Col-SR 7-26.34
Columbiana County · est $2.7M
Bid dateThursday, February 27—
Columbiana County · est $2.7M
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 · 94 more items below.
| Item | Quantity | R1A P O'horo Company | R2Marucci & Gaffney Excavating CO | R3J D Williamson Construction CO INC | R4Beaver Excavating Company | % of bid |
|---|---|---|---|---|---|---|
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 613 CY | $400 | $690 | $625 | $720 | 13% |
| 513E10280 STRUCTURAL STEEL MEMBERS, LEVEL 4 | 136,000 LB | $1.70 | $1.72 | $2.04 | $1.99 | 13% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $185,000 | $155,000 | $183,000 | $200,000 | 10% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 146,394 LB | $1.10 | $1.47 | $1.34 |
| Item | Quantity | R1A P O'horo Company | R2Marucci & Gaffney Excavating CO | R3J D Williamson Construction CO INC | R4Beaver Excavating Company |
|---|---|---|---|---|---|
| 202E23000 PAVEMENT REMOVED | 904 SY | $16.00 | $5.00 | $19.00 | $15.00 |
| 202E32000 CURB REMOVED | 68 FT | $4.00 | $2.00 | $3.50 | $5.00 |
| 202E38000 GUARDRAIL REMOVED | 1,087 FT | $1.40 | $1.40 | $1.40 | $1.40 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 1 EACH | $95.00 | $95.00 | $100 |
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 →
| $1.38 |
| 9% |
| 511E34447 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK, AS PER | 191 CY | $700 | $700 | $900 | $1,030 | 7% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100,000 | $100,000 | $100,000 | 5% |
| 203E98000 ROADWAY, MISC.:EPS GEOFOAM FILL | 825 CY | $110 | $140 | $125 | $150 | 5% |
| 507E00360 STEEL PILES HP14X89, FURNISHED | 1,380 FT | $55.00 | $55.00 | $45.00 | $40.00 | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $75,000 | $100,000 | $90,000 | $90,000 | 4% |
| 526E30001 REINFORCED CONCRETE APPROACH SLABS (T=17"), AS PER | 316 SY | $225 | $195 | $320 | $330 | 4% |
| 507E00750 16" CAST-IN-PLACE REINFORCED CONCRETE PILES, FURNI | 1,030 FT | $65.00 | $80.00 | $52.00 | $68.00 | 4% |
| 203E20001 EMBANKMENT, AS PER PLAN | 5,489 CY | $12.00 | $13.00 | $19.00 | $11.00 | 4% |
| 203E10000 EXCAVATION | 6,595 CY | $9.00 | $11.00 | $15.50 | $4.00 | 3% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $50,000 | $70,000 | $50,000 | $100,000 | 3% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 295 CY | $161 | $161 | $165 | $159 | 3% |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $45,000 | $60,000 | $26,000 | $40,000 | 2% |
| 867E00100 TEMPORARY WIRE FACED MECHANICALLY STABILIZED EARTH | 1 LS | $40,000 | $22,400 | $15,000 | $25,000 | 2% |
| 625E25601 CONDUIT, 4", 725.04, AS PER PLAN | 862 FT | $45.00 | $46.00 | $8.00 | $67.00 | 2% |
| 203E20000 EMBANKMENT | 5,962 CY | $6.00 | $11.00 | $18.75 | $9.00 | 2% |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 51 CY | $560 | $485 | $700 | $590 | 2% |
| $95.00 |
| 204E10000 SUBGRADE COMPACTION | 2,142 SY | $1.50 | $1.00 | $3.75 | $2.00 |
| 204E45000 PROOF ROLLING | 1 HOUR | $225 | $90.00 | $160 | $300 |
| 606E15050 GUARDRAIL, TYPE MGS | 1,062.5 FT | $16.40 | $16.40 | $17.00 | $16.40 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $980 | $980 | $1,025 | $980 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $2,030 | $2,030 | $2,125 | $2,030 |
| 690E50350 SPECIAL - MAILBOX REMOVED AND RESET | 2 EACH | $165 | $165 | $165 | $200 |
| 601E21050 TIED CONCRETE BLOCK MAT, TYPE 1 | 8 SY | $125 | $200 | $135 | $102 |
| 601E21060 TIED CONCRETE BLOCK MAT, TYPE 2 | 126 SY | $45.00 | $55.00 | $60.00 | $50.00 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $20.00 | $10.00 | $100 | $35.00 |
| 659E00300 TOPSOIL | 691 CY | $8.00 | $20.00 | $25.00 | $11.29 |
| 659E10000 SEEDING AND MULCHING | 6,199 SY | $1.25 | $0.60 | $1.00 | $0.67 |
| 659E14000 REPAIR SEEDING AND MULCHING | 311 SY | $0.40 | $0.20 | $1.00 | $0.83 |
| 659E15000 INTER-SEEDING | 311 SY | $0.20 | $0.20 | $1.00 | $0.85 |
| 659E20000 COMMERCIAL FERTILIZER | 0.87 TON | $400 | $200 | $625 | $326 |
| 659E31000 LIME | 1.29 ACRE | $100 | $10.00 | $70.00 | $125 |
| 659E35000 WATER | 35 MGAL | $1.00 | $0.50 | $1.00 | $6.00 |
| 670E00500 SLOPE EROSION PROTECTION | 724 SY | $2.00 | $2.50 | $2.60 | $2.00 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $12,000 | $10,000 | $5,000 | $1,275 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $500 | $5,000 | $12,000 | $1,295 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $8,000 | $5,000 | $10,000 | $11,000 |
| 832E30000 EROSION CONTROL | 25,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 605E11110 6" SHALLOW PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 668 FT | $12.00 | $9.00 | $11.00 | $14.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 43 FT | $15.00 | $15.00 | $18.00 | $50.00 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 4 EACH | $150 | $100 | $280 | $360 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1 1/4" | 796 SY | $7.00 | $7.00 | $7.25 | $4.86 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, VARIABLE DEPTH | 528 SY | $7.00 | $7.00 | $7.25 | $5.50 |
| 304E20000 AGGREGATE BASE | 358 CY | $60.00 | $69.00 | $66.00 | $60.00 |
| 407E10000 TACK COAT | 361 GAL | $3.00 | $3.00 | $3.00 | $2.50 |
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 107 CY | $220 | $220 | $225 | $372 |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (111 CY | $170 | $170 | $175 | $310 |
| 609E24510 CURB, TYPE 4-C | 88 FT | $30.00 | $20.00 | $35.00 | $40.00 |
| 621E00100 RPM | 8 EACH | $375 | $450 | $650 | $375 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 8 EACH | $16.00 | $1.00 | $20.00 | $24.00 |
| 626E00102 BARRIER REFLECTOR, TYPE 1, (BI-DIRECTIONAL) | 4 EACH | $7.55 | $10.00 | $15.00 | $7.55 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, (BI-DIRECTIONAL) | 16 EACH | $8.00 | $8.00 | $15.00 | $8.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 22 FT | $20.00 | $20.00 | $20.00 | $20.00 |
| 630E80100 SIGN, FLAT SHEET | 2 SF | $35.00 | $35.00 | $36.00 | $81.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 4 EACH | $10.00 | $10.00 | $10.00 | $35.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 4 EACH | $10.00 | $10.00 | $10.00 | $10.00 |
| 646E10010 EDGE LINE, 6" | 0.38 MILE | $8,735 | $10,000 | $10,000 | $10,000 |
| 646E10200 CENTER LINE | 0.19 MILE | $9,155 | $15,000 | $15,500 | $15,000 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 80 HOUR | $65.00 | $55.00 | $65.00 | $65.00 |
| 614E11630 INCREASED BARRIER DELINEATION | 920 FT | $1.25 | $2.50 | $2.25 | $1.25 |
| 614E12338 WORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) | 4 EACH | $2,000 | $2,000 | $2,000 | $1,940 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 15 CY | $75.00 | $70.00 | $175 | $240 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (BIDIRECTIONAL) | 29 EACH | $14.00 | $25.00 | $10.00 | $27.75 |
| 614E13312 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 13 EACH | $14.00 | $25.00 | $15.00 | $42.50 |
| 614E13360 OBJECT MARKER, TWO WAY | 42 EACH | $12.00 | $15.00 | $20.00 | $21.00 |
| 614E18002 MAINTAINING TRAFFIC, MISC.: TEMPORARY SHORING | 1 LS | $500 | $5,000 | $3,500 | $30,000 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 12 SNMT | $300 | $1,200 | $950 | $2,500 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 0.19 MILE | $7,075 | $3,000 | $3,800 | $7,075 |
| 614E21200 WORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I | 0.18 MILE | $13,150 | $10,000 | $8,900 | $13,150 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 0.37 MILE | $3,625 | $3,000 | $3,600 | $3,625 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 0.66 MILE | $7,850 | $10,000 | $4,900 | $7,850 |
| 614E26400 WORK ZONE STOP LINE, CLASS I, 740.06, TYPE I | 26 FT | $12.50 | $10.00 | $4.00 | $12.50 |
| 615E20001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A, AS PER | 502 SY | $55.00 | $30.00 | $53.00 | $92.00 |
| 616E10000 WATER | 50 MGAL | $5.00 | $0.10 | $5.00 | $35.00 |
| 622E41000 PORTABLE BARRIER, 32" | 920 FT | $7.50 | $15.00 | $12.00 | $9.00 |
| 622E41020 PORTABLE BARRIER, 32", BRIDGE MOUNTED | 395 FT | $13.00 | $15.00 | $20.00 | $22.00 |
| 202E22900 APPROACH SLAB REMOVED | 98 SY | $22.00 | $10.00 | $35.00 | $45.00 |
| 202E23500 WEARING COURSE REMOVED | 98 SY | $6.00 | $10.00 | $8.00 | $12.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $500 | $70,000 | $500 | $60,000 |
| 503E21100 UNCLASSIFIED EXCAVATION | 766 CY | $30.00 | $65.00 | $100 | $90.00 |
| 507E00364 STEEL PILES HP14X89, DRIVEN | 1,260 FT | $15.00 | $10.00 | $18.00 | $27.00 |
| 507E00700 16" CAST-IN-PLACE REINFORCED CONCRETE PILES, DRIVE | 935 FT | $18.00 | $20.00 | $30.00 | $20.00 |
| 507E92201 PREBORED HOLES, AS PER PLAN | 217 FT | $88.50 | $100 | $140 | $180 |
| 507E93300 STEEL POINTS OR SHOES | 24 EACH | $115 | $120 | $125 | $120 |
| 511E33501 SEMI-INTEGRAL DIAPHRAGM GUIDE, AS PER PLAN | 2 EACH | $2,600 | $2,500 | $2,500 | $1,900 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 890 SY | $23.50 | $15.00 | $20.00 | $24.00 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 47 SY | $27.50 | $30.00 | $18.00 | $53.00 |
| 512E33000 TYPE 2 WATERPROOFING | 44 SY | $40.00 | $25.00 | $18.00 | $51.00 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 2,574 EACH | $3.00 | $3.00 | $3.00 | $3.50 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 17 SF | $4.00 | $8.00 | $5.00 | $28.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 238 SF | $4.00 | $10.00 | $7.00 | $10.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 117 FT | $26.50 | $40.00 | $40.00 | $30.00 |
| 516E31010 2" DEEP JOINT SEALER | 101 FT | $20.00 | $15.00 | $29.00 | $40.00 |
| 516E44101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 12 EACH | $1,250 | $980 | $1,000 | $1,100 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 210 CY | $65.00 | $65.00 | $85.00 | $105 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 405 FT | $8.00 | $5.00 | $16.00 | $12.00 |
| 518E40011 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 120 FT | $8.00 | $5.00 | $16.00 | $12.00 |
| 518E62600 STRUCTURE DRAINAGE, MISC.: PREFABRICATED GEOCOMPOS | 2,532 SF | $2.00 | $2.00 | $1.75 | $3.00 |
| 523E20000 DYNAMIC LOAD TESTING | 1 EACH | $5,000 | $5,000 | $4,500 | $5,700 |
| 526E90010 TYPE A INSTALLATION | 101 FT | $110 | $150 | $100 | $115 |
| 601E12000 RIPRAP, WITH GROUT | 153 SY | $70.00 | $90.00 | $75.00 | $164 |
| 607E39900 VANDAL PROTECTION FENCE, 6' STRAIGHT, COATED FABRI | 200 FT | $80.50 | $80.00 | $72.00 | $70.00 |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 42 CF | $399 | $400 | $400 | $400 |
| 100E00300 PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY | 1 LS | $12,000 | $18,000 | $10,000 | $20,000 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $23,310 | $20,000 | $30,000 | $25,000 |
| 619E16010 FIELD OFFICE, TYPE B | 12 MNTH | $1,500 | $1,000 | $1,800 | $2,900 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $12,000 | $14,000 | $25,000 | $30,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 613 CY | $400 | $245k | 10% |
| 513E10280 STRUCTURAL STEEL MEMBERS, LEVEL 4 | 136,000 LB | $1.7 | $231k | 10% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $185,000 | $185k | 8% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 146,394 LB | $1.1 | $161k | 7% |
| 511E34447 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK, AS PER | 191 CY | $700 | $134k | 6% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 4% |
| 203E98000 ROADWAY, MISC.:EPS GEOFOAM FILL | 825 CY | $110 | $91k | 4% |
| 507E00360 STEEL PILES HP14X89, FURNISHED | 1,380 FT | $55 | $76k | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $75,000 | $75k | 3% |
| 526E30001 REINFORCED CONCRETE APPROACH SLABS (T=17"), AS PER | 316 SY | $225 | $71k | 3% |