Ath-US 33-18.78
Athens County · est $58M
Bid dateThursday, April 10—
Athens County · est $58M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 286 more items below.
| Item | Quantity | R1Kokosing Construction Company INC | % of bid |
|---|---|---|---|
| 203E10000 EXCAVATION | 1,615,644 CY | $8.76 | 32% |
| 302E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 21,821 CY | $187 | 9% |
| 203E20000 EMBANKMENT | 1,927,050 CY | $2.00 | 9% |
| 624E10000 MOBILIZATION | 1 LS | $3,060,000 | 7% |
| 304E20000 AGGREGATE BASE | 27,349 CY | $95.00 | 6% |
| 442E10300 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 8,848 CY | $240 | 5% |
| 203E35001 GRANULAR EMBANKMENT, AS PER PLAN | 17,434 CY | $100 | 4% |
| 442E10080 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 7,549 CY | $207 | 4% |
| 515E15120 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 12 EACH | $125,000 | 3% |
| 513E10280 STRUCTURAL STEEL MEMBERS, LEVEL 4 | 522,869 LB | $2.50 | 3% |
| 442E10100 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 5,700 CY | $200 | 3% |
| 832E30000 EROSION CONTROL | 1,139,504 EACH | $1.00 | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $1,060,000 | 2% |
| 611E06100 15" CONDUIT, TYPE C | 6,798 FT | $155 | 2% |
| 616E10000 WATER | 14,284 MGAL | $62.00 | 2% |
| 899E10000 CURED-IN-PLACE PIPE LINER (42" DIAMETER) | 1,818 FT | $420 | 2% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 524 CY | $1,300 | 2% |
| 606E15050 GUARDRAIL, TYPE MGS | 33,269 FT | $17.06 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $540,000 | 1% |
| 605E11100 6" SHALLOW PIPE UNDERDRAINS | 31,432 FT | $14.00 | 1% |
| Item | Quantity | R1Kokosing Construction Company INC |
|---|---|---|
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN | 1 LS | $320,000 |
| 202E20010 HEADWALL REMOVED | 12 EACH | $770 |
| 202E23000 PAVEMENT REMOVED | 44,739 SY | $6.00 |
| 202E35100 PIPE REMOVED, 24" DIAMETER AND UNDER | 20,322 FT | $10.00 |
| 202E35200 PIPE REMOVED, OVER 24" DIAMETER | 91 FT | $90.00 |
| 202E38000 GUARDRAIL REMOVED | 17,408 FT | $1.90 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 4 EACH | $250 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 9 EACH | $125 |
How to read this. Plan‑pull counts come straight from agency portals. Patterns and confidence scores are derived from comparable lettings (same county, same category, three‑year basis). Confidence is a calibration of past correctness on signals of this shape — not a guarantee of this bid’s outcome. We never round up. More on what Cassandri does →
| 1 EACH |
| $150 |
| 202E42206 ANCHOR ASSEMBLY REMOVED (E-98) | 1 EACH | $150 |
| 202E53100 MAILBOX REMOVED | 3 EACH | $80.00 |
| 202E58100 CATCH BASIN REMOVED | 19 EACH | $1,200 |
| 202E70120 SPECIAL - PIPE CLEANOUT, 27" TO 48" | 1,818 FT | $6.00 |
| 202E70130 SPECIAL - PIPE CLEANOUT OVER 48" | 245 FT | $19.00 |
| 202E75000 FENCE REMOVED | 379 FT | $5.00 |
| 202E98000 REMOVAL MISC.: GUARDRAIL REMOVED FOR STORAGE | 1 LS | $2,400 |
| 204E10000 SUBGRADE COMPACTION | 167,767 SY | $1.80 |
| 204E45000 PROOF ROLLING | 56 HOUR | $250 |
| 208E10000 PRE-BLAST CONDITION SURVEY | 1 LS | $23,565 |
| 208E12000 BLASTING CONSULTANT | 1 LS | $8,500 |
| 208E13000 AIR BLAST AND NOISE CONTROL | 1 LS | $19,500 |
| 208E14000 VIBRATION CONTROL AND MONITORING | 1 LS | $19,500 |
| 208E15000 PRESPLITTING | 1,556 SY | $30.00 |
| 208E16000 HYDROLOGIST | 1 LS | $85,000 |
| 606E15400 MGS GUARDRAIL, TYPE 8 | 250 FT | $27.24 |
| 606E15550 GUARDRAIL, BARRIER DESIGN, TYPE MGS | 375 FT | $31.20 |
| 606E17500 POST END ANCHOR (OR CONCRETE BLOCK END ANCHOR) | 1 EACH | $1,300 |
| 606E20050 ROUNDED END SECTION | 1 EACH | $60.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, MASH 2016 | 25 EACH | $2,200 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 34 EACH | $1,000 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 8 EACH | $1,980 |
| 606E60012 IMPACT ATTENUATOR, TYPE 1 (BIDIRECTIONAL) | 6 EACH | $7,400 |
| 606E60028 IMPACT ATTENUATOR, TYPE 2 (BIDIRECTIONAL), 62 MPH | 2 EACH | $34,770 |
| 607E15000 FENCE, TYPE 47 | 386 FT | $47.80 |
| 607E40500 GATE, TYPE 47 | 1 EACH | $2,600 |
| 623E40500 REFERENCE MONUMENT, TYPE A | 50 EACH | $480 |
| 690E12010 SPECIAL - GEOTEXTILE FABRIC, 712.09, TYPE A | 30,397 SY | $1.50 |
| 690E50100 SPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE | 3 EACH | $300 |
| 601E11000 RIPRAP, TYPE D | 26 SY | $980 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 61 SY | $250 |
| 601E21060 TIED CONCRETE BLOCK MAT WITH TYPE 2 UNDERLAYMENT | 401 SY | $100 |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 135 CY | $140 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 107 CY | $150 |
| 601E32300 ROCK CHANNEL PROTECTION, TYPE D WITH FILTER | 786 CY | $170 |
| 659E00100 SOIL ANALYSIS TEST | 12 EACH | $25.00 |
| 659E00300 TOPSOIL | 11,852 CY | $11.00 |
| 659E10000 SEEDING AND MULCHING | 547,116 SY | $0.60 |
| 659E10001 SEEDING AND MULCHING, AS PER PLAN | 92,645 SY | $0.55 |
| 659E14000 REPAIR SEEDING AND MULCHING | 27,358 SY | $0.60 |
| 659E15000 INTER-SEEDING | 27,358 SY | $0.01 |
| 659E20000 COMMERCIAL FERTILIZER | 76.31 TON | $250 |
| 659E31000 LIME | 113.05 ACRE | $25.00 |
| 659E35000 WATER | 2,216 MGAL | $0.01 |
| 659E40000 MOWING | 137 MSF | $1.00 |
| 670E00700 DITCH EROSION PROTECTION | 122,488 SY | $1.15 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $9,500 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $50,000 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $43,000 |
| 836E10000 SEEDING AND EROSION CONTROL WITH TURF REINFORCING | 3,939 SY | $5.00 |
| 836E10020 SEEDING AND EROSION CONTROL WITH TURF REINFORCING | 2,134 SY | $4.00 |
| 836E10030 SEEDING AND EROSION CONTROL WITH TURF REINFORCING | 3,675 SY | $4.50 |
| 602E20000 CONCRETE MASONRY | 57.3 CY | $5,400 |
| 605E13300 6" UNCLASSIFIED PIPE UNDERDRAINS | 5,820 FT | $20.00 |
| 605E13402 6" UNCLASSIFIED PIPE UNDERDRAINS FOR SPRINGS | 44 FT | $30.00 |
| 605E13500 6" ROCK CUT UNDERDRAINS | 16,232 FT | $18.00 |
| 605E14000 6" BASE PIPE UNDERDRAINS | 24,434 FT | $14.00 |
| 605E31100 AGGREGATE DRAINS | 952 FT | $21.00 |
| 605E32200 AGGREGATE DRAINS FOR SPRINGS | 44 FT | $16.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 5,197 FT | $50.00 |
| 611E00900 6" CONDUIT, TYPE B | 100 FT | $54.00 |
| 611E01400 6" CONDUIT, TYPE E | 100 FT | $54.00 |
| 611E01400 6" CONDUIT, TYPE E, 707.31 | 19,160 FT | $6.00 |
| 611E01500 6" CONDUIT, TYPE F | 100 FT | $54.00 |
| 611E01500 6" CONDUIT, TYPE F, 707.33 | 3,433 FT | $42.00 |
| 611E04400 12" CONDUIT, TYPE B | 1,254 FT | $225 |
| 611E04600 12" CONDUIT, TYPE C | 1,152 FT | $163 |
| 611E04900 12" CONDUIT, TYPE D | 50 FT | $185 |
| 611E05900 15" CONDUIT, TYPE B | 69 FT | $205 |
| 611E07400 18" CONDUIT, TYPE B | 1,658 FT | $260 |
| 611E07600 18" CONDUIT, TYPE C | 280 FT | $196 |
| 611E10200 24" CONDUIT, TYPE A | 336 FT | $250 |
| 611E10200 24" CONDUIT, TYPE A, 706.02, 707.02 (0.064) ALUMIN | 209 FT | $240 |
| 611E10400 24" CONDUIT, TYPE B | 402 FT | $255 |
| 611E13200 30" CONDUIT, TYPE A, 706.02, OR 36" TYPE A, 707.02 | 281 FT | $330 |
| 611E13400 30" CONDUIT, TYPE B | 17 FT | $475 |
| 611E16200 36" CONDUIT, TYPE A, 706.02 OR 42" TYPE A, 707.02, | 764 FT | $466 |
| 611E16400 36" CONDUIT, TYPE B | 186 FT | $350 |
| 611E19200 42" CONDUIT, TYPE A, 707.02 (0.064) ALUMINIZED, 70 | 452 FT | $380 |
| 611E20700 48" CONDUIT, TYPE A, 706.02, OR 54" TYPE A, 707.02 | 260 FT | $430 |
| 611E21100 48" CONDUIT, TYPE C | 256 FT | $470 |
| 611E22400 54" CONDUIT, TYPE B | 280 FT | $610 |
| 611E98180 CATCH BASIN, NO. 3A | 2 EACH | $8,000 |
| 611E98230 CATCH BASIN, NO. 4 | 42 EACH | $10,000 |
| 611E98300 CATCH BASIN, NO. 5 | 1 EACH | $14,000 |
| 611E98470 CATCH BASIN, NO. 2-2B | 2 EACH | $4,600 |
| 611E98505 CATCH BASIN, NO. 2-2C, AS PER PLAN | 23 EACH | $5,100 |
| 611E98510 CATCH BASIN, NO. 2-3 | 1 EACH | $5,500 |
| 611E98570 CATCH BASIN, NO. 2-5 | 2 EACH | $10,500 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 129 EACH | $850 |
| 611E99731 JUNCTION CHAMBER, AS PER PLAN | 2 EACH | $56,000 |
| 899E10000 CURED-IN-PLACE PIPE LINER (54" DIAMETER) | 245 FT | $550 |
| 611E99574 MANHOLE, NO. 3 | 1 EACH | $9,600 |
| 251E01010 PARTIAL DEPTH PAVEMENT REPAIR (441) | 262 CY | $375 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 26,329 FT | $1.54 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.5" THICKNESS | 1,143 SY | $15.00 |
| 255E11000 FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, | 369 SY | $433 |
| 255E20000 FULL DEPTH PAVEMENT SAWING | 2,976 FT | $1.54 |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 4 CY | $2,000 |
| 407E13900 TACK COAT, 702.13 | 7,824 GAL | $4.05 |
| 407E20000 NON-TRACKING TACK COAT | 22,061 GAL | $4.40 |
| 411E10000 STABILIZED CRUSHED AGGREGATE | 593 CY | $150 |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 48 CY | $265 |
| 441E70201 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 449 (40 CY | $675 |
| 441E70500 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449) | — | $335 |
| 441E70800 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 449 (909 CY | $320 |
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 1,081 CY | $247 |
| 609E24510 CURB, TYPE 4-C | 64 FT | $110 |
| 609E60000 9" CONCRETE TRAFFIC ISLAND | 29 CY | $715 |
| 617E10100 COMPACTED AGGREGATE | 338 CY | $180 |
| 617E20000 SHOULDER PREPARATION | 8,550 SY | $2.40 |
| 618E40600 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 18 MILE | $1,058 |
| 442E00100 ANTI-SEGREGATION EQUIPMENT | 16,397 CY | $7.25 |
| 625E00450 CONNECTION, FUSED PULL APART | 76 EACH | $220 |
| 625E00480 CONNECTION, UNFUSED PERMANENT | 120 EACH | $180 |
| 625E10490 LIGHT POLE, CONVENTIONAL: AT15B40 | 6 EACH | $5,800 |
| 625E10490 LIGHT POLE, CONVENTIONAL: AT22B40 | 32 EACH | $6,000 |
| 625E14100 LIGHT POLE FOUNDATION, 24" X 8' DEEP | 38 EACH | $3,800 |
| 625E23200 NO. 4 AWG 2400 VOLT DISTRIBUTION CABLE | 2,529 FT | $5.00 |
| 625E23400 NO. 10 AWG POLE AND BRACKET CABLE | 7,512 FT | $2.50 |
| 625E24320 1-1/2" DUCT CABLE WITH THREE NO. 4 AWG 2400 VOLT C | 19,057 FT | $15.00 |
| 625E25500 CONDUIT, 3", 725.04 | 115 FT | $63.00 |
| 625E25802 CONDUIT, CONCRETE ENCASED, 3" | 548 FT | $45.00 |
| 625E26253 LUMINAIRE, CONVENTIONAL, SOLID STATE (LED), AS PER | 19 EACH | $700 |
| 625E26253 LUMINAIRE, CONVENTIONAL, SOLID STATE (LED), AS PER | 19 EACH | $700 |
| 625E29002 TRENCH, 24" DEEP | 19,090 FT | $7.00 |
| 625E30700 PULL BOX, 725.08, 18" | 36 EACH | $2,100 |
| 625E30706 PULL BOX, 725.08, 24" | 4 EACH | $3,100 |
| 625E31510 PULL BOX REMOVED | 6 EACH | $495 |
| 625E32000 GROUND ROD | 38 EACH | $425 |
| 625E34001 POWER SERVICE, AS PER PLAN | 4 EACH | $15,000 |
| 625E36010 UNDERGROUND WARNING/MARKING TAPE | 19,090 FT | $1.90 |
| 625E40000 SPECIAL - MAINTAIN EXISTING LIGHTING | 1 LS | $53,000 |
| 625E75400 LIGHT POLE REMOVED | 4 EACH | $1,200 |
| 625E75500 LIGHT POLE FOUNDATION REMOVED | 4 EACH | $630 |
| 625E75507 LUMINAIRE REMOVED, AS PER PLAN | 4 EACH | $240 |
| 625E75510 POWER SERVICE REMOVED | 2 EACH | $4,900 |
| 625E75550 DISTRIBUTION CABLE REMOVED | 362 FT | $4.50 |
| 625E75551 DISTRIBUTION CABLE REMOVED, AS PER PLAN | 366 FT | $4.50 |
| 625E75800 DISCONNECT CIRCUIT | 2 EACH | $175 |
| 625E76000 ARC FLASH CALCULATIONS AND LABEL: AT CC | 4 EACH | $1,100 |
| 620E00500 DELINEATOR, POST GROUND MOUNTED | 364 EACH | $52.00 |
| 621E00100 RPM | 608 EACH | $38.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 396 EACH | $34.56 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BI-DIRECTIONAL | 205 EACH | $11.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, ONE WAY | 419 EACH | $10.00 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 462 FT | $9.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 696 FT | $10.50 |
| 630E04100 GROUND MOUNTED SUPPORT, NO. 4 POST | 626.6 FT | $14.50 |
| 630E06500 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W6X9 | 228.9 FT | $23.00 |
| 630E07500 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W10X22 | 92 FT | $45.00 |
| 630E07600 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W10X12 | 203.3 FT | $28.00 |
| 630E08000 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W12X30 | 540.2 FT | $59.00 |
| 630E08004 ONE WAY SUPPORT, NO. 3 POST | 207 FT | $14.00 |
| 630E08600 SIGN POST REFLECTOR | 49 EACH | $28.00 |
| 630E09000 BREAKAWAY STRUCTURAL BEAM CONNECTION | 26 EACH | $750 |
| 630E80100 SIGN, FLAT SHEET | 1,077.8 SF | $14.50 |
| 630E80200 SIGN, GROUND MOUNTED EXTRUSHEET | 2,984 SF | $20.00 |
| 630E84500 GROUND MOUNTED STRUCTURAL BEAM SUPPORT FOUNDATION | 46 EACH | $1,850 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 89 EACH | $15.00 |
| 630E85400 REMOVAL OF GROUND MOUNTED MAJOR SIGN AND DISPOSAL | 2 EACH | $150 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 111 EACH | $20.00 |
| 630E86102 REMOVAL OF GROUND MOUNTED STRUCTURAL BEAM SUPPORT | 2 EACH | $250 |
| 630E86292 REMOVAL OF GROUND MOUNTED WOODEN BOX BEAM SUPPORT | 3 EACH | $250 |
| 630E87400 REMOVAL OF OVERHEAD MOUNTED SIGN AND DISPOSAL | 1 EACH | $400 |
| 630E89702 REMOVAL OF OVERHEAD SIGN SUPPORT AND DISPOSAL | 1 EACH | $3,000 |
| 642E30000 REMOVAL OF PAVEMENT MARKING | 52,309 FT | $0.25 |
| 644E00104 EDGE LINE, 6" | 1.5 MILE | $5,250 |
| 644E00300 CENTER LINE | 0.76 MILE | $9,165 |
| 644E00500 STOP LINE | 154 FT | $9.30 |
| 644E00720 CHEVRON MARKING | 784 FT | $9.30 |
| 644E00900 ISLAND MARKING | 88 SF | $3.50 |
| 644E01360 WRONG WAY ARROW | 4 EACH | $180 |
| 807E14010 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, EDG | 24.63 MILE | $5,250 |
| 807E14110 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, LAN | 10.02 MILE | $2,493 |
| 807E14310 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, CHA | 5,430 FT | $2.90 |
| 807E14410 WET REFLECTIVE THERMOPLASTIC PAVEMENT MARKING, DOT | 6,940 FT | $1.00 |
| 850E10010 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $1,765 |
| 850E10110 GROOVING FOR 6" RECESSED PAVEMENT MARKING | — | $1.25 |
| 850E10130 GROOVING FOR 12" RECESSED PAVEMENT MARKING | — | $1.50 |
| 625E25408 CONDUIT, 2", 725.051 | 148 FT | $23.00 |
| 625E29100 TRENCH, 36" DEEP | 148 FT | $24.00 |
| 625E30700 PULL BOX, 725.08, 18" | 2 EACH | $2,300 |
| 625E32000 GROUND ROD | 1 EACH | $425 |
| 632E67190 POWER CABLE, 1 CONDUCTOR, NO. 8 AWG | 173 FT | $16.00 |
| 632E69200 POWER CABLE, 2 CONDUCTOR, NO. 4 AWG | 173 FT | $19.00 |
| 632E70001 POWER SERVICE, AS PER PLAN | 1 EACH | $15,000 |
| 410E12000 TRAFFIC COMPACTED SURFACE, TYPE A OR B | 681 CY | $225 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 360 HOUR | $120 |
| 614E11630 INCREASED BARRIER DELINEATION | 12,822 FT | $0.85 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $4,000 |
| 614E12420 DETOUR SIGNING, PLEASANT HILL ROAD | 1 LS | $64,000 |
| 614E12420 DETOUR SIGNING, PLEASANTON ROAD | 1 LS | $48,000 |
| 614E12500 REPLACEMENT SIGN | 28 EACH | $590 |
| 614E12600 REPLACEMENT DRUM | 400 EACH | $80.00 |
| 614E12756 WORK ZONE CROSSOVER LIGHTING SYSTEM | 1 EACH | $82,000 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 106 CY | $360 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 ONE-WAY | 34 EACH | $10.00 |
| 614E13314 BARRIER REFLECTOR, TYPE 3 ONE-WAY | 265 EACH | $22.00 |
| 614E13350 OBJECT MARKER, ONE WAY | 556 EACH | $22.00 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 144 SNMT | $800 |
| 614E20110 WORK ZONE LANE LINE, CLASS I, 6", 642 PAINT | 18 MILE | $930 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 8.23 MILE | $970 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 108.3 MILE | $825 |
| 614E23210 WORK ZONE CHANNELIZING LINE, CLASS I, 12", 642 PAI | 28,175 FT | $0.65 |
| 614E24202 WORK ZONE DOTTED LINE, CLASS I, 6", 642 PAINT | 27,242 FT | $1.00 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 570 FT | $15.00 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $85,000 |
| 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A | 1,412 SY | $55.00 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 15,341 FT | $21.00 |
| 622E41110 PORTABLE BARRIER, ANCHORED | 300 FT | $100 |
| 503E21100 UNCLASSIFIED EXCAVATION | 290 CY | $95.00 |
| 503E31120 SHALE EXCAVATION | 115 CY | $95.00 |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $20,000 |
| 507E00300 STEEL PILES HP14X73, FURNISHED | 1,040 FT | $90.00 |
| 507E00350 STEEL PILES HP14X73, DRIVEN | 910 FT | $25.00 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 159,194 LB | $2.00 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 9,267 FT | $3.00 |
| 511E33500 SEMI-INTEGRAL DIAPHRAGM GUIDE | 2 EACH | $4,000 |
| 511E34447 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK, AS PER | 311 CY | $1,300 |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 96 CY | $900 |
| 511E41012 CLASS QC1 CONCRETE WITH QC/QA, PIER ABOVE FOOTINGS | 31 CY | $2,400 |
| 511E44112 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT NOT INCLUD | 192 CY | $1,300 |
| 511E46512 CLASS QC1 CONCRETE WITH QC/QA, FOOTING | 277 CY | $1,000 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 1,080 SY | $27.00 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 1,074 SY | $17.00 |
| 512E33000 TYPE 2 WATERPROOFING | 23 SY | $50.00 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 3,660 EACH | $7.00 |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 20,600 SF | $10.00 |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 20,600 SF | $4.25 |
| 514E10000 FINAL INSPECTION REPAIR | 20 EACH | $1.00 |
| 516E10010 ARMORLESS PREFORMED JOINT SEAL | 68 FT | $80.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 18 SF | $16.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 79 SF | $20.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 112 FT | $75.00 |
| 516E44201 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 5 EACH | $3,700 |
| 516E44401 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 10 EACH | $4,700 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 197 CY | $130 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 195 FT | $20.00 |
| 518E40011 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 40 FT | $75.00 |
| 526E30010 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 223 SY | $400 |
| 526E90030 TYPE C INSTALLATION | 68 FT | $450 |
| 601E34200 ROCK CHANNEL PROTECTION, TYPE C WITHOUT FILTER | 133 CY | $160 |
| 203E10000 EXCAVATION | 1,804 CY | $13.00 |
| 203E35120 GRANULAR MATERIAL, TYPE C | 1,804 CY | $140 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $135,000 |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $40,000 |
| 507E00300 STEEL PILES HP14X73, FURNISHED | 1,335 FT | $90.00 |
| 507E00350 STEEL PILES HP14X73, DRIVEN | 1,145 FT | $25.00 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 165,848 LB | $2.00 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 7,801 FT | $3.00 |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 82 CY | $900 |
| 511E41012 CLASS QC1 CONCRETE WITH QC/QA, PIER ABOVE FOOTINGS | 65 CY | $1,900 |
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 174 CY | $1,200 |
| 511E46512 CLASS QC1 CONCRETE WITH QC/QA, FOOTING | 42 CY | $1,000 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 1,366 SY | $21.93 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 1,568 SY | $17.00 |
| 515E20000 INTERMEDIATE DIAPHRAGMS | 30 EACH | $4,000 |
| 516E10010 ARMORLESS PREFORMED JOINT SEAL | 98 FT | $80.00 |
| 516E13200 1/2" PREFORMED EXPANSION JOINT FILLER | 104 SF | $10.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 104 SF | $16.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 79 SF | $20.00 |
| 516E14014 INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 141 FT | $75.00 |
| 516E44001 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 12 EACH | $4,700 |
| 516E44200 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 12 EACH | $3,700 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 116 CY | $130 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 157 FT | $20.00 |
| 518E40001 6" PERFORATED CORRUGATED PLASTIC PIPE, AS PER PLAN | 340 FT | $20.00 |
| 518E40011 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 80 FT | $50.00 |
| 526E25010 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 250 SY | $400 |
| 526E90030 TYPE C INSTALLATION | 98 FT | $450 |
| 601E34200 ROCK CHANNEL PROTECTION, TYPE C WITHOUT FILTER | 389 CY | $160 |
| 100E51200 DEPARTMENT'S SHARE OF THE DISPUTE RESOLUTION ADVIS | 115,000 EACH | $1.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $300,000 |
| 108E10000 CPM PROGRESS SCHEDULE | 1 LS | $10,000 |
| 111E10100 SPECIAL - DEPARTMENTS SHARE FACILITATED PARTNERING | 12,250 EACH | $1.00 |
| 619E16020 FIELD OFFICE, TYPE C | 54 MNTH | $2,800 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 203E10000 EXCAVATION | 1,615,644 CY | $8.76 | $14.2M | 23% |
| 302E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 21,821 CY | $186.75 | $4.08M | 7% |
| 203E20000 EMBANKMENT | 1,927,050 CY | $2 | $3.85M | 6% |
| 624E10000 MOBILIZATION | 1 LS | $3,060,000 | $3.06M | 5% |
| 304E20000 AGGREGATE BASE | 27,349 CY | $95 | $2.60M | 4% |
| 442E10300 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 8,848 CY | $240 | $2.12M | 3% |
| 203E35001 GRANULAR EMBANKMENT, AS PER PLAN | 17,434 CY | $100 | $1.74M | 3% |
| 442E10080 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 7,549 CY | $207 | $1.56M | 3% |
| 515E15120 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 12 EACH | $125,000 | $1.50M | 2% |
| 513E10280 STRUCTURAL STEEL MEMBERS, LEVEL 4 | 522,869 LB | $2.5 | $1.31M | 2% |