LETTING : CALL : 029 COUNTIES : GOODHUE

Transcription

1 PAGE : -1 NUMBER OF DAYS: 80 BRIDGE COUNT : 2 CONTRACT DESCRIPTION : GRADING, SURFACING, LIGHTING AND BRIDGE NO CONTRACT LOCATION: LOCATED ON T.H. 61 FROM 30' NORTH OF NORTH LAKESHORE DRIVE TO 1140' NORTH OF 332ND STREET. RECOMMENDATION: AWARD TO LOW BIDDER I, THE UNDERSIGNED CERTIFY THAT THIS ABSTRACT IS A CORRECT TABULATION OF ALL BIDS RECEIVED ON THIS (THESE) PROJECT(S): THAT THE LEGAL REQUIREMENTS RELATING TO COMPETITIVE BIDDING ON PUBLIC PROJECTS HAVE BEEN COMPLIED WITH: THAT SAID BIDS WERE OPENED IN PUBLIC AND AWARD HAS BEEN MADE TO THE LOWEST RESPONSIBLE BIDDER. APPROVED: STATE AID OR CONSTRUCTION ENGR ASST. DIV. DIRECTOR, OPERATIONS PLUS ITEM TOTAL % OVER % OVER RANK VENDOR NO./NAME TIME: BID BID LOW BID EST EST- ENGINEER'S ESTIMATE $ 2,792, $ 3,192, % % 1 M630 MINNOWA CONSTRUCTION INC $ 3,085, $ 3,485, % % 2 K250 EDWARD KRAEMER & SONS INC $ 3,883, $ 4,283, % % SECTION 0001 GRADING, SURFACING AND LIGHT /00003 LUMP CONSTRUCTION SURVEYING /08010 LUMP SUPPLEMENTAL DESCRIPTION QUALITY MANAGEMENT

2 PAGE : /00010 LUMP MOBILIZATION / EACH FIELD OFFICE TYPE D / EACH FIELD LABORATORY TYPE DX /00010 LUMP MAINT AND RESTORATION OF HAUL ROADS / ACRE CLEARING / TREE CLEARING / TREE GRUBBING / L F PAVEMENT MARKING REMOVAL-PERMANENT / L F REMOVE GUARD RAIL-PLATE BEAM / S Y REMOVE BITUMINOUS PAVEMENT / S Y REMOVE BITUMINOUS SHOULDER PAVEMENT / EACH REMOVE PIPE APRON / EACH REMOVE MARKER / EACH REMOVE SIGN TYPE C / EACH REMOVE ENERGY ABSORBING TERMINAL / L F SAWING BITUMINOUS PAVEMENT (FULL DEPTH) / EACH SALVAGE MARKER / EACH SALVAGE DELINEATOR

3 PAGE : / EACH SALVAGE SIGN TYPE C / EACH SALVAGE SIGN TYPE D / EACH SETTLEMENT PLATES / C Y EXCAVATION - COMMON / C Y COMMON EMBANKMENT (CV) / C Y SELECT GRANULAR EMBANKMENT MODIFIED 10% (CV) / TON AGGREGATE SURFACING CLASS / C Y AGGREGATE BASE (CV) CLASS / TON AGGREGATE SHOULDERING CLASS / L F EXPANSION JOINTS DESIGN E8H / S Y BRIDGE APPROACH PANELS / TON TYPE SP 12.5 WEARING COURSE MIXTURE (3, B) / L F " RC PIPE CULVERT / EACH " RC SAFETY APRON / C Y RANDOM RIPRAP CLASS III / L F PORTABLE PRECAST CONCRETE BARRIER DESIGN 8337

4 PAGE : / L F PORTABLE PRECAST CONCRETE BARRIER DESIGN PINNED / L F RELOCATE PORTABLE PRECAST CONC BARRIER DESIGN / L F RELOCATE PORT PRECAST CONC BARRIER DES 8337-PINNED / EACH LIGHTING UNIT TYPE SPECIAL / L F " NON-METALLIC CONDUIT / L F UNDERGROUND WIRE 1 COND NO / EACH SERVICE CABINET SECONDARY TYPE A / EACH EQUIPMENT PAD B / EACH HANDHOLE / L F TRAFFIC BARRIER DESIGN SPECIAL / L F TRAFFIC BARRIER DESIGN B / EACH GUIDE POST TYPE B / EACH END TREATMENT-TANGENT TERMINAL / EACH IMPACT ATTENUATOR BARRELS / EACH RELOCATE IMPACT ATTENUATOR BARRELS / AMBY IMPACT ATTENUATOR NO 1

5 PAGE : / AMBY IMPACT ATTENUATOR NO / L F WIRE FENCE DESIGN / EACH METAL BRACE ASSEMBLY(CHAIN LINK FENCE) / EACH ELECTRICAL GROUND /00010 LUMP TRAFFIC CONTROL / EACH RAISED PAVEMENT MARKER TEMPORARY / EACH MEDIAN BARRIER DELINEATOR / EACH TUBE DELINEATOR / EACH INSTALL SIGN TYPE C / EACH INSTALL SIGN TYPE D / EACH INSTALL DELINEATOR / EACH PLAQUE TYPE X / EACH INSTALL MARKER / L F SILT FENCE, TYPE HEAVY DUTY / L F SILT FENCE, TYPE SUPER DUTY / L F SILT FENCE, TYPE MACHINE SLICED / L F FLOTATION SILT CURTAIN TYPE WORK AREA / ACRE SEEDING

6 PAGE : / LB SEED MIXTURE / LB SEED MIXTURE / TON MULCH MATERIAL TYPE / ACRE DISK ANCHORING / S Y EROSION CONTROL BLANKETS CATEGORY / LB FERTILIZER TYPE / MGAL RAPID STABILIZATION METHOD / L F REMOVABLE PREFORMED PLASTIC MARKING / EACH PAVEMENT MESSAGE (LT ARROW) REMOVABLE POLY PREFORMED / EACH PAVEMENT MESSAGE (LEFT ARROW) POLY PREFORM-GROUND IN / L F " SOLID LINE WHITE-EPOXY / L F " BROKEN LINE WHITE-EPOXY / L F " SOLID LINE YELLOW-EPOXY / L F " BROKEN LINE YELLOW-EPOXY / L F " DOUBLE SOLID LINE YELLOW-EPOXY SECTION TOTALS $ 1,256, $ 1,375, $ 1,545, SECTION 0002 BRIDGE NO 25024

7 PAGE : / S F BRIDGE SLAB CONCRETE (3YAHP) / L F TYPE MOD P-1 (TL-2) RAILING CONCRETE (3Y46A) / L F TYPE P-2 (TL-4) RAILING CONCRETE (3Y46A / L F TYPE MOD P-2 (TL-4) RAILING CONCRETE (3Y46A) / LB REINFORCEMENT BARS (EPOXY COATED) /00010 LUMP STRUCTURE EXCAVATION /00300 LUMP FOUNDATION PREP PILE BENT PIERS / S F BRIDGE DECK PLANING / L F ORNAMENTAL METAL RAILING / L F STRUCTURAL TUBE RAILING DESIGN T / EACH ELASTOMERIC BEARING PAD TYPE / EACH ELASTOMERIC BEARING PAD TYPE / EACH ELASTOMERIC BEARING PAD TYPE / EACH SHEAR STUDS /08010 LUMP SUPPLEMENTAL DESCRIPTION PRECAST PIER WALL / EACH SUPPLEMENTAL DESCRIPTION PRECAST PIER CAP ELEMENT

8 PAGE : / EACH SUPPLEMENTAL DESCRIPTION PRECAST PIER BASE ELEMENT / EACH SUPPLEMENTAL DESCRIPTION PRECAST WINGWALL ELEMENT / EACH SUPPLEMENTAL DESCRIPTION PRECAST ABUTMENT ELEMENT / L F PRESTRESSED BEAMS INV-T 18" TYPE / L F PRESTRESSED BEAMS INV-T 18" TYPE / L F PRESTRESSED BEAMS INV-T 18" TYPE / S F ANTI-GRAFFITI COATING / S F ARCHITECTURAL SURFACE FINISH (MULTI COLOR) / S F ARCHITECTURAL CONCRETE TEXTURE (ASHLAR STONE) / EACH ANCHORAGES TYPE / EACH ANCHORAGES TYPE REINF BARS / EACH ANCHORAGES TYPE REINF BARS (STAINLESS STEEL) / EACH SUPPLEMENTAL DESCRIPTION REMOVE ANCHORAGE /00010 LUMP REMOVE EXISTING BRIDGE

9 PAGE : / L F C-I-P CONCRETE PILING DELIVERED 12" / L F C-I-P CONCRETE PILING DELIVERED 16" / L F C-I-P CONCRETE PILING DRIVEN 12" / L F C-I-P CONCRETE PILING DRIVEN 16" / EACH C-I-P CONCRETE TEST PILE 70 FT LONG 12" / EACH C-I-P CONCRETE TEST PILE 75 FT LONG 12" / EACH C-I-P CONCRETE TEST PILE 80 FT LONG 16" / EACH PILE REDRIVING /00011 LUMP STEEL SHEET PILING (TEMPORARY) / EACH COUPLERS (REINFORCEMENT BARS) T /00010 LUMP DRAINAGE SYSTEM TYPE (B910) / C Y RANDOM RIPRAP CLASS V / S Y GEOTEXTILE FILTER TYPE IV (MOD) /00011 LUMP CONDUIT SYSTEM (LIGHTING) SECTION TOTALS $ 1,535, $ 1,710, $ 2,337, CONTRACT TOTALS $ 2,792, $ 3,085, $ 3,883, COST PLUS TIME TOTALS $ 3,192, $ 3,485, $ 4,283,398.10