Sci-SR 239-00.95
Scioto County · est $1.5M
Bid dateThursday, February 17—
Scioto County · est $1.5M
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 · 58 more items below.
| Item | Quantity | R1D G M INC | R2Double Z Construction Company | R3Shelly & Sands INC | R4Complete General Construction Company | R5George J Igel & CO INC | % of bid |
|---|---|---|---|---|---|---|---|
| 513E10261 STRUCTURAL STEEL MEMBERS, LEVEL 3, AS PER PLAN | 128,576 LB | $2.46 | $2.45 | $2.60 | $2.50 | $2.75 | 25% |
| 511E32212 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 219 CY | $975 | $865 | $800 | $910 | $1,100 | 17% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 68,937 LB | $1.40 | $1.32 | $1.35 | $1.25 | $1.45 | 8% |
| 202E11203 |
| Item | Quantity | R1D G M INC | R2Double Z Construction Company | R3Shelly & Sands INC | R4Complete General Construction Company | R5George J Igel & CO INC |
|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $12,000 | $5,000 | $5,000 | $5,000 | $5,000 |
| 202E23000 PAVEMENT REMOVED | 318 SY | $8.00 | $12.00 | $16.00 | $10.00 | $20.00 |
| 202E38000 GUARDRAIL REMOVED | 464 FT | $1.00 | $2.50 | $2.50 | $3.00 | $2.50 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A |
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 LS |
| $86,000 |
| $100,000 |
| $70,000 |
| $150,000 |
| $122,100 |
| 7% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 322.33 FT | $255 | $250 | $255 | $292 | $250 | 7% |
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 156 CY | $450 | $530 | $700 | $575 | $600 | 6% |
| 526E25010 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 211 SY | $305 | $315 | $275 | $262 | $325 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $50,000 | $40,000 | $40,000 | $40,000 | 3% |
| 503E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1 LS | $33,000 | $47,000 | $45,000 | $50,000 | $70,000 | 3% |
| 507E00200 STEEL PILES HP12X53, FURNISHED | 400 FT | $66.00 | $50.00 | $41.00 | $65.00 | $55.00 | 2% |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 4,260 EACH | $6.00 | $5.20 | $6.00 | $5.00 | $5.50 | 2% |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 41 CF | $600 | $560 | $500 | $543 | $542 | 2% |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 320 CY | $75.00 | $54.49 | $72.00 | $65.00 | $80.00 | 2% |
| 253E02000 PAVEMENT REPAIR | 88 CY | $260 | $176 | $400 | $360 | $312 | 2% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 68 CY | $320 | $310 | $380 | $310 | $310 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $21,500 | $12,000 | $9,500 | $10,000 | $8,000 | 2% |
| 516E44100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 12 EACH | $1,700 | $1,900 | $1,900 | $1,285 | $2,000 | 2% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $20,000 | $9,000 | $6,000 | $8,000 | $10,000 | 2% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 71 CY | $275 | $265 | $325 | $265 | $265 | 2% |
| 516E44100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 12 EACH | $1,550 | $2,000 | $2,000 | $1,240 | $1,800 | 1% |
| 2 EACH |
| $250 |
| $350 |
| $370 |
| $250 |
| $350 |
| 203E10000 EXCAVATION | 346 CY | $15.00 | $25.00 | $22.00 | $25.00 | $36.00 |
| 203E20000 EMBANKMENT | 52 CY | $25.00 | $35.00 | $56.00 | $35.00 | $41.50 |
| 204E10000 SUBGRADE COMPACTION | 405 SY | $5.00 | $4.00 | $4.00 | $3.00 | $6.35 |
| 204E45000 PROOF ROLLING | 1 HOUR | $70.00 | $200 | $200 | $115 | $84.50 |
| 606E15050 GUARDRAIL, TYPE MGS | 256.25 FT | $35.00 | $23.50 | $24.00 | $30.00 | $23.50 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (NCHRP 350 OR MASH 201 | 2 EACH | $3,000 | $2,600 | $2,700 | $2,350 | $2,600 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH | $2,200 | $1,250 | $1,300 | $1,200 | $1,250 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $2,800 | $2,500 | $2,650 | $2,100 | $2,500 |
| 659E10000 SEEDING AND MULCHING | 319 SY | $12.50 | $16.00 | $9.50 | $9.00 | $11.25 |
| 659E14000 REPAIR SEEDING AND MULCHING | 16 SY | $0.05 | $9.00 | $9.50 | $9.00 | $9.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.04 TON | $800 | $800 | $845 | $800 | $800 |
| 659E31000 LIME | 0.07 ACRE | $80.00 | $80.00 | $84.00 | $80.00 | $80.00 |
| 659E35000 WATER | 2 MGAL | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 42 FT | $25.00 | $30.00 | $15.00 | $27.00 | $48.00 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 2 EACH | $250 | $360 | $300 | $320 | $335 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (3" DEPTH) | 465 SY | $19.25 | $17.00 | $24.00 | $19.25 | $19.25 |
| 304E20000 AGGREGATE BASE | 75 CY | $80.00 | $100 | $105 | $100 | $85.00 |
| 407E20000 NON-TRACKING TACK COAT | 107 GAL | $3.05 | $3.05 | $3.75 | $3.05 | $3.05 |
| 621E00100 RPM | 4 EACH | $613 | $775 | $600 | $775 | $775 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 4 EACH | $1.00 | $13.00 | $9.00 | $25.00 | $28.00 |
| 626E00112 BARRIER REFLECTOR, TYPE 3, (BIDIRECTIONAL) | 8 EACH | $15.00 | $15.00 | $16.00 | $12.00 | $15.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 56 FT | $17.50 | $15.00 | $16.00 | $10.00 | $15.00 |
| 630E08600 SIGN POST REFLECTOR | 1 EACH | $75.00 | $45.00 | $47.00 | $25.00 | $45.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 5 EACH | $75.00 | $65.00 | $68.00 | $50.00 | $65.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 5 EACH | $20.00 | $20.00 | $21.00 | $15.00 | $20.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.15 MILE | $12,000 | $6,750 | $13,000 | $6,750 | $6,500 |
| 642E00300 CENTER LINE, TYPE 1 | 0.07 MILE | $23,000 | $13,850 | $13,000 | $13,850 | $13,850 |
| 407E20000 NON-TRACKING TACK COAT | 35 GAL | $3.05 | $2.00 | $4.00 | $3.05 | $3.05 |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 18 CY | $330 | $200 | $525 | $430 | $430 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 40 HOUR | $50.00 | $70.00 | $70.00 | $85.00 | $73.50 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 6 SNMT | $1,000 | $800 | $800 | $900 | $569 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 0.16 MILE | $3,000 | $6,850 | $9,900 | $6,850 | $6,850 |
| 616E10000 WATER | 1 MGAL | $1.00 | $66.02 | $100 | $130 | $50.00 |
| 202E22900 APPROACH SLAB REMOVED | 73 SY | $40.00 | $44.00 | $22.00 | $50.00 | $35.00 |
| 202E23500 WEARING COURSE REMOVED | 763 SY | $5.00 | $8.00 | $10.00 | $10.00 | $8.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $4,000 | $20,000 | $20,000 | $10,000 | $33,000 |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $5,000 | $20,000 | $12,500 | $18,000 | $6,200 |
| 507E00250 STEEL PILES HP12X53, DRIVEN | 350 FT | $10.00 | $10.00 | $37.00 | $10.00 | $23.00 |
| 511E33500 SEMI-INTEGRAL DIAPHRAGM GUIDE | 2 EACH | $1,500 | $3,000 | $2,000 | $2,300 | $2,850 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 152 SY | $30.00 | $26.50 | $28.00 | $26.50 | $26.50 |
| 512E10600 CONCRETE REPAIR BY EPOXY INJECTION | 107 FT | $40.00 | $96.00 | $100 | $95.50 | $95.50 |
| 512E33000 TYPE 2 WATERPROOFING | 158 SY | $20.00 | $22.00 | $25.00 | $24.00 | $24.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 63 SF | $20.00 | $11.00 | $3.00 | $13.00 | $12.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 130 FT | $42.50 | $32.00 | $44.00 | $42.00 | $30.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 57 CY | $90.00 | $109 | $75.00 | $78.00 | $135 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 376 FT | $15.00 | $13.50 | $14.00 | $14.00 | $13.50 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 153 FT | $20.00 | $15.00 | $4.99 | $9.00 | $14.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 40 FT | $20.00 | $15.00 | $10.00 | $15.00 | $30.00 |
| 523E20000 DYNAMIC LOAD TESTING | 1 EACH | $4,500 | $3,700 | $3,900 | $5,000 | $3,700 |
| 526E90010 TYPE A INSTALLATION | 99.21 FT | $125 | $185 | $125 | $180 | $170 |
| 843E50000 PATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTA | 9 SF | $150 | $175 | $180 | $130 | $175 |
| 619E16010 FIELD OFFICE, TYPE B | 5 MNTH | $1,250 | $2,300 | $3,200 | $3,000 | $1,740 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $3,000 | $15,000 | $14,920 | $6,000 | $10,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 513E10261 STRUCTURAL STEEL MEMBERS, LEVEL 3, AS PER PLAN | 128,576 LB | $2.46 | $316k | 22% |
| 511E32212 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 219 CY | $975 | $214k | 15% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 68,937 LB | $1.4 | $97k | 7% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $86,000 | $86k | 6% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 322.33 FT | $255 | $82k | 6% |
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 156 CY | $450 | $70k | 5% |
| 526E25010 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 211 SY | $305 | $64k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $40k | 3% |
| 503E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1 LS | $33,000 | $33k | 2% |
| 507E00200 STEEL PILES HP12X53, FURNISHED | 400 FT | $66 | $26k | 2% |