Mah-IR 680-00.68/03.73
Mahoning County · est $4.4M
Bid dateThursday, October 28—
Mahoning County · est $4.4M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 10.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 209 more items below.
| Item | Quantity | R1J D Williamson Construction CO INC | R2Shelly & Sands INC | % of bid |
|---|---|---|---|---|
| 513E10241 STRUCTURAL STEEL MEMBERS, LEVEL 2, AS PER PLAN | 345,400 LB | $2.12 | $1.98 | 26% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $275,000 | $141,340 | 10% |
| 511E21523 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE, AS | 370 CY | $575 | $790 | 7% |
| 511E21522 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 357 CY | $535 | $790 | 7% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $170,000 | $132,000 | 6% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 99,817 LB | $1.36 | $1.48 | 5% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 98,034 LB | $1.30 | $1.39 | 4% |
| 526E30011 |
| Item | Quantity | R1J D Williamson Construction CO INC | R2Shelly & Sands INC |
|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $20,000 | $11,500 |
| 202E20010 HEADWALL REMOVED | 1 EACH | $800 | $270 |
| 202E23000 PAVEMENT REMOVED | 1,903 SY | $18.00 | $6.50 |
| 202E30000 WALK REMOVED | 2,400 SF | $1.25 | $0.75 |
| 202E30700 CONCRETE BARRIER REMOVED | 174 FT | $17.00 | $29.00 |
| 202E32000 CURB REMOVED | 467 FT | $6.00 | $1.20 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 244 FT | $13.00 |
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 →
| 309 SY |
| $375 |
| $350 |
| 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $100,000 | $150,000 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100,000 | 3% |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 686 SF | $140 | $142 | 3% |
| 607E39930 VANDAL PROTECTION FENCE, 12' CURVED, COATED FABRIC | 555 FT | $165 | $125 | 3% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 427 CY | $180 | $176 | 3% |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 99 CY | $715 | $312 | 2% |
| 638E98600 WATER WORK, MISC.: 2" PIPE INSULATION WITH 20 GA. | 293 FT | $240 | $97.00 | 2% |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 83 SNMT | $800 | $750 | 2% |
| 638E01200 8" WATER MAIN DUCTILE IRON PIPE ANSI CLASS 52, PUS | 485 FT | $135 | $114 | 2% |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 800 HOUR | $69.50 | $72.00 | 2% |
| 622E10160 CONCRETE BARRIER, SINGLE SLOPE, TYPE D | 469 FT | $115 | $118 | 2% |
| 517E74501 RAILING, CONCRETE, AS PER PLAN | 459 FT | $115 | $154 | 2% |
| $27.00 |
| 202E38000 GUARDRAIL REMOVED | 676 FT | $2.00 | $1.80 |
| 202E53100 MAILBOX REMOVED | 4 EACH | $25.00 | $50.00 |
| 202E58101 CATCH BASIN REMOVED, AS PER PLAN | 1 EACH | $400 | $540 |
| 202E75000 FENCE REMOVED | 253 FT | $2.00 | $5.00 |
| 203E10000 EXCAVATION | 534 CY | $19.25 | $24.00 |
| 203E20000 EMBANKMENT | 204 CY | $16.00 | $20.00 |
| 204E10000 SUBGRADE COMPACTION | 2,759 SY | $3.85 | $5.25 |
| 204E13000 EXCAVATION OF SUBGRADE | 20 CY | $30.00 | $18.50 |
| 204E30010 GRANULAR MATERIAL, TYPE B | 20 CY | $70.00 | $69.00 |
| 204E50000 GEOTEXTILE FABRIC | 50 SY | $2.00 | $1.30 |
| 606E15050 GUARDRAIL, TYPE MGS | 412.5 FT | $24.00 | $22.00 |
| 606E20050 ROUNDED END SECTION | 2 EACH | $70.00 | $75.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, MASH 2016 | 2 EACH | $3,125 | $2,300 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 3 EACH | $1,300 | $1,500 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 5 EACH | $2,700 | $2,250 |
| 606E35102 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 1 EACH | $500 | $2,200 |
| 607E15000 FENCE, TYPE 47 | 75 FT | $30.00 | $25.00 |
| 607E20000 FENCE, TYPE CL | 185 FT | $35.00 | $32.00 |
| 607E70000 FENCELINE SEEDING AND MULCHING | 260 FT | $2.00 | $2.00 |
| 608E10000 4" CONCRETE WALK | 2,156 SF | $7.50 | $8.00 |
| 608E52000 CURB RAMP | 230 SF | $16.00 | $22.00 |
| 622E25000 CONCRETE BARRIER END SECTION, TYPE D | 2 EACH | $4,900 | $4,600 |
| 622E25050 CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE | 2 EACH | $5,000 | $5,500 |
| 623E38500 MONUMENT ASSEMBLY | 2 EACH | $665 | $1,900 |
| 690E50000 SPECIAL - MAILBOX SUPPORT | 4 EACH | $125 | $150 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 2 SY | $275 | $190 |
| 601E21060 TIED CONCRETE BLOCK MAT WITH TYPE 2 UNDERLAYMENT | 10 SY | $75.00 | $110 |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 1 CY | $250 | $550 |
| 659E00100 SOIL ANALYSIS TEST | 4 EACH | $50.00 | $146 |
| 659E00300 TOPSOIL | 199 CY | $60.00 | $28.00 |
| 659E10000 SEEDING AND MULCHING | 1,792 SY | $0.90 | $1.51 |
| 659E14000 REPAIR SEEDING AND MULCHING | 89 SY | $2.00 | $0.69 |
| 659E20000 COMMERCIAL FERTILIZER | 0.24 TON | $1,000 | $710 |
| 659E31000 LIME | 0.37 ACRE | $30.00 | $154 |
| 659E35000 WATER | 10 MGAL | $2.00 | $1.00 |
| 832E30000 EROSION CONTROL | 20,000 EACH | $1.00 | $1.00 |
| 602E20000 CONCRETE MASONRY | 1 CY | $2,140 | $1,810 |
| 605E05200 4" UNCLASSIFIED PIPE UNDERDRAINS | 100 FT | $6.00 | $17.00 |
| 605E14000 6" BASE PIPE UNDERDRAINS | 258 FT | $14.00 | $15.00 |
| 605E31100 AGGREGATE DRAINS | 40 FT | $12.50 | $19.00 |
| 611E00406 4" CONDUIT, TYPE F | 30 FT | $10.00 | $21.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 14 FT | $25.00 | $33.00 |
| 611E00900 6" CONDUIT, TYPE B | 50 FT | $10.00 | $15.00 |
| 611E01100 6" CONDUIT, TYPE C | 50 FT | $10.00 | $15.00 |
| 611E01400 6" CONDUIT, TYPE E | 50 FT | $10.00 | $15.00 |
| 611E01500 6" CONDUIT, TYPE F | 50 FT | $10.00 | $15.00 |
| 611E04400 12" CONDUIT, TYPE B | 39 FT | $80.00 | $70.00 |
| 611E04900 12" CONDUIT, TYPE D | 31 FT | $52.00 | $80.00 |
| 611E05700 15" CONDUIT, TYPE A, 706.02 | 50 FT | $120 | $90.00 |
| 611E06100 15" CONDUIT, TYPE C | 282 FT | $55.00 | $85.00 |
| 611E98180 CATCH BASIN, NO. 3A | 1 EACH | $2,100 | $3,200 |
| 611E98181 CATCH BASIN, NO. 3A, AS PER PLAN | 1 EACH | $2,000 | $3,200 |
| 611E98470 CATCH BASIN, NO. 2-2B | 3 EACH | $1,400 | $2,800 |
| 611E99150 INLET ADJUSTED TO GRADE | 2 EACH | $350 | $1,250 |
| 611E99154 INLET RECONSTRUCTED TO GRADE | 2 EACH | $850 | $1,450 |
| 611E99574 MANHOLE, NO. 3 | 2 EACH | $2,250 | $3,850 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 1 EACH | $285 | $470 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 539 FT | $2.50 | $3.20 |
| 304E20001 AGGREGATE BASE, AS PER PLAN | 417 CY | $55.00 | $75.00 |
| 407E10000 TACK COAT | 336 GAL | $3.00 | $3.00 |
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 164 CY | $285 | $276 |
| 452E10050 6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC MS | 71 SY | $55.00 | $142 |
| 609E24510 CURB, TYPE 4-C | 45 FT | $30.00 | $65.00 |
| 609E26000 CURB, TYPE 6 | 383 FT | $28.00 | $47.00 |
| 638E06601 14" STEEL PIPE ENCASEMENT, OPEN CUT, AS PER PLAN | 20 FT | $300 | $272 |
| 638E10201 6" FIRE HYDRANT, AS PER PLAN | 1 EACH | $6,500 | $2,950 |
| 638E10301 FIRE HYDRANT EXTENDED AND ADJUSTED TO GRADE, AS PE | 2 EACH | $1,600 | $3,275 |
| 638E10481 FIRE HYDRANT REMOVED, AS PER PLAN | 1 EACH | $875 | $895 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 11 EACH | $215 | $870 |
| 638E10900 SERVICE BOX ADJUSTED TO GRADE | 2 EACH | $80.00 | $870 |
| 638E20880 SPECIAL - CUT AND PLUG EXISTING 8" WATER LINE (CIT | 2 EACH | $750 | $1,084 |
| 638E98000 WATER WORK, MISC.: 8" 45 DEGREE BEND WITH MEGA LUG | 8 EACH | $1,220 | $1,071 |
| 638E98000 WATER WORK, MISC.: ADJUSTABLE ROLL SUPPORTS | 24 EACH | $1,080 | $1,612 |
| 638E98000 WATER WORK, MISC.: EBAA EXPANSION JOINT | 2 EACH | $3,500 | $2,895 |
| 638E98600 WATER WORK, MISC.: REMOVAL 8" WATER MAIN | 456 FT | $18.50 | $31.00 |
| 611E00900 6" CONDUIT, TYPE B, 707.45 | 20 FT | $15.00 | $35.00 |
| 611E01100 6" CONDUIT, TYPE C, 707.45 | 55 FT | $20.00 | $45.00 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 2 EACH | $425 | $1,030 |
| 625E00450 CONNECTION, FUSED PULL APART | 10 EACH | $100 | $90.00 |
| 625E00460 CONNECTION, UNFUSED PULL APART | 6 EACH | $100 | $94.00 |
| 625E10490 LIGHT POLE, CONVENTIONAL, DESIGN AT12B33 | 1 EACH | $2,850 | $3,700 |
| 625E10490 LIGHT POLE, CONVENTIONAL, DESIGN AT8B33 | 2 EACH | $2,550 | $3,750 |
| 625E10614 LIGHT POLE ANCHOR BOLTS ON STRUCTURE | 4 EACH | $200 | $65.00 |
| 625E14000 LIGHT POLE FOUNDATION, 24" X 6' DEEP | 2 EACH | $1,250 | $2,500 |
| 625E23000 NO. 4 AWG 600 VOLT DISTRIBUTION CABLE | 1,407 FT | $3.60 | $3.20 |
| 625E23400 NO. 10 AWG POLE AND BRACKET CABLE | 254 FT | $1.50 | $1.50 |
| 625E24320 1-1/2" DUCT CABLE WITH THREE NO. 4 AWG 2400 VOLT C | 210 FT | $10.00 | $10.00 |
| 625E25400 CONDUIT, 2", 725.04 | 419 FT | $22.50 | $32.00 |
| 625E26253 LUMINAIRE, CONVENTIONAL, SOLID STATE (LED), AS PER | 3 EACH | $510 | $620 |
| 625E29000 TRENCH | 391 FT | $6.15 | $14.00 |
| 625E29400 TRENCH IN PAVED AREA | 21 FT | $60.00 | $21.00 |
| 625E29900 JUNCTION BOX | 1 EACH | $2,550 | $2,100 |
| 625E30700 PULL BOX, 725.08, 18" | 2 EACH | $1,025 | $950 |
| 625E32000 GROUND ROD | 2 EACH | $230 | $265 |
| 625E33000 STRUCTURE GROUNDING SYSTEM | 1 EACH | $6,150 | $7,900 |
| 625E34001 POWER SERVICE, AS PER PLAN | 1 EACH | $6,150 | $7,900 |
| 625E36011 UNDERGROUND WARNING/MARKING TAPE, AS PER PLAN | 412 FT | $0.25 | $0.80 |
| 625E40000 SPECIAL - MAINTAIN EXISTING LIGHTING | 1 LS | $1,025 | $4,500 |
| 625E40010 SPECIAL - REPLACEMENT OF EXISTING LIGHTING UNIT | 2 EACH | $510 | $675 |
| 625E75401 LIGHT POLE REMOVED, AS PER PLAN | 4 EACH | $155 | $250 |
| 625E76000 ARC FLASH CALCULATIONS AND LABEL (CC-A) | 1 EACH | $825 | $2,400 |
| 626E00102 BARRIER REFLECTOR, TYPE 1, (ONE WAY) | 7 EACH | $8.25 | $8.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, (BIDIRECTIONAL) | 8 EACH | $10.00 | $9.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, (ONE WAY) | 6 EACH | $10.00 | $10.00 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 57 FT | $9.25 | $7.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 114 FT | $11.30 | $7.00 |
| 630E04100 GROUND MOUNTED SUPPORT, NO. 4 POST | 34 FT | $12.35 | $8.00 |
| 630E08600 SIGN POST REFLECTOR | 2 EACH | $55.00 | $59.00 |
| 630E80100 SIGN, FLAT SHEET | 82.2 SF | $14.50 | $19.00 |
| 630E80100 SIGN, FLAT SHEET, 730.20 | 4 SF | $12.35 | $54.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 10 EACH | $20.50 | $33.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 1 EACH | $75.00 | $81.00 |
| 630E85400 REMOVAL OF GROUND MOUNTED MAJOR SIGN AND DISPOSAL | 1 EACH | $200 | $162 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 8 EACH | $30.00 | $41.00 |
| 630E86102 REMOVAL OF GROUND MOUNTED STRUCTURAL BEAM SUPPORT | 2 EACH | $160 | $500 |
| 630E87100 REMOVAL OF OVERHEAD MOUNTED SIGN AND REERECTION | 1 EACH | $310 | $323 |
| 630E87500 REMOVAL OF POLE MOUNTED SIGN AND DISPOSAL | 1 EACH | $20.00 | $81.00 |
| 630E89100 REMOVAL OF OVERHEAD SIGN SUPPORT AND REERECTION, T | 1 EACH | $4,325 | $2,500 |
| 642E30000 REMOVAL OF PAVEMENT MARKING | 681 FT | $3.00 | $2.90 |
| 646E10010 EDGE LINE, 6" | 0.5 MILE | $7,625 | $7,400 |
| 646E10200 CENTER LINE | 0.34 MILE | $7,825 | $7,600 |
| 646E10300 CHANNELIZING LINE, 8" | 104 FT | $2.55 | $2.50 |
| 646E10400 STOP LINE | 11 FT | $15.40 | $15.00 |
| 646E10500 CROSSWALK LINE | 139 FT | $8.75 | $8.50 |
| 646E10600 TRANSVERSE/DIAGONAL LINE | 299 FT | $13.40 | $13.00 |
| 646E10800 ISLAND MARKING | 40 SF | $11.35 | $11.00 |
| 646E20300 LANE ARROW | 2 EACH | $205 | $200 |
| 646E20504 DOTTED LINE, 6" | 104 FT | $10.25 | $10.00 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,050 | $2,100 |
| 614E12420 DETOUR SIGNING | 1 LS | $23,000 | $18,000 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 10 CY | $175 | $250 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, (ONE WAY) | 60 EACH | $8.25 | $7.00 |
| 614E13350 OBJECT MARKER, ONE WAY | 60 EACH | $12.50 | $18.00 |
| 616E10000 WATER | 2 MGAL | $5.00 | $80.00 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 2,740 FT | $12.00 | $17.00 |
| 202E22900 APPROACH SLAB REMOVED | 144 SY | $26.00 | $23.00 |
| 202E23500 WEARING COURSE REMOVED | 1,068 SY | $13.00 | $7.00 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $25,000 | $6,000 |
| 509E20001 REINFORCING STEEL, REPLACEMENT OF EXISTING REINFOR | 129 LB | $2.00 | $2.35 |
| 509E30020 NO. 4 GFRP DEFORMED BARS | 9,979 FT | $1.45 | $1.50 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 274 EACH | $20.00 | $30.00 |
| 511E33501 SEMI-INTEGRAL DIAPHRAGM GUIDE, AS PER PLAN | 2 EACH | $2,000 | $2,900 |
| 511E42510 CLASS QC1 CONCRETE, PIER CAP | 6 CY | $3,000 | $5,700 |
| 511E44111 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 29 CY | $650 | $1,850 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 958 SY | $20.00 | $23.00 |
| 513E10201 STRUCTURAL STEEL MEMBERS, LEVEL UF, AS PER PLAN | 6,700 LB | $7.50 | $7.00 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 2,940 EACH | $4.50 | $3.60 |
| 514E00056 FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME | 686 SF | $50.00 | $51.00 |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 1,763 SF | $10.00 | $10.10 |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 1,763 SF | $10.00 | $10.10 |
| 514E00504 GRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTUR | 8 MNHR | $200 | $223 |
| 514E10000 FINAL INSPECTION REPAIR | 7 EACH | $200 | $203 |
| 516E10010 ARMORLESS PREFORMED JOINT SEAL | 70 FT | $32.00 | $56.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 17 SF | $6.00 | $11.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 114 SF | $7.50 | $9.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 125 FT | $36.00 | $34.00 |
| 516E42600 ELASTOMERIC BEARING PAD, MISC.: 2" ELASTOMERIC STR | 16 FT | $340 | $353 |
| 516E44100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 15 EACH | $1,240 | $1,750 |
| 516E44200 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 10 EACH | $1,600 | $1,750 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $45,000 | $37,000 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 33 CY | $80.00 | $90.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 80 FT | $18.00 | $4.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 83 FT | $18.00 | $12.00 |
| 526E15010 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 154 SY | $290 | $339 |
| 526E90030 TYPE C INSTALLATION | 70 FT | $135 | $229 |
| 607E39900 VANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRI | 460 FT | $89.00 | $75.00 |
| 530E00600 SPECIAL - STRUCTURES, REMOVAL OF ASBESTOS CONTAINI | 88 SF | $60.00 | $53.00 |
| 202E22900 APPROACH SLAB REMOVED | 271 SY | $26.00 | $16.00 |
| 202E23500 WEARING COURSE REMOVED | 919 SY | $9.00 | $7.50 |
| 203E10000 EXCAVATION | 201 CY | $19.50 | $27.00 |
| 204E30010 GRANULAR MATERIAL, TYPE B | 17 CY | $80.00 | $88.00 |
| 204E50001 GEOTEXTILE FABRIC, AS PER PLAN | 350 SY | $3.00 | $0.66 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $24,500 | $2,300 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 346 EACH | $20.00 | $25.00 |
| 511E33501 SEMI-INTEGRAL DIAPHRAGM GUIDE, AS PER PLAN | 2 EACH | $2,800 | $2,970 |
| 511E42510 CLASS QC1 CONCRETE, PIER CAP | 40 CY | $1,000 | $780 |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 10 CY | $840 | $2,440 |
| 511E51512 CLASS QC2 CONCRETE WITH QC/QA, SIDEWALK | 76 CY | $340 | $564 |
| 511E53012 CLASS QC2 CONCRETE, MISC.: RETAINING WALLS | 16 CY | $930 | $1,700 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 356 SY | $10.00 | $8.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 1,465 SY | $20.00 | $23.00 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 3,582 EACH | $4.75 | $3.60 |
| 516E10010 ARMORLESS PREFORMED JOINT SEAL | 67 FT | $34.00 | $58.00 |
| 516E12310 SIDEWALK COVER PLATE | 396 LB | $24.00 | $29.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 122 SF | $6.00 | $9.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 71 SF | $7.50 | $10.00 |
| 516E14000 PREFORMED EXPANSION JOINT FILLER, MISC.: 4" THICK | 52 SF | $15.00 | $12.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 177 FT | $35.00 | $32.00 |
| 516E44200 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 6 EACH | $1,850 | $1,690 |
| 516E44200 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 6 EACH | $1,975 | $1,690 |
| 516E44200 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 6 EACH | $1,325 | $2,600 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 33 CY | $81.00 | $89.00 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 198 SF | $95.00 | $105 |
| 526E90020 TYPE B INSTALLATION | 58 SY | $110 | $40.00 |
| 526E90030 TYPE C INSTALLATION | 67 FT | $145 | $230 |
| 690E98400 SPECIAL - DOMINION ENERGY OHIO STABILIZERS AND SUP | 1 LS | $10,000 | $22,000 |
| 840E23000 SELECT GRANULAR BACKFILL | 184 CY | $90.00 | $170 |
| 863E00300 GEOGRID, TYPE P3 | 987 SY | $5.00 | $2.20 |
| 530E00600 SPECIAL - STRUCTURES, REMOVAL OF ASBESTOS CONTAINI | 35 SF | $50.00 | $105 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $40,000 | $23,000 |
| 619E16010 FIELD OFFICE, TYPE B | 9 MNTH | $2,000 | $2,700 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $40,000 | $45,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 513E10241 STRUCTURAL STEEL MEMBERS, LEVEL 2, AS PER PLAN | 345,400 LB | $2.12 | $732k | 17% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $275,000 | $275k | 6% |
| 511E21523 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE, AS | 370 CY | $575 | $213k | 5% |
| 511E21522 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 357 CY | $535 | $191k | 4% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $170,000 | $170k | 4% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 99,817 LB | $1.36 | $136k | 3% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 98,034 LB | $1.3 | $127k | 3% |
| 526E30011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 309 SY | $375 | $116k | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $100,000 | $100k | 2% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 2% |