***PROJECT NO AWARDED TO E.S. WAGNER VIA RESOLUTION NO ON JANUARY 19, 2016***
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1 General Info Number: PROJECT NO Description: Deadline: BRIDGE DECK REPLACEMENT AND REHABILITATION, CLIFTON-GUNN ROAD OVER OHIO TURNPIKE M.P. 21.4, RUEGER-SHETLER ROAD OVER OHIO TURNPIKE M.P. 23.9, FULTON-WILLIAMS ROAD OVER OHIO TURNPIKE M.P. 24.4, SPIES-HANDY CORNERS ROAD OVER OHIO TURNPIKE M.P. 27.3, WILLIAMS AND FULTON COUNTIES, OHIO DECEMBER 8, 2015 AT 2:00 P.M. (EASTERN TIME) (Estimated Cost: $3,500,000) Bids Business Bid Total E.S. Wagner Company $ 3,189, Mosser Construction $ 3,232, Miller Bros. Const., Inc. $ 3,434, ***PROJECT NO AWARDED TO E.S. WAGNER VIA RESOLUTION NO ON JANUARY 19, 2016***
2 E.S. WAGNER COMPANY GENERAL (Ref. Nos. 1-5) PREMIUM FOR CONTRACT PERFORMANCE BOND AND PAYMENT IB.ART.6 1 BOND 1.00 LUMP $ 20, $ 20, SP 614 MAINTAINING TRAFFIC 1.00 LUMP $ 197, $ 197, SP 619 FIELD OFFICE 1.00 LUMP $ 25, $ 25, SP 623 CONSTRUCTION LAYOUT SURVEY 1.00 LUMP $ 10, $ 10, MOBILIZATION 1.00 LUMP $ 100, $ 100, Total: $ 352, ROADWAY (Ref. Nos. 6-18) GUARDRAIL REMOVED FOOT $ 2.00 $ 1, CURB REMOVED FOOT $ 5.00 $ PAVEMENT PLANING, ASPHALT CONCRETE, VARIABLE DEPTH SQ. YD. $ $ 11, TACK COAT FOR SURFACE COURSE GAL. $ 3.00 $ TACK COAT FOR INTERMEDIATE COURSE GAL. $ 3.00 $ ASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG CU. YD. $ $ 14, ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG CU. YD. $ $ 6, CATCH BASIN RECONSTRUCTED TO GRADE 8.00 EACH $ $ 4, GUARDRAIL, TYPE MGS FOOT $ $ 7, MGS BRIDGE TERMINAL ASSEMBLY, TYPE EACH $ 2, $ 38, CURB, TYPE FOOT $ $ 1, EDGE LINE, 4", TYPE MILE $ 7, $ 3, CENTER LINE, TYPE MILE $ 8, $ 1, Total: $ 90,719.00
3 STRUCTURES (Ref. Nos ) 19 SP 202 PORTIONS OF STRUCTURE REMOVED 1.00 LUMP $ 400, $ 400, REINFORCING STEEL, REPLACEMENT OF EXISTING REINFORCING STEEL LBS. $ 3.00 $ 1, SP 509 EPOXY COATED REINFORCING STEEL, GRADE , LBS. $ 0.90 $ 235, SP 511B CLASS HP4 CONCRETE, SUPERSTRUCTURE DECK SLAB CU. YD. $ 1, $ 857, CLASS S CONCRETE, BARRIERS AND PARAPETS, USING TYPE 1 SP 511B 23 CEMENT CU. YD. $ 1, $ 276, SP 511B CLASS HP4 CONCRETE, ABUTMENT SLABS CU. YD. $ 1, $ 131, SP 511B CLASS HP4 CONCRETE, FOR PREPLACEMENT TESTING CU. YD. $ $ 6, WELDED STUD SHEAR CONNECTORS 6, EACH $ 4.00 $ 26, SP 516B SEALING OF CONSTRUCTION JOINTS 2, FOOT $ 3.00 $ 8, SP 516G REPLACE EXPANSION BEARING DEVICE EACH $ 2, $ 158, SP 516J REPLACE FIXED BEARING DEVICE EACH $ 2, $ 56, FALSEWORK, TEMPORARY BRACING AND PROTECTIVE SP STRUCTURES 1.00 LUMP $ 200, $ 200, SP 533 3" CONTINUOUS STRIP SEAL IN STRUCTURAL STEEL JOINT FOOT $ $ 94, /2" ELASTOMERIC COMPRESSION SEAL IN STRUCTURAL STEEL SP 533A 32 JOINT FOOT $ $ 66, CONCRETE WEATHERPROOFING, DECK, ABUTMENT SLABS, AND SP APPROACH SLABS 2, SQ. YD. $ 8.00 $ 20, SP 536 CONCRETE WEATHERPROOFING, BARRIERS AND PARAPETS 2, SQ. YD. $ 8.00 $ 20, SP 536 CONCRETE WEATHERPROOFING, SUBSTRUCTURE 1, SQ. YD. $ $ 13, SP 607 TYPE II FENCE, ALL ALUMINUM (6'-0" CHAIN LINK WITH SPECIALS) 1, FOOT $ $ 173, Total: $ 2,747, TOTAL BID AMOUNT $ 3,189,955.40
4 MOSSER CONSTRUCTION CO. GENERAL (Ref. Nos. 1-5) PREMIUM FOR CONTRACT PERFORMANCE BOND AND PAYMENT 1 IB.ART.6 BOND 1.00 LUMP $ 25, $ 25, SP 614 MAINTAINING TRAFFIC 1.00 LUMP $ 225, $ 225, SP 619 FIELD OFFICE 1.00 LUMP $ 35, $ 35, SP 623 CONSTRUCTION LAYOUT SURVEY 1.00 LUMP $ 20, $ 20, MOBILIZATION 1.00 LUMP $ 100, $ 100, Total: $ 405, ROADWAY (Ref. Nos. 6-18) GUARDRAIL REMOVED FOOT $ 2.00 $ 1, CURB REMOVED FOOT $ $ PAVEMENT PLANING, ASPHALT CONCRETE, VARIABLE DEPTH SQ. YD. $ $ 13, TACK COAT FOR SURFACE COURSE GAL. $ 2.00 $ TACK COAT FOR INTERMEDIATE COURSE GAL. $ 2.00 $ ASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG CU. YD. $ $ 15, ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG CU. YD. $ $ 7, CATCH BASIN RECONSTRUCTED TO GRADE 8.00 EACH $ $ 6, GUARDRAIL, TYPE MGS FOOT $ $ 7, MGS BRIDGE TERMINAL ASSEMBLY, TYPE EACH $ 2, $ 38, CURB, TYPE FOOT $ $ 2, EDGE LINE, 4", TYPE MILE $ 3, $ 1, CENTER LINE, TYPE MILE $ 3, $ Total: $ 94,288.00
5 STRUCTURES (Ref. Nos ) 19 SP 202 PORTIONS OF STRUCTURE REMOVED 1.00 LUMP $ 335, $ 335, REINFORCING STEEL, REPLACEMENT OF EXISTING REINFORCING STEEL LBS. $ 6.00 $ 2, SP 509 EPOXY COATED REINFORCING STEEL, GRADE , LBS. $ 1.20 $ 314, SP 511B CLASS HP4 CONCRETE, SUPERSTRUCTURE DECK SLAB CU. YD. $ 1, $ 854, CLASS S CONCRETE, BARRIERS AND PARAPETS, USING TYPE 1 23 SP 511B CEMENT CU. YD. $ $ 234, SP 511B CLASS HP4 CONCRETE, ABUTMENT SLABS CU. YD. $ $ 72, SP 511B CLASS HP4 CONCRETE, FOR PREPLACEMENT TESTING CU. YD. $ 1, $ 14, WELDED STUD SHEAR CONNECTORS 6, EACH $ 2.70 $ 18, SP 516B SEALING OF CONSTRUCTION JOINTS 2, FOOT $ 6.00 $ 16, SP 516G REPLACE EXPANSION BEARING DEVICE EACH $ 2, $ 171, SP 516J REPLACE FIXED BEARING DEVICE EACH $ 2, $ 70, SP 527 FALSEWORK, TEMPORARY BRACING AND PROTECTIVE STRUCTURES 1.00 LUMP $ 200, $ 200, SP 533 3" CONTINUOUS STRIP SEAL IN STRUCTURAL STEEL JOINT FOOT $ $ 122, SP 533A 1 1/2" ELASTOMERIC COMPRESSION SEAL IN STRUCTURAL STEEL JOINT FOOT $ $ 85, SP 536 CONCRETE WEATHERPROOFING, DECK, ABUTMENT SLABS, AND APPROACH SLABS 2, SQ. YD. $ 7.00 $ 18, SP 536 CONCRETE WEATHERPROOFING, BARRIERS AND PARAPETS 2, SQ. YD. $ 7.00 $ 17, SP 536 CONCRETE WEATHERPROOFING, SUBSTRUCTURE 1, SQ. YD. $ 9.00 $ 12, SP 607 TYPE II FENCE, ALL ALUMINUM (6'-0" CHAIN LINK WITH SPECIALS) 1, FOOT $ $ 173, Total: $ 2,733, TOTAL BID AMOUNT $ 3,232,573.30
6 MILLER BROS. CONST., INC. GENERAL (Ref. Nos. 1-5) PREMIUM FOR CONTRACT PERFORMANCE BOND AND PAYMENT 1 IB.ART.6 BOND 1.00 LUMP $ 25, $ 25, SP 614 MAINTAINING TRAFFIC 1.00 LUMP $ 250, $ 250, SP 619 FIELD OFFICE 1.00 LUMP $ 30, $ 30, SP 623 CONSTRUCTION LAYOUT SURVEY 1.00 LUMP $ 10, $ 10, MOBILIZATION 1.00 LUMP $ 100, $ 100, Total: $ 415, ROADWAY (Ref. Nos. 6-18) GUARDRAIL REMOVED FOOT $ 2.00 $ 1, CURB REMOVED FOOT $ $ PAVEMENT PLANING, ASPHALT CONCRETE, VARIABLE DEPTH SQ. YD. $ $ 9, TACK COAT FOR SURFACE COURSE GAL. $ 1.85 $ TACK COAT FOR INTERMEDIATE COURSE GAL. $ 1.85 $ ASPHALT CONCRETE SURFACE COURSE, TYPE 1, PG CU. YD. $ $ 18, ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, PG CU. YD. $ 1, $ 12, CATCH BASIN RECONSTRUCTED TO GRADE 8.00 EACH $ $ 7, GUARDRAIL, TYPE MGS FOOT $ $ 7, MGS BRIDGE TERMINAL ASSEMBLY, TYPE EACH $ 2, $ 38, CURB, TYPE FOOT $ $ 2, EDGE LINE, 4", TYPE MILE $ 4, $ 1, CENTER LINE, TYPE MILE $ 8, $ 1, Total: $ 100,189.45
7 STRUCTURES (Ref. Nos ) 19 SP 202 PORTIONS OF STRUCTURE REMOVED 1.00 LUMP $ 350, $ 350, REINFORCING STEEL, REPLACEMENT OF EXISTING REINFORCING STEEL LBS. $ 1.50 $ SP 509 EPOXY COATED REINFORCING STEEL, GRADE , LBS. $ 1.10 $ 287, SP 511B CLASS HP4 CONCRETE, SUPERSTRUCTURE DECK SLAB CU. YD. $ 1, $ 920, CLASS S CONCRETE, BARRIERS AND PARAPETS, USING TYPE 1 23 SP 511B CEMENT CU. YD. $ 1, $ 331, SP 511B CLASS HP4 CONCRETE, ABUTMENT SLABS CU. YD. $ $ 87, SP 511B CLASS HP4 CONCRETE, FOR PREPLACEMENT TESTING CU. YD. $ $ 4, WELDED STUD SHEAR CONNECTORS 6, EACH $ 3.25 $ 21, SP 516B SEALING OF CONSTRUCTION JOINTS 2, FOOT $ 4.00 $ 10, SP 516G REPLACE EXPANSION BEARING DEVICE EACH $ 2, $ 158, SP 516J REPLACE FIXED BEARING DEVICE EACH $ 2, $ 58, SP 527 FALSEWORK, TEMPORARY BRACING AND PROTECTIVE STRUCTURES 1.00 LUMP $ 240, $ 240, SP 533 3" CONTINUOUS STRIP SEAL IN STRUCTURAL STEEL JOINT FOOT $ $ 122, SP 533A 1 1/2" ELASTOMERIC COMPRESSION SEAL IN STRUCTURAL STEEL JOINT FOOT $ $ 85, SP 536 CONCRETE WEATHERPROOFING, DECK, ABUTMENT SLABS, AND APPROACH SLABS 2, SQ. YD. $ $ 25, SP 536 CONCRETE WEATHERPROOFING, BARRIERS AND PARAPETS 2, SQ. YD. $ $ 25, SP 536 CONCRETE WEATHERPROOFING, SUBSTRUCTURE 1, SQ. YD. $ $ 13, SP 607 TYPE II FENCE, ALL ALUMINUM (6'-0" CHAIN LINK WITH SPECIALS) 1, FOOT $ $ 173, Total: $ 2,919, TOTAL BID AMOUNT $ 3,434,825.55
Bids MAY 24, 2018 AT 2:00 P.M. (EASTERN) (Estimated Cost: $7,500,000.00)
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