Tru-SR 534-04.02 (Part 1 and Part 2)
Trumbull County · est $1.4M
Bid dateThursday, November 29—
Trumbull County · est $1.4M
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 · 86 more items below.
| Item | Quantity | R1A P O'horo Company | R2Marucci & Gaffney Excavating CO | R3Shelly & Sands INC | R4J D Williamson Construction CO INC | % of bid |
|---|---|---|---|---|---|---|
| 424E12001 FINE GRADED POLYMER ASPHALT CONCRETE, TYPE B, AS P | 860 CY | $200 | $195 | $225 | $240 | 17% |
| 511E21523 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE, AS | 267 CY | $500 | $625 | $750 | $600 | 13% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $110,000 | $175,000 | $105,000 | $230,000 | 11% |
| 517E74501 RAILING, CONCRETE, AS PER PLAN | 434 FT | $175 | $230 | $240 |
| Item | Quantity | R1A P O'horo Company | R2Marucci & Gaffney Excavating CO | R3Shelly & Sands INC | R4J D Williamson Construction CO INC |
|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $500 | $5,000 | $990 | $10,000 |
| 202E23000 PAVEMENT REMOVED | 310 SY | $9.00 | $10.00 | $10.00 | $18.00 |
| 202E30000 WALK REMOVED | 870 SF | $2.50 | $2.00 | $1.25 | $1.25 |
| 202E32000 CURB REMOVED | 97 FT | $4.00 | $2.00 | $4.75 | $6.25 |
| 202E38000 |
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 →
| $250 |
| 8% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 65,953 LB | $1.08 | $1.14 | $1.00 | $1.00 | 7% |
| 526E25011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 226 SY | $240 | $235 | $270 | $290 | 5% |
| 690E98400 SPECIAL - STABILIZERS AND SUPPORTS | 1 LS | $50,000 | $25,000 | $35,000 | $15,500 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $40,000 | $40,000 | $40,000 | 4% |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 1,022 SY | $35.00 | $20.00 | $23.00 | $20.00 | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $34,000 | $45,000 | $60,000 | $40,000 | 3% |
| 251E01001 PARTIAL DEPTH PAVEMENT REPAIR (441), AS PER PLAN | 1,000 SY | $32.50 | $27.00 | $35.00 | $26.50 | 3% |
| 897E01010 PAVEMENT PLANING, ASPHALT CONCRETE, CLASS A (T = 1 | 24,436 SY | $1.25 | $2.00 | $2.00 | $1.65 | 3% |
| 511E51512 CLASS QC2 CONCRETE WITH QC/QA, SIDEWALK | 79 CY | $350 | $300 | $300 | $295 | 3% |
| 516E44101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 14 EACH | $1,600 | $1,000 | $800 | $1,025 | 2% |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $21,000 | $12,500 | $9,000 | $15,000 | 2% |
| 516E46201 BEARING DEVICE, ROCKER, AS PER PLAN | 7 EACH | $2,600 | $1,750 | $5,000 | $2,100 | 2% |
| 614E12420 DETOUR SIGNING | 1 LS | $18,000 | $30,000 | $10,000 | $10,000 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $15,371 | $10,000 | $8,000 | $10,000 | 2% |
| 611E99655 MANHOLE ADJUSTED TO GRADE, AS PER PLAN | 17 EACH | $875 | $905 | $900 | $900 | 2% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 79 CY | $180 | $160 | $160 | $233 | 1% |
| 117 FT |
| $2.00 |
| $1.00 |
| $2.50 |
| $1.00 |
| 202E75000 FENCE REMOVED | 79 FT | $3.00 | $5.00 | $5.00 | $2.00 |
| 202E75250 GATE REMOVED | 1 EACH | $150 | $100 | $200 | $100 |
| 202E98100 REMOVAL MISC.: BOLLARD | 5 EACH | $75.00 | $100 | $68.00 | $65.00 |
| 203E10000 EXCAVATION | 112 CY | $20.00 | $25.00 | $30.00 | $20.00 |
| 203E20000 EMBANKMENT | 6 CY | $20.00 | $50.00 | $40.00 | $25.00 |
| 204E10000 SUBGRADE COMPACTION | 570 SY | $2.00 | $4.00 | $3.00 | $4.00 |
| 606E15050 GUARDRAIL, TYPE MGS | 12.5 FT | $30.00 | $26.00 | $31.00 | $31.00 |
| 606E25550 ANCHOR ASSEMBLY, MGS TYPE A | 2 EACH | $1,500 | $1,250 | $1,600 | $1,550 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 2 EACH | $2,200 | $2,400 | $2,300 | $2,250 |
| 608E10000 4" CONCRETE WALK | 892 SF | $6.00 | $7.50 | $9.00 | $4.15 |
| 608E53020 DETECTABLE WARNING | 16 SF | $25.00 | $25.00 | $52.00 | $31.00 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $25.00 | $10.00 | $80.00 | $155 |
| 659E00300 TOPSOIL | 29 CY | $35.00 | $30.00 | $74.00 | $30.00 |
| 659E10000 SEEDING AND MULCHING | 264 SY | $3.50 | $5.00 | $11.00 | $10.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 13 SY | $3.00 | $1.00 | $1.00 | $1.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.04 TON | $500 | $500 | $900 | $900 |
| 659E31000 LIME | 0.05 ACRE | $500 | $40.00 | $211 | $205 |
| 659E35000 WATER | 1 MGAL | $1.00 | $1.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 605E05200 4" UNCLASSIFIED PIPE UNDERDRAINS | 150 FT | $10.00 | $4.00 | $16.00 | $5.00 |
| 611E00406 4" CONDUIT, TYPE F | 50 FT | $8.00 | $4.00 | $20.00 | $12.50 |
| 304E20001 AGGREGATE BASE, AS PER PLAN | 93 CY | $75.00 | $65.00 | $75.00 | $65.00 |
| 407E10000 TACK COAT | 17 GAL | $3.00 | $3.00 | $2.00 | $3.00 |
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 26 CY | $375 | $325 | $325 | $470 |
| 609E26000 CURB, TYPE 6 | 105 FT | $25.00 | $30.00 | $32.00 | $30.00 |
| 626E00102 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 4 EACH | $12.00 | $8.00 | $12.00 | $12.25 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 2 EACH | $8.00 | $8.00 | $8.00 | $8.25 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 15 FT | $12.00 | $12.00 | $12.00 | $11.50 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 56 FT | $12.50 | $13.00 | $13.00 | $12.25 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 8 EACH | $60.00 | $17.00 | $62.00 | $17.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 6 EACH | $20.00 | $33.00 | $21.00 | $32.75 |
| 644E00300 CENTER LINE | 0.02 MILE | $88,420 | $100,000 | $154,000 | $100,000 |
| 646E10200 CENTER LINE | 0.04 MILE | $6,900 | $80,000 | $154,575 | $80,000 |
| 202E22900 APPROACH SLAB REMOVED | 156 SY | $20.00 | $20.00 | $24.00 | $24.00 |
| 202E23500 WEARING COURSE REMOVED | 683 SY | $8.00 | $5.00 | $6.00 | $8.75 |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $8,000 | $17,500 | $6,200 | $500 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $10,000 | $20,000 | $2,600 | $20,000 |
| 510E10001 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS | 176 EACH | $12.50 | $20.00 | $25.00 | $18.00 |
| 511E33501 SEMI-INTEGRAL DIAPHRAGM GUIDE, AS PER PLAN | 2 EACH | $2,500 | $2,000 | $3,000 | $1,450 |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 12 CY | $750 | $1,500 | $1,900 | $790 |
| 512E10001 SEALING OF CONCRETE SURFACES, AS PER PLAN | 227 SY | $18.00 | $20.00 | $12.00 | $16.00 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 356 SY | $15.00 | $15.00 | $10.00 | $8.50 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 394 SY | $23.00 | $30.00 | $26.00 | $30.00 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 2,226 EACH | $3.15 | $3.25 | $3.00 | $3.25 |
| 516E10010 ARMORLESS PREFORMED JOINT SEAL | 91 FT | $50.00 | $38.00 | $63.00 | $40.50 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 182 SF | $4.00 | $10.00 | $8.00 | $7.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 128 FT | $28.00 | $33.00 | $77.00 | $33.25 |
| 518E12200 SCUPPERS, INCLUDING SUPPORTS | 8 EACH | $1,250 | $1,100 | $1,300 | $1,225 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 54 CY | $70.00 | $80.00 | $140 | $80.00 |
| 526E90030 TYPE C INSTALLATION | 91 FT | $120 | $150 | $165 | $85.50 |
| 530E00200 SPECIAL - STRUCTURES; WATERLINE BRACKETS | 1 LS | $10,000 | $15,000 | $10,000 | $8,500 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 20 HOUR | $65.00 | $70.00 | $70.00 | $61.50 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 20 CY | $120 | $180 | $111 | $100 |
| 209E72001 PREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLA | 43 STA | $35.00 | $100 | $52.00 | $150 |
| 832E30000 EROSION CONTROL | 3,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 407E20000 NON-TRACKING TACK COAT | 1,955 GAL | $3.00 | $2.50 | $3.00 | $4.50 |
| 408E10001 PRIME COAT, AS PER PLAN | 376 GAL | $3.00 | $4.00 | $3.25 | $6.50 |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 53 CY | $75.00 | $150 | $95.00 | $120 |
| 638E10801 VALVE BOX ADJUSTED TO GRADE, AS PER PLAN | 28 EACH | $312 | $325 | $330 | $310 |
| 646E10010 EDGE LINE, 6" | 0.92 MILE | $6,120 | $2,700 | $6,300 | $2,650 |
| 646E10200 CENTER LINE | 1.07 MILE | $6,900 | $4,750 | $6,600 | $4,600 |
| 646E10300 CHANNELIZING LINE, 8" | 780 FT | $1.95 | $2.00 | $2.00 | $1.95 |
| 646E10400 STOP LINE | 195 FT | $9.95 | $12.00 | $11.00 | $11.25 |
| 646E10500 CROSSWALK LINE | 1,266 FT | $6.45 | $4.25 | $5.80 | $4.15 |
| 646E10600 TRANSVERSE/DIAGONAL LINE | 254 FT | $7.70 | $7.75 | $8.50 | $7.75 |
| 646E10900 HANDICAP SYMBOL MARKING | 2 EACH | $200 | $170 | $132 | $170 |
| 646E20200 PARKING LOT STALL MARKING | 881 FT | $3.45 | $2.10 | $4.00 | $2.00 |
| 646E20300 LANE ARROW | 26 EACH | $175 | $170 | $175 | $170 |
| 632E26501 DETECTOR LOOP, AS PER PLAN | 3 EACH | $2,000 | $1,250 | $1,200 | $1,550 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 100 HOUR | $65.00 | $75.00 | $70.00 | $61.50 |
| 614E12460 WORK ZONE MARKING SIGN | 24 EACH | $85.00 | $90.00 | $70.00 | $92.00 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 10 CY | $150 | $250 | $150 | $100 |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 1.07 MILE | $1,500 | $950 | $1,600 | $925 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 1.07 MILE | $1,500 | $950 | $1,600 | $925 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 1.84 MILE | $500 | $750 | $530 | $725 |
| 614E23000 WORK ZONE CHANNELIZING LINE, CLASS I, 8" | 780 FT | $0.75 | $1.00 | $0.80 | $1.00 |
| 614E23680 WORK ZONE CHANNELIZING LINE, CLASS III, 8", 642 PA | 780 FT | $0.75 | $1.00 | $0.80 | $1.00 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 195 FT | $2.00 | $3.10 | $2.00 | $3.00 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 195 FT | $2.00 | $3.10 | $2.00 | $3.00 |
| 619E16010 FIELD OFFICE, TYPE B | 9 MNTH | $1,250 | $1,200 | $2,600 | $2,100 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $8,000 | $7,000 | $10,000 | $10,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 424E12001 FINE GRADED POLYMER ASPHALT CONCRETE, TYPE B, AS P | 860 CY | $200 | $172k | 14% |
| 511E21523 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE, AS | 267 CY | $500 | $134k | 11% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $110,000 | $110k | 9% |
| 517E74501 RAILING, CONCRETE, AS PER PLAN | 434 FT | $175 | $76k | 6% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 65,953 LB | $1.08 | $71k | 6% |
| 526E25011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 226 SY | $240 | $54k | 4% |
| 690E98400 SPECIAL - STABILIZERS AND SUPPORTS | 1 LS | $50,000 | $50k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $40k | 3% |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 1,022 SY | $35 | $36k | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $34,000 | $34k | 3% |