Bids MAY 24, 2018 AT 2:00 P.M. (EASTERN) (Estimated Cost: $7,500,000.00)

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1 General Info Number: PROJECT NO Description: BRIDGE DECK REPAIR AND REHABILITATION PERRYSBURG-HOLLAND ROAD OVER THE OHIO TURNPIKE, M.P HESSVILLE ROAD OVER THE OHIO TURNPIKE, M.P LUCAS AND SANDUSKY COUNTIES, OHIO Deadline: MAY 24, 2018 AT 2:00 P.M. (EASTERN) (Estimated Cost: $7,500,000.00) Bids Business Bid Total Kokosing Construction Company, Inc. $5,517, Miller Bros. Const., Inc. $6,169,018.70

2 KOKOSING CONSTRUCTION COMPANY, INC. ROADWAY (Ref. Nos. 1-13) CURB REMOVED FOOT $3.60 $1, A 202 CURB AND GUTTER REMOVED FOOT $6.50 $2, GUARDRAIL REMOVED 1, FOOT $1.80 $1, PAVEMENT REMOVED 2, SQ. YD. $5.47 $11, FENCE REMOVAL AND RESET FOOT $18.60 $3, CONCRETE BARRIER REMOVED FOOT $13.50 $4, EMBANKMENT 3, CU. YD. $11.25 $40, A 204 SUBGRADE COMPACTION 2, SQ. Y $2.25 $5, EXCAVATION 2, CU. YD. $7.50 $16, PAVEMENT PLANING, ASPHALT CONCRETE SQ. YD. $25.46 $13, GUARDRAIL, TYPE MGS 1, FOOT $20.80 $31, MGS BRIDGE TERMINAL ASSEMBLY, TYPE EACH $2, $17, ANCHOR ASSEMBLY, TYPE T 2.00 EACH $ $1, ANCHOR ASSEMBLY, TYPE E 2.00 EACH $2, $4, CONCRETE WALK 2, SQ. FT. $7.75 $22, Total: $179, EROSION CONTROL (Ref. Nos ) SEEDING AND MULCHING 2, SQ. YD. $2.44 $5, EROSION PROTECTION 1.00 LUIMP $30, $30, Total: $35,960.92

3 DRAINAGE (Ref. Nos ) ROCK CHANNEL PROTECTION, TYPE C 3.00 CU. YD. $ $1, WITHOUT FILTER 17 SP 604 CATCH BASIN EACH $3, $12, SP 605 6" BASE PIPE UNDERDRAIN, WITH FABRIC FOOT $16.00 $15, WRAP (18") 19 SP 605 6" UNDERDRAIN OUTLET PIPE FOOT $25.00 $2, SP " CONDUIT, TYPE F FOOT $45.00 $8, PRECAST REINFORCED CONCRETE OUTLET 4.00 EACH $ $1, CATCH BASIN RECONSTRUCTED TO GRADE 5.00 EACH $1, $6, Total: $47, PAVEMENT (Ref. Nos ) ASPHALT CONCRETE BASE CU. YD. $ $61, SP 304 AGGREGATE BASE CU. YD. $56.46 $51, TACK COAT GAL. $2.20 $ TACK COAT FOR INTERMEDIATE COURSE GAL. $2.20 $ ASPHALT CONCRETE INTERMEDIATE COURSE, CU. YD. $ $28, TYPE 2, (448), PG ASPHALT CONCRETE SURFACE COURSE, TYPE CU. YD. $ $29, (448), PG REINFORCED CONCRETE APPROACH SLABS SQ. YD. $ $92, (15") TYPE A INSTALLATION FOOT $ $21, CURB AND GUTTER, TYPE 2A FOOT $48.00 $17, CURB, TYPE 4-C FOOT $37.00 $4,144.00

4 CURB, TYPE A FOOT $37.00 $8, COMPACTED AGGREGATE 3.00 CU. YD. $ $1, SHOULDER PREPARATION SQ. YD. $4.50 $1, POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM CU. FT. $ $19, Total: $337, TRAFFIC CONTROL (Ref. Nos ) REMOVAL OF GROUND MOUNTED SIGN AND 2.00 EACH $55.00 $ REERECTION GROUND MOUNTED SUPPORT, NO.3 POST FOOT $20.00 $ SIGNING MISC.: ADDITIONAL SIGNS, GROUND EACH $ $4, MOUNTED, AS DIRECTED BY THE ENGINEER EDGE LINE, 4", TYPE MILE $3, $1, LANE LINE, 4", TYPE MILE $2, $ CENTER LINE, TYPE MILE $6, $1, Total: $7, STRUCTURES (Ref. Nos ) STRUCTURE REMOVED 1.00 LUMP $160, $160, APPROACH SLAB REMOVED SQ. YD. $35.00 $6, SP 202 PORTIONS OF STRUCTURE REMOVED 1.00 LUMP $110, $110, UNCLASSIFIED EXCAVATION 1.00 LUMP $50, $50, PILE DRIVING EQUIPMENT MOBILIZATION 1.00 LUMP $15, $15, STEEL PILES HP10X42, FURNISHED 7, FOOT $30.00 $229, STEEL PILES HP10X42, DRIVEN 7, FOOT $12.00 $87, PREBORED HOLES 2, FOOT $30.00 $81, REINFORCING STEEL, REPLACEMENT OF EXISTING REINFORCING STEEL POUND $2.25 $225.00

5 52 SP 509 EPOXY COATED REINFORCING STEEL, GRADE 263, POUND $1.25 $329, DOWEL HOLES WITH NON-SHRINK, NON EACH $17.00 $ METALLIC GROUT SEMI-INTEGRAL DIAPHRAGM GUIDE 2.00 EACH $2, $5, CLASS QC1 CONCRETE, ABUTMENT INCLUDING CU. YD. $ $130, FOOTING CLASS QC1 CONCRETE, PIER ABOVE FOOTING CU. YD. $1, $67, CLASS QC1 CONCRETE, FOOTING CU. YD. $ $23, SP 511B CLASS HP4 CONCRETE OR CLASS QC CU. YD. $ $721, CONCRETE, SUPERSTRUCTURE DECK SLAB 59 SP 511B CLASS S CONCRETE, BARRIERS AND CU. YD. $ $199, PARAPETS, USING TYPE 1 CEMENT 60 SP 511B CLASS HP4 CONCRETE OR CLASS QC CU. YD. $ $8, CONCRETE, ABUTMENT SLABS 61 SP 511B CLASS HP4 CONCRETE OR CLASS QC2 CONCRETE, FOR PREPLACEMENT TESTING 8.00 CU. YD. $ $3, STRUCTURAL STEEL MEMBERS, LEVEL 4 655, POUND $2.06 $1,350, WELDED STUD SHEAR CONNECTORS 10, EACH $4.50 $48, " PREFORMED EXPANSION JOINT FILLER SQ. FT. $6.50 $ " PREFORMED EXPANSION JOINT FILLER SQ. FT. $7.50 $1, SEMI-INTEGRAL ABUTMENT EXPANSION JOINT FOOT $28.00 $5, SEAL ELASTOMERIC BEARING WITH INTERNAL EACH $2, $30, LAMINATES AND LOAD PLATE (NEOPRENE), (ABUTMENTS) AS PER PLAN ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), (PIER) AS PER PLAN 7.00 EACH $2, $14, SP 516A CRACK REPAIR USING EPOXY INJECTION FOOT $ $7, SP 516B SEALING OF CONSTRUCTION JOINTS 1, FOOT $8.05 $13, SP 516G REPLACE EXPANSION BEARING DEVICE EACH $3, $74, SP 516J REPLACE FIXED BEARING DEVICE EACH $3, $31, POROUS BACKFILL WITH GEOTEXTILE FABRIC CU. YD. $75.00 $9,525.00

6 " PERFORATED CORRUGATED PLASTIC PIPE FOOT $8.00 $1, " NON-PERFORATED CORRUGATED PLASTIC FOOT $18.03 $ PIPE 76 SP 519 PATCHING OF CONCRETE STRUCTURES SQ. FT. $ $7, DYNAMIC LOAD TESTING 1.00 EACH $4, $4, SP 525 WORKER PROTECTION 1.00 LUMP $23, $23, SP 525 PROTECTIVE CLOTHING/EQUIPMENT SET EACH $ $5, SP 525 ESTABLISH REGULATED AREAS 1.00 LUMP $1, $1, SP 525 PAINT WASTE/HAZARDOUS WASTE 1.00 LUMP $3, $3, CLASSIFICATION, HANDLING AND DISPOSAL 82 SP 525 CONTAINMENT SYSTEM 1.00 LUMP $5, $5, SP 527 FALSEWORK, TEMPORARY BRACING AND 1.00 LUMP $250, $250, PROTECTIVE STRUCTURES 84 SP 533 3" CONTINUOUS STRIP SEAL IN STRUCTURAL STEEL JOINT FOOT $ $31, SP 533A 1 1/2" ELASTOMERIC COMPRESSION SEAL IN STRUCTURAL STEEL JOINT FOOT $ $30, SP 536 CONCRETE WEATHERPROOFING, DECK, 2, SQ. YD. $9.00 $22, ABUTMENT SLABS, AND APPROACH SLABS 87 SP 536 CONCRETE WEATHERPROOFING, SQ. YD. $9.00 $6, SUBSTRUCTURE CRUSHED AGGREGATE SLOPE PROTECTION SQ. YD. $48.00 $3, SP 607 TYPE I FENCE, ALL ALUMINUM (9'-0" CHAIN LINK FOOT $ $59, WITH SPECIALS) 90 SP 607 TYPE II FENCE, ALL ALUMINUM (6'-0" CHAIN LINK WITH SPECIALS) FOOT $ $105, Total: $4,377,914.34

7 GENERAL (Ref. Nos ) 91 IB.ART.6 PREMIUM FOR CONTRACT PERFORMANCE BOND AND PAYMENT BOND 1.00 LUMP $28, $28, REPLACEMENT SIGN 5.00 EACH $ $1, SP 614 MAINTAINING TRAFFIC 1.00 LUMP $231, $231, SP 619 FIELD OFFICE 1.00 LUMP $35, $35, SP 623 CONSTRUCTION LAYOUT SURVEY 1.00 LUMP $36, $36, MOBILIZATION 1.00 LUMP $200, $200, Total: $531, TOTAL BID AMOUNT (INCLUDES REF. NO. 1 THRU REF. NO. 96) $5,517,827.09

8 MILLER BROS. CONSTRUCTION INC. ROADWAY (Ref. Nos. 1-13) CURB REMOVED FOOT $2.00 $ A 202 CURB AND GUTTER REMOVED FOOT $3.00 $1, GUARDRAIL REMOVED 1, FOOT $1.80 $1, PAVEMENT REMOVED 2, SQ. YD. $8.00 $17, FENCE REMOVAL AND RESET FOOT $18.60 $3, CONCRETE BARRIER REMOVED FOOT $22.00 $7, EMBANKMENT 3, CU. YD. $10.00 $36, A 204 SUBGRADE COMPACTION 2, SQ. Y $1.50 $3, EXCAVATION 2, CU. YD. $10.00 $21, PAVEMENT PLANING, ASPHALT CONCRETE SQ. YD. $9.00 $4, GUARDRAIL, TYPE MGS 1, FOOT $20.80 $31, MGS BRIDGE TERMINAL ASSEMBLY, TYPE EACH $2, $17, ANCHOR ASSEMBLY, TYPE T 2.00 EACH $ $1, ANCHOR ASSEMBLY, TYPE E 2.00 EACH $2, $4, CONCRETE WALK 2, SQ. FT. $7.25 $20, Total: $174, EROSION CONTROL (Ref. Nos ) SEEDING AND MULCHING 2, SQ. YD. $1.30 $3, EROSION PROTECTION 1.00 LUIMP $35, $35, Total: $38,175.90

9 DRAINAGE (Ref. Nos ) ROCK CHANNEL PROTECTION, TYPE C 3.00 CU. YD. $ $1, WITHOUT FILTER 17 SP 604 CATCH BASIN EACH $3, $12, " BASE PIPE UNDERDRAIN, WITH FABRIC FOOT $15.00 $14, SP 605 WRAP (18") 19 SP 605 6" UNDERDRAIN OUTLET PIPE FOOT $15.00 $1, SP " CONDUIT, TYPE F FOOT $45.00 $8, PRECAST REINFORCED CONCRETE OUTLET 4.00 EACH $ $ CATCH BASIN RECONSTRUCTED TO GRADE 5.00 EACH $1, $6, Total: $45, PAVEMENT (Ref. Nos ) ASPHALT CONCRETE BASE CU. YD. $ $63, SP 304 AGGREGATE BASE CU. YD. $60.00 $54, TACK COAT GAL. $1.00 $ TACK COAT FOR INTERMEDIATE COURSE GAL. $1.00 $82.00 ASPHALT CONCRETE INTERMEDIATE COURSE, CU. YD. $ $25, TYPE 2, (448), PG64-22 ASPHALT CONCRETE SURFACE COURSE, TYPE CU. YD. $ $22, (448), PG64-22 REINFORCED CONCRETE APPROACH SLABS SQ. YD. $ $110, (15") TYPE A INSTALLATION FOOT $ $28, CURB AND GUTTER, TYPE 2A FOOT $32.00 $11, CURB, TYPE 4-C FOOT $26.00 $2,912.00

10 CURB, TYPE A FOOT $25.00 $5, COMPACTED AGGREGATE 3.00 CU. YD. $ $ SHOULDER PREPARATION SQ. YD. $13.00 $5, POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM CU. FT. $ $25, Total: $355, TRAFFIC CONTROL (Ref. Nos ) REMOVAL OF GROUND MOUNTED SIGN AND 2.00 EACH $55.00 $ REERECTION GROUND MOUNTED SUPPORT, NO.3 POST FOOT $20.00 $ SIGNING MISC.: ADDITIONAL SIGNS, GROUND EACH $ $2, MOUNTED, AS DIRECTED BY THE ENGINEER EDGE LINE, 4", TYPE MILE $4, $2, LANE LINE, 4", TYPE MILE $4, $1, CENTER LINE, TYPE MILE $4, $1, Total: $7, STRUCTURES (Ref. Nos ) STRUCTURE REMOVED 1.00 LUMP $485, $485, APPROACH SLAB REMOVED SQ. YD. $30.00 $5, SP 202 PORTIONS OF STRUCTURE REMOVED 1.00 LUMP $125, $125, UNCLASSIFIED EXCAVATION 1.00 LUMP $60, $60, PILE DRIVING EQUIPMENT MOBILIZATION 1.00 LUMP $60, $60, STEEL PILES HP10X42, FURNISHED 7, FOOT $35.00 $268, STEEL PILES HP10X42, DRIVEN 7, FOOT $10.00 $72, PREBORED HOLES 2, FOOT $10.00 $27, REINFORCING STEEL, REPLACEMENT OF EXISTING REINFORCING STEEL POUND $1.50 $150.00

11 EPOXY COATED REINFORCING STEEL, GRADE 263, POUND $1.25 $329, SP DOWEL HOLES WITH NON-SHRINK, NON EACH $20.00 $ METALLIC GROUT SEMI-INTEGRAL DIAPHRAGM GUIDE 2.00 EACH $3, $7, CLASS QC1 CONCRETE, ABUTMENT INCLUDING CU. YD. $ $136, FOOTING CLASS QC1 CONCRETE, PIER ABOVE FOOTING CU. YD. $1, $70, CLASS QC1 CONCRETE, FOOTING CU. YD. $ $25, CLASS HP4 CONCRETE OR CLASS QC CU. YD. $ $809, SP 511B CONCRETE, SUPERSTRUCTURE DECK SLAB CLASS S CONCRETE, BARRIERS AND CU. YD. $ $178, SP 511B PARAPETS, USING TYPE 1 CEMENT CLASS HP4 CONCRETE OR CLASS QC CU. YD. $1, $22, SP 511B CONCRETE, ABUTMENT SLABS CLASS HP4 CONCRETE OR CLASS QC CU. YD. $ $3, SP 511B CONCRETE, FOR PREPLACEMENT TESTING STRUCTURAL STEEL MEMBERS, LEVEL 4 655, POUND $2.00 $1,311, WELDED STUD SHEAR CONNECTORS 10, EACH $2.95 $31, " PREFORMED EXPANSION JOINT FILLER SQ. FT. $8.00 $ " PREFORMED EXPANSION JOINT FILLER SQ. FT. $8.00 $1, SEMI-INTEGRAL ABUTMENT EXPANSION JOINT FOOT $30.00 $6, SEAL ELASTOMERIC BEARING WITH INTERNAL EACH $2, $31, LAMINATES AND LOAD PLATE (NEOPRENE), (ABUTMENTS) AS PER PLAN ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), (PIER) AS PER PLAN 7.00 EACH $2, $14, SP 516A CRACK REPAIR USING EPOXY INJECTION FOOT $60.00 $2, SP 516B SEALING OF CONSTRUCTION JOINTS 1, FOOT $4.25 $7, SP 516G REPLACE EXPANSION BEARING DEVICE EACH $3, $65, SP 516J REPLACE FIXED BEARING DEVICE EACH $3, $38, POROUS BACKFILL WITH GEOTEXTILE FABRIC CU. YD. $90.00 $11,430.00

12 " PERFORATED CORRUGATED PLASTIC PIPE FOOT $8.00 $1, " NON-PERFORATED CORRUGATED PLASTIC FOOT $20.00 $ PIPE 76 SP 519 PATCHING OF CONCRETE STRUCTURES SQ. FT. $ $4, DYNAMIC LOAD TESTING 1.00 EACH $4, $4, SP 525 WORKER PROTECTION 1.00 LUMP $1, $1, SP 525 PROTECTIVE CLOTHING/EQUIPMENT SET EACH $ $5, SP 525 ESTABLISH REGULATED AREAS 1.00 LUMP $1, $1, PAINT WASTE/HAZARDOUS WASTE 1.00 LUMP $95, $95, SP 525 CLASSIFICATION, HANDLING AND DISPOSAL 82 SP 525 CONTAINMENT SYSTEM 1.00 LUMP $5, $5, FALSEWORK, TEMPORARY BRACING AND 1.00 LUMP $385, $385, SP 527 PROTECTIVE STRUCTURES 3" CONTINUOUS STRIP SEAL IN STRUCTURAL FOOT $ $43, SP 533 STEEL JOINT 1 1/2" ELASTOMERIC COMPRESSION SEAL IN FOOT $ $32, SP 533A STRUCTURAL STEEL JOINT CONCRETE WEATHERPROOFING, DECK, 2, SQ. YD. $9.00 $22, SP 536 ABUTMENT SLABS, AND APPROACH SLABS CONCRETE WEATHERPROOFING, SQ. YD. $10.00 $7, SP 536 SUBSTRUCTURE CRUSHED AGGREGATE SLOPE PROTECTION SQ. YD. $40.00 $3, TYPE I FENCE, ALL ALUMINUM (9'-0" CHAIN LINK FOOT $ $46, SP 607 WITH SPECIALS) 90 SP 607 TYPE II FENCE, ALL ALUMINUM (6'-0" CHAIN LINK WITH SPECIALS) FOOT $ $101, Total: $4,966,562.95

13 GENERAL (Ref. Nos ) PREMIUM FOR CONTRACT PERFORMANCE 1.00 LUMP $45, $45, IB.ART.6 BOND AND PAYMENT BOND REPLACEMENT SIGN 5.00 EACH $ $ SP 614 MAINTAINING TRAFFIC 1.00 LUMP $280, $280, SP 619 FIELD OFFICE 1.00 LUMP $35, $35, SP 623 CONSTRUCTION LAYOUT SURVEY 1.00 LUMP $20, $20, MOBILIZATION 1.00 LUMP $200, $200, Total: $580, TOTAL BID AMOUNT (INCLUDES REF. NO. 1 THRU REF. NO. 96) $6,169,018.70