Bids JANUARY 10, 2019 AT 2:00 P.M. (EASTERN) (Estimated Cost: $29,000,000.00) Miller Bros. Const., Inc. $27,699,031.59

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1 General Info Number: PROJECT NO Description: BRIDGE REHABILITATION AND 3RD LANE WIDENING OHIO TURNPIKE OVER AI CREEK M.P. 47.4, OHIO TURNPIKE OVER S.R. 64 (N. MAIN ST.) M.P MILEPOST TO MILEPOST FULTON AND LUCAS COUNTIES, OHIO Deadline: JANUARY 10, 2019 AT 2:00 P.M. (EASTERN) (Estimated Cost: $29,000,000.00) Bids Business Bid Total Miller Bros. Const., Inc. $27,699, Kokosing Construction Company, Inc. $28,115,000.92

2 MILLER BROS. CONSTRUCTION, INC ROADWAY (Ref. Nos. 1-52) CLEARING AND GRUBBING 1.00 LS $325, $325, HEADWALL REMOVED $ $3, PIPE REMOVED, 24" AND UNDER 1, $5.00 $6, PIPE REMOVED, OVER 24" $6.00 $1, ASBESTOS PIPE REMOVED $85.00 $18, CATCH BASIN OR INLET REMOVED $ $10, FENCE REMOVED $1.80 $1, GUARDRAIL REMOVED, AS PER PLAN 8, $2.00 $16, CABLE BARRIER REMOVED 1, $3.00 $3, PAVEMENT REMOVED, AS PER PLAN 75, SY $4.00 $301, CONCRETE BARRIER REMOVED $20.00 $2, STRUCTURE REMOVED 2.00 $3, $6, PORTIONS OF STRUCTURES REMOVED, AS PER PLAN $ $3, SPECIAL PIPE CLEANOUT, 24" DIA AND UNDER 2, $5.00 $13, SPECIAL FILL AND PLUG EXISTING CONDUIT $25.00 $10, EXCAVATION 36, $12.00 $440, EMBANKMENT, AS PER PLAN 12, $12.00 $155, ROADWAY EXCAVATION AND EMBANKMENT 1, $25.00 $45, EXCAVATION $26.50 $4, GEOTEXTILE FABRIC, , TYPE D SY $1.05 $ SUBGRADE COMPACTION SY $2.50 $ CEMENT STABILIZED SUBGRADE, 16 INCHES DEEP, 155, SY $3.30 $512, AS PER PLAN CEMENT STABILIZED SUBGRADE, 16 INCHES DEEP 12, SY $3.05 $36, CEMENT 7, TON $ $897, CURING COAT, AS PER PLAN 9, GAL $3.90 $38, TEST ROLLING HOUR $85.00 $8,500.00

3 LINER GRADING, AS PER PLAN 8, $0.50 $4, DITCH CLEANOUT 4, $8.50 $37, SP 304 GRANULAR MATERIAL $38.00 $6, COFFERDAMS AND EXCAVATION BRACING, AS 1.00 LS $35, $35, PER PLAN GUARDRAIL, TYPE MGS, WITH LONG STEEL POSTS 6, $21.20 $127, ANCHOR ASSEMBLY, MGS TYPE T 2.00 $ $1, MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1, WITH 4.00 $2, $9, LONG STEEL POSTS MGS BRIDGE TERMINAL ASSEMBLY, TYPE $ $2, GUARDRAIL REBUILT $13.50 $2, FLARED END SECTION 1.00 $50.00 $ SP 606A ANCHOR ASSEMBLY, MGS TYPE E 8.00 $2, $19, SP 606B IMPACT ATTENUATOR, TYPE 2 (BI-DIRECTIONAL) 2.00 $21, $43, FENCE, TYPE 47, AS PER PLAN $14.45 $8, ASPHALT CONCRETE CURB, TYPE 1, PG , $12.00 $33, CURB, TYPE 4-C $50.00 $ CONCRETE BARRIER, TYPE D, AS PER PLAN $ $16, CONCRETE BARRIER, SINGLE SLOPE, TYPE B-50, 18, $78.00 $1,419, AS PER PLAN CONCRETE BARRIER, SINGLE SLOPE, TYPE C-50, AS PER PLAN 1, $83.50 $158, CONCRETE BARRIER END ANCHORAGE, $1, $69, REINFORCED AS PER PLAN MONUMENT ASSEMBLY $ $39, SP 626 BARRIER REFLECTOR, TYPE A $7.50 $ SP 626 BARRIER REFLECTOR, TYPE B $7.50 $3, RIGID OVERHEAD SIGN SUPPORT FOUNDATION, 3.00 $7, $22, TC CONCRETE BARRIER MEDIAN OVERHEAD SIGN 6.00 $14, $89, SUPPORT FOUNDATION, TC-7.65, AS PER PLAN CONCRETE BARRIER MEDIAN OVERHEAD SIGN SUPPORT FOUNDATION, TC-12.30, AS PER PLAN 4.00 $12, $48,500.00

4 GEOGRID FOR SUBGRADE STABILIZATION, AS PER PLAN, TENSAR TRIAX 160 GEOGRID SY $2.25 $ Total: $5,065, EROSION CONTROL (Ref. Nos ) 53 SP 113 SWPPP MANAGEMENT 1.00 LS $15, $15, ROCK CHANNEL PROTECTION, TYPE B WITH $ $22, FILTER ROCK CHANNEL PROTECTION, TYPE C WITH FILTER $ $42, SOIL ANALYSIS TEST 2.00 $60.00 $ TOPSOIL 3, $15.00 $57, SEEDING AND MULCHING 34, SY $0.50 $17, REPAIR SEEDING AND MULCHING 1, SY $0.50 $ INTER-SEEDING 1, SY $0.30 $ COMMERCIAL FERTILIZER 4.66 TON $ $2, LIME 7.13 ACRE $30.00 $ WATER MGAL $1.00 $ EROSION CONTROL 1.00 LS $12, $12, INLET PROTECTION 1, $3.75 $4, SLOPE DRAIN $5.00 $1, CONSTRUCTION SEEDING AND MULCHING 31, SY $0.50 $15, PERIMETER FILTER FABRIC FENCE 5, $1.10 $5, FILTER FABRIC DITCH CHECK $2.50 $1, CONSTRUCTION ENTRANCE $75.00 $37, ROCK CHANNEL PROTECTION, TYPE C OR D, WITH $ $37, FILTER MISCELLANEOUS SEDIMENT REMOVAL 1, $15.00 $15, Total: $288,635.90

5 DRAINAGE (Ref. Nos ) 73 SP 605 6" BASE PIPE UNDERDRAIN, WITH FABRIC WRAP 46, $5.75 $268, (18") 74 SP 605 6" SHALLOW PIPE UNDERDRAIN, WITH FABRIC 5, $7.00 $36, WRAP (24") 75 SP 605 6" SHALLOW PIPE UNDERDRAIN, WITH FABRIC 42, $8.25 $350, WRAP (30") 76 SP 605 6" UNCLASSIFIED PIPE UNDERDRAIN, WITH FABRIC 5, $9.00 $47, WRAP 77 SP 605 6" UNDERDRAIN OUTLET PIPE 2, $22.00 $53, SP 605 AGGREGATE DRAIN, TYPE 1, WITH FABRIC WRAP $10.00 $2, SP 605 AGGREGATE DRAIN, TYPE 2, WITH FABRIC WRAP $10.00 $2, SP " CONDUIT, TYPE C, $68.00 $1, SP " CONDUIT, TYPE F, $75.00 $65, SP " CONDUIT, TYPE B, $88.00 $72, SP " CONDUIT, TYPE B, $91.00 $82, SP " CONDUIT, TYPE B, $ $77, SP " CONDUIT, TYPE B, $ $129, SP " CONDUIT, TYPE A, , AS PER PLAN $ $96, SP 611 CONDUIT, BORED OR JACKED, AS PER PLAN, 15" $ $35,350.00,TYPE B, SP 611 CONDUIT, BORED OR JACKED, AS PER PLAN, 18" $ $73,500.00,TYPE B, SP 611 CONDUIT, BORED OR JACKED, AS PER PLAN, 30" $ $42,750.00,TYPE B, SP 611 CONDUIT MISC.: INTERNAL VIDEO INSPECTION 2, $1.00 $2, SP 611 CATCH BASIN, NO. CB $2, $38, SP 611 CATCH BASIN, NO. 2-2B 1.00 $1, $1, SP 611 CATCH BASIN, NO $2, $11, SP 611 INLET, NO. I-3B $9, $321,750.00

6 95 SP 611 INLET, NO. I-3C $9, $39, SP 611 MANHOLE, NO $3, $34, SP 611 DRAINAGE STRUCTURE MISC.: COVERING OF 1.00 $ $ EXISTING CATCH BASIN GRATE 98 SPECIAL 12" PRECAST CONCRETE END SECTION $1, $18, SPECIAL 15" PRECAST CONCRETE END SECTION 3.00 $1, $3, SPECIAL 18" PRECAST CONCRETE END SECTION 2.00 $1, $2, SPECIAL 48" PRECAST CONCRETE END SECTION 2.00 $2, $5, SPECIAL PIPE CLEANOUT, 24" DIA AND UNDER $5.00 $2, Total: $1,920, PAVEMENT (Ref. Nos ) FULL DEPTH PAVEMENT SAWING 44, $2.00 $89, PAVEMENT PLANING, ASPHALT CONCRETE (VARIABLE DEPTH) 3, SY $3.50 $10, SP 302 ASPHALT CONCRETE BASE, PG64-22 (SHOULDER) $ $82, SP 302 ASPHALT CONCRETE BASE, PG , $ $5,352, SP 304 AGGREGATE BASE (SHOULDER) $48.00 $45, SP 304 AGGREGATE BASE 25, $42.00 $1,067, SP 304 AGGREGATE BASE (VARIABLE THICKNESS) $44.00 $16, SP 402 ASPHALT CONCRETE INTERMEDIATE COURSE OR 3, $ $423, RECLED ASPHALT CONCRETE INTERMEDIATE COURSE, PG SP 402 ASPHALT CONCRETE INTERMEDIATE COURSE OR 3, $ $459, RECLED ASPHALT CONCRETE INTERMEDIATE COURSE, PG76-22 (FR) 112 SP 404 ASPHALT CONCRETE SURFACE COURSE, USING 3, $ $457, CRUSHED STONE, PG SP 404 ASPHALT CONCRETE SURFACE COURSE, USING CRUSHED SLAG, PG76-22 (FR) 3, $ $628,485.00

7 114 SP 404A JOINT SEALER 45, $1.00 $45, NON -TRACKING TACK COAT 30, GAL $2.00 $61, PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A SY $55.00 $35, SP 627 STONE SHOULDER PROTECTION $90.00 $11, Total: $8,787, WATER WORK (Ref. Nos ) " WATER MAIN DUCTILE IRON ANSI CLASS 53, MECHANICAL JOINTS AND FITTINGS, AS PER PLAN $ $23, " GATE VALVE AND VALVE BOX 2.00 $2, $5, Total: $29, MAINTENANCE OF TRAFFIC (Ref. Nos ) PAVEMENT REMOVED, AS PER PLAN 10, SY $5.00 $52, FULL DEPTH PAVEMENT SAWING 9, $2.00 $18, WORK ZONE IMPACT ATTENUATOR FOR 24" WIDE 8.00 $2, $18, HAZARDS (UNIDIRECTIONAL) REPLACEMENT SIGN $ $4, ASPHALT CONCRETE FOR MAINTAINING TRAFFIC $ $79, PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN 1, DAY $35.00 $37, WORK ZONE LANE LINE, CLASS I, 642 PAINT (4" MILE $ $6, WHITE) WORK ZONE LANE LINE, CLASS I, 642 PAINT (6" WHITE) 4.68 MILE $ $2,340.00

8 WORK ZONE EDGE LINE, CLASS I, 642 PAINT (4" MILE $ $7, WHITE) WORK ZONE EDGE LINE, CLASS I, 642 PAINT (4" MILE $ $7, YELLOW) WORK ZONE EDGE LINE, CLASS I, 642 PAINT (6" MILE $ $10, WHITE) WORK ZONE EDGE LINE, CLASS I, 642 PAINT (6" YELLOW) 5.49 MILE $ $3, WORK ZONE CHANNELIZING LINE, CLASS I, , $0.60 $19, PAINT (8" WHITE) WORK ZONE CHANNELIZING LINE, CLASS I, 642 PAINT (8" YELLOW) 16, $0.60 $9, SP 614 ZONE PERSON 7, HOUR $65.00 $455, SP 614B WORK ZONE LANE LINE, 4 INCH 0.32 MILE $2, $ SP 614B WORK ZONE WHITE EDGE LINE, 4 INCH 0.32 MILE $10, $3, SP 614B WORK ZONE YELLOW EDGE LINE, 4 INCH 0.32 MILE $10, $3, SP 614C REMOVAL OF PAVEMENT MARKING MILE $1, $148, ROADS FOR MAINTAINING TRAFFIC 1.00 LS $100, $100, PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A 8, SY $33.00 $275, PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A, 7, SY $52.00 $381, TYPE 1, AS PER PLAN PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A, 72, SY $11.50 $829, TYPE 2, AS PER PLAN PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B 2, SY $52.00 $137, WATER 2, MGAL $35.00 $70, SP 621 RAISED PAVEMENT MARKER-STIMSONITE MODEL $48.50 $2, LPCR 146 SP 621 REPLACEMENT PRISMATIC RETRO-REFLECTOR $16.80 $ SP 621 REPLACEMENT RAISED PAVEMENT MARKER CASTING-STIMSONITE MODEL 101 LPCR $48.50 $2, SP " PORTABLE BARRIER (WITHOUT GLARE 1.00 LS $800, $800, SCREEN) 149 SP " PORTABLE BARRIER W/ ANCHORS (WITHOUT GLARE SCREEN) 1.00 LS $80, $80,000.00

9 150 SP 626 BARRIER REFLECTOR, TYPE A (WHITE) $8.00 $ SP 626A CONSTRUCTION ZONE MARKER, ONE-WAY 4, $6.50 $31, MODEL, WHITE 152 SP 626A CONSTRUCTION ZONE MARKER, ONE-WAY MODEL, YELLOW 1, $6.50 $10, SIGNING, MISC.: ADDITIONAL SIGNS WITH SUPPORTS, AS DIRECTED BY THE CHIEF ENGINEER SF $20.00 $10, SPECIAL "SNAP" MILL AND FILL 2, $7.00 $14, Total: $3,635, TRAFFIC CONTROL (Ref. Nos ) RAISED PAVEMENT MARKER REMOVED $21.21 $1, SP 621 REPLACEMENT PRISMATIC RETRO-REFLECTOR $16.45 $7, SP 621 RAISED PAVEMENT MARKER - STIMSONITE MODEL $49.50 $2, LPCR 158 SP 626 BARRIER REFLECTOR, TYPE B $6.00 $2, SIGN ERECTED, FLAT SHEET, AS PER PLAN 7.00 $ $1, REMOVAL OF GROUND MOUNTED SIGN AND $15.00 $ DISPOSAL REMOVAL OF GROUND MOUNTED POST SUPPORT $15.00 $ AND DISPOSAL EDGE LINE, 6", TYPE MILE $ $17, LANE LINE, 6", TYPE MILE $ $6, Total: $40,150.34

10 STRUCTURES (Ref. Nos ) 164 SP 202 PORTIONS OF STRUCTURE REMOVED 1.00 LS $485, $485, APPROACH SLAB REMOVED SY $40.00 $23, COFFERDAMS AND EXCAVATION BRACING 1.00 LS $300, $300, UNCLASSIFIED EXCAVATION $ $113, PILE DRIVING EQUIPMENT MOBILIZATION 1.00 LS $50, $50, STEEL PILES HP10X42, FURNISHED 6, $40.00 $244, STEEL PILES HP10X42, DRIVEN 5, $10.00 $55, SP 509 EPOXY COATED REINFORCING STEEL, GRADE , LBS $1.25 $481, REINFORCING STEEL, REPLACEMENT OF EXISTING REINFORCING STEEL LBS $2.00 $ DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT $24.00 $5, CLASS QC1 CONCRETE, PIER ABOVE FOOTINGS $1, $157, CLASS QC1 CONCRETE, ABUTMENT INCLUDING $ $207, FOOTING CLASS QC1 CONCRETE, FOOTING $ $44, SP 511B CLASS HP4 CONCRETE, SUPERSTRUCTURE DECK 1, $ $902, SLAB 178 SP 511B CLASS HP4 CONCRETE, ABUTMENT SLAB $ $99, SP 511B CLASS HP4 CONCRETE, FOR PREPLACEMENT 8.00 $ $3, TESTING 180 SP 511B CLASS S CONCRETE, BARRIERS AND PARAPETS, USING TYPE 1 CEMENT $ $160, STRUCTURAL STEEL MEMBERS, LEVEL UF, AS PER PLAN LBS $18.00 $5, WELDED STUD SHEAR CONNECTORS 7, $2.85 $21, STRUCTURAL STEEL MEMBERS, LEVEL 3, AS PER PLAN 295, LBS $0.85 $251, SP 514A SURFACE PREPARATION OF EXISTING STEEL, SYSTEM OZEU 1.00 LS $600, $600,000.00

11 185 SP 514A FIELD PAINTING OF EXISTING STEEL, PRIME COAT, 1.00 LS $150, $150, SYSTEM OZEU 186 SP 514A FIELD PAINTING OF NEW AND EXISTING STEEL, 1.00 LS $150, $150, INTERMEDIATE COAT, SYSTEM OZEU 187 SP 514A FIELD PAINTING OF NEW AND EXISTING STEEL, FINISH COAT, SYSTEM OZEU 1.00 LS $150, $150, SP 514A GRINDING FINS, TEARS, SLIVERS 6.00 HOUR $ $ SP 514A REMEDIATION OF CHLORIDES 6.00 HOUR $ $ BEARING DEVICE, ROCKER, AS PER PLAN $ $8, ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN $ $9, SP 516B SEALING OF CONSTRUCTION JOINTS 1, $5.00 $9, SP 516G REPLACE EXPANSION BEARING DEVICE, AS PER $1, $40, PLAN 194 SP 516J REPLACE FIXED BEARING DEVICE, AS PER PLAN $1, $40, SP 519 PATCHING CONCRETE STRUCTURES SF $ $42, DYNAMIC LOAD TESTING 4.00 $3, $13, SP 525A WORKER PROTECTION 1.00 LS $1, $1, SP 525A PROTECTIVE CLOTHING/EQUIPMENT SET $20.00 $ SP 525A ESTABLISH REGULATED AREAS 1.00 LS $1, $1, SP 525A PAINT WASTE/HAZARDOUS WASTE 1.00 LS $1, $1, CLASSIFICATION, HANDLING, AND DISPOSAL 201 SP 525A CONTAINMENT SYSTEM 1.00 LS $10, $10, REINFORCED CONCRETE APPROACH SLABS (T=12"), AS PER PLAN SY $ $262, SP 527 FALSEWORK, TEMPORARY BRACING AND 1.00 LS $150, $150, PROTECTIVE STRUCTURES 204 SP 533 THREE (3) INCH CONTINUOUS STRIP SEAL IN $ $147, STRUCTURAL STEEL JOINT 205 SP 533A 1 1/2 INCH ELASTOMERIC COMPRESSION SEAL IN $ $147, STRUCTURAL STEEL JOINT 206 SP 536 CONCRETE WEATHERPROOFING, DECK, ABUTMENT SLABS AND APPROACH SLABS 5, SY $7.00 $38,297.00

12 207 SP 536 CONCRETE WEATHERPROOFING, SUBSTRUCTURE 2, SY $8.00 $16, CRUSHED AGGREGATE SLOPE PROTECTION SY $35.00 $15, ROCK CHANNEL PROTECTION, TYPE C WITH $ $61, GEOTEXTILE FABRIC Total: $5,681, GENERAL (Ref. Nos ) 210 IB,ART.6 PREMIUM FOR CONTRACT PERFORMANCE BOND 1.00 LS $100, $100, AND PAYMENT BOND 211 SP 614 MAINTAINING TRAFFIC 1.00 LS $1,100, $1,100, MAINTAINING TRAFFIC (LOCAL ROADS) 1.00 LS $100, $100, SP 619 FIELD OFFICE 1.00 LS $75, $75, SP 623 CONSTRUCTION LAYOUT SURVEY 1.00 LS $75, $75, MOBILIZATION 1.00 LS $800, $800, Total: $2,250, TOTAL BID AMOUNT (REF. ITEMS 1 THRU 215) $27,699, WASTE SITE 1 DEDUCT ALTERNATE WASTE SITE 1 DEDUCT ALTERNATE >> A Waste Site 1 Deduct Alternate Proposal is included in the Bid Submittal:*: Amount of WASTE SITE 1 DEDUCT ALTERNATE (must be a positive number): Response No No

13 WASTE SITE 2 DEDUCT ALTERNATE WASTE SITE 2 DEDUCT ALTERNATE >> A Waste Site 2 Deduct Alternate Proposal is included in the Bid Submittal:*: Amount of WASTE SITE 2 DEDUCT ALTERNATE (must be a positive number):: Response No TEMPORARY ACCESS DEDUCT ALTERNATE TEMPORARY ACCESS DEDUCT ALTERNATE >> A Temporary Access Deduct Alternate Proposal is included in the Bid Submittal:*: Amount of TEMPORARY ACCESS DEDUCT ALTERNATE (must be a positive number):: Response Yes Total: $50,000.00

14 KOKOSING CONSTRUCTION COMPANY, INC ROADWAY (Ref. Nos. 1-52) CLEARING AND GRUBBING 1.00 LS $200, $200, HEADWALL REMOVED $ $3, PIPE REMOVED, 24" AND UNDER 1, $20.00 $24, PIPE REMOVED, OVER 24" $25.00 $5, ASBESTOS PIPE REMOVED $65.00 $14, CATCH BASIN OR INLET REMOVED $ $10, FENCE REMOVED $1.80 $1, GUARDRAIL REMOVED, AS PER PLAN 8, $2.00 $16, CABLE BARRIER REMOVED 1, $1.60 $1, PAVEMENT REMOVED, AS PER PLAN 75, SY $2.50 $188, CONCRETE BARRIER REMOVED $15.00 $1, STRUCTURE REMOVED 2.00 $1, $3, PORTIONS OF STRUCTURES REMOVED, AS PER PLAN $ $3, SPECIAL PIPE CLEANOUT, 24" DIA AND UNDER 2, $7.50 $20, SPECIAL FILL AND PLUG EXISTING CONDUIT $15.00 $6, EXCAVATION 36, $23.00 $843, EMBANKMENT, AS PER PLAN 12, $4.00 $51, ROADWAY EXCAVATION AND EMBANKMENT 1, $15.00 $27, EXCAVATION $23.00 $4, GEOTEXTILE FABRIC, , TYPE D SY $3.25 $ SUBGRADE COMPACTION SY $2.50 $ CEMENT STABILIZED SUBGRADE, 16 INCHES DEEP, 155, $2.75 $427, AS PER PLAN SY CEMENT STABILIZED SUBGRADE, 16 INCHES DEEP 12, SY $2.75 $33, CEMENT 7, TON $ $1,014, CURING COAT, AS PER PLAN 9, GAL $3.70 $36, TEST ROLLING HOUR $ $12,500.00

15 LINER GRADING, AS PER PLAN 8, $0.75 $6, DITCH CLEANOUT 4, $4.00 $17, SP 304 GRANULAR MATERIAL $63.00 $11, COFFERDAMS AND EXCAVATION BRACING, AS 1.00 $4, $4, PER PLAN LS , $21.20 $127, GUARDRAIL, TYPE MGS, WITH LONG STEEL POSTS ANCHOR ASSEMBLY, MGS TYPE T 2.00 $ $1, MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1, WITH 4.00 $2, $9, LONG STEEL POSTS MGS BRIDGE TERMINAL ASSEMBLY, TYPE $ $2, GUARDRAIL REBUILT $13.50 $2, FLARED END SECTION 1.00 $50.00 $ SP 606A ANCHOR ASSEMBLY, MGS TYPE E 8.00 $2, $19, SP 606B IMPACT ATTENUATOR, TYPE 2 (BI-DIRECTIONAL) 2.00 $21, $43, FENCE, TYPE 47, AS PER PLAN $14.45 $8, ASPHALT CONCRETE CURB, TYPE 1, PG , $9.75 $27, CURB, TYPE 4-C $70.00 $ CONCRETE BARRIER, TYPE D, AS PER PLAN $ $22, CONCRETE BARRIER, SINGLE SLOPE, TYPE B-50, 18, $59.00 $1,073, AS PER PLAN CONCRETE BARRIER, SINGLE SLOPE, TYPE C-50, 1, $65.00 $123, AS PER PLAN CONCRETE BARRIER END ANCHORAGE, $2, $145, REINFORCED AS PER PLAN MONUMENT ASSEMBLY $ $39, SP 626 BARRIER REFLECTOR, TYPE A $7.50 $ SP 626 BARRIER REFLECTOR, TYPE B $7.50 $3, RIGID OVERHEAD SIGN SUPPORT FOUNDATION, 3.00 $7, $22, TC CONCRETE BARRIER MEDIAN OVERHEAD SIGN 6.00 $20, $120, SUPPORT FOUNDATION, TC-7.65, AS PER PLAN CONCRETE BARRIER MEDIAN OVERHEAD SIGN 4.00 $22, $90, SUPPORT FOUNDATION, TC-12.30, AS PER PLAN

16 GEOGRID FOR SUBGRADE STABILIZATION, AS PER PLAN, TENSAR TRIAX 160 GEOGRID SY $4.00 $ Total: $4,876, EROSION CONTROL (Ref. Nos ) 53 SP 113 SWPPP MANAGEMENT 1.00 LS $10, $10, ROCK CHANNEL PROTECTION, TYPE B WITH $65.00 $14, FILTER ROCK CHANNEL PROTECTION, TYPE C WITH $65.00 $14, FILTER SOIL ANALYSIS TEST 2.00 $60.00 $ TOPSOIL 3, $5.00 $19, SEEDING AND MULCHING 34, SY $0.50 $17, REPAIR SEEDING AND MULCHING 1, SY $0.50 $ INTER-SEEDING 1, SY $0.30 $ COMMERCIAL FERTILIZER 4.66 TON $ $2, LIME 7.13 ACRE $30.00 $ WATER MGAL $1.00 $ EROSION CONTROL 1.00 LS $9, $9, INLET PROTECTION 1, $23.00 $27, SLOPE DRAIN $1.75 $ CONSTRUCTION SEEDING AND MULCHING 31, SY $0.50 $15, PERIMETER FILTER FABRIC FENCE 5, $4.50 $22, FILTER FABRIC DITCH CHECK $13.00 $5, CONSTRUCTION ENTRANCE $75.00 $37, ROCK CHANNEL PROTECTION, TYPE C OR D, WITH $60.00 $15, FILTER MISCELLANEOUS SEDIMENT REMOVAL 1, $5.00 $5, Total: $217,329.90

17 DRAINAGE (Ref. Nos ) 73 SP 605 6" BASE PIPE UNDERDRAIN, WITH FABRIC WRAP 46, $7.00 $326, (18") 74 SP 605 6" SHALLOW PIPE UNDERDRAIN, WITH FABRIC 5, $7.50 $38, WRAP (24") 75 SP 605 6" SHALLOW PIPE UNDERDRAIN, WITH FABRIC 42, $9.00 $382, WRAP (30") 76 SP 605 6" UNCLASSIFIED PIPE UNDERDRAIN, WITH FABRIC 5, $8.50 $44, WRAP 77 SP 605 6" UNDERDRAIN OUTLET PIPE 2, $30.00 $72, SP 605 AGGREGATE DRAIN, TYPE 1, WITH FABRIC WRAP $8.00 $1, SP 605 AGGREGATE DRAIN, TYPE 2, WITH FABRIC WRAP $10.00 $2, SP " CONDUIT, TYPE C, $85.00 $1, SP " CONDUIT, TYPE F, $45.00 $39, SP " CONDUIT, TYPE B, $ $82, SP " CONDUIT, TYPE B, $ $113, SP " CONDUIT, TYPE B, $ $125, SP " CONDUIT, TYPE B, $ $176, SP " CONDUIT, TYPE A, , AS PER PLAN $ $81, SP 611 CONDUIT, BORED OR JACKED, AS PER PLAN, 15" $ $31,250.00,TYPE B, SP 611 CONDUIT, BORED OR JACKED, AS PER PLAN, 18" $ $65,000.00,TYPE B, SP 611 CONDUIT, BORED OR JACKED, AS PER PLAN, 30" $ $38,750.00,TYPE B, SP 611 CONDUIT MISC.: INTERNAL VIDEO INSPECTION 2, $4.00 $8, SP 611 CATCH BASIN, NO. CB $3, $59, SP 611 CATCH BASIN, NO. 2-2B 1.00 $2, $2, SP 611 CATCH BASIN, NO $4, $24, SP 611 INLET, NO. I-3B $14, $462,000.00

18 95 SP 611 INLET, NO. I-3C $14, $58, SP 611 MANHOLE, NO $6, $54, SP 611 DRAINAGE STRUCTURE MISC.: COVERING OF 1.00 $ $ EXISTING CATCH BASIN GRATE 98 SPECIAL 12" PRECAST CONCRETE END SECTION $1, $25, SPECIAL 15" PRECAST CONCRETE END SECTION 3.00 $1, $5, SPECIAL 18" PRECAST CONCRETE END SECTION 2.00 $2, $4, SPECIAL 48" PRECAST CONCRETE END SECTION 2.00 $4, $9, SPECIAL PIPE CLEANOUT, 24" DIA AND UNDER $7.50 $3, Total: $2,340, PAVEMENT (Ref. Nos ) FULL DEPTH PAVEMENT SAWING 44, $2.00 $89, PAVEMENT PLANING, ASPHALT CONCRETE 3, $3.15 $9, (VARIABLE DEPTH) SY 105 SP 302 ASPHALT CONCRETE BASE, PG64-22 (SHOULDER) $ $90, SP 302 ASPHALT CONCRETE BASE, PG , $ $5,228, SP 304 AGGREGATE BASE (SHOULDER) $66.00 $62, SP 304 AGGREGATE BASE 25, $58.00 $1,474, SP 304 AGGREGATE BASE (VARIABLE THICKNESS) $63.00 $22, SP 402 ASPHALT CONCRETE INTERMEDIATE COURSE OR 3, $ $413, RECLED ASPHALT CONCRETE INTERMEDIATE COURSE, PG SP 402 ASPHALT CONCRETE INTERMEDIATE COURSE OR 3, $ $492, RECLED ASPHALT CONCRETE INTERMEDIATE COURSE, PG76-22 (FR) 112 SP 404 ASPHALT CONCRETE SURFACE COURSE, USING 3, $ $423, CRUSHED STONE, PG SP 404 ASPHALT CONCRETE SURFACE COURSE, USING 3, $ $596, CRUSHED SLAG, PG76-22 (FR)

19 114 SP 404A JOINT SEALER 45, $0.47 $21, NON -TRACKING TACK COAT 30, GAL $2.25 $69, PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A SY $47.00 $30, SP 627 STONE SHOULDER PROTECTION $90.00 $11, Total: $9,036, WATER WORK (Ref. Nos ) " WATER MAIN DUCTILE IRON ANSI CLASS 53, $ $37, MECHANICAL JOINTS AND FITTINGS, AS PER PLAN " GATE VALVE AND VALVE BOX 2.00 $2, $4, Total: $41, MAINTENANCE OF TRAFFIC (Ref. Nos ) PAVEMENT REMOVED, AS PER PLAN 10, SY $5.60 $58, FULL DEPTH PAVEMENT SAWING 9, $0.85 $7, WORK ZONE IMPACT ATTENUATOR FOR 24" WIDE 8.00 $4, $32, HAZARDS (UNIDIRECTIONAL) REPLACEMENT SIGN $ $6, ASPHALT CONCRETE FOR MAINTAINING TRAFFIC $ $66, PORTABLE CHANGEABLE MESSAGE SIGN, AS PER 1, $21.00 $22, PLAN DAY WORK ZONE LANE LINE, CLASS I, 642 PAINT (4" $ $6, WHITE) MILE WORK ZONE LANE LINE, CLASS I, 642 PAINT (6" 4.68 $ $2, WHITE) MILE

20 WORK ZONE EDGE LINE, CLASS I, 642 PAINT (4" $ $7, WHITE) MILE WORK ZONE EDGE LINE, CLASS I, 642 PAINT (4" $ $7, YELLOW) MILE WORK ZONE EDGE LINE, CLASS I, 642 PAINT (6" $ $10, WHITE) MILE WORK ZONE EDGE LINE, CLASS I, 642 PAINT (6" 5.49 $ $3, YELLOW) MILE WORK ZONE CHANNELIZING LINE, CLASS I, , $0.60 $19, PAINT (8" WHITE) WORK ZONE CHANNELIZING LINE, CLASS I, , $0.60 $9, PAINT (8" YELLOW) 134 SP 614 ZONE PERSON 7, HOUR $70.00 $490, SP 614B WORK ZONE LANE LINE, 4 INCH 0.32 MILE $2, $ SP 614B WORK ZONE WHITE EDGE LINE, 4 INCH 0.32 MILE $10, $3, SP 614B WORK ZONE YELLOW EDGE LINE, 4 INCH 0.32 MILE $10, $3, SP 614C REMOVAL OF PAVEMENT MARKING MILE $1, $148, ROADS FOR MAINTAINING TRAFFIC 1.00 LS $325, $325, PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A 8, SY $37.50 $313, PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A, 7, $40.35 $295, TYPE 1, AS PER PLAN SY PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A, 72, $10.50 $757, TYPE 2, AS PER PLAN SY PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B 2, SY $56.00 $148, WATER 2, MGAL $60.00 $120, SP 621 RAISED PAVEMENT MARKER-STIMSONITE MODEL $41.90 $2, LPCR 146 SP 621 REPLACEMENT PRISMATIC RETRO-REFLECTOR $13.00 $ SP 621 REPLACEMENT RAISED PAVEMENT MARKER $60.00 $3, CASTING-STIMSONITE MODEL 101 LPCR 148 SP " PORTABLE BARRIER (WITHOUT GLARE 1.00 $650, $650, SCREEN) LS 149 SP " PORTABLE BARRIER W/ ANCHORS (WITHOUT GLARE SCREEN) 1.00 LS $50, $50,000.00

21 150 SP 626 BARRIER REFLECTOR, TYPE A (WHITE) $7.50 $ SP 626A CONSTRUCTION ZONE MARKER, ONE-WAY 4, $6.70 $32, MODEL, WHITE 152 SP 626A CONSTRUCTION ZONE MARKER, ONE-WAY 1, $6.70 $10, MODEL, YELLOW SIGNING, MISC.: ADDITIONAL SIGNS WITH SUPPORTS, AS DIRECTED BY THE CHIEF ENGINEER SF $20.00 $10, SPECIAL "SNAP" MILL AND FILL 2, $10.50 $21, Total: $3,646, TRAFFIC CONTROL (Ref. Nos ) RAISED PAVEMENT MARKER REMOVED $25.00 $1, SP 621 REPLACEMENT PRISMATIC RETRO-REFLECTOR $13.00 $5, SP 621 RAISED PAVEMENT MARKER - STIMSONITE MODEL $41.90 $2, LPCR 158 SP 626 BARRIER REFLECTOR, TYPE B $7.46 $3, SIGN ERECTED, FLAT SHEET, AS PER PLAN 7.00 $ $1, REMOVAL OF GROUND MOUNTED SIGN AND $15.00 $ DISPOSAL REMOVAL OF GROUND MOUNTED POST SUPPORT $15.00 $ AND DISPOSAL EDGE LINE, 6", TYPE MILE $ $17, LANE LINE, 6", TYPE MILE $ $6, Total: $39,000.00

22 STRUCTURES (Ref. Nos ) 164 SP 202 PORTIONS OF STRUCTURE REMOVED 1.00 LS $425, $425, APPROACH SLAB REMOVED SY $25.00 $14, COFFERDAMS AND EXCAVATION BRACING 1.00 LS $200, $200, UNCLASSIFIED EXCAVATION $85.00 $77, PILE DRIVING EQUIPMENT MOBILIZATION 1.00 LS $19, $19, STEEL PILES HP10X42, FURNISHED 6, $32.00 $195, STEEL PILES HP10X42, DRIVEN 5, $15.00 $82, SP 509 EPOXY COATED REINFORCING STEEL, GRADE , LBS $1.40 $539, REINFORCING STEEL, REPLACEMENT OF EXISTING $1.50 $ REINFORCING STEEL LBS DOWEL HOLES WITH NONSHRINK, NONMETALLIC $11.00 $2, GROUT CLASS QC1 CONCRETE, PIER ABOVE FOOTINGS $1, $150, CLASS QC1 CONCRETE, ABUTMENT INCLUDING $ $242, FOOTING CLASS QC1 CONCRETE, FOOTING $ $44, SP 511B CLASS HP4 CONCRETE, SUPERSTRUCTURE DECK 1, $ $802, SLAB 178 SP 511B CLASS HP4 CONCRETE, ABUTMENT SLAB $ $99, SP 511B CLASS HP4 CONCRETE, FOR PREPLACEMENT 8.00 $ $5, TESTING 180 SP 511B CLASS S CONCRETE, BARRIERS AND PARAPETS, $ $199, USING TYPE 1 CEMENT STRUCTURAL STEEL MEMBERS, LEVEL UF, AS PER $12.50 $3, PLAN LBS WELDED STUD SHEAR CONNECTORS 7, $5.00 $38, STRUCTURAL STEEL MEMBERS, LEVEL 3, AS PER PLAN 295, LBS $1.10 $325, SP 514A SURFACE PREPARATION OF EXISTING STEEL, 1.00 $462, $462, SYSTEM OZEU LS

23 185 SP 514A FIELD PAINTING OF EXISTING STEEL, PRIME COAT, 1.00 $142, $142, SYSTEM OZEU LS 186 SP 514A FIELD PAINTING OF NEW AND EXISTING STEEL, 1.00 $261, $261, INTERMEDIATE COAT, SYSTEM OZEU LS 187 SP 514A FIELD PAINTING OF NEW AND EXISTING STEEL, 1.00 $156, $156, FINISH COAT, SYSTEM OZEU LS 188 SP 514A GRINDING FINS, TEARS, SLIVERS 6.00 HOUR $ $ SP 514A REMEDIATION OF CHLORIDES 6.00 HOUR $ $1, BEARING DEVICE, ROCKER, AS PER PLAN $ $11, ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN $ $11, SP 516B SEALING OF CONSTRUCTION JOINTS 1, $1.70 $3, SP 516G REPLACE EXPANSION BEARING DEVICE, AS PER $1, $37, PLAN 194 SP 516J REPLACE FIXED BEARING DEVICE, AS PER PLAN $1, $37, SP 519 PATCHING CONCRETE STRUCTURES SF $ $47, DYNAMIC LOAD TESTING 4.00 $4, $17, SP 525A WORKER PROTECTION 1.00 LS $6, $6, SP 525A PROTECTIVE CLOTHING/EQUIPMENT SET $50.00 $ SP 525A ESTABLISH REGULATED AREAS 1.00 LS $10, $10, SP 525A PAINT WASTE/HAZARDOUS WASTE 1.00 $10, $10, CLASSIFICATION, HANDLING, AND DISPOSAL LS 201 SP 525A CONTAINMENT SYSTEM 1.00 LS $30, $30, REINFORCED CONCRETE APPROACH SLABS $ $232, (T=12"), AS PER PLAN SY 203 SP 527 FALSEWORK, TEMPORARY BRACING AND 1.00 $225, $225, PROTECTIVE STRUCTURES LS 204 SP 533 THREE (3) INCH CONTINUOUS STRIP SEAL IN $ $138, STRUCTURAL STEEL JOINT 205 SP 533A 1 1/2 INCH ELASTOMERIC COMPRESSION SEAL IN $ $137, STRUCTURAL STEEL JOINT 206 SP 536 CONCRETE WEATHERPROOFING, DECK, 5, $10.00 $54, ABUTMENT SLABS AND APPROACH SLABS SY

24 207 SP 536 2, $12.00 $25, CONCRETE WEATHERPROOFING, SUBSTRUCTURE SY CRUSHED AGGREGATE SLOPE PROTECTION SY $33.00 $14, ROCK CHANNEL PROTECTION, TYPE C WITH $ $64, GEOTEXTILE FABRIC Total: $5,607, GENERAL (Ref. Nos ) 210 IB,ART.6 PREMIUM FOR CONTRACT PERFORMANCE BOND 1.00 $121, $121, AND PAYMENT BOND LS 211 SP 614 MAINTAINING TRAFFIC 1.00 LS $462, $462, MAINTAINING TRAFFIC (LOCAL ROADS) 1.00 LS $650, $650, SP 619 FIELD OFFICE 1.00 LS $75, $75, SP 623 CONSTRUCTION LAYOUT SURVEY 1.00 LS $200, $200, MOBILIZATION 1.00 LS $800, $800, Total: $2,309, TOTAL BID AMOUNT (REF. ITEMS 1 THRU 215) $28,115, WASTE SITE 1 DEDUCT ALTERNATE WASTE SITE 1 DEDUCT ALTERNATE >> A Waste Site 1 Deduct Alternate Proposal is included in the Bid Submittal:*: Amount of WASTE SITE 1 DEDUCT ALTERNATE (must be a positive number): Response Yes Total: $37,500.00

25 WASTE SITE 2 DEDUCT ALTERNATE WASTE SITE 2 DEDUCT ALTERNATE >> A Waste Site 2 Deduct Alternate Proposal is included in the Bid Submittal:*: Amount of WASTE SITE 2 DEDUCT ALTERNATE (must be a positive number):: Response Yes Total: $37, TEMPORARY ACCESS DEDUCT ALTERNATE TEMPORARY ACCESS DEDUCT ALTERNATE >> A Temporary Access Deduct Alternate Proposal is included in the Bid Submittal:*: Amount of TEMPORARY ACCESS DEDUCT ALTERNATE (must be a positive number):: Response Yes Total: $50,000.00