ADVERTISEMENT FOR BIDS

 

ROAD RECONSTRUCTION - CSAH 61

C.P. 0904; eGram Project ID 2090400

BIDS CLOSE Tuesday, November 14, 2017

HENNEPIN COUNTY, MINNESOTA

 

Electronic bids for the above referenced project will be accepted through Hennepin County's online electronic bidding system (eGram)

until 2 p.m., Tuesday, November 14, 2017, 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.

 

LOCATION: CSAH 61 (Flying Cloud Drive) in Eden Prairie and Chanhassen

 

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 D, EACH 1.00; CLEARING, ACRE 12.20; CLEARING, TREE 153.00; GRUBBING, ACRE 9.40; GRUBBING, TREE 153.00; PAVEMENT MARKING REMOVAL, SQ FT 1,000.00; PAVEMENT MARKING REMOVAL, LIN FT 2,000.00; REMOVE PIPE DRAIN, LIN FT 409.00; REMOVE PIPE CULVERTS, LIN FT 2,020.00; REMOVE SEWER PIPE (STORM), LIN FT 3,545.00; REMOVE CURB & GUTTER, LIN FT 4,218.00; REMOVE CHAIN LINK FENCE, LIN FT 258.00; REMOVE CABLE GUARDRAIL, LIN FT 10,796.00; REMOVE GUARDRAIL-PLATE BEAM, LIN FT 3,180.00; REMOVE CONCRETE BOX CULVERT, LIN FT 522.00; REMOVE BITUMINOUS DRIVEWAY PAVEMENT, SQ FT 45,024.00; REMOVE PAVEMENT(P), SQ YD 99,765.00; REMOVE PIPE APRON, EACH 12.00; REMOVE ANCHORAGE ASSEMBLY-CABLE, EACH 42.00; REMOVE ANCHORAGE ASSEMBLY-PLATE BEAM, EACH 11.00; REMOVE POST, EACH 29.00; REMOVE LIGHT FIXTURE, EACH 2.00; REMOVE DRAINAGE STRUCTURE, EACH 41.00; REMOVE MASONRY & CONCRETE FOUNDATION, EACH 1.00; REMOVE DELINEATOR, EACH 5.00; REMOVE MARKER, EACH 34.00; REMOVE SIGN TYPE C, EACH 59.00; REMOVE SIGN TYPE D, EACH 6.00; REMOVE ENERGY ABSORBING TERMINAL, EACH 11.00; REMOVE MAIL BOX SUPPORT, EACH 7.00; SAWING BIT PAVEMENT (FULL DEPTH), LIN FT 860.00; SALVAGE WOOD POST, EACH 3.00; SALVAGE VEHICULAR GATE, EACH 1.00; SALVAGE SIGN TYPE C, EACH 25.00; SALVAGE SIGN TYPE SPECIAL, EACH 4.00; REMOVE MISCELLANEOUS STRUCTURES, EACH 4.00; SETTLEMENT PLATES, EACH 51.00; GEOTEXTILE FABRIC SPECIAL, SQ YD 14,043.00; GEOTEXTILE FABRIC TYPE V, SQ YD 70,064.00; GEOGRID, SQ YD 37,773.00; EXCAVATION SPECIAL, CU YD 8,000.00; SURCHARGE MATERIAL(P), CU YD 84,259.00; HAUL & DISPOSE OF CONTAMINATED MATERIAL, TON 15,000.00; EXCAVATION - COMMON(P), CU YD 262,167.00; EXCAVATION - MUCK, CU YD 10,022.00; EXCAVATION - SUBGRADE(P), CU YD 30,007.00; GRANULAR EMBANKMENT (CV)(P), CU YD 68,343.00; SELECT GRANULAR EMBANKMENT MOD 5% (CV)(P), CU YD 5,032.00; SELECT GRANULAR EMBANKMENT MOD 10% (CV)(P), CU YD 93,389.00; COMMON EMBANKMENT (CV)(P), CU YD 123,360.00; COMMON EMBANKMENT SPECIAL, CU YD 734.00; AGGREGATE SURFACING (CV) CLASS 1, CU YD 266.00; STREET SWEEPER (WITH PICKUP BROOM), HOUR 750.00; WATER, M GALLON 450.00; CALCIUM CHLORIDE SOLUTION, GALLON 23,000.00; AGGREGATE BASE (CV) CLASS 5(P), CU YD 32,930.00; MILL BITUMINOUS SURFACE (2.0"), SQ YD 100.00; TYPE SP 12.5 WEARING COURSE MIX (2,B), TON 5,626.00; TYPE SP 12.5 WEARING COURSE MIX (4,C), TON 23,119.00; TYPE SP 12.5 NON WEAR COURSE MIX (4,B), TON 18,024.00; STRUCTURAL CONCRETE (1G52)(P), CU YD 971.00; STRUCTURAL CONCRETE (3B52)(P), CU YD 1,484.00; TYPE F (TL-4) BARRIER CONCRETE (3S52)(P), LIN FT 2,552.00; TYPE P-4 (TL-4) BARRIER CONCRETE (3S52)(P), LIN FT 764.00; TYPE MOD P-4 (TL-4) BARRIER CONC (3S52)(P), LIN FT 222.00; SIDEWALK CONCRETE (3S52)(P), SQ FT 2,692.00; REINFORCEMENT BARS(P), POUND 78,840.00; REINFORCEMENT BARS (EPOXY COATED)(P), POUND 1,219,030.00; REINFORCEMENT BARS (STAINLESS-60KSI)(P), POUND 1,730.00; STRUCTURE EXCAVATION SPECIAL 1, LUMP SUM 1.00; STRUCTURE EXCAVATION SPECIAL 2, LUMP SUM 1.00; STRUCTURE EXCAVATION SPECIAL 3, LUMP SUM 1.00; CIP CONCRETE FACING(P), SQ FT 77,489.00; BRIDGE DECK PLANING(P), SQ FT 6,200.00; BRIDGE SLAB CONCRETE (3YHPC-S)(P), SQ FT 6,485.00; BRIDGE SLAB CONCRETE (3YHPC-M) - ELEVATED(P), SQ FT 69,218.00; BRIDGE SLAB CONCRETE (3YHPC-M) - AT GRADE(P), SQ FT 33,643.00; FLOOR DRAIN TYPE SPECIAL, EACH 5.00; FLOOR DRAIN TYPE B705 (MODIFIED), EACH 8.00; ORNAMENTAL METAL RAILING TYPE SPECIAL PC(P), LIN FT 222.00; ELASTOMERIC BEARING PAD, EACH 5.00; ELASTOMERIC BEARING PAD TYPE 1, EACH 21.00; EXPANSION JOINT DEVICES TYPE 4(P), LIN FT 279.00; BEARING ASSEMBLY, EACH 133.00; CONCRETE WEARING COURSE (3U17A)(P), SQ FT 6,607.00; PRESTRESSED CONCRETE BEAMS 36M(P), LIN FT 714.00; PRESTRESSED CONCRETE BEAMS MN54(P), LIN FT 6,005.00; DIAPHRAGMS FOR TYPE 36M PREST BEAMS(P), LIN FT 75.00; DIAPHRAGMS FOR TYPE MN54 PREST BEAMS(P), LIN FT 2,000.00; EXPANSION JOINTS, DESIGN E8H(P), LIN FT 228.00; BRIDGE APPROACH PANELS(P), SQ YD 609.00; STRUCTURAL CONCRETE (3G52), CU YD 959.00; ARCH SURFACE FINISH (MULTI COLOR)(P), SQ FT 81,688.00; ARCH CONC TEXTURE (ASHLAR STONE)(P), SQ FT 81,688.00; 8X8 PRECAST CONCRETE BOX CULVERT, LIN FT 270.00; 16X4 PRECAST CONCRETE BOX CULVERT(P), LIN FT 110.00; 8X8 PRECAST CONCRETE BOX CULV END SECT, EACH 4.00; 16X4 PRECAST CONCRETE BOX CULVERT END SECTION, EACH 2.00; MMA FLOOD SEAL, SQ FT 105,261.00; STRUCTURE EXCAVATION CLASS E(P), CU YD 8,955.00; AGGREGATE BEDDING (CV), CU YD 3,077.00; COARSE AGGREGATE BEDDING (CV)(P), CU YD 180.00; STRUCTURAL BACKFILL(P), CU YD 9,195.00; C-I-P CONC TEST PILE 75 FT LONG 12", EACH 15.00; C-I-P CONC TEST PILE 100 FT LONG 12", EACH 11.00; C-I-P CONC TEST PILE 105 FT LONG 12", EACH 5.00; C-I-P CONC TEST PILE 110 FT LONG 12", EACH 10.00; C-I-P CONC TEST PILE 100 FT LONG 16", EACH 7.00; C-I-P CONC TEST PILE 105 FT LONG 16", EACH 4.00; C-I-P CONC TEST PILE 125 FT LONG 16", EACH 4.00; PILE REDRIVING, EACH 45.00; TIEBACK ANCHOR, EACH 1,057.00; C-I-P CONCRETE PILING 12", LIN FT 33,415.00; C-I-P CONCRETE PILING 16", LIN FT 10,890.00; STEEL H-PILING 12"(P), LIN FT 12,870.00; STEEL H-PILING 14"(P), LIN FT 9,320.00; STEEL SHEET PILING (PERMANENT)(P), SQ FT 593.00; TEMPORARY LAGGING(P), SQ FT 66,252.00; 30" CS PIPE CULVERT, LIN FT 47.00; 36" CS PIPE CULVERT, LIN FT 176.00; 42" CS PIPE CULVERT, LIN FT 175.00; 48" CS PIPE CULVERT, LIN FT 91.00; 15" CS PIPE APRON, EACH 4.00; 18" CS PIPE APRON, EACH 7.00; 30" CS PIPE APRON, EACH 2.00; 36" CS PIPE APRON, EACH 5.00; 42" CS PIPE APRON, EACH 2.00; 48" CS PIPE APRON, EACH 1.00; 15" RC PIPE APRON, EACH 20.00; 18" RC PIPE APRON, EACH 14.00; 24" RC PIPE APRON, EACH 17.00; 30" RC PIPE APRON, EACH 3.00; 36" RC PIPE APRON, EACH 5.00; 42" RC PIPE APRON, EACH 1.00; 48" RC PIPE APRON, EACH 1.00; 54" RC PIPE APRON, EACH 2.00; 60" RC PIPE APRON, EACH 4.00; 36" SPAN RC PIPE-ARCH CULV CL IIA, LIN FT 249.00; 36" SPAN RC PIPE-ARCH APRON, EACH 4.00; 15" RC PIPE CULVERT DES 3006 CL III, LIN FT 43.00; 18" RC PIPE CULVERT DES 3006 CL III, LIN FT 165.00; 24" RC PIPE CULVERT DES 3006 CL III, LIN FT 191.00; 30" RC PIPE CULVERT DES 3006 CL III, LIN FT 82.00; 36" RC PIPE CULVERT DES 3006 CL III, LIN FT 105.00; 54" RC PIPE CULVERT DES 3006 CL III, LIN FT 84.00; 30" RC DISSIPATOR RING, EACH 1.00; 36" RC DISSIPATOR RING, EACH 2.00; 48" RC DISSIPATOR RING, EACH 1.00; 60" RC DISSIPATOR RING, EACH 2.00; TRASH GUARD FOR 24" PIPE APRON, EACH 4.00; TRASH GUARD FOR 30" PIPE APRON, EACH 1.00; TRASH GUARD FOR 36" PIPE APRON, EACH 1.00; TRASH GUARD FOR 54" PIPE APRON, EACH 1.00; TRASH GUARD FOR 60" PIPE APRON, EACH 1.00; 4" PRECAST CONCRETE HEADWALL, EACH 2.00; 6" PRECAST CONCRETE HEADWALL, EACH 2.00; 8" PRECAST CONCRETE HEADWALL, EACH 2.00; 4" TP PIPE DRAIN, LIN FT 2,886.00; 6" TP PIPE DRAIN, LIN FT 3,127.00; 8" TP PIPE DRAIN, LIN FT 69.00; 18" TP PIPE DRAIN, LIN FT 43.00; 4" PERF TP PIPE DRAIN, LIN FT 2,530.00; 6" PERF TP PIPE DRAIN, LIN FT 6,031.00; 8" PERF TP PIPE DRAIN (MOD), LIN FT 533.00; DRAINAGE SYSTEM TYPE (B910) BRIDGE 27C01, LUMP SUM 1.00; DRAINAGE SYSTEM TYPE (B910) BRIDGE 27C02, LUMP SUM 1.00; DRAINAGE SYSTEM WALL WG, LUMP SUM 1.00; DRAINAGE SYSTEM WALL WJ, LUMP SUM 1.00; CONNECT TO EXISTING PIPE DRAIN, EACH 10.00; 8" PVC PIPE DRAIN CLEANOUT, EACH 18.00; 15" CS PIPE SEWER, LIN FT 254.00; 18" CS PIPE SEWER, LIN FT 134.00; 8" PVC PIPE SEWER, LIN FT 1,542.00; 6" DUCTILE IRON PIPE SEWER, LIN FT 122.00; 28" SPAN RC PIPE-ARCH SEWER CL IIA, LIN FT 333.00; 15" RC PIPE SEWER DES 3006 CL V, LIN FT 9,173.00; 18" RC PIPE SEWER DES 3006 CL V, LIN FT 3,155.00; 24" RC PIPE SEWER DES 3006 CL III, LIN FT 2,104.00; 24" RC PIPE SEWER DES 3006 CL IV, LIN FT 619.00; 30" RC PIPE SEWER DES 3006 CL III, LIN FT 939.00; 36" RC PIPE SEWER DES 3006 CL III, LIN FT 1,576.00; 36" RC PIPE SEWER DES 3006 CL V, LIN FT 89.00; 42" RC PIPE SEWER DES 3006 CL III, LIN FT 50.00; 48" RC PIPE SEWER DES 3006 CL IV, LIN FT 156.00; 60" RC PIPE SEWER DES 3006 CL III, LIN FT 489.00; 60" RC PIPE SEWER DES 3006 CL V, LIN FT 49.00; SEWER INSPECTION, LUMP SUM 1.00; CONSTRUCT BULKHEAD, EACH 1.00; CONNECT TO EXISTING STORM SEWER, EACH 3.00; 6" PIPE PLUG, EACH 1.00; 8" PIPE PLUG, EACH 4.00; 8"X6" PVC WYE, EACH 1.00; 6" PVC SANITARY SERVICE PIPE, LIN FT 37.00; 4 DUCTILE IRON PIPE SEWER CL 54 FORCEMAIN, LIN FT 1,125.00; LINING SEWER PIPE 24", LIN FT 192.00; 4" INSULATION, SQ YD 57.00; TEST WATER MAIN, LUMP SUM 1.00; TEST SANITARY SEWER FORCEMAIN, LUMP SUM 1.00; HYDRANT, EACH 5.00; 0.75" CORPORATION STOP, EACH 2.00; 4" GATE VALVE & BOX, EACH 1.00; 6" GATE VALVE & BOX, EACH 1.00; 8" GATE VALVE & BOX, EACH 4.00; 0.75" CURB STOP & BOX, EACH 2.00; 3/4" TYPE K COPPER PIPE, LIN FT 20.00; 6" WATERMAIN DUCTILE IRON CL 52, LIN FT 155.00; 8" WATERMAIN DUCTILE IRON CL 52, LIN FT 2,139.00; DUCTILE IRON FITTINGS, POUND 1,896.00; CONST DRAINAGE STRUCTURE DESIGN F, LIN FT 120.00; CONST DRAINAGE STRUCTURE DESIGN G, LIN FT 157.80; CONST DRAINAGE STRUCTURE DESIGN H, LIN FT 134.60; CONST DRAINAGE STRUCTURE DESIGN SD-48, LIN FT 76.50; CONST DRAINAGE STRUCTURE DESIGN SD-60, LIN FT 6.60; CONST DRAINAGE STRUCTURE DES 48-4020, LIN FT 307.10; CONST DRAINAGE STRUCTURE DES 60-4020, LIN FT 107.00; CONST DRAINAGE STRUCTURE DES 72-4020, LIN FT 88.60; CONST DRAINAGE STRUCTURE DES 84-4020, LIN FT 74.10; CONST DRAINAGE STRUCTURE DES 96-4020, LIN FT 124.50; CONST DRAINAGE STRUCTURE DES 108-4020, LIN FT 9.10; CASTING ASSEMBLY, EACH 218.00; INFILTRATION SYSTEM, LUMP SUM 1.00; CONNECT INTO EXISTING DRAINAGE STRUCTURE, EACH 2.00; CONSTRUCT CONTROL STRUCTURE, EACH 3.00; CONST DRAINAGE STRUCTURE DESIGN SPECIAL, EACH 4.00; CONST DRAINAGE STRUCTURE DESIGN SPEC 1, EACH 4.00; CONST DRAINAGE STRUCTURE DESIGN SPEC 2, EACH 10.00; CASTING ASSEMBLY SPECIAL, EACH 14.00; CASTING ASSEMBLY SPECIAL 1, EACH 8.00; STANDARD SANITARY MANHOLE DESIGN S-1 0-8', EACH 8.00; CONSTRUCT 8" OUTSIDE DROP, LIN FT 4.90; EXTRA DEPTH SANITARY MANHOLE, 48" DIA DESIGN S-1, LIN FT 29.70; RANDOM RIPRAP CLASS I(P), CU YD 70.00; RANDOM RIPRAP CLASS II, CU YD 714.50; RANDOM RIPRAP CLASS III, CU YD 3,503.00; RANDOM RIPRAP CLASS IV, CU YD 107.00; GEOTEXTILE FILTER TYPE III, SQ YD 3,750.00; GEOTEXTILE FILTER TYPE IV, SQ YD 4,711.00; GEOTEXTILE FILTER TYPE VII, SQ YD 1,440.00; RANDOM RIPRAP (MATRIX)(P), CU YD 660.00; GABION(P), CU YD 12.00; 6" CONCRETE WALK SPECIAL, SQ FT 8,633.00; CONCRETE CURB & GUTTER DESIGN B618, LIN FT 2,367.00; CONCRETE CURB & GUTTER DESIGN S524 (MOD), LIN FT 35,424.00; 8" CONCRETE DRIVEWAY PAVEMENT, SQ YD 423.00; TRUNCATED DOMES, SQ FT 222.00; PORTABLE PRECAST CONC BARRIER DES 8337, LIN FT 8,025.00; INSTALL MAIL BOX SUPPORT, EACH 5.00; MAIL BOX SUPPORT, EACH 5.00; RELOCATE MAIL BOX, EACH 7.00; 1.25" NON-METALLIC CONDUIT, LIN FT 20,094.00; HANDHOLE, EACH 10.00; TRAFFIC BARRIER DESIGN SPECIAL, LIN FT 175.00; TRAFFIC BARRIER DESIGN B8338, LIN FT 8,975.00; END TREATMENT-TANGENT TERMINAL, EACH 16.00; GUARDRAIL TRANSITION CONNECTION, EACH 1.00; GUIDE POST TYPE SPECIAL, EACH 57.00; IMPACT ATTENUATOR, ASSEMBLY 14.00; WIRE FENCE DESIGN 6.5-9321, LIN FT 896.00; FENCE DESIGN SPECIAL(P), LIN FT 4,588.00; SNOW FENCE, LIN FT 681.00; TRAFFIC CONTROL SUPERVISOR, LUMP SUM 1.00; TRAFFIC CONTROL, LUMP SUM 1.00; PORTABLE CONCRETE BARRIER DELINEATOR, EACH 321.00; PORTABLE CHANGEABLE MESSAGE SIGN, UNIT DAY 880.00; SIGN PANELS TYPE SPECIAL, SQ FT 49.00; SIGN PANELS TYPE C, SQ FT 830.00; SIGN PANELS TYPE D, SQ FT 86.00; INSTALL SIGN PANEL TYPE C, EACH 26.00; INFILTRATION AREA MARKER X3-6A, EACH 6.00; SILT FENCE, TYPE SD, LIN FT 2,962.00; SILT FENCE, TYPE MS, LIN FT 62,368.00; SANDBAG BARRIER, SQ FT 1,800.00; FLOTATION SILT CURTAIN TYPE MOVING WATER, LIN FT 1,003.00; SEDIMENT TRAP EXCAVATION, CU YD 80.00; WATER TREATMENT, LUMP SUM 1.00; WATER TREATMENT TYPE ROCK WEEPER, EACH 10.00; WATER TREATMENT TYPE STAND PIPE, EACH 10.00; WATER TREATMENT TYPE FLOCCULANT SOCK, EACH 36.00; FILTER BERM TYPE 1, LIN FT 36.00; FILTER BERM TYPE 3, LIN FT 416.00; SEDIMENT REMOVAL BACKHOE, HOUR 100.00; SEDIMENT REMOVAL VAC TRUCK, HOUR 24.00; STORM DRAIN INLET PROTECTION, EACH 276.00; SEDIMENT CONTROL LOG TYPE STRAW, LIN FT 20,343.00; SEDIMENT CONTROL LOG TYPE BLANKET SYSTEM, LIN FT 686.00; STABILIZED CONSTRUCTION EXIT, LUMP SUM 1.00; LIQUID FLOCCULANT, GALLON 20.00; EROSION CONTROL SUPERVISOR, LUMP SUM 1.00; CULVERT END CONTROLS, EACH 30.00; ROCK DITCH CHECK, EACH 4.00; FERTILIZER TYPE 1, POUND 11,536.00; FERTILIZER TYPE 3, POUND 7,274.00; FERTILIZER TYPE 4, POUND 1,668.00; FILTER TOPSOIL BORROW, CU YD 474.00; SUBSOILING, ACRE 41.00; SOIL BED PREPARATION, ACRE 41.00; SEEDING, ACRE 94.00; SEED MIXTURE 25-121, POUND 294.00; SEED MIXTURE 25-141, POUND 195.00; SEED MIXTURE 33-261, POUND 250.00; SEED MIXTURE 35-221, POUND 505.00; SEED MIXTURE 35-241, POUND 233.00; MULCH MATERIAL TYPE 9, CU YD 641.00; EROSION CONTROL BLANKETS CATEGORY 3N, SQ YD 202,835.00; EROSION CONTROL BLANKETS CATEGORY 4N, SQ YD 152,676.00; TURF REINFORCEMENT MAT CATEGORY 2, SQ YD 3,536.00; TURF REINFORCEMENT MAT CATEGORY 4, SQ YD 9,317.00; WATER, M GALLON 10.00; MOWING, ACRE 80.00; WEED SPRAYING, ACRE 21.00; WEED SPRAY MIXTURE, GALLON 21.00; HYDRAULIC MULCH MATRIX, POUND 7,016.00; RAPID STABILIZATION METHOD 3, M GALLON 21.00; RAPID STABILIZATION METHOD 4, SQ YD 57,684.00; PAVT MSSG PREF THERMO GR IN, SQ FT 1,226.00; 4" SOLID LINE EPOXY GR IN, LIN FT 15,760.00; 6" SOLID LINE EPOXY GR IN, LIN FT 37,800.00; 24" SOLID LINE EPOXY GR IN, LIN FT 2,690.00; 4" BROKEN LINE EPOXY GR IN, LIN FT 2,970.00; 4" DBLE SOLID LINE EPOXY GR IN, LIN FT 24,600.00; , all in accordance with the specifications and bid forms.

 

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

 

The advertisement for this project may also be viewed at the Minnesota Department of Transportation State Aid for Local Transportation eAdvert web site and at the Hennepin County web site at www.hennepin.us/contractopportunities under "Road and bridge construction."

 

Daniel G. Allmaras

Hennepin County