D03-/Way BH FY2018
D03 County · est $1.1M
Bid dateThursday, January 25—
D03 County · est $1.1M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 78 more items below.
| Item | Quantity | R1Bcc Ohio INC | R2B & G Trucking & Construction INC | % of bid |
|---|---|---|---|---|
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 5,150 FT | $17.22 | $16.40 | 15% |
| 517E72750 RAILING (THRIE BEAM RETROFIT) | 812.5 FT | $66.78 | $63.60 | 9% |
| 517E72750 RAILING (THRIE BEAM RETROFIT) | 675 FT | $66.78 | $63.60 | 7% |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 1,003 SY | $40.98 | $52.00 | 7% |
| 848E10201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 1,003 SY | $39.94 | $45.00 | 7% |
| 848E10201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 822 SY | $43.35 | $50.00 | 6% |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 822 SY | $42.65 | $54.00 | 6% |
| 848E10201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 400 SY | $75.05 | $78.00 | 5% |
| 848E10201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 400 SY | $75.05 | $78.00 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $28,042 | $40,000 | 5% |
| 511E43211 CLASS QC1 CONCRETE, PIER, AS PER PLAN | 22 CY | $1,052 | $2,000 | 4% |
| 511E43211 CLASS QC1 CONCRETE, PIER, AS PER PLAN | 22 CY | $1,052 | $2,000 | 4% |
| 442E10501 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 21 CY | $1,050 | $400 | 4% |
| 622E41000 PORTABLE BARRIER, 32" | 2,480 FT | $8.22 | $12.00 | 3% |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 400 SY | $47.71 | $62.00 | 3% |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 400 SY | $47.71 | $62.00 | 3% |
| 606E35120 BRIDGE TERMINAL ASSEMBLY, TYPE 3 | 8 EACH | $2,347 | $2,235 | 3% |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 643 SY | $20.74 | $27.50 | 2% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $11,876 | $60,000 | 2% |
| 519E11100 PATCHING CONCRETE STRUCTURE, (ABUTMENTS) | 143 SF | $82.57 | $95.00 | 2% |
| Item | Quantity | R1Bcc Ohio INC | R2B & G Trucking & Construction INC |
|---|---|---|---|
| 202E38000 GUARDRAIL REMOVED | 5,387.5 FT | $1.68 | $1.60 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 8 EACH | $226 | $215 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 5 EACH | $94.50 | $90.00 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 8 EACH | $68.25 | $65.00 |
| 203E20001 EMBANKMENT, AS PER PLAN | 191 CY | $55.13 | $52.50 |
| 209E15000 RESHAPING UNDER GUARDRAIL | 56.5 STA | $42.00 | $40.00 |
| 606E13000 GUARDRAIL, TYPE 5 |
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 FT |
| $15.33 |
| $14.60 |
| 606E25550 ANCHOR ASSEMBLY, MGS TYPE A | 8 EACH | $1,034 | $985 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 4 EACH | $782 | $745 |
| 626E00102 BARRIER REFLECTOR, TYPE 1 (BI-DIRECTIONAL) | 15 EACH | $6.30 | $6.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BI-DIRECTIONAL) | 65 EACH | $6.83 | $6.50 |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN | — | $2.15 | $5.00 |
| 407E10000 TACK COAT | 44 GAL | $2.10 | $5.00 |
| 646E10010 EDGE LINE, 6" | 0.24 MILE | $42,000 | $26,590 |
| 646E10110 LANE LINE, 6" | 0.04 MILE | $31,500 | $25,910 |
| 646E10200 CENTER LINE | 0.08 MILE | $47,250 | $28,195 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 120 HOUR | $47.25 | $50.00 |
| 614E12336 WORK ZONE IMPACT ATTENUATOR (UNIDIRECTIONAL) | 4 EACH | $1,633 | $2,000 |
| 614E13350 OBJECT MARKER, ONE WAY | 68 EACH | $17.51 | $10.00 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 8 SNMT | $1,122 | $1,200 |
| 614E22350 WORK ZONE EDGE LINE, CLASS III, 4", 642 PAINT | 2 MILE | $2,289 | $520 |
| 614E24610 WORK ZONE DOTTED LINE, CLASS III, 642 PAINT | 2,880 FT | $1.31 | $0.50 |
| 622E41020 PORTABLE BARRIER, 32", BRIDGE MOUNTED (UNANCHORED) | 800 FT | $8.55 | $12.00 |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 6 CY | $1,097 | $1,500 |
| 202E98200 REMOVAL MISC.: JOINT SEAL | 63 FT | $3.57 | $20.00 |
| 511E53012 CLASS QC2 CONCRETE, MISC.:, (APPROACH SLAB REPAIR) | 5 CY | $557 | $800 |
| 511E53012 CLASS QC2 CONCRETE, MISC.:, (BACKWALL REPAIR) | 1 CY | $2,753 | $800 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 212 SY | $23.08 | $12.00 |
| 516E31000 JOINT SEALER | 166 FT | $16.78 | $15.00 |
| 519E11100 PATCHING CONCRETE STRUCTURE, (PARAPETS) | 50 SF | $82.57 | $95.00 |
| 519E11100 PATCHING CONCRETE STRUCTURE, (PIERS) | 50 SF | $82.57 | $95.00 |
| 848E30201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 7 CY | $203 | $250 |
| 848E50000 HAND CHIPPING | 70 SY | $112 | $100 |
| 848E50100 TEST SLAB | 1 LS | $798 | $450 |
| 848E50320 EXISTING CONCRETE OVERLAY REMOVED (1.75" NOMINAL T | 1,003 SY | $7.03 | $18.00 |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 7 CY | $1,092 | $1,500 |
| 202E98200 REMOVAL MISC.: JOINT SEAL | 57 FT | $3.76 | $20.00 |
| 511E53012 CLASS QC2 CONCRETE, MISC.:, (ABUTMENT REPAIR) | 1 CY | $1,248 | $1,500 |
| 511E53012 CLASS QC2 CONCRETE, MISC.:, (APPROACH SLAB REPAIR) | 5 CY | $557 | $800 |
| 511E53012 CLASS QC2 CONCRETE, MISC.:, (BACKWALL REPAIR) | 1 CY | $2,753 | $800 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 420 SY | $20.74 | $27.50 |
| 516E31000 JOINT SEALER | 167 FT | $16.70 | $15.00 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $7,008 | $5,000 |
| 519E11100 PATCHING CONCRETE STRUCTURE, (ABUTMENTS) | 120 SF | $82.57 | $95.00 |
| 519E11100 PATCHING CONCRETE STRUCTURE, (PARAPETS) | 50 SF | $82.57 | $95.00 |
| 519E11100 PATCHING CONCRETE STRUCTURE, (PIERS) | 100 SF | $82.57 | $95.00 |
| 848E30201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 8 CY | $203 | $250 |
| 848E50000 HAND CHIPPING | 57 SY | $114 | $100 |
| 848E50100 TEST SLAB | 1 LS | $798 | $450 |
| 848E50320 EXISTING CONCRETE OVERLAY REMOVED (2.00" NOMINAL T | 822 SY | $8.39 | $18.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $3,030 | $8,600 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 2,881 LB | $1.52 | $3.50 |
| 601E27000 DUMPED ROCK FILL, TYPE C | 40 CY | $124 | $200 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $3,030 | $8,600 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 2,881 LB | $1.52 | $3.50 |
| 601E27000 DUMPED ROCK FILL, TYPE C | 40 CY | $124 | $200 |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 5 CY | $1,104 | $1,500 |
| 202E98200 REMOVAL MISC.: JOINT SEAL | 80 FT | $3.57 | $5.00 |
| 511E53012 CLASS QC2 CONCRETE, MISC.:, (APPROACH SLAB REPAIR) | 4 CY | $557 | $800 |
| 511E53012 CLASS QC2 CONCRETE, MISC.:, (BACKWALL REPAIR) | 1 CY | $2,753 | $800 |
| 516E31000 JOINT SEALER | 160 FT | $17.29 | $15.00 |
| 519E11100 PATCHING CONCRETE STRUCTURE | 15 SF | $82.57 | $155 |
| 848E30201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 3 CY | $203 | $250 |
| 848E50000 HAND CHIPPING | 30 SY | $131 | $100 |
| 848E50100 TEST SLAB | 1 LS | $798 | $450 |
| 848E50320 EXISTING CONCRETE OVERLAY REMOVED (1.75" NOMINAL T | 400 SY | $16.67 | $34.00 |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 5 CY | $1,104 | $1,500 |
| 202E98200 REMOVAL MISC.: JOINT SEAL | 80 FT | $3.57 | $5.00 |
| 511E53012 CLASS QC2 CONCRETE, MISC.:, (APPROACH SLAB REPAIR) | 4 CY | $557 | $800 |
| 511E53012 CLASS QC2 CONCRETE, MISC.:, (BACKWALL REPAIR) | 1 CY | $2,753 | $800 |
| 516E31000 JOINT SEALER | 160 FT | $17.29 | $15.00 |
| 848E30201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 3 CY | $203 | $250 |
| 848E50000 HAND CHIPPING | 30 SY | $131 | $100 |
| 848E50100 TEST SLAB | 1 LS | $798 | $450 |
| 848E50320 EXISTING CONCRETE OVERLAY REMOVED (1.75" NOMINAL T | 400 SY | $16.67 | $34.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $11,345 | $11,500 |
| 619E16010 FIELD OFFICE, TYPE B | 6 MNTH | $1,257 | $1,500 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $1,350 | $300 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 5,150 FT | $17.22 | $89k | 10% |
| 517E72750 RAILING (THRIE BEAM RETROFIT) | 812.5 FT | $66.78 | $54k | 6% |
| 517E72750 RAILING (THRIE BEAM RETROFIT) | 675 FT | $66.78 | $45k | 5% |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 1,003 SY | $40.98 | $41k | 4% |
| 848E10201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 1,003 SY | $39.94 | $40k | 4% |
| 848E10201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 822 SY | $43.35 | $36k | 4% |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 822 SY | $42.65 | $35k | 4% |
| 848E10201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 400 SY | $75.05 | $30k | 3% |
| 848E10201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 400 SY | $75.05 | $30k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $28,042 | $28k | 3% |