Demolition, site work, paving and new construction of a mixed-use development in Orono, Minnesota. Completed plans call for the demolition of a bridge / tunnel; for the construction of a bridge / tunnel; for site work for a bridge / tunnel; for paving for a bridge / tunnel; road / highway; road / highway; road / highway; road / highway; sidewalk / parking lot; sidewalk / parking lot; sidewalk / parking lot; sidewalk / parking lot; water / sewer project; water / sewer project; water / sewer project; and water / sewer project.

ADVERTISEMENT FOR BIDS NORTH SHORE DRIVE BRIDGES REPLACEMENT C.P. 2170500 & 2170600; S.A.P. 027-651-009 & 027-651-010 Location: North Shore Drive (CSAH 51) in the City of Orono. The major items of work for CP 2170500; SAP 027651009 are approximately: 1 LUMP SUM VIBRATION MONITORING; 1 LUMP SUM MOBILIZATION; 1 LUMP SUM MAINT & RESTORATION OF HAUL ROADS; 2 EACH CLEARING; 2 EACH GRUBBING; 0.3 ACRE CLEARING; 0.3 ACRE GRUBBING; 1 EACH REMOVE WOOD STEP; 2 EACH REMOVE SIGN TYPE C; 4 EACH REMOVE ENERGY ABSORBING TERMINAL; 9 EACH SALVAGE SIGN TYPE C; 1 EACH SALVAGE MAIL BOX SUPPORT; 80 LIN FT SAWING BIT PAVEMENT (FULL DEPTH); 712 LIN FT REMOVE GUARDRAIL; 3000 SQ YD REMOVE BITUMINOUS PAVEMENT; 600 CU YD REMOVE RIPRAP; 1 LUMP SUM REMOVE REGULATED WASTE MATERIAL (BRIDGE); 1 LUMP SUM HAUL SALVAGED MATERIAL; 1000 CU YD EXCAVATION COMMON; 2300 CU YD EXCAVATION - SUBGRADE; 1100 CU YD SELECT GRANULAR EMBANKMENT (CV); 1200 CU YD SELECT GRANULAR EMBANKMENT MOD 10% (CV); 500 CU YD COMMON EMBANKMENT (CV); 50 CU YD EXCAVATION CHANNEL AND POND; 6 ROAD STA SUBGRADE PREPARATION 612; 50 CU YD AGGREGATE SURFACING (LV); CLASS 2; 50 HOUR STREET SWEEPER (WITH PICKUP BROOM); 100 M GALLON WATER; 900 CU YD AGGREGATE BASE (CV) CLASS 5; 220 SQ YD MILL BITUMINOUS SURFACE (2.0"); 750 TON TYPE SP 12.5 NON WEAR COURSE MIX (3;C); 750 TON TYPE SP 12.5 WEARING COURSE MIX (3;F); 344 LIN FT TYPE MOD P-1 BARRIER CONC (3S52); 150 CU YD STRUCTURAL CONCRETE (3B52); 71600 POUND REINFORCEMENT BARS (EPOXY COATED); 560 POUND REINFORCEMENT BARS (STAINLESS-75KSI); 6706 SQ FT BRIDGE SLAB CONCRETE (3YHPC-M); 1 LUMP SUM STRUCTURE EXCAVATION; 8016 SQ FT BRIDGE DECK PLANING; 10 EACH ELASTOMERIC BEARING PAD TYPE 1; 20 EACH BEARING ASSEMBLY; 704 LIN FT PRESTRESSED CONCRETE BEAMS 27M; 210 SQ YD BRIDGE APPROACH PANELS; 94 LIN FT EXPANSION JOINTS; DESIGN E8 SPECIAL; 751 SQ FT ANTI-GRAFFITI COATING; 751 SQ FT ARCH SURFACE FINISH (MULTI COLOR); 751 SQ FT ARCH CONC TEXTURE (ASHLAR STONE); 7955 SQ FT HMWM FLOOD SEAL; 1 LUMP SUM REMOVE EXISTING BRIDGE; 2 EACH C-I-P CONC TEST PILE 150 FT LONG 12"; 2 EACH C-I-P CONC TEST PILE 150 FT LONG 16"; 4 EACH PILE REDRIVING; 4 EACH PILE ANALYSIS; 12 EACH PILE POINTS 12"; 14 EACH PILE POINTS 16"; 1450 LIN FT C-I-P CONCRETE PILING 12"; 1680 LIN FT C-I-P CONCRETE PILING 16"; 1 LUMP SUM DRAINAGE SYSTEM TYPE (B910); 880 SQ YD GEOTEXTILE FILTER TYPE 7; 462 CU YD RANDOM RIPRAP CLASS III; 24 LIN FT CONCRETE CURB & GUTTER DESIGN B624; 96 LIN FT PORTABLE PRECAST CONC BARRIER DES 8337; 96 LIN FT RELOCATE PORT PRECAST CONC BAR DES 8337; 1 EACH INSTALL MAIL BOX SUPPORT; 1 LUMP SUM CONDUIT SYSTEM; 4 EACH END TREATMENTTANGENT TERMINAL; 700 LIN FT TRAFFIC BARRIER DESIGN TYPE 31; 200 LIN FT TRAFFIC BARRIER DESIGN TRANS TYPE 31; 100 LIN FT WIRE FENCE DESIGN 60V-9322; 1 LUMP SUM TRAFFIC CONTROL SUPERVISOR; 1 LUMP SUM TRAFFIC CONTROL; 2 EACH PORTABLE CHANGEABLE MESSAGE SIGN; 300 SQ FT CONSTRUCTION SIGNSPECIAL; 9 EACH INSTALL SIGN TYPE C; 2 SQ FT SIGN PANELS TYPE C; 5 EACH DELINEATOR / MARKER; 500 LIN FT TEMPORARY FENCE; 1 LUMP SUM STABILIZED CONSTRUCTION EXIT; 1 LUMP SUM EROSION CONTROL SUPERVISOR; 250 LIN FT SILT FENCE; TYPE HI; 1550 LIN FT SILT FENCE; TYPE MS; 300 LIN FT FLOTATION SILT CURTAIN TYPE STILL WATER; 100 LIN FT SEDIMENT CONTROL LOG TYPE WOOD FIBER; 1 LUMP SUM TURF ESTABLISHMENT; 3500 SQ YD RAPID STABILIZATION METHOD 4; 240 LIN FT 4" SOLID LINE MULTI COMP (WR); 120 LIN FT 4" DBLE SOLID LINE MULTI COMP (WR); 1598 LIN FT 4" SOLID LINE MULTI COMP GR IN (WR); 784 LIN FT 4" DBLE SOLID LINE MULTI COMP GR IN (WR) , all in accordance with specifications and bid forms. The major items of work for CP 2170600; SAP 027-651-010 are approximately: 1 LUMP SUM MOBILIZATION; 1 EACH FIELD OFFICE; 1 LUMP SUM CLEARING & GRUBBING; 13 EACH REMOVE SIGN TYPE C; 4 EACH REMOVE ENERGY ABSORBING TERMINAL; 88 LIN FT SAWING BIT PAVEMENT (FULL DEPTH); 642 LIN FT REMOVE GUARDRAIL; 1611 SQ YD REMOVE BITUMINOUS PAVEMENT; 200 CU YD REMOVE RIPRAP; 1 LUMP SUM REMOVE REGULATED WASTE MATERIAL (BRIDGE); 50 CU YD CHANNEL AND POND EXCAVATION; 441 CU YD EXCAVATION COMMON; 796 CU YD EXCAVATION - SUBGRADE; 760 CU YD SELECT GRANULAR EMBANKMENT (CV); 620 CU YD SELECT GRANULAR EMBANKMENT MOD 10% (CV); 205 CU YD COMMON EMBANKMENT (CV); 60 TON AGGREGATE SURFACING CLASS 2; 50 HOUR STREET SWEEPER (WITH PICKUP BROOM); 100 M GALLON WATER; 385 CU YD AGGREGATE BASE (CV) CLASS 5; 320 TON TYPE SP 12.5 NON WEAR COURSE MIX (3;C); 240 TON TYPE SP 12.5 WEARING COURSE MIX (3;F); 334 LIN FT TYPE P-1 BARRIER CONCRETE (3S52); 162 CU YD STRUCTURAL CONCRETE (3B52); 59202 POUND REINFORCEMENT BARS (EPOXY COATED); 614 POUND REINFORCEMENT BARS (STAINLESS-75KSI); 6590 SQ FT BRIDGE SLAB CONCRETE (3YHPC-M); 1 LUMP SUM STRUCTURE EXCAVATION; 1 LUMP SUM FOUNDATION PREPARATION PIER 1; 1 LUMP SUM FOUNDATION PREPARATION PIER 2; 7955 SQ FT BRIDGE DECK PLANING; 12 EACH ELASTOMERIC BEARING PAD TYPE 1; 24 EACH BEARING ASSEMBLY; 827 LIN FT PRESTRESSED CONCRETE BEAMS 27M; 210 SQ YD BRIDGE APPROACH PANELS; 94 LIN FT EXPANSION JOINTS; DESIGN E8 SPECIAL; 810 SQ FT ANTI-GRAFFITI COATING; 810 SQ FT ARCH SURFACE FINISH (MULTI COLOR); 810 SQ FT ARCH CONC TEXTURE (ASHLAR STONE); 7955 SQ FT HMWM FLOOD SEAL; 1 LUMP SUM REMOVE EXISTING BRIDGE; 1 EACH C-I-P CONC TEST PILE 85 FT LONG 12"; 1 EACH C-I-P CONC TEST PILE 140 FT LONG 12"; 2 EACH C-I-P CONC TEST PILE 70 FT LONG 24"; 8 EACH PILE REDRIVING; 4 EACH PILE ANALYSIS; 12 EACH PILE POINTS 12"; 14 EACH PILE POINTS 24"; 1050 LIN FT C-I-P CONCRETE PILING 12"; 672 LIN FT C-I-P CONCRETE PILING 24"; 1 LUMP SUM STEEL SHEET PILING (TEMPORARY); 1 LUMP SUM DRAINAGE SYSTEM TYPE (B910); 451 SQ YD GEOTEXTILE FILTER TYPE 7; 226 CU YD RANDOM RIPRAP CLASS III; 32 LIN FT CONCRETE CURB & GUTTER DESIGN B624; 96 LIN FT PORTABLE PRECAST CONC BARRIER DES 8337; 96 LIN FT RELOCATE PORT PRECAST CONC BAR DES 8337; 1 LUMP SUM CONDUIT SYSTEM; 4 EACH END TREATMENT-ENERGY ABSORBING TERMINAL; 475 LIN FT TRAFFIC BARRIER DESIGN TYPE 31; 100 LIN FT TRAFFIC BARRIER DESIGN TRANS TYPE 31; 1 LUMP SUM TRAFFIC CONTROL SUPERVISOR; 1 LUMP SUM TRAFFIC CONTROL; 2 EACH PORTABLE CHANGEABLE MESSAGE SIGN; 300 SQ FT CONSTRUCTION SIGN-SPECIAL; 2 EACH INSTALL SIGN TYPE C; 36 SQ FT SIGN PANELS TYPE C; 300 LIN FT TEMPORARY FENCE; 1 LUMP SUM EROSION CONTROL SUPERVISOR; 167 LIN FT SILT FENCE; TYPE HI; 974 LIN FT SILT FENCE; TYPE MS; 199 LIN FT FLOTATION SILT CURTAIN TYPE STILL WATER; 372 LIN FT SEDIMENT CONTROL LOG TYPE WOOD FIBER; 1 LUMP SUM TURF ESTABLISHMENT; 1400 SQ YD RAPID STABILIZATION METHOD 4; 342 LIN FT 4" SOLID LINE MULTI COMP GR IN; 1042 LIN FT 6" SOLID LINE MULTI COMP GR IN; 80 LIN FT 4" BROKEN LINE MULTI COMP GR IN; 194 LIN FT 4 DBLE SOLID LINE MULTI COMP GR IN; , all in accordance with specifications and bid forms. The advertisement for this project may also be viewed at the Minnesota Department of Transportation State Aid for Local Transportation eAdvert website.