Hennepin County, MN

County Project

CLOSING DATE: Tuesday, April 12, 2016

 

ADVERTISEMENT FOR BIDS-

NOTICE is hereby given that SEALED BIDS will be received by the Hennepin County

Purchasing and Contract Services Division, A-1730 Government Center, Minnepolis, MN 55487 until 2 P.M. on ,Tuesday, April 12, 2016, for the following project:

 

STATE AID PROJECT NO. 027-702-021

 

LOCATION: CSAH 102 (Douglas Drive) in Golden Valley

 

TYPE OF WORK: Road Reconstruction

 

LENGTH: 1.5 miles

 

The major items of work are approximately:

 

AS BUILT, LS 1.00; MOBILIZATION, LS 1.00; FIELD OFFICE TYPE D, EACH 1.00; FIELD LABORATORY TYPE DX, EACH 1.00; CLEARING, ACRE 1.79; CLEARING, TREE 72.00; GRUBBING, ACRE 1.79; GRUBBING, TREE 72.00; PAVEMENT MARKING REMOVAL, L F 5,000.00; REMOVE WATER MAIN, L F 4,900.00; REMOVE SANITARY SEWER SERVICE, LIN FT 300.00; REMOVE SEWER PIPE (STORM), L F 8,667.00; REMOVE SEWER PIPE (SANITARY), L F 40.00; REMOVE CURB & GUTTER, L F 21,844.00; REMOVE RETAINING WALL, L F 430.00; REMOVE WATER SERVICE PIPE, L F 2,035.00; REMOVE GAS MAIN, L F 7,500.00; REMOVE WATER MAIN (PCCP), LIN FT 4,140.00; REMOVE BITUMINOUS WALK, S F 10,029.00; REMOVE CONCRETE WALK, S F 65,172.00; REMOVE PAVEMENT, S Y 18,246.00; REMOVE BITUMINOUS DRIVEWAY PAVEMENT, S Y 1,614.00; REMOVE BITUMINOUS PAVEMENT, S Y 44,766.00; REMOVE MANHOLE (SANITARY), EACH 13.00; REMOVE CONCRETE BOX CULVERT END SECTION, EACH 2.00; REMOVE VALVE VAULT STRUCTURE, EACH 6.00; REMOVE AIR RELIEF STRUCTURE, EACH 3.00; REMOVE SIGNAL SYSTEM D, EACH 1.00; REMOVE STAIRS, EACH 1.00; REMOVE CASTING, EACH 11.00; REMOVE GATE VALVE & BOX, EACH 38.00; REMOVE CURB STOP & BOX, EACH 40.00; REMOVE HYDRANT, EACH 20.00; REMOVE DRAINAGE STRUCTURE, EACH 97.00; REMOVE SIGN TYPE C, EACH 123.00; REMOVE SIGN TYPE SPECIAL, EACH 6.00; REMOVE SIGNAL SYSTEM B, EACH 1.00; REMOVE SIGNAL SYSTEM C, EACH 1.00; REMOVE SIGNAL SYSTEM E, EACH 1.00; SAWING CONCRETE PAVEMENT (FULL DEPTH), L F 259.00; SAWING BIT PAVEMENT (FULL DEPTH), L F 5,868.00; SALVAGE CASTING, EACH 9.00; SALVAGE CONCRETE APRON, EACH 3.00; SALVAGE WATER MAIN (PCCP), EACH 6.00; SALVAGE SIGN TYPE C, EACH 10.00; SALVAGE MAIL BOX SUPPORT, EACH 28.00; REMOVE CONCRETE ANCHORAGE, EACH 75.00; ABANDON WATER SERVICE, EACH 10.00; REMOVE TIMBER PILES, EACH 50.00; ABANDON WATER MAIN CASING, LIN FT 220.00; REMOVE PIPE (TRANSITE), LIN FT 50.00; ABANDON WATER MAIN, L F 590.00; COMMON EXCAVATION(P), C Y 30,813.00; MUCK EXCAVATION, C Y 4,191.00; SUBGRADE EXCAVATION(P), C Y 28,372.00; SELECT GRANULAR BORROW (CV)(P), C Y 31,520.00; SELECT GRANULAR BORROW MOD 10% (CV)(P), C Y 1,090.00; DEWATERING 1, LUMP SUM 1.00; DEWATERING 2, LUMP SUM 1.00; DEWATERING 3, LUMP SUM 1.00; DEWATERING 4, LUMP SUM 1.00; DEWATERING 5, LUMP SUM 1.00; 1 1/2" CLEAR ROCK, CU YD 200.00; COMMON BORROW SPECIAL (CV), C Y 4,714.00; EXCAVATION - INFILTRATION BASIN, CU YD 1,500.00; COMMON LABORERS, HOUR 60.00; STREET SWEEPER (WITH PICKUP BROOM), HOUR 200.00; 1.5 CU YD BACKHOE, HOUR 40.00; WATER, MGAL 200.00; AGGREGATE BASE CLASS 5, TON 250.00; AGGREGATE BASE (CV) CLASS 5(P), C Y 10,581.00; BITUMINOUS PATCHING MIXTURE (SPECIAL 1), TON 300.00; BITUMINOUS PATCHING MIXTURE (SPECIAL 2), TON 100.00; BITUMINOUS PATCHING MIXTURE (SPECIAL 3), TON 100.00; BITUMINOUS PATCHING MIXTURE (SPECIAL 4), TON 250.00; MILL BITUMINOUS SURFACE (2.0"), S Y 1,146.00; CONCRETE PAVEMENT 7.0" SPECIAL 1, SQ YD 557.00; CONCRETE PAVEMENT 7.0" SPECIAL 2, SQ YD 145.00; TYPE SP 12.5 WEARING COURSE MIX (3,C), TON 11,866.00; TYPE SP 12.5 NON WEAR COURSE MIX (3,B), TON 9,169.00; TYPE SP 12.5 WEAR CRS MIX(3,C)4.0" THICK, S Y 2,789.00; STRUCTURAL CONCRETE (1G52) (P), CU YD 227.00; STRUCTURAL CONCRETE (3B52)(P), CU YD 215.00; REINFORCEMENT BARS(P), LB 17,710.00; REINFORCEMENT BARS (EPOXY COATED)(P), LB 25,395.00; STRUCTURE EXCAVATION, LS 1.00; ORNAMENTAL METAL RAILING, L F 535.00; CONCRETE STAIRWAY, EACH 1.00; MODULAR BLOCK RETAINING WALL, S F 2,669.00; 16X8 PRECAST CONCRETE BOX CULVERT(P), L F 84.00; REMOVE EXISTING CONCRETE BOX CULVERT, LUMP SUM 1.00; GRANULAR BEDDING (CV), C Y 200.00; AGGREGATE BEDDING (CV), C Y 200.00; CRUSHED ROCK, TON 1,750.00; TEST PILE (HELICAL), EACH 2.00; ANCHOR PILING (HELICAL), LIN FT 840.00; 15" RC PIPE APRON, EACH 2.00; 30" RC PIPE APRON, EACH 2.00; 48" RC PIPE APRON, EACH 1.00; TRASH GUARD FOR 15" PIPE APRON, EACH 2.00; 34" SPAN ARCH PERF PVC PIPE DRAIN, LIN FT 180.00; 4" PERF TP PIPE DRAIN, L F 6,000.00; DRAINAGE SYSTEM, LS 1.00; 4" SEWER SERVICE CLEANOUT, EACH 4.00; 6" SEWER SERVICE CLEANOUT, EACH 4.00; CONNECT INTO DRAINAGE STRUCTURE, EACH 5.00; DRAIN TILE, L F 180.00; 22" SPAN RC PIPE-ARCH SEWER CL IIA, L F 25.00; 44" SPAN RC PIPE-ARCH SEWER CL IIA, L F 168.00; 51" SPAN RC PIPE-ARCH SEWER CL IIA, L F 568.00; 15" RC PIPE SEWER DES 3006 CL V, L F 4,951.00; 18" RC PIPE SEWER DES 3006 CL V, L F 1,479.00; 21" RC PIPE SEWER DES 3006 CL III, L F 93.00; 24" RC PIPE SEWER DES 3006 CL III, L F 897.00; 27" RC PIPE SEWER DES 3006 CL III, L F 633.00; 30" RC PIPE SEWER DES 3006 CL III, L F 338.00; 36" RC PIPE SEWER DES 3006 CL III, L F 284.00; 42" RC PIPE SEWER DES 3006 CL III, L F 622.00; 48" RC PIPE SEWER DES 3006 CL III, L F 520.00; SANITARY SEWER BYPASS PUMPING, LUMP SUM 1.00; TERMINATE CIPP LINER, EACH 2.00; AIR RELIEF MANHOLE, EACH 3.00; CONNECT TO EXISTING MANHOLE, EACH 3.00; TUNNEL PIT, EACH 4.00; CONNECT TO EXISTING SANITARY SEWER SERVICE, EACH 14.00; SERVICE WYE LINING, EACH 8.00; CUT-IN 10"X4" PVC WYE, EACH 8.00; CUT-IN 12"X4" PVC WYE, EACH 2.00; CUT-IN 10"X6" PVC WYE, EACH 2.00; CUT-IN 12"X6" PVC WYE, EACH 2.00; CONNECT TO EXISTING SANITARY SEWER, EACH 2.00; CONNECT TO EXISTING STORM SEWER, EACH 21.00; CONTACT GROUTING (ALL TUNNELS), LIN FT 250.00; BACKFILL GROUTING (ALL TUNNELS), LIN FT 250.00; CONSOLIDATION GROUTING (ALL TUNNELS), LIN FT 250.00; 4" PVC PIPE SEWER SDR 26, LIN FT 280.00; 6" PVC PIPE SEWER SCR 26, LIN FT 120.00; 18" HDPE STORM SEWER, LIN FT 91.00; LINING SEWER PIPE 9", LIN FT 2,384.00; 8" PVC PIPE SEWER SDR 35, LIN FT 204.00; 10" PVC PIPE SEWER SDR 35, LIN FT 74.00; 12" PVC PIPE SEWER SDR 35, LIN FT 30.00; 6" PVC FORCE MAIN, L F 2,310.00; LINING SEWER PIPE 12", L F 1,823.00; 10" STEEL CASING PIPE, L F 440.00; 16" STEEL CASING PIPE, L F 40.00; 16" STEEL CASING PIPE (JACKED), L F 100.00; 30" STEEL CASING PIPE (JACKED), L F 230.00; TEMPORARY WATER DISTRIBUTION A, LUMP SUM 1.00; TEMPORARY WATER DISTRIBUTION B, LUMP SUM 1.00; CONNECT TO EXISTING WATER MAIN, EACH 20.00; CONNECT TO EXISTING WATERMAIN (PCCP), EACH 3.00; CONNECT TO EXISTING WATER SERVICE, EACH 9.00; INSTALL HYDRANT, EACH 21.00; ADJUST GATE VALVE & BOX, EACH 4.00; 1" CORPORATION STOP, EACH 23.00; 1.5" CORPORATION STOP, EACH 4.00; 16" BUTTERFLY VALVE, EACH 4.00; 18" BUTTERFLY VALVE, EACH 4.00; 24" BUTTERFLY VALVE, EACH 1.00; 4" GATE VALVE & BOX, EACH 8.00; 8" GATE VALVE & BOX, EACH 21.00; 12" GATE VALVE & BOX, EACH 4.00; 1" CURB STOP & BOX, EACH 23.00; 1.5" CURB STOP & BOX, EACH 4.00; 1" HDPE WATER SERVICE PIPE, LIN FT 1,060.00; 4" WATERMAIN, D.I.P., CL 52 W/POLY WRAP, LIN FT 620.00; 6" WATERMAIN, D.I.P., CL 52 W/POLY WRAP, LIN FT 1,425.00; 8" WATERMAIN, D.I.P., CL 52 W/POLY WRAP, LIN FT 3,320.00; 12" WATERMAIN, D.I.P., CL 52 W/POLY WRAP, LIN FT 760.00; 8" HDPE DR 11 FUSABLE WATERMAIN, LIN FT 1,460.00; 16" PVC WATERMAIN C-905, LIN FT 3,070.00; 18" PVC WATERMAIN C-905, LIN FT 1,180.00; 24" PVC WATERMAIN C-905, LIN FT 240.00; INSPECTION HOLE, L F 200.00; 1" TYPE K COPPER PIPE, L F 100.00; 1.5" TYPE K COPPER PIPE, L F 430.00; 4" POLYSTYRENE INSULATION, S Y 93.00; DUCTILE IRON FITTINGS - EPOXY COATED, POUND 42,117.00; CONST DRAINAGE STRUCTURE DES 48-4020, L F 387.65; CONST DRAINAGE STRUCTURE DES 60-4020, L F 86.83; CONST DRAINAGE STRUCTURE DES 72-4020, L F 93.49; CONST DRAINAGE STRUCTURE DES 84-4020, L F 66.85; CONST DRAINAGE STRUCTURE DESIGN SPECIAL, EACH 66.00; CONST DRAINAGE STRUCTURE DESIGN SPEC 1, EACH 1.00; CONST DRAINAGE STRUCTURE DESIGN SPEC 2, EACH 3.00; CASTING ASSEMBLY, EACH 200.00; RECONSTRUCT DRAINAGE STRUCTURE, EACH 16.00; SEAL MANHOLE, EACH 280.00; HDPE PERFORATED MANHOLE (48"), EACH 3.00; CASTING ASSEMBLY (SANITARY), EACH 48.00; CASTING ASSEMBLY (WATERMAIN), EACH 15.00; ADJUST FRAME & RING CASTING (SPECIAL), EACH 63.00; RECONSTRUCT SANITARY SEWER MANHOLE, LIN FT 61.00; CONSTRUCT 48" DIA SAN SEWER MANHOLE, LIN FT 187.00; CONSTRUCT 48" DIA WATERMAIN MANHOLE, LIN FT 33.50; CONSTRUCT 60" DIA WATERMAIN MANHOLE, LIN FT 100.90; CONSTRUCT 72" DIA WATERMAIN MANHOLE, LIN FT 9.50; RANDOM RIPRAP CLASS III, C Y 64.00; RANDOM RIPRAP CLASS IV, C Y 105.00; GEOTEXTILE FILTER TYPE I, S Y 1,400.00; GEOTEXTILE FILTER TYPE IV, S Y 192.00; GEOTEXTILE FILTER TYPE VII, S Y 710.00; 4" CONCRETE WALK SPECIAL 2, SQ FT 1,388.00; 4" CONCRETE WALK, S F 40,258.00; 4" CONCRETE WALK SPECIAL 1, S F 24,173.00; 6" CONCRETE WALK, S F 10,603.00; 3" BITUMINOUS WALK, S F 80,189.00; 6" BITUMINOUS WALK, S F 6,381.00; CONCRETE CURB & GUTTER DESIGN B612, L F 1,615.00; CONCRETE CURB & GUTTER DESIGN B618, L F 2,130.00; CONCRETE CURB & GUTTER DESIGN B624, L F 19,685.00; CONCRETE CURB & GUTTER DESIGN B672, L F 9,025.00; CONCRETE CURB & GUTTER DESIGN S524, L F 580.00; CONCRETE CURB DESIGN V10, L F 315.00; 6" CONCRETE DRIVEWAY PAVEMENT, S Y 608.00; 8" CONCRETE DRIVEWAY PAVEMENT, S Y 776.00; TRUNCATED DOMES, S F 1,472.00; PORTABLE PRECAST CONCR BARRIER DES 8337, L F 2,959.00; RELOCATE PORT PRECAST CONC BAR DES 8337, L F 740.00; TEMPERARY MAIL BOX SUPPORT, LUMP SUM 1.00; INSTALL MAIL BOX SUPPORT, EACH 28.00; STONE RETAINING WALL, S F 262.00; LIGHTING UNIT TYPE SPECIAL 1, EACH 22.00; LIGHTING UNIT TYPE SPECIAL 2, EACH 78.00; LIGHT FOUNDATION DESIGN E, EACH 22.00; LIGHT FOUNDATION DESIGN P, EACH 78.00; 4.0" RIGID STEEL CONDUIT (DIRECTIONAL BORE), LIN FT 200.00; 2" NON-METALLIC CONDUIT, L F 15,500.00; 4" HDPE PIPE, LIN FT 3,688.00; UNDERGROUND WIRE 1 COND NO 4, L F 54,100.00; UNDERGROUND WIRE 1 COND NO 8, L F 16,300.00; SERVICE CABINET - TYPE L1, EACH 1.00; SERVICE CABINET TYPE L2, EACH 2.00; SERVICE EQUIPMENT, EACH 3.00; EQUIPMENT PAD B, EACH 3.00; HANDHOLE, EACH 6.00; SPLICE VAULT SMALL WITH LOCATE POST - INTERCONNECT, EACH 5.00; 1 1/4" NON-METALLIC CONDUIT (HDPE) - INTERCONNECT, LIN FT 19,200.00; TRAFFIC BARRIER DESIGN 8330, L F 259.00; ANCHORAGE ASSEMBLY-CABLE, EACH 2.00; IMPACT ATTENUATOR BARRELS, EACH 55.00; RELOCATE IMPACT ATTENUATOR BARRELS, EACH 11.00; GUIDE POST TYPE SPECIAL, EACH 21.00; FENCE DESIGN SPECIAL, L F 259.00; TRAFFIC CONTROL SUPERVISOR, LS 1.00; TRAFFIC CONTROL, LS 1.00; FLAG PERSON, HOUR 60.00; PORTABLE CHANGEABLE MESSAGE SIGN, UDAY 280.00; CONSTRUCTION SIGN-SPECIAL, S F 400.00; SIGN PANELS TYPE SPECIAL, S F 18.00; SIGN PANELS TYPE C, S F 1,509.63; SIGN PANELS TYPE D, S F 37.00; INSTALL SIGN TYPE C, EACH 10.00; OBJECT MARKER TYPE X4-2, EACH 21.00; INSTALL SIGN SOCKET, EACH 43.00; TRAFFIC CONTROL SIGNAL SYSTEM B, SIGS 1.00; TRAFFIC CONTROL SIGNAL SYSTEM D, SIG SYS 1.00; EVP SYSTEM "B", LUMP SUM 1.00; EVP SYSTEM "D", LUMP SUM 1.00; EVP SYSTEM "F", LUMP SUM 1.00; 1/C#14 TRACER WIRE, LIN FT 9,600.00; FIBER OPTIC CABLE 144SM, L F 7,500.00; REVISE SIGNAL SYSTEM F, SYSTEM 1.00; TEMPORARY SIGNAL SYSTEM D, SYSTEM 1.00; TEMPORARY SIGNAL SYSTEM F, SYSTEM 1.00; TEMPORARY FENCE, L F 750.00; SILT FENCE, TYPE MS, L F 21,625.00; STORM DRAIN INLET PROTECTION, EACH 175.00; SEDIMENT CONTROL LOG TYPE WOOD FIBER, L F 6,000.00; STABILIZED CONSTRUCTION EXIT, LS 1.00; EROSION CONTROL SUPERVISOR, LS 1.00; CULVERT END CONTROLS, EACH 4.00; INSTALL FLOTATION SILT CURTAIN, L F 520.00; FERTILIZER TYPE 3, LB 1,486.00; BOULEVARD TOPSOIL BORROW, CU YD 4,948.00; SEEDING, ACRE 3.51; SEED MIXTURE 34-181, POUND 21.00; SEED MIXTURE 25-131, LB 21.00; SEED MIXTURE 25-151, POUND 212.00; SEED MIXTURE 33-261, LB 35.00; SODDING TYPE LAWN, S Y 2,420.00; SODDING TYPE SALT TOLERANT, S Y 12,118.00; MULCH MATERIAL TYPE 3, TON 7.00; RAPID STABILIZATION METHOD 3, MGAL 49.14; REMOVABLE PREFORM PAVEMENT MARKING TAPE, L F 3,501.00; PAVEMENT MESSAGE PREFORM THERMOPLASTIC GROUND IN, SQ FT 2,038.00; 4" SOLID LINE PAINT, LIN FT 4,883.00; 4" SOLID LINE EPOXY GR IN, LIN FT 16,293.00; 8" DOTTED LINE EPOXY GROUND IN, LIN FT 156.00; 4" DOUBLE SOLID LINE EPOXY GROUND IN, LINE FT 4,195.00; 4" DOTTED LINE EPOXY GROUND IN, LIN FT 29.00; 4" BROKEN LINE EPOXY GR IN, LIN FT 6,876.00; CROSSWALK PREFORM THERMOPLASTIC GROUND IN, SQ FT 3,960.00;

 


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

The 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”.
 

 

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

 

Amanda Shotton

Hennepin County