Hennepin County, MN

County Project 9931

CLOSING DATE: Tuesday, July 15, 2014

 

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, July 15, 2014, 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 027-701-017

 

LOCATION: CSAH 101 (Bushaway Road) between CSAH 5 (Minnetonka Blvd) and Wayzata Boulevard in cities of Minnetonka, Wayzata and Woodland.

 

TYPE OF WORK: Grading and Surfacing

 

LENGTH: 2.12 miles

 

The major items of work are approximately:

 

VIBRATION MONITORING, LUMP SUM 1.00; PUBLIC INFORMATION MANAGEMENT, LUMP SUM 1.00; MOBILIZATION, LUMP SUM 1.00; FIELD OFFICE TYPE D-MODIFIED, EACH 2.00; FIELD LABORATORY TYPE D-MODIFIED, EACH 1.00; CLEARING, ACRE 0.10; CLEARING, TREE 423.00; GRUBBING, ACRE 0.10; GRUBBING, TREE 448.00; ROOT CUTTING, LIN FT 1,000.00; BUILDING REMOVAL A, LUMP SUM 1.00; BUILDING REMOVAL B, LUMP SUM 1.00; REMOVE PIPE CULVERTS, LIN FT 475.00; REMOVE WATER MAIN, LIN FT 6,090.00; REMOVE SEWER PIPE (STORM), LIN FT 214.00; REMOVE SEWER PIPE (SANITARY), LIN FT 2,093.00; REMOVE CURB AND GUTTER, LIN FT 2,027.00; REMOVE CONCRETE RETAINING WALL, LIN FT 10.00; REMOVE WOOD RETAINING WALL, LIN FT 288.00; REMOVE WOOD FENCE, LIN FT 737.00; REMOVE CABLE GUARD RAIL, LIN FT 2,322.00; REMOVE GUARD RAIL-PLATE BEAM, LIN FT 829.00; REMOVE FORCE MAIN, LIN FT 5,982.00; REMOVE GAS MAIN, LIN FT 2,400.00; REMOVE CONCRETE WALK, SQ YD 149.00; REMOVE CONCRETE DRIVEWAY PAVEMENT, SQ YD 296.00; REMOVE BITUMINOUS DRIVEWAY PAVEMENT, SQ YD 5,684.00; REMOVE BITUMINOUS PAVEMENT(P), SQ YD 55,294.00; REMOVE PIPE APRON, EACH 2.00; REMOVE RAILROAD TIES, EACH 850.00; REMOVE WOOD POST, EACH 65.00; REMOVE CONCRETE STRUCTURE, EACH 1.00; REMOVE MANHOLE, EACH 8.00; REMOVE GATE VALVE & BOX, EACH 19.00; REMOVE CURB STOP & BOX, EACH 1.00; REMOVE HYDRANT, EACH 13.00; REMOVE DRAINAGE STRUCTURE, EACH 8.00; SAWING CONCRETE PAVEMENT (FULL DEPTH), LIN FT 50.00; SAWING BIT PAVEMENT (FULL DEPTH), LIN FT 1,755.00; SALVAGE CHAIN LINK FENCE, LIN FT 94.00; SALVAGE RETAINING WALL, LIN FT 88.00; SALVAGE BOULDER, EACH 50.00; SALVAGE MAIL BOX & SUPPORT, EACH 45.00; SALVAGE LIGHTING UNIT, EACH 7.00; SALVAGE SIGN TYPE C, EACH 201.00; SALVAGE SIGN TYPE D, EACH 5.00; ABANDON MANHOLE, EACH 6.00; HAUL SALVAGED MATERIAL, LUMP SUM 1.00; REMOVE MISCELLANEOUS STRUCTURES, EACH 2.00; ABANDON PIPE SEWER, LIN FT 1,850.00; ABANDON WATER MAIN, LIN FT 1,130.00; SALVAGE CONCRETE PAVERS, SQ FT 871.00; SALVAGE STONE PAVERS, SQ FT 4,800.00; COMMON EXCAVATION(P), CU YD 107,578.00; SUBGRADE EXCAVATION(P), CU YD 27,531.00; SELECT GRANULAR BORROW (CV)(P), CU YD 32,100.00; SELECT GRANULAR BORROW MOD 10% (CV)(P), CU YD 4,500.00; TOPSOIL BORROW (LV), CU YD 250.00; DEWATERING (PER PIT), EACH 25.00; DEWATERING (PER LF OF WELL-POINT SYSTEM, LIN FT 10,140.00; GEOTEXTILE FABRIC TYPE III, SQ YD 945.00; GEOTEXTILE FABRIC TYPE V, SQ YD 19,870.00; SUBGRADE EXCAVATION - EXTRA DEPTH, CU YD 6,000.00; SELECT GRANULAR W/ 10% COMPOST, CU YD 2,171.00; HAUL & DISPOSE CONTAMINATED SOIL TYPE 1, TON 73,000.00; STREET SWEEPER (WITH PICKUP BROOM), HOUR 400.00; WATER, MGAL 500.00; CALCIUM CHLORIDE SOLUTION, GAL 5,000.00; AGGREGATE BASE CLASS 2, TON 500.00; AGGREGATE BASE (CV) CLASS 5(P), CU YD 31,783.00; MILL BITUMINOUS SURFACE (2.0")(P), SQ YD 1,152.00; BRIDGE APPROACH PANEL, EACH 2.00; CONCRETE PAVEMENT 8.0", SQ YD 294.00; STRUCTURAL CONCRETE (SPECIAL), C Y 1,339.00; TYPE SP 12.5 WEARING COURSE MIXTURE (4,C), TON 3,766.00; TYPE SP 12.5 WEARING COURSE MIXTURE (4,F), TON 10,639.00; TYPE SP 12.5 NON WEARING COURSE MIXTURE (4,B), TON 12,006.00; TYPE SP 12.5 WEARING COURSE MIXTURE (4,C) 4.0" THICK /, SQ YD 4,451.00; TYPE SP 12.5 BIT MIXTURE FOR PATCHING, TON 500.00; STRUCTURAL CONCRETE (1A43)(P), CU YD 470.00; STRUCTURAL CONCRETE (3Y43)(P), CU YD 3,242.00; BRIDGE SLAB CONCRETE (3Y33HP)(P), SQ FT 4,531.00; TYPE MOD P-1 (TL-2) RAILING CONC (3Y46)(P), LIN FT 229.00; SIDEWALK CONCRETE (3Y46)(P), SQ FT 1,418.00; REINFORCEMENT BARS(P), POUND 82,630.00; REINFORCEMENT BARS (EPOXY COATED)(P), POUND 288,333.00; STRUCTURE EXCAVATION, LUMP SUM 1.00; BRIDGE DECK PLANING(P), SQ FT 2,809.00; ORNAMENTAL METAL RAILING TYPE SPECIAL 1(P), LIN FT 560.00; ORNAMENTAL METAL RAILING TYPE SPECIAL 2(P), LIN FT 1,198.00; ORNAMENTAL METAL RAILING TYPE SPECIAL 3(P), LIN FT 114.00; ORNAMENTAL METAL RAILING TYPE SPECIAL 4(P), LIN FT 124.00; EXPANSION JOINT DEVICES TYPE 2(P), LIN FT 138.00; BEARING ASSEMBLY(P), EACH 30.00; PRESTRESSED CONCRETE BEAMS 22RB(P), LIN FT 919.00; STRUCTURE EXCAVATION CLASS U(P), CU YD 3,800.00; RETAINING WALL (BOULDER), SQ FT 1,190.00; ANTI-GRAFFITI COATING(P), SQ FT 26,527.00; ARCHITECTURAL SURFACE FINISH (SINGLE COLOR)(P), SQ FT 26,527.00; ARCHITECTURAL SURFACE FINISH (MULTI COLOR)(P), SQ FT 17,517.00; ARCHITECTURAL STONE FINISH(P), SQ FT 8,362.00; ARCHITECTURAL CONCRETE TEXTURE (SPECIAL)(P), SQ FT 21,569.00; PRECAST CONCRETE CAP, LIN FT 2,670.00; REMOVE EXISTING BRIDGE, LUMP SUM 1.00; COARSE FILTER AGGREGATE (CV), CU YD 3,200.00; FINE FILTER AGGREGATE (CV), CU YD 5,220.00; GEOTEXTILE FABRIC TYPE 1, SQ YD 18,640.00; LIGHTWEIGHT AGGREGATE BEDDING , CU YD 3,160.00; C-I-P CONCRETE PILING DELIVERED 16", LIN FT 6,720.00; C-I-P CONCRETE PILING DRIVEN 16", LIN FT 6,720.00; C-I-P CONCRETE TEST PILE 60 FT LONG 16", EACH 4.00; PILE REDRIVING, EACH 18.00; PILE ANALYSIS, EACH 4.00; STEEL SHEET PILING (PERMANENT) - TYPE 2, LIN FT 7,912.00; STEEL SHEET PILING (TEMPORARY SHORING), SQ FT 22,850.00; STEEL SHEET PILING (TEMPORARY - LEFT IN PLACE), SQ FT 46,950.00; STEEL SHEET PILING (PERMANENT) - TYPE 1, SQ FT 150,619.00; 12" CS PIPE CULVERT, LIN FT 16.00; 12" CS PIPE APRON, EACH 2.00; 12" RC PIPE APRON, EACH 2.00; 15" RC PIPE APRON, EACH 21.00; 18" RC PIPE APRON, EACH 8.00; 21" RC PIPE APRON, EACH 4.00; 24" RC PIPE APRON, EACH 1.00; 27" RC PIPE APRON, EACH 2.00; 22" SPAN RC PIPE-ARCH APRON, EACH 1.00; 28" SPAN RC PIPE-ARCH APRON, EACH 1.00; TRASH GUARD FOR 15" PIPE APRON, EACH 21.00; TRASH GUARD FOR 18" PIPE APRON, EACH 6.00; TRASH GUARD FOR 21" PIPE APRON, EACH 4.00; TRASH GUARD FOR 24" PIPE APRON, EACH 2.00; TRASH GUARD FOR 27" PIPE APRON, EACH 2.00; TRASH GUARD FOR 22" SPAN PIPE APRON, EACH 1.00; TRASH GUARD FOR 28" SPAN PIPE APRON, EACH 1.00; DRAINAGE SYSTEM TYPE (B910M), LUMP SUM 1.00; 4" PERF PVC PIPE DRAIN, LIN FT 7,401.00; 8" PVC PIPE SEWER, LIN FT 1,933.00; 8" DUCTILE IRON PIPE SEWER CL 52, LIN FT 155.00; 22" SPAN RC PIPE-ARCH SEWER CL IIA, LIN FT 356.00; 12" RC PIPE SEWER DES 3006 CL V, LIN FT 145.00; 15" RC PIPE SEWER DES 3006 CL V, LIN FT 6,664.00; 18" RC PIPE SEWER DES 3006 CL V, LIN FT 1,435.00; 21" RC PIPE SEWER DES 3006 CL III, LIN FT 1,212.00; 24" RC PIPE SEWER DES 3006 CL III, LIN FT 368.00; 27" RC PIPE SEWER DES 3006 CL III, LIN FT 391.00; 30" RC PIPE SEWER DES 3006 CL III, LIN FT 10.00; CONSTRUCT 6" OUTSIDE DROP, LUMP SUM 1.00; CONSTRUCT 8" OUTSIDE DROP, LUMP SUM 1.00; CATHODIC PROTECTION SYSTEM, LUMP SUM 1.00; AIR RELIEF MANHOLE, EACH 3.00; CONSTRUCT BULKHEAD, EACH 13.00; CONNECT TO EXISTING SANITARY SEWER, EACH 18.00; CONNECT TO EXISTING STORM SEWER, EACH 4.00; CONNECT TO EXISTING SANITARY SEWER SERVICE, EACH 11.00; INSPECTION HOLE, EACH 60.00; CONNECT TO EXISTING MANHOLES (CITY LIFT STATION), EACH 2.00; CONSTRUCT SANITARY MANHOLE 48", EACH 7.00; FORCEMAIN ACCESS MANHOLE, EACH 3.00; FORCEMAIN MAINTENANCE MANHOLE, EACH 4.00; CONSTRUCT VENT & CARBON FILTER STRUCTURE, EACH 2.00; HYDRAULIC PIPE TESTING, EACH 18.00; SANITARY SEWER BYPASS PUMPING, EACH 8.00; CONNECT TO EXISTING FORCE MAIN (TEMPORARY), EACH 12.00; CHIMNEY SEALS, EACH 16.00; CHANNEL DRAIN, LIN FT 108.00; CLEAN AND VIDEO TAPE PIPE SEWER, LIN FT 25,557.00; 4" HDPE SANITARY SERVICE FORCEMAIN, LIN FT 850.00; PARALLEL 24 " PVC FORCE MAIN, LIN FT 5,010.00; PARALLEL 24 " DUCTILE IRON PIPE FORCE MAIN, LIN FT 230.00; 28 " HDPE PIPE SEWER, LIN FT 3,910.00; PROTECT DIVERSION PIPING, LIN FT 1,200.00; 24" DUCTILE IRON PIPE FORCE MAIN, LIN FT 30.00; 4" PVC SANITARY SERVICE PIPE, LIN FT 304.00; 24" PVC FORCE MAIN, L F 1,910.00; LINING SEWER PIPE 24", LIN FT 2,540.00; 20" STEEL CASING PIPE (JACKED), LIN FT 356.00; 6" HDPE PIPE SEWER(DIRECTIONALY DRILLED), L F 258.00; 4" INSULATION, SQ YD 1,810.00; DUCTILE IRON FITTINGS, POUND 3,455.00; FURNISH & INSTALL HYDRANT & VALVE, EACH 15.00; REPAIR IRRIGATION SYSTEM (RESIDENTIAL), EACH 1.00; CONNECT TO EXISTING WATER MAIN, EACH 25.00; CONNECT TO EXISTING WATER SERVICE, EACH 21.00; ADJUST GATE VALVE & BOX, EACH 5.00; 2" CORPORATION STOP, EACH 28.00; 6" GATE VALVE AND BOX, EACH 5.00; 8" GATE VALVE AND BOX, EACH 11.00; 10" GATE VALVE AND BOX, EACH 12.00; RELOCATE CURB STOP & BOX, EACH 7.00; CURB STOP & BOX, EACH 5.00; 2" CURB STOP & BOX, EACH 19.00; 1.5" TYPE K COPPER PIPE, LIN FT 643.00; 6" WATERMAIN DUCTILE IRON CL 52, LIN FT 298.00; 8" WATERMAIN DUCTILE IRON CL 52, LIN FT 2,022.00; 10" WATERMAIN DUCTILE IRON CL 52, LIN FT 612.00; 8" WATERMAIN HDPE, LIN FT 100.00; 10" WATERMAIN HDPE(DIRECTIONALY DRILLED), LIN FT 4,560.00; 1 " TYPE PE PIPE, LIN FT 10.00; 2 " TYPE PE PIPE, LIN FT 735.00; DUCTILE IRON FITTINGS, POUND 8,000.00; CONST DRAINAGE STRUCTURE DESIGN H, LIN FT 48.00; CONST DRAINAGE STRUCTURE DESIGN SPEC 1, LIN FT 4.00; CONST DRAINAGE STRUCTURE DESIGN SPEC 3, LIN FT 8.00; CONST DRAINAGE STRUCTURE DES 48-4020, LIN FT 658.00; CONST DRAINAGE STRUCTURE DES 60-4020, LIN FT 61.00; CONST DRAINAGE STRUCTURE DES 72-4020, LIN FT 16.00; CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 1, EACH 1.00; CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 2, EACH 1.00; CASTING ASSEMBLY, EACH 158.00; ADJUST FRAME & RING CASTING, EACH 47.00; CONSTRUCT INTERCONNECTION STRUCTURE 406, LUMP SUM 1.00; CONSTRUCT METER STRUCTURE 407 & VALVE MH 506, LUMP SUM 1.00; REHABILITATE MH 117, LUMP SUM 1.00; REHABILITATE VAULT 118, LUMP SUM 1.00; REHABILITATE MH 119, LUMP SUM 1.00; REHABILITATE MH 120, LUMP SUM 1.00; REMOVE VALVES AT MANHOLE 300, LUMP SUM 1.00; RANDOM RIPRAP CLASS II, CU YD 200.00; 4" CONCRETE WALK, SQ FT 27,594.00; 6" CONCRETE WALK, SQ FT 4,796.00; 3" BITUMINOUS WALK, SQ FT 88,611.00; CONCRETE CURB & GUTTER DESIGN B424, LIN FT 1,445.00; CONCRETE CURB & GUTTER DESIGN B612, LIN FT 4,138.00; CONCRETE CURB & GUTTER DESIGN B618, LIN FT 2,083.00; CONCRETE CURB & GUTTER DESIGN B624, LIN FT 18,704.00; CONCRETE CURB & GUTTER DESIGN B648, LIN FT 3,133.00; CONCRETE CURB & GUTTER DESIGN D412, LIN FT 448.00; CONCRETE CURB & GUTTER DESIGN D424, LIN FT 2,702.00; 6" CONCRETE DRIVEWAY PAVEMENT, SQ YD 117.00; 7" CONCRETE DRIVEWAY PAVEMENT, SQ YD 1,125.00; 9" CONCRETE DRIVEWAY PAVEMENT, SQ YD 183.00; PEDESTRIAN CURB RAMP, EACH 41.00; PRIVATE DRIVEWAY SPECIAL SURFACE, SQ YD 45.00; TRUNCATED DOMES, SQ FT 661.00; PORTABLE PRECAST CONC BARRIER DES 8337, LIN FT 800.00; RELOCATE PORT PRECAST CONC BAR DES 8337, LIN FT 1,600.00; INSTALL MAILBOX, EACH 45.00; F & I TEMPORARY MAILBOX & SUPPORT, EACH 40.00; FURNISH & INSTALL MAILBOX & SUPPORT, EACH 10.00; INSTALL LANDSCAPE BOULDER, EACH 50.00; STONE MONUMENT, EACH 1.00; INSTALL RETAINING WALL, LIN FT 88.00; INSTALL CONCRETE PAVERS, SQ FT 97.00; CONCRETE PAVERS, SQ FT 3,350.00; ELECTRIC LIGHT SYSTEM, LUMP SUM 1.00; CONDUIT SYSTEM (LIGHTING), LUMP SUM 1.00; CONDUIT SYSTEM (POWER), LUMP SUM 1.00; CONDUIT SYSTEM (SIGNALS), LUMP SUM 1.00; CONDUIT SYSTEM (FUTURE), LUMP SUM 1.00; LIGHT BASE DESIGN E, EACH 3.00; 2" RIGID STEEL CONDUIT, LIN FT 600.00; 2" NON-METALLIC CONDUIT, LIN FT 80.00; UNDERGROUND WIRE 1 COND NO 6(BARE), LIN FT 600.00; UNDERGROUND WIRE 3 COND. NO.4, LIN FT 600.00; HANDHOLE, EACH 3.00; INSTALL LIGHTING UNIT, EACH 3.00; ADJUST HANDHOLE, EACH 3.00; TRAFFIC BARRIER DESIGN 8331, LIN FT 1,206.00; TRAFFIC BARRIER DESIGN B8307, LIN FT 25.00; ANCHORAGE ASSEMBLY, EACH 1.00; IMPACT ATTENUATOR, AMBY 1.00; WIRE FENCE DESIGN 48V-9322, LIN FT 143.00; WIRE FENCE DESIGN 60V-9322, LIN FT 1,760.00; WOODEN FENCE, LIN FT 100.00; INSTALL CHAIN LINK FENCE, LIN FT 94.00; TRAFFIC CONTROL, LUMP SUM 1.00; RAISED PAVEMENT MARKER TEMPORARY, EACH 500.00; PORTABLE CHANGEABLE MESSAGE SIGN, UNIT DAY 240.00; CONSTRUCTION SIGN-SPECIAL, SQ FT 500.00; SIGN PANELS TYPE C, SQ FT 923.00; SIGN PANELS TYPE D, SQ FT 108.00; INSTALL SIGN SOCKET, EACH 9.00; INSTALL SIGN, EACH 15.00; TRAFFIC CONTROL SIGNAL SYSTEM, SIG SYS 1.00; INTERCONNECT SYSTEM, LUMP SUM 1.00; TREE PROTECTION TYPE I, EACH 10.00; TREE PROTECTION TYPE II, EACH 20.00; TEMPORARY FENCE, LIN FT 6,900.00; TREE PRUNING, HOUR 200.00; BALE BARRIER, LIN FT 20.00; SILT FENCE, TYPE HEAVY DUTY, LIN FT 17,603.00; SILT FENCE, TYPE MACHINE SLICED, LIN FT 1,200.00; FLOTATION SILT CURTAIN TYPE STILL WATER, LIN FT 4,249.00; STORM DRAIN INLET PROTECTION, EACH 176.00; FILTER LOG TYPE STRAW BIOROLL, LIN FT 5,040.00; FILTER LOG TYPE COMPOST LOG, LIN FT 100.00; EROSION CONTROL SUPERVISOR, LUMP SUM 1.00; TEMPORARY ROCK CONSTRUCTION ENTRANCE, EACH 12.00; SEEDING, ACRE 10.10; SEED MIXTURE 260, POUND 50.00; SEED MIXTURE 310, POUND 209.00; SEED MIXTURE 330, POUND 642.00; SODDING TYPE SALT RESISTANT, SQ YD 8,441.00; MULCH MATERIAL TYPE 5, CU YD 600.00; EROSION CONTROL BLANKETS CATEGORY 1, SQ YD 10,000.00; EROSION CONTROL BLANKETS CATEGORY 3, SQ YD 2,420.00; EROSION STABILIZATION MAT CLASS 3, SQ YD 10.00; FERTILIZER TYPE 2, POUND 1,920.00; FERTILIZER TYPE 3, POUND 1,785.00; HYDRAULIC SOIL STABILIZER TYPE 5, POUND 500.00; RAPID STABILIZATION METHOD 3, MGAL 15.00; INTERIM PAVEMENT MARKING, LIN FT 25,000.00; PAVT MSSG (LT ARROW) POLY PREF, EACH 36.00; PAVT MSSG (RT ARROW) POLY PREF, EACH 10.00; PAVT MSSG (LT-THRU ARROW) POLY PREF, EACH 2.00; PAVT MSSG (RR XING) EPOXY, EACH 1.00; 4 " BROKEN LINE WHITE-EPOXY (GR IN), LIN FT 70.00; 4 " SOLID LINE YELLOW-EPOXY (GR IN), LIN FT 6,036.00; 4 " DB SOLID LINE YELLOW-EPOXY (GR IN), LIN FT 12,649.00; 12" SOLID LINE WHITE-POLY PREF (GR IN), LIN FT 184.00; 4" SOLID LINE WHITE-EPOXY, LIN FT 2,558.00; 12" SOLID LINE WHITE-EPOXY, LIN FT 35.00; 4" SOLID LINE YELLOW-EPOXY, LIN FT 135.00; 12" SOLID LINE YELLOW-EPOXY, LIN FT 50.00; 4" DOUBLE SOLID LINE YELLOW-EPOXY, LIN FT 1,650.00; 4" SOLID LINE WHITE-EPOXY (GR IN), LIN FT 23,982.00; 24" SOLID LINE WHITE - EPOXY (GR IN), LIN FT 71.00; 4" BROKEN LINE YELLOW-EPOXY (GR IN), LIN FT 1,055.00; CROSSWALK MARKING-EPOXY, SQ FT 200.00; PAVEMENT MARKING SPECIAL, LIN FT 74.00;

 

 


A pre-letting conference will be held to describe the work included in this project and to answer questions regarding this contract. The conference has been scheduled for Wednesday, July 2, 2014, at 1:00 PM at the Wayzata City Hall, 600 Rice Street East, Wayzata, MN 55391.

All project plans, specifications, instructions for bidders, the bid form and all other requirements are available at the Hennepin County eGram site.
 

 

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

 

Daniel G. Allmaras

Hennepin County