OKLAHOMA TURNPIKE AUTHORITY JUNE 7, 2018 SCHEDULE OF BID ITEMS EOC JP 26422(10) INTERCHANGE AT I-40

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PART A - ROADWAY - EOC 2461 201(A) CLEARING AND GRUBBING LSUM 1.00 $500,000.00 $500,000.00 202(A) UNCLASSIFIED EXCAVATION CY 651,706.00 $4.00 $2,606,824.00 202(D) UNCLASSIFIED BORROW CY 7,500.00 $8.00 $60,000.00 205(A) TYPE A-SALVAGED TOPSOIL LSUM 1.00 $500,000.00 $500,000.00 221(C) TEMPORARY SILT FENCE LF 9,447.00 $1.50 $14,170.50 221(E) TEMPORARY SEDIMENT BASIN EA 3.00 $3,000.00 $9,000.00 221(F) TEMPORARY SILT DIKE LF 2,212.00 $8.00 $17,696.00 221(K) TEMPORARY FIBER LOGS LF 8,076.00 $3.50 $28,266.00 230(A) SOLID SLAB SODDING SY 878,505.00 $1.25 $1,098,131.25 232(B) SEEDING METHOD B AC 40.00 $225.00 $9,000.00 233(A) VEGETATIVE MULCHING AC 135.92 $300.00 $40,776.00 241 MOWING AC 363.02 $75.00 $27,226.50 303(A) AGGREGATE BASE TYPE A CY 20,420.00 $38.00 $775,960.00 307(K) STABILIZED SUBGRADE SY 113,621.00 $5.00 $568,105.00 317 CEMENT TREATED BASE SY 82,223.00 $12.00 $986,676.00 325 SEPARATOR FABRIC SY 102,548.00 $2.00 $205,096.00 402(E) TRAFFIC BOUND SURFACE COURSE TYPE E TON 17,235.00 $25.00 $430,875.00 407(B) TACK COAT GAL 1,301.00 $7.00 $9,107.00 411(B) SUPERPAVE, TYPE S3 (PG 64-22 OK) TON 2,994.00 $100.00 $299,400.00 411(C) SUPERPAVE, TYPE S4 (PG 64-22 OK) TON 1,411.00 $110.00 $155,210.00 414(A) P.C. CONCRETE PAVEMENT (PLACEMENT) SY 11,839.00 $9.00 $106,551.00 414(B) DOWEL JOINTED P.C.C. PAVEMENT (PLACEMENT) SY 60,720.00 $16.00 $971,520.00 414(G) P.C. CONCRETE FOR PAVEMENT CY 21,051.00 $95.00 $1,999,845.00 501(A) STRUCTURAL EXCAVATION UNCLASSIFIED CY 343.00 $22.00 $7,546.00 Page 1 of 16

509(A) CLASS AA CONCRETE CY 1,069.30 $400.00 $427,720.00 509(D) CLASS C CONCRETE CY 1,622.00 $275.00 $446,050.00 511(A) REINFORCING STEEL LB 173,222.00 $0.95 $164,560.90 601(A) TYPE I PLAIN RIPRAP TON 327.00 $50.00 $16,350.00 611(A) MANHOLE (4' DIAMETER) EA 2.00 $2,500.00 $5,000.00 611(B) ADDL. DEPTH IN MANHOLE (4' DIAMETER) VFT 14.00 $165.00 $2,310.00 611(G) INLET (SMD-TYPE 2) EA 6.00 $2,500.00 $15,000.00 611(H) ADDL. DEPTH IN INLET VFT 7.90 $325.00 $2,567.50 613(A) REINFORCED CONCRETE PIPE (18" ROUND)(CLASS III) LF 107.00 $60.00 $6,420.00 613(A) REINFORCED CONCRETE PIPE (24" ROUND)(CLASS III) LF 680.50 $75.00 $51,037.50 613(A) REINFORCED CONCRETE PIPE (36" ROUND)(CLASS III) LF 145.10 $115.00 $16,686.50 613(H) 6" PERFORATED PIPE UNDERDRAIN LF 1,875.00 $17.00 $31,875.00 613(I) 6" NON-PERFORATED PIPE UNDERDRAIN LF 750.00 $14.00 $10,500.00 613(J) EDGE DRAIN CONDUIT - PERFORATED LF 1,200.00 $12.00 $14,400.00 613(K) EDGE DRAIN CONDUIT - NONPERFORATED LF 400.00 $14.00 $5,600.00 613(L) PREFAB. CULVERT END SECT., (24" ROUND) EA 9.00 $1,000.00 $9,000.00 613(L) PREFAB. CULVERT END SECT., (36" ROUND) EA 2.00 $1,500.00 $3,000.00 613(M) CULVERT END TREATMENT (TYPE A4) EA 2.00 $1,250.00 $2,500.00 613(M) CULVERT END TREATMENT (TYPE B4) EA 1.00 $1,500.00 $1,500.00 619(A) REMOVAL OF STRUCTURES & OBSTRUCTIONS LSUM 1.00 $50,000.00 $50,000.00 623(A) BEAM GUARDRAIL W-BEAM SINGLE LF 2,214.00 $18.00 $39,852.00 623(F) GUARDRAIL TBRIDGE CONN-TRAIL END (31") EA 7.00 $1,200.00 $8,400.00 623(F) GUARDRAIL TRAIL END TURNDOWN (31") EA 8.00 $1,000.00 $8,000.00 623(G) GUARDRAIL END TREATMENT (31") EA 10.00 $2,500.00 $25,000.00 623(I) GUARDRAIL BRIDGE CONNECTION - THRIE BEAM (31") EA 13.00 $1,800.00 $23,400.00 Page 2 of 16

624(A) FENCE, STYLE WWF LF 19,907.00 $6.00 $119,442.00 627(A) CONCRETE LONGITUDINAL BARRIER, DESIGN 1 LF 300.00 $115.00 $34,500.00 SUBTOTAL PART A - ROADWAY-EOC-2461 $12,967,652.65 PART A - BRIDGE - EOC-2461 TPO 130.31 BRIDGE A - EOC-2461 RAMP A OVER I-40 501(B) SUBSTRUCTURE EXCAVATION, COMMON CY 190.00 $30.00 $5,700.00 501(G) CLSM BACKFILL CY 192.80 $140.00 $26,992.00 503(A) PRESTRESSED CONCRETE BEAMS (TYPE J BT) LF 8,013.90 $300.00 $2,404,170.00 504(A) APPROACH SLAB SY 195.00 $170.00 $33,150.00 504(B) SAW-CUT GROOVING SY 6,487.10 $4.00 $25,948.40 504(C) EXPANSION JOINTS LF 252.00 $110.00 $27,720.00 504(E) CONCRETE PARAPET (42" F-SHAPED) LF 4,493.40 $100.00 $449,340.00 506(A) STRUCTURAL STEEL LB 474,920.00 $3.00 $1,424,760.00 507(A) (SP) STAINLESS STEEL FIXED BEARING ASSEMBLY EA 68.00 $2,000.00 $136,000.00 507(B) (SP) STAINLESS STEEL EXPANSION BEARING ASSEMBLY EA 68.00 $2,000.00 $136,000.00 509 (SP) SPECIAL CONCRETE FINISH SY 386.70 $100.00 $38,670.00 509(A) CLASS AA CONCRETE CY 2,110.40 $600.00 $1,266,240.00 509(B) CLASS A CONCRETE CY 2,119.50 $575.00 $1,218,712.50 510(C) SLOPEWALL (5") SY 487.80 $110.00 $53,658.00 511(A) REINFORCING STEEL LB 16,740.00 $1.00 $16,740.00 511(B) EPOXY COATED REINFORCING STEEL LB 902,600.00 $1.10 $992,860.00 514(A) PILES, FURNISHED (HP 10X42) LF 96.00 $45.00 $4,320.00 514(A) PILES, FURNISHED (HP 12X53) LF 301.00 $45.00 $13,545.00 Page 3 of 16

514(B) PILES, DRIVEN (HP 10X42) LF 96.00 $25.00 $2,400.00 514(B) PILES, DRIVEN (HP 12X53) LF 301.00 $25.00 $7,525.00 514(K) PILOT HOLES LF 180.00 $150.00 $27,000.00 514(L) PILE SPLICE (NON-BIDDABLE) EA 1.00 $400.00 $400.00 515(A) WATER REPELLENT (VISUALLY INSPECTED) SY 18,141.40 $3.50 $63,494.90 516(A) DRILLED SHAFTS (96" DIAMETER) LF 494.00 $2,000.00 $988,000.00 516(C) CROSSHOLE SONIC LOGGING EA 16.00 $1,700.00 $27,200.00 523(A) SEALER CRACK PREPARATION LF 182.00 $5.00 $910.00 523(B) SEALER RESIN GAL 2.10 $250.00 $525.00 613(H) PERFORATED PIPE UNDERDRAIN (6" DIA.) LF 146.00 $20.00 $2,920.00 613(I) NON-PERFORATED PIPE UNDERDRAIN ROUND (6" DIA.) LF 112.00 $20.00 $2,240.00 TPO 130.31W BRIDGE B - EOC-2461 SOUTHBOUND TURNPIKE OVER I-40 501(B) SUBSTRUCTURE EXCAVATION, COMMON CY 235.00 $30.00 $7,050.00 501(G) CLSM BACKFILL CY 291.70 $140.00 $40,838.00 503(A) PRESTRESSED CONCRETE BEAMS (TYPE III) LF 796.40 $200.00 $159,280.00 503(A) PRESTRESSED CONCRETE BEAMS (TYPE J BT) LF 2,221.70 $300.00 $666,510.00 504(A) APPROACH SLAB SY 485.80 $170.00 $82,586.00 504(B) SAW-CUT GROOVING SY 3,283.90 $4.00 $13,135.60 504(C) EXPANSION JOINTS LF 114.50 $110.00 $12,595.00 504(E) CONCRETE PARAPET (42" F-SHAPED) LF 1,182.60 $100.00 $118,260.00 506(A) STRUCTURAL STEEL LB 7,370.00 $2.50 $18,425.00 507(A) (SP) STAINLESS STEEL FIXED BEARING ASSEMBLY EA 24.00 $2,000.00 $48,000.00 507(B) (SP) STAINLESS STEEL EXPANSION BEARING ASSEMBLY EA 36.00 $2,000.00 $72,000.00 Page 4 of 16

509 (SP) SPECIAL CONCRETE FINISH SY 152.80 $100.00 $15,280.00 509(A) CLASS AA CONCRETE CY 866.30 $600.00 $519,780.00 509(B) CLASS A CONCRETE CY 504.90 $575.00 $290,317.50 510(C) SLOPEWALL (5") SY 1,494.00 $110.00 $164,340.00 511(A) REINFORCING STEEL LB 3,180.00 $1.00 $3,180.00 511(B) EPOXY COATED REINFORCING STEEL LB 318,880.00 $1.10 $350,768.00 514(A) PILES, FURNISHED (HP 10X42) LF 152.00 $45.00 $6,840.00 514(A) PILES, FURNISHED (HP 12X53) LF 617.00 $45.00 $27,765.00 514(B) PILES, DRIVEN (HP 10X42) LF 152.00 $25.00 $3,800.00 514(B) PILES, DRIVEN (HP 12X53) LF 617.00 $25.00 $15,425.00 514(L) PILE SPLICE (NON-BIDDABLE) EA 1.00 $400.00 $400.00 515(A) WATER REPELLENT (VISUALLY INSPECTED) SY 6,307.30 $3.50 $22,075.55 516(A) DRILLED SHAFTS (60" DIAMETER) LF 324.00 $900.00 $291,600.00 516(C) CROSSHOLE SONIC LOGGING EA 4.00 $1,700.00 $6,800.00 523(A) SEALER CRACK PREPARATION LF 111.50 $5.00 $557.50 523(B) SEALER RESIN GAL 1.20 250 $300.00 613(H) PERFORATED PIPE UNDERDRAIN (6" DIA.) LF 306.00 20 $6,120.00 613(I) NON-PERFORATED PIPE UNDERDRAIN ROUND (6" DIA.) LF 104.00 20 $2,080.00 TPO 131.01W BRIDGE D-1 - EOC-2461 SOUTHBOUND TURNPIKE OVER UNNAMED CREEK 501(B) SUBSTRUCTURE EXCAVATION, COMMON CY 265.00 $30.00 $7,950.00 501(G) CLSM BACKFILL CY 395.20 $140.00 $55,328.00 503(A) PRESTRESSED CONCRETE BEAMS (TYPE J BT) LF 2,848.00 $300.00 $854,400.00 504(A) APPROACH SLAB SY 468.60 $170.00 $79,662.00 Page 5 of 16

504(B) SAW-CUT GROOVING SY 3,100.40 $4.00 $12,401.60 504(C) EXPANSION JOINTS LF 102.00 $110.00 $11,220.00 504(E) CONCRETE PARAPET (42" F-SHAPED) LF 1,116.20 $80.00 $89,296.00 506(A) STRUCTURAL STEEL LB 6,920.00 $2.50 $17,300.00 507(A) (SP) STAINLESS STEEL FIXED BEARING ASSEMBLY EA 24.00 $2,000.00 $48,000.00 507(B) (SP) STAINLESS STEEL EXPANSION BEARING ASSEMBLY EA 24.00 $2,000.00 $48,000.00 509 (SP) SPECIAL CONCRETE FINISH SY 105.20 $100.00 $10,520.00 509(A) CLASS AA CONCRETE CY 849.00 $600.00 $509,400.00 509(B) CLASS A CONCRETE CY 305.50 $575.00 $175,662.50 511(B) EPOXY COATED REINFORCING STEEL LB 267,480.00 $1.10 $294,228.00 514(A) PILES, FURNISHED (HP 10X42) LF 261.00 $45.00 $11,745.00 514(A) PILES, FURNISHED (HP 12X53) LF 795.00 $45.00 $35,775.00 514(B) PILES, DRIVEN (HP 10X42) LF 261.00 $25.00 $6,525.00 514(B) PILES, DRIVEN (HP 12X53) LF 795.00 $25.00 $19,875.00 514(K) PILOT HOLES LF 260.00 $150.00 $39,000.00 514(L) PILE SPLICE (NON-BIDDABLE) EA 1.00 $400.00 $400.00 515(A) WATER REPELLENT (VISUALLY INSPECTED) SY 6,002.50 $3.50 $21,008.75 516(A) DRILLED SHAFTS (60" DIAMETER) LF 606.00 $900.00 $545,400.00 516(C) CROSSHOLE SONIC LOGGING EA 3.00 $1,700.00 $5,100.00 523(A) SEALER CRACK PREPARATION LF 50.00 $5.00 $250.00 523(B) SEALER RESIN GAL 0.50 $250.00 $125.00 601(B) TYPE I-A - PLAIN RIPRAP TON 4,890.00 $40.00 $195,600.00 601(C) TYPE I-A - FILTER BLANKET TON 1,035.00 $35.00 $36,225.00 613(H) PERFORATED PIPE UNDERDRAIN (6" DIA.) LF 108.00 $20.00 $2,160.00 613(I) NON-PERFORATED PIPE UNDERDRAIN (6" DIA.) LF 90.00 $20.00 $1,800.00 Page 6 of 16

TPO 131.01E BRIDGE D-2 - EOC-2461 NORTHBOUND TURNPIKE OVER UNNAMED CREEK 501(B) SUBSTRUCTURE EXCAVATION, COMMON CY 320.00 $30.00 $9,600.00 501(G) CLSM BACKFILL CY 570.00 $140.00 $79,800.00 503(A) PRESTRESSED CONCRETE BEAMS (TYPE J BT) LF 4,089.70 $300.00 $1,226,910.00 504(A) APPROACH SLAB SY 683.40 $170.00 $116,178.00 504(B) SAW-CUT GROOVING SY 4,469.00 $4.00 $17,876.00 504(C) EXPANSION JOINTS LF 143.10 $110.00 $15,741.00 504(E) CONCRETE PARAPET (42" F-SHAPED) LF 1,128.70 $80.00 $90,296.00 506(A) STRUCTURAL STEEL LB 9,920.00 $2.50 $24,800.00 507(A) (SP) STAINLESS STEEL FIXED BEARING ASSEMBLY EA 34.00 $2,000.00 $68,000.00 507(B) (SP) STAINLESS STEEL EXPANSION BEARING ASSEMBLY EA 34.00 $2,000.00 $68,000.00 509 (SP) SPECIAL CONCRETE FINISH SY 143.80 $100.00 $14,380.00 509(A) CLASS AA CONCRETE CY 1,205.00 $600.00 $723,000.00 509(B) CLASS A CONCRETE CY 421.10 $575.00 $242,132.50 511(B) EPOXY COATED REINFORCING STEEL LB 379,070.00 $1.10 $416,977.00 514(A) PILES, FURNISHED (HP 10X42) LF 280.00 $45.00 $12,600.00 514(A) PILES, FURNISHED (HP 12X53) LF 1,234.00 $45.00 $55,530.00 514(B) PILES, DRIVEN (HP 10X42) LF 280.00 $25.00 $7,000.00 514(B) PILES, DRIVEN (HP 12X53) LF 1,234.00 $25.00 $30,850.00 514(L) PILE SPLICE (NON-BIDDABLE) EA 1.00 $400.00 $400.00 515(A) WATER REPELLENT (VISUALLY INSPECTED) SY 7,575.20 $3.50 $26,513.20 516(A) DRILLED SHAFTS (60" DIAMETER) LF 972.00 $900.00 $874,800.00 516(C) CROSSHOLE SONIC LOGGING EA 3.00 $1,700.00 $5,100.00 Page 7 of 16

523(A) SEALER CRACK PREPARATION LF 69.70 $5.00 $348.50 523(B) SEALER RESIN GAL 0.70 $250.00 $175.00 613(H) PERFORATED PIPE UNDERDRAIN (6" DIA.) LF 154.00 $20.00 $3,080.00 613(I) NON-PERFORATED PIPE UNDERDRAIN (6" DIA.) LF 90.00 $20.00 $1,800.00 SUBTOTAL PART A - BRIDGE - EOC-2461 $19,629,493.00 PART A - TRAFFIC PAVEMENT MARKING & SIGNING - EOC-2461 EOC-2461 413(C) RUMBLE STRIP-METHOD PCC-CON LF 8,250.00 $1.50 $12,375.00 509(D) CLASS C CONCRETE CY 13.70 $275.00 $3,767.50 511(A) REINFORCING STEEL LB 562.00 $0.95 $533.90 516(A) DRILLED SHAFTS (60" DIAMETER) LF 108.00 $850.00 $91,800.00 852(D) OVERHEAD SIGN STRUCTURE, MONOTUBE TYPE B EA 1.00 $150,000.00 $150,000.00 852(E) OVERHEAD SIGN STRUCTURE, MONOTUBE TYPE C EA 1.00 $75,000.00 $75,000.00 853 DELINEATORS (TYPE 1, CODE 1, FLEXIBLE) EA 190.00 $44.00 $8,360.00 853 DELINEATORS (TYPE 1, CODE 2, FLEXIBLE) EA 80.00 $48.00 $3,840.00 853 BARRIER DELINEATORS (TYPE 2, CODE 1) EA 205.00 $11.00 $2,255.00 853 GUARDRAIL DELINEATORS (TYPE 1, CODE 1) EA 70.00 $17.00 $1,190.00 855(A) TRAFFIC STRIPE (PLASTIC) (6" WIDE) LF 9,426.00 $3.50 $32,991.00 855(A) TRAFFIC STRIPE (PLASTIC) (24" WIDE) LF 30.00 $6.85 $205.50 856(A) TRAFFIC STRIPE (MULTI-POLYMER) (6" WIDE) LF 61,030.00 $0.72 $43,941.60 856(A) TRAFFIC STRIPE (MULTI-POLYMER) (8" WIDE) LF 4,420.00 $1.35 $5,967.00 856(A) TRAFFIC STRIPE (MULTI-POLYMER) (12" WIDE) LF 4,244.00 $2.35 $9,973.40 871(A) (PL) IMPACT ATTENUATOR EA 3.00 $20,000.00 $60,000.00 SUBTOTAL PART A - TRAFFIC PAVEMENT MARKING & SIGNING - EOC-2461 $502,199.90 Page 8 of 16

PART A - LIGHTING - EOC-2461 802(A) 1 1/4" GALV. STEEL ELECTRICAL CONDUIT EXPOSED LF 3,580.00 $20.30 $72,674.00 802(B) 2" PVC SCH. 40 PLASTIC CONDUIT BORED LF 775.00 $15.85 $12,283.75 802(B) 2" PVC SCH. 40 PLASTIC CONDUIT TRENCHED LF 32,320.00 $6.51 $210,403.20 802(E) JUNCTION BOX (8"x8"x6") EA 28.00 $755.00 $21,140.00 803(A) PULL BOX (SIZE I) EA 23.00 $523.22 $12,034.06 804(A) STRUCTURAL CONCRETE CY 288.64 $704.50 $203,346.88 804(B) REINFORCING STEEL LB 49,984.00 $1.39 $69,477.76 806(C) 40' MTG & 10' HLMA(G.STL.) EA 204.00 $3,200.00 $652,800.00 807 BREAKAWAY BASE (DES. B) EA 176.00 $643.00 $113,168.00 809(A) ROADWAY LUMINAIRE EA 208.00 $1,950.00 $405,600.00 810(A) SERVICE POLE EA 2.00 $2,116.62 $4,233.24 811 1/C NO. 4 ELECTRICAL CONDUCTOR LF 31,115.00 $3.71 $115,436.65 811 1/C NO. 6 ELECTRICAL CONDUCTOR LF 55,315.00 $2.18 $120,586.70 811 1/C NO. 12 ELECTRICAL CONDUCTOR LF 21,460.00 $1.16 $24,893.60 SUBTOTAL PART A - LIGHTING - EOC-2461 $2,038,077.84 PART A - TRAFFIC CONTROL - EOC-2461 880(B) (SP) CONSTRUCTION SIGNS 0.00 TO 6.25 S.F. SD 13,440.00 $1.50 $20,160.00 880(B) (SP) CONSTRUCTION SIGNS 6.26 TO 15.99 S.F. SD 7,680.00 $0.75 $5,760.00 880(B) (SP) CONSTRUCTION SIGNS 16.00 TO 32.99 S.F. SD 9,600.00 $1.50 $14,400.00 880(C) (SP) CONSTRUCTION BARRICADES (TYPE III) SD 7,680.00 $1.25 $9,600.00 880(C) BARRICADES (TYPE III) EA 16.00 $750.00 $12,000.00 880(D) (SP) VERTICAL PANELS SD 4,800.00 $0.40 $1,920.00 Page 9 of 16

880(E) (SP) WARNING LIGHTS (TYPE A) SD 15,360.00 $0.45 $6,912.00 880(F) (SP) DRUMS SD 9,600.00 $0.42 $4,032.00 SUBTOTAL PART A - TRAFFIC CONTROL - EOC-2461 $74,784.00 PART A - ROADWAY-ODOT JP 26422(10) 201(A) CLEARING AND GRUBBING LSUM 1.00 $20,000.00 $20,000.00 202(A) UNCLASSIFIED EXCAVATION CY 180,685.00 $4.00 $722,740.00 202(D) UNCLASSIFIED BORROW CY 29,591.00 $10.00 $295,910.00 205(A) TYPE A-SALVAGED TOPSOIL LSUM 1.00 $125,000.00 $125,000.00 221(C) TEMPORARY SILT FENCE LF 16,570.00 $1.50 $24,855.00 221(E) TEMPORARY SEDIMENT BASIN EA 2.00 $3,000.00 $6,000.00 221(F) TEMPORARY SILT DIKE LF 1,456.00 $8.00 $11,648.00 221(G) TEMPORARY ROCK FILTER DAM TYPE 3 CY 70.00 $125.00 $8,750.00 221(K) TEMPORARY FIBER LOG LF 2,786.00 $3.50 $9,751.00 230(A) SOLID SLAB SODDING SY 303,056.00 $1.25 $378,820.00 232(B) SEEDING METHOD B AC 40.00 $225.00 $9,000.00 233(A) VEGETATIVE MULCHING AC 167.80 $300.00 $50,340.00 241 MOWING AC 125.20 $75.00 $9,390.00 303(A) AGGREGATE BASE TYPE A CY 28,689.00 $38.00 $1,090,182.00 307(K) STABILIZED SUBGRADE SY 139,458.00 $5.00 $697,290.00 310(B) SUBGRADE, METHOD B SY 38,384.00 $1.75 $67,172.00 317 CEMENT TREATED BASE SY 119,220.00 $10.00 $1,192,200.00 325 SEPARATOR FABRIC SY 138,253.00 $2.00 $276,506.00 402(E) TRAFFIC BOUND SURFACE COURSE TYPE E TON 19,621.00 $25.00 $490,525.00 407(B) TACK COAT GAL 197.00 $7.00 $1,379.00 Page 10 of 16

408 PRIME COAT GAL 80,781.00 $4.00 $323,124.00 411(B) SUPERPAVE, TYPE S3 (PG 64-22 OK) TON 1,487.00 $85.00 $126,395.00 411(C) SUPERPAVE, TYPE S4 (PG 64-22 OK) TON 371.00 $90.00 $33,390.00 414(A) P.C. CONCRETE PAVEMENT (PLACEMENT) SY 64,247.00 $9.00 $578,223.00 414(B) DOWEL JOINTED P.C.CONCRETE PAVEMENT (PLACEMENT) SY 79,114.00 $16.00 $1,265,824.00 414(G) P.C. CONCRETE FOR PAVEMENT CY 43,960.00 $95.00 $4,176,200.00 501(A) STRUCTURAL EXCAVATION UNCLASSIFIED CY 242.00 $22.00 $5,324.00 509(A) CLASS AA CONCRETE CY 811.70 $400.00 $324,680.00 509(D) CLASS C CONCRETE CY 414.40 $275.00 $113,960.00 511(A) REINFORCING STEEL LB 132,360.00 $0.95 $125,742.00 601(A) TYPE I PLAIN RIPRAP TON 845.00 $50.00 $42,250.00 601(B) TYPE I-A PLAIN RIP RAP TON 609.00 $55.00 $33,495.00 601(C) TYPE I-A FILTER BLANKET TON 116.00 $38.00 $4,408.00 611(G) INLET GPI TYPE 1 (DES 1) EA 1.00 $2,800.00 $2,800.00 611(G) INLET (SMD-TYPE 2) EA 3.00 $2,500.00 $7,500.00 611(H) ADDITIONAL DEPTH IN INLET VFT 0.60 $325.00 $195.00 613(A) 24" R.C. PIPE CLASS III LF 196.80 $75.00 $14,760.00 613(A) 42" R.C. PIPE CLASS III LF 122.50 $120.00 $14,700.00 613(A) 28"x18" R.C. PIPE ARCH CLASS A-III LF 98.40 $115.00 $11,316.00 613(B) 21"x15" CORR. GALV. STEEL PIPE ARCH LF 90.00 $38.00 $3,420.00 613(H) 8" PERFORATED PIPE UNDERDRAIN LF 1,275.00 $18.00 $22,950.00 613(I) 8" NON-PERFORATED PIPE UNDERDRAIN LF 450.00 $13.00 $5,850.00 613(J) EDGE DRAIN CONDUIT - PERFORATED LF 1,500.00 $12.00 $18,000.00 613(K) EDGE DRAIN CONDUIT OUTLET - NONPERFORATED LF 500.00 $14.00 $7,000.00 613(L) 24" PREFAB. CULVERT END SECTION, ROUND EA 2.00 $1,000.00 $2,000.00 Page 11 of 16

613(L) 42" PREFAB. CULVERT END SECTION, ROUND EA 2.00 $1,750.00 $3,500.00 613(M) TYPE A4 CULVERT END TREATMENT EA 4.00 $1,250.00 $5,000.00 613(M) TYPE B4 CULVERT END TREATMENT EA 1.00 $1,500.00 $1,500.00 613(Q) OUTLET LATERAL HEADWALL EA 24.00 $800.00 $19,200.00 613(W) 42" JACKED CONDUIT LF 135.00 $850.00 $114,750.00 619(A) REMOVAL OF STRUCTURES & OBSTRUCTIONS LSUM 1.00 $80,000.00 $80,000.00 619(B) REMOVAL OF CONCRETE PAVEMENT SY 78,305.00 $4.00 $313,220.00 619(B) REMOVAL OF ASPHALT PAVEMENT SY 31,700.00 $2.00 $63,400.00 619(B) REMOVAL OF CONCRETE DRIVEWAY SY 40.00 $15.00 $600.00 623(A) BEAM GUARDRAIL W-BEAM SINGLE LF 375.00 $18.00 $6,750.00 623(G) GUARDRAIL END TREATMENT (31") EA 4.00 $2,500.00 $10,000.00 623(I) GUARDRAIL BRIDGE CONN. - THRIE BEAM (31") EA 4.00 $1,800.00 $7,200.00 624(A) FENCE, STYLE WWF LF 8,157.00 $6.00 $48,942.00 627(A) CONCRETE LONGITUDINAL BARRIER, DESIGN 1 LF 940.00 $115.00 $108,100.00 ROADWAY SUBTOTAL-ODOT JP 26422(10) $13,533,126.00 PART A - BRIDGE - ODOT JP 26422(10) BRIDGE C - ODOT JP 26422(10) LUTHER ROAD OVER I-40 501(B) SUBSTRUCTURE EXCAVATION COMMON CY 185.00 $18.00 $3,330.00 501(F) GRANULAR BACKFILL CY 70.00 $55.00 $3,850.00 504(B) SAW-CUT GROOVING SY 1,164.20 $5.50 $6,403.10 504(C SEALED EXPANSION JOINT LF 35.17 $275.00 $9,671.75 504(D) CONCRETE RAIL (TR3) LF 806.40 $70.00 $56,448.00 506(A) STRUCTURAL STEEL LB 386,500.00 $2.00 $773,000.00 Page 12 of 16

507(A) WEATHERING STEEL FIXED BEARING ASSEMBLY EA 8.00 $1,500.00 $12,000.00 507(B) WEATHERING STEEL EXPANSION BEARING ASSEMBLY EA 24.00 $1,500.00 $36,000.00 509(A) CLASS AA CONCRETE CY 334.90 $550.00 $184,195.00 509(B) CLASS A CONCRETE CY 259.80 $525.00 $136,395.00 510(C SLOPE WALL (5") SY 358.00 $85.00 $30,430.00 511(A) REINFORCING STEEL LB 115,105.00 $0.95 $109,349.75 516(A) DRILLED SHAFTS 36" DIAMETER LF 152.00 $500.00 $76,000.00 516(A) DRILLED SHAFTS 72" DIAMETER LF 80.00 $800.00 $64,000.00 516(A) DRILLED SHAFTS 84" DIAMETER LF 44.00 $1,000.00 $44,000.00 516(C) CROSSHOLE SONIC LOGGING EA 4.00 $1,500.00 $6,000.00 613(H) 6" PERFORATED PIPE UNDERDRAIN ROUND LF 64.00 $25.00 $1,600.00 613(I) 6" NON-PERF. PIPE UNDERDRAIN RND. LF 30.00 $20.00 $600.00 619(D) REMOVAL OF EXISTING BRIDGE STRUCTURE LSUM 1.00 $130,000.00 $130,000.00 BRIDGE SUBTOTAL-ODOT JP 26422(10) $1,683,272.60 PART A - TRAFFIC PAVEMENT MARKING & SIGNING - ODOT JP 26422(10) 413(C) RUMBLE STRIP-METHOD PCC-CON LF 29,307.00 $1.00 $29,307.00 509(A) CLASS AA CONCRETE CY 44.60 $400.00 $17,840.00 509(D) CLASS C CONCRETE CY 13.70 $275.00 $3,767.50 511(A) REINFORCING STEEL LB 562.00 $0.95 $533.90 516(A) DRILLED SHAFTS 60" DIAMETER LF 36.00 $850.00 $30,600.00 619(B) REMOVAL OF CABLE BARRIER LF 4,050.00 $2.00 $8,100.00 628 INSTALLATION OF CABLE BARRIER SYSTEM LF 4,200.00 $13.00 $54,600.00 628(C) END ANCHORS EA 2.00 $2,500.00 $5,000.00 804(A) STRUCTURAL CONCRETE CY 6.10 $750.00 $4,575.00 Page 13 of 16

804(B) REINFORCING STEEL LB 1,244.00 $1.70 $2,114.80 805(A) (PL) REMOVAL OF EXISTING SIGNS EA 11.00 $85.00 $935.00 850(A) SHEET ALUMINUM SIGNS SF 203.50 $23.50 $4,782.25 850(B) EXTRUDED ALUMINUM PANEL SIGNS SF 324.00 $30.00 $9,720.00 850(B) EXTRUDED ALUMINUM PANEL SIGNS (OVERHEAD SIGNS) SF 297.00 $30.00 $8,910.00 851(A) 6" @ 15 GALV. STEEL WIDE FLANGE BEAM POST LF 37.00 $35.00 $1,295.00 851(A) 8" @ 35 GALV. STEEL WIDE FLANGE BEAM POST LF 59.50 $40.00 $2,380.00 851(B) 3" @ 7.58 GALV. STEEL PIPE POST LF 55.00 $21.00 $1,155.00 851(B) 3 1/2" @ 9.11 GALV. STEEL PIPE POST LF 112.50 $23.00 $2,587.50 851(C) 2" SQUARE TUBE POST LF 44.00 $10.50 $462.00 852(E) OVHD. SN. STR., MONOTUBE TYPE C EA 1.00 $75,000.00 $75,000.00 855(A) TRAFFIC STRIPE (PLASTIC)(4" WIDE) LF 4,000.00 $0.55 $2,200.00 856(A) TRAFFIC STRIPE (MULTI-POLY.)(6" WIDE) LF 48,282.00 $0.72 $34,763.04 870(A) SAND FILLED IMPACT ATTENUATION MODULE EA 38.00 $350.00 $13,300.00 871(A) (PL)IMPACT ATTENUATOR EA 4.00 $25,000.00 $100,000.00 TRAFFIC PAVEMENT MARKING & SIGNING SUBTOTAL - ODOT JP 26422(10) $413,927.99 PART A - TRAFFIC CONTROL - ODOT JP 26422(10) 857(A) CONSTRUCTION TRAFFIC STRIPE (PAINT) (4" WIDE) LF 123,860.00 $0.18 $22,294.80 857(F) PAVEMENT MARKING REMOVAL (TRAFFIC STRIPE) LF 88,100.00 $0.35 $30,835.00 871(B) (SP) CONST. ZONE IMPACT ATTEN. SD 960.00 $10.00 $9,600.00 877(B) DELIVER PORTABLE LONGITUDINAL BARRIER LF 23,050.00 $20.00 $461,000.00 877(C) RELOCATION OF PORTABLE LONGITUDINAL BARRIER LF 37,700.00 $3.00 $113,100.00 880(A) ARROW DISPLAY (TYPE C) SD 960.00 $6.50 $6,240.00 880(B) CONSTRUCTION SIGNS 0 TO 6.25 SF SD 18,030.00 $1.50 $27,045.00 Page 14 of 16

880(B) CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF SD 24,170.00 $0.75 $18,127.50 880(B) CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF SD 35,120.00 $1.50 $52,680.00 880(C) CONSTRUCTION BARRICADES (TYPE III) SD 9,570.00 $1.25 $11,962.50 880(C) WING BARRICADES SD 1,920.00 $1.00 $1,920.00 880(E) WARNING LIGHTS (TYPE A) SD 36,980.00 $0.25 $9,245.00 880(F) DRUMS SD 26,680.00 $1.25 $33,350.00 880(G) CHANNELIZER CONES SD 69,350.00 $0.44 $30,514.00 880(K) SURVEILLANCE TRAFFIC CONTROL SD 960.00 $470.00 $451,200.00 880(L) TRAFFIC SURVEILLANCE, POLICE (NON BIDDABLE) HR 1,500.00 $60.00 $90,000.00 882(A) PORT. CHANGEABLE MESSAGE SIGN SD 1,160.00 $16.00 $18,560.00 TRAFFIC CONTROL SUBTOTAL - ODOT JP 26422(10) $1,387,673.80 Page 15 of 16

PART A - STAKING 642 CONSTRUCTION STAKING LSUM 1.00 $250,000.00 $250,000.00 SUBTOTAL PART A - STAKING $250,000.00 PART A - CONSTRUCTION 106 QUALITY CONTROL AND ACCEPTANCE LSUM 1.00 $225,000.00 $225,000.00 220 SWPPP DOCUMENTATION AND MANAGEMENT LSUM 1.00 $8,000.00 $8,000.00 430 PAVEMENT SMOOTHNESS (NON-BIDDABLE) LSUM 1.00 $0.00 $0.00 641 MOBILIZATION LSUM 1.00 $2,171,030.00 $2,171,030.00 SUBTOTAL PART A - CONSTRUCTION $2,404,030.00 PART A - TOTAL $54,884,237.78 PART B - PROJECT PART "B" TIME PROJECT "B" BID RATE NUMBER OF "B" DAYS BID 645(A) PROJECT "B" TIME $/PSRD 7,500.00 470 $3,525,000.00 PART B - PROJECT PART "B" TOTAL $3,525,000.00 PART A + PART B = TOTAL $58,409,237.78 Page 16 of 16