36" CP PIPE SEWER, L F 76.00; 12" RC PIPE SEWER DES 3006 CL V, L F 2,076.00; 15" RC PIPE SEWER DES 3006 CL V, L F 4,148.00; 18" RC PIPE SEWER DES 3006 CL V, L F 2,653.00; 21" RC PIPE SEWER DES 3006 CL III, L F 775.00; 24" RC PIPE SEWER DES 3006 CL III, L F 3,110.00; 27" RC PIPE SEWER DES 3006 CL III, L F 122.00; 30" RC PIPE SEWER DES 3006 CL III, L F 362.00; 36" RC PIPE SEWER DES 3006 CL III, L F 2,715.00; 42" RC PIPE SEWER DES 3006 CL III, L F 426.00; 48" RC PIPE SEWER DES 3006 CL III, L F 68.00; CONSTRUCT BULKHEAD, EACH 2.00; CONNECT TO EXISTING SANITARY SEWER, EACH 10.00; CONNECT TO EXISTING MANHOLES (SAN), EACH 3.00; CONNECT TO EXISTING SANITARY SEWER SER, EACH 13.00; TEMPORARY SANITARY BYPASS, EACH 6.00; 8"X4" PVC WYE, EACH 1.00; 8"X6" PVC WYE, EACH 8.00; 30" RPMP SEWER, LIN FT 127.00; PLUG FILL & ABANDON PIPE SEWER, L F 137.00; VIDEO TAPE PIPE SEWER, L F 60.00; 4" PVC PIPE SEWER, L F 48.00; 6" PVC PIPE SEWER, L F 308.00; 8" PVC PIPE SEWER, L F 681.00; IRRIGATION SYSTEM PROVISION, LUMP SUM 1.00; CONNECT TO EXISTING WATER MAIN, EACH 42.00; CONNECT TO EXISTING WATER SERVICE, EACH 16.00; HYDRANT, EACH 13.00; ADJUST GATE VALVE & BOX, EACH 39.00; 1.5" CORPORATION STOP, EACH 16.00; TEMPORARY WATER SERVICE A, EACH 19.00; TEMPORARY WATER SERVICE B, EACH 1.00; 6" GATE VALVE & BOX, EACH 14.00; 8" GATE VALVE & BOX, EACH 2.00; 10" GATE VALVE & BOX, EACH 2.00; 12" GATE VALVE & BOX, EACH 6.00; 1.5" CURB STOP & BOX, EACH 16.00; 1.5" TYPE K COPPER PIPE, L F 915.00; 6" WATERMAIN DUCTILE IRON CL 52, L F 457.00; 8" WATERMAIN DUCTILE IRON CL 52, L F 460.00; 10" WATERMAIN DUCTILE IRON CL 52, L F 187.00; 12" WATERMAIN DUCTILE IRON CL 52, L F 46.00; WATERMAIN ENCASEMENT, L F 1,077.00; 4" INSULATION, S Y 766.00; DUCTILE IRON FITTINGS, LB 8,510.00; CONST DRAINAGE STRUCTURE DESIGN G, L F 215.60; CONST DRAINAGE STRUCTURE DESIGN H, L F 44.30; CONST DRAINAGE STRUCTURE DESIGN SPECIAL, L F 97.00; CONST DRAINAGE STRUCTURE DESIGN SPEC 1, L F 26.00; CONST DRAINAGE STRUCTURE DES 48-4020, L F 621.80; CONST DRAINAGE STRUCTURE DES 60-4020, L F 201.80; CONST DRAINAGE STRUCTURE DES 72-4020, L F 125.90; CONST DRAINAGE STRUCTURE DES 84-4020, L F 38.90; CONST DRAINAGE STRUCTURE DES 96-4020, L F 12.90; CONST DRAINAGE STRUCTURE DESIGN SPEC 1, EACH 1.00; CONST DRAINAGE STRUCTURE DESIGN SPEC 2, EACH 1.00; CONST DRAINAGE STRUCTURE DESIGN SPEC 3, EACH 1.00; CASTING ASSEMBLY (SANITARY SEWER), EACH 5.00; CASTING ASSEMBLY, EACH 235.00; INSTALL CASTING, EACH 1.00; INFILTRATION SYSTEM, LS 1.00; GROUT CATCH BASIN OR MANHOLE, EACH 4.00; ADJUST FRAME & RING CASTING, EACH 45.00; CONNECT INTO EXISTING STORM SEWER, EACH 9.00; SEAL MANHOLE, EACH 70.00; INSTALL MANHOLE (72' FRP), EACH 2.00; INSTALL MANHOLE (120' RCP RISER), EACH 2.00; INSTALL MANHOLE (114' FRP LINER), EACH 2.00; RECONSTRUCT DRAINAGE STRUCTURE, LIN FT 17.00; RANDOM RIPRAP CLASS SPECIAL, C Y 28.00; RANDOM RIPRAP CLASS III, C Y 51.00; GEOTEXTILE FILTER TYPE IV, S Y 125.00; SHEETPILE APRON SUPPORT, EACH 11.00; 4" CONCRETE WALK, S F 65,698.00; 4" CONCRETE WALK SPECIAL, S F 37,160.00; 6" CONCRETE WALK, S F 9,488.00; 3" BITUMINOUS WALK, S F 62,160.00; CONCRETE CURB & GUTTER DESIGN B612, L F 25,839.00; CONCRETE CURB & GUTTER DESIGN B624, L F 17,892.00; CONCRETE CURB & GUTTER DESIGN D424, L F 150.00; CONCRETE CURB DESIGN V10, L F 20.00; 6" CONCRETE DRIVEWAY PAVEMENT, S Y 944.00; TRUNCATED DOMES, S F 970.00; PORTABLE PRECAST CONCR BARRIER DES 8337, L F 1,449.00; RELOCATE PORT PRECAST CONC BAR DES 8337, LIN FT 2,520.00; INSTALL MAILBOX SUPPORT, EACH 88.00; BRICK PAVERS, S F 7,654.00; LIGHT FOUNDATION DESIGN E, EACH 1.00; INSTALL LIGHTING UNIT, EACH 1.00; GUIDE POST TYPE B, EACH 29.00; IMPACT ATTENUATOR NO 1, AMBY 8.00; RELOCATE IMPACT ATTENUATOR NO 1, AMBY 9.00; WIRE FENCE DESIGN 60-9322, L F 711.00; TRAFFIC CONTROL SUPERVISOR, LS 1.00; TRAFFIC CONTROL, LS 1.00; TEMPORARY PEDESTRIAN ACCESS CONTROL, LS 1.00; MEDIAN BARRIER DELINEATOR, EACH 109.00; SIGN PANELS TYPE C, S F 957.00; SIGN PANELS TYPE D, S F 33.00; INSTALL SIGN TYPE C, EACH 30.00; INSTALL SIGN TYPE SPECIAL, EACH 21.00; HAZARD MARKER X4-2, EACH 19.00; TRAFFIC CONTROL SIGNAL SYSTEM B, SIGS 1.00; TRAFFIC CONTROL SIGNAL SYSTEM C, SIGS 1.00; EMERGENCY VEHICLE PREEMPTION SYS B, LS 1.00; EMERGENCY VEHICLE PREEMPTION SYS C, LS 1.00; TRAFFIC CONTROL INTERCONNECTION, LS 1.00; TEMPORARY SIGNAL SYSTEM A, SYS 1.00; TEMPORARY SIGNAL SYSTEM B, SYS 1.00; TEMPORARY SIGNAL SYSTEM C, SYS 1.00; TEMPORARY FENCE, L F 500.00; CLEAN ROOT CUTTING, L F 500.00; SILT FENCE, TYPE MS, L F 22,566.00; FLOTATION SILT CURTAIN TYPE MOVING WATER, L F 110.00; STORM DRAIN INLET PROTECTION, EACH 277.00; SEDIMENT CONTROL LOG TYPE COMPOST, L F 600.00; STABILIZED CONSTRUCTION EXIT, LS 1.00; EROSION CONTROL SUPERVISOR, LS 1.00; CULVERT END CONTROLS, LS 1.00; FERTILIZER TYPE 3, LB 637.00; FERTILIZER TYPE 4, LB 516.00; SELECT TOPSOIL BORROW (SPECIAL) CV(P), CU YD 3,266.00; SEEDING, ACRE 5.60; SEED MIXTURE 25-151, POUND 220.00; SEED MIXTURE 35-241, POUND 126.00; SODDING TYPE LAWN, S Y 34,429.00; EROSION CONTROL BLANKETS CATEGORY 3, S Y 25,376.00; TURF REINFORCEMENT MAT CATEGORY 4, S Y 250.00; RAPID STABILIZATION METHOD 3, MGAL 131.00; EROSION STABILIZATION PANEL, SQ FT 640.00; INTERIM PAVEMENT MARKING, LS 1.00; PAVT MSSG (LT ARROW) POLY PREF, EACH 43.00; PAVT MSSG (RT ARROW) POLY PREF, EACH 29.00; PAVT MSSG (LT-THRU ARROW) POLY PREF, EACH 2.00; 4" SOLID LINE WHITE-PAINT, L F 46,504.00; 4" DOUBLE SOLID LINE YELLOW-PAINT, L F 53,497.00; 4" SOLID LINE WHITE-EPOXY-GR IN, L F 16,183.00; 4" BROKEN LINE WHITE-EPOXY-GR IN, L F 948.00; 4" SOLID LINE YELLOW-EPOXY-GR IN, L F 2,303.00; 24" SOLID LINE YELLOW-EPOXY-GR IN, L F 534.00; 4" BROKEN LINE YELLOW-EPOXY-GR IN, L F 461.00; 4" DBLE SOLID LINE YELLOW-EPOXY- GR IN, L F 8,593.00; CROSSWALK MARKING-POLY PREFORM, S F 2,446.00;

 


All project plans, specifications, instructions for bidders, the bid form and all other requirements are available at https://egram.co.hennepin.mn.us. 

 

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

 

Nicholas Hentges

Hennepin County