Tru-SR 7-19.98
Trumbull County · est $0.8M
Bid dateThursday, October 26—
Trumbull County · est $0.8M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 56 more items below.
| Item | Quantity | R1Shook Company LLC | % of bid |
|---|---|---|---|
| 511E33310 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 149 CY | $2,000 | 34% |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $150,000 | 17% |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 140 FT | $826 | 13% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 290 CY | $185 | 6% |
| 526E10000 REINFORCED CONCRETE APPROACH SLABS (T=12") | 115 SY | $355 | 5% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 30,142 LB | $1.25 | 4% |
| 441E70101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), AS | 118 CY | $270 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | 2% |
| 304E20000 AGGREGATE BASE | 246 CY | $60.00 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $14,333 | 2% |
| 606E26100 ANCHOR ASSEMBLY, TYPE E | 4 EACH | $3,000 | 1% |
| 606E34600 MGS BRIDGE TERMINAL ASSEMBLY, TYPE TST-2 | 4 EACH | $3,000 | 1% |
| 202E23000 PAVEMENT REMOVED | 777 SY | $15.00 | 1% |
| 203E10000 EXCAVATION | 382 CY | $30.00 | 1% |
| 619E16010 FIELD OFFICE, TYPE B | 6 MNTH | $1,750 | 1% |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 50 SF | $200 | 1% |
| 516E25000 NYLON REINFORCED NEOPRENE SHEETING | 252 SF | $35.00 | 1% |
| 526E90020 TYPE B INSTALLATION | 39 SY | $200 | 1% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 212.5 FT | $35.00 | 1% |
| 204E30010 GRANULAR MATERIAL, TYPE B | 104 CY | $65.00 | 1% |
| Item | Quantity | R1Shook Company LLC |
|---|---|---|
| 202E38000 GUARDRAIL REMOVED | 570 FT | $5.00 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 4 EACH | $500 |
| 202E98100 REMOVAL MISC.: INSPECTION WELL | 1 EACH | $250 |
| 202E98200 REMOVAL MISC.: CONDUIT | 10 FT | $20.00 |
| 203E20000 EMBANKMENT | 19 CY | $50.00 |
| 203E20001 EMBANKMENT, AS PER PLAN | 3 CY | $65.00 |
| 204E10000 SUBGRADE COMPACTION | 1,475 SY | $2.50 |
| 204E13000 EXCAVATION OF SUBGRADE | 104 CY | $30.00 |
| 204E45000 PROOF ROLLING | 1 HOUR | $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 →
| 204E50000 GEOTEXTILE FABRIC | 1,240 SY | $4.00 |
| 690E21000 SPECIAL - AS-BUILT CONSTRUCTION RECORD DRAWINGS | 1 LS | $5,000 |
| 690E98400 SPECIAL - SURVEY CONTROL VERIFICATION | 1 LS | $1,350 |
| 670E00550 SLOPE EROSION PROTECTION MAT, TYPE E | 391 SY | $5.00 |
| 832E30000 EROSION CONTROL | 3,000 EACH | $1.00 |
| 605E31100 AGGREGATE DRAINS | 128 FT | $35.00 |
| 611E97400 CONDUIT, MISC.: TYPE B FOR DRAINAGE DISCHARGE CONT | 10 FT | $10.00 |
| 611E97400 CONDUIT, MISC.: TYPE C FOR DRAINAGE DISCHARGE CONT | 10 FT | $10.00 |
| 611E97400 CONDUIT, MISC.: TYPE E FOR DRAINAGE DISCHARGE CONT | 10 FT | $10.00 |
| 611E97400 CONDUIT, MISC.: TYPE F FOR DRAINAGE DISCHARGE CONT | 10 FT | $10.00 |
| 611E99720 INSPECTION WELL | 1 EACH | $10.00 |
| 407E13900 TACK COAT, 702.13 | 12 GAL | $5.50 |
| 407E20000 NON-TRACKING TACK COAT | 241 GAL | $3.50 |
| 408E10001 PRIME COAT, AS PER PLAN | 8 GAL | $15.00 |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 2 CY | $1,000 |
| 621E00100 RPM | 5 EACH | $600 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BI-DIRECTIONAL | 12 EACH | $15.00 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 42 FT | $30.00 |
| 630E80100 SIGN, FLAT SHEET | 12 SF | $50.00 |
| 630E80100 SIGN, FLAT SHEET, 730.20 | 2 SF | $50.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 6 EACH | $50.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 4 EACH | $50.00 |
| 646E10010 EDGE LINE, 6" | 0.12 MILE | $24,000 |
| 646E10200 CENTER LINE | 0.06 MILE | $32,000 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 24 HOUR | $80.00 |
| 614E12420 DETOUR SIGNING | 1 LS | $5,100 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 20 CY | $100 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 4 SNMT | $1,000 |
| 616E10000 WATER | 2 MGAL | $1.00 |
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN (AROUND BRIDGES | 1 LS | $5,000 |
| 202E22900 APPROACH SLAB REMOVED | 37 SY | $78.00 |
| 202E23500 WEARING COURSE REMOVED (T = 14"+/-) | 292 SY | $12.00 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 32 EACH | $125 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 168 SY | $40.00 |
| 512E33300 TYPE A WATERPROOFING | 16 SY | $50.00 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 135 SY | $27.50 |
| 516E13200 1/2" PREFORMED EXPANSION JOINT FILLER | 35 SF | $20.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 61 SF | $20.00 |
| 516E31010 2" DEEP JOINT SEALER (2" DEEP X 1" WIDE HOT APPLIE | 69 FT | $10.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 53 CY | $120 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 150 FT | $25.00 |
| 518E40012 6" NON-PERFORATED CORRUGATED PLASTIC PIPE | 124 FT | $20.00 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 4 SY | $500 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 4 EACH | $500 |
| 844E10000 CONCRETE PATCHING WITH GALVANIC ANODE PROTECTION | 10 SF | $500 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $5,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $6,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 511E33310 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 149 CY | $2,000 | $298k | 30% |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $150,000 | $150k | 15% |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 140 FT | $826 | $116k | 12% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 290 CY | $185 | $54k | 5% |
| 526E10000 REINFORCED CONCRETE APPROACH SLABS (T=12") | 115 SY | $355 | $41k | 4% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 30,142 LB | $1.25 | $38k | 4% |
| 441E70101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), AS | 118 CY | $270 | $32k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $20k | 2% |
| 304E20000 AGGREGATE BASE | 246 CY | $60 | $15k | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $14,333 | $14k | 1% |