Meg-SR 143-04.96
Meigs County · est $1.4M
Bid dateThursday, February 25—
Meigs 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 · 73 more items below.
| Item | Quantity | R1D G M INC | R2George J Igel & CO INC | R3Shelly & Sands INC | % of bid |
|---|---|---|---|---|---|
| 611E96471 18' X 7' CONDUIT, TYPE A, 706.05, AS PER PLAN | 84 FT | $1,450 | $1,240 | $1,500 | 14% |
| 511E33311 CLASS QC2 CONCRETE, SUPERSTRUCTURE, AS PER PLAN | 121 CY | $1,000 | $1,230 | $1,600 | 14% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 187 CY | $330 | $234 | $234 | 7% |
| 526E30001 REINFORCED CONCRETE APPROACH SLABS (T=17"), AS PER | 220 SY | $240 | $310 | $305 | 6% |
| 613E41300 LOW STRENGTH MORTAR BACKFILL (TYPE 2) | 479 CY | $105 | $85.00 |
| Item | Quantity | R1D G M INC | R2George J Igel & CO INC | R3Shelly & Sands INC |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $14,500 | $20,000 | $5,000 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 79 FT | $20.00 | $15.00 | $6.50 |
| 202E38000 GUARDRAIL REMOVED | 776 FT | $2.90 | $2.00 | $1.80 |
| 202E75000 FENCE REMOVED | 200 FT | $5.00 | $3.00 | $2.20 |
| 202E98000 REMOVAL MISC.: RETAINING WALL REMOVED | 1 LS | $1,000 | $5,000 | $600 |
| 203E20000 EMBANKMENT | 838 CY |
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 →
| $110 |
| 6% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 185 CY | $260 | $260 | $260 | 6% |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 605 CY | $75.00 | $80.00 | $55.00 | 5% |
| 203E10000 EXCAVATION | 2,820 CY | $15.00 | $19.00 | $21.00 | 5% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 39,603 LB | $1.05 | $1.30 | $1.37 | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $41,000 | $60,000 | $8,500 | 5% |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 81 CY | $450 | $720 | $905 | 4% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 66 CY | $550 | $550 | $575 | 4% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $25,000 | $94,200 | $20,000 | 3% |
| 507E00100 STEEL PILES HP10X42, FURNISHED | 585 FT | $40.00 | $27.00 | $22.00 | 3% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 127.42 FT | $179 | $180 | $170 | 3% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $21,000 | $25,000 | $40,000 | 2% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $40,000 | $40,000 | 2% |
| 507E00200 STEEL PILES HP12X53, FURNISHED | 560 FT | $35.00 | $33.00 | $28.00 | 2% |
| 507E71200 SPECIAL - PILE ENCASEMENT | 130 FT | $150 | $80.00 | $118 | 2% |
| 304E20000 AGGREGATE BASE | 236 CY | $75.00 | $90.00 | $98.00 | 2% |
| $15.00 |
| $14.00 |
| $14.00 |
| 204E10000 SUBGRADE COMPACTION | 1,191 SY | $2.90 | $6.00 | $5.50 |
| 606E15050 GUARDRAIL, TYPE MGS | 612.5 FT | $18.00 | $17.60 | $17.60 |
| 606E25550 ANCHOR ASSEMBLY, MGS TYPE A | 7 EACH | $1,200 | $1,160 | $1,160 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $1,000 | $985 | $985 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $2,200 | $2,050 | $2,050 |
| 607E15000 FENCE, TYPE 47 | 258 FT | $21.00 | $18.75 | $19.00 |
| 690E50200 SPECIAL - MAILBOX SUPPORT SYSTEM, DOUBLE | 1 EACH | $245 | $245 | $245 |
| 659E10000 SEEDING AND MULCHING | 5,286 SY | $1.70 | $3.00 | $0.85 |
| 659E20000 COMMERCIAL FERTILIZER | 0.48 TON | $1,435 | $610 | $610 |
| 659E31000 LIME | 1.1 ACRE | $500 | $80.00 | $80.00 |
| 659E35000 WATER | 15 MGAL | $1.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 6,000 EACH | $1.00 | $1.00 | $1.00 |
| 602E20000 CONCRETE MASONRY | 0.66 CY | $1,500 | $3,400 | $2,200 |
| 605E31100 AGGREGATE DRAINS | 150 FT | $21.50 | $20.00 | $16.00 |
| 611E06400 15" CONDUIT, TYPE D | 58 FT | $63.00 | $60.00 | $58.00 |
| 611E07200 18" CONDUIT, TYPE A707.33 | 24 FT | $120 | $150 | $135 |
| 611E10900 24" CONDUIT, TYPE D | 42 FT | $75.00 | $95.00 | $110 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1 1/2" AVERAG | 1,614 SY | $10.00 | $9.00 | $8.60 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (3" AVERAGE DE | 210 SY | $15.00 | $14.00 | $14.00 |
| 407E20000 NON-TRACKING TACK COAT | 372 GAL | $4.00 | $3.25 | $3.25 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 23 EACH | $10.00 | $14.00 | $10.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 23 EACH | $8.00 | $8.00 | $8.00 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 7 FT | $40.00 | $40.00 | $40.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 8 EACH | $35.00 | $15.00 | $15.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 2 EACH | $65.00 | $65.00 | $65.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 8 EACH | $35.00 | $15.00 | $15.00 |
| 630E86010 REMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECT | 1 EACH | $95.00 | $95.00 | $95.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.42 MILE | $6,000 | $3,122 | $4,954 |
| 642E00300 CENTER LINE, TYPE 1 | 0.22 MILE | $10,000 | $5,662 | $8,985 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $1,800 | $2,100 | $2,270 |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $1,000 | $5,000 | $29,500 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (BIDIRECTIONAL) | 26 EACH | $15.00 | $12.00 | $7.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 26 EACH | $15.00 | $20.00 | $15.00 |
| 614E22000 WORK ZONE EDGE LINE, CLASS I, 4" | 0.43 MILE | $3,000 | $2,750 | $2,750 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 22 FT | $15.00 | $12.50 | $12.50 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $1,000 | $10,000 | $3,000 |
| 615E25001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER | 86 SY | $80.00 | $120 | $119 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 540 FT | $15.75 | $22.00 | $19.00 |
| 622E41110 PORTABLE BARRIER, ANCHORED | 40 FT | $23.75 | $43.00 | $66.00 |
| 202E23500 WEARING COURSE REMOVED | 125 SY | $8.00 | $15.00 | $6.00 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $2,000 | $8,000 | $25,000 |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $5,000 | $10,000 | $17,000 |
| 507E00150 STEEL PILES HP10X42, DRIVEN | 495 FT | $9.00 | $18.00 | $26.00 |
| 507E00250 STEEL PILES HP12X53, DRIVEN | 490 FT | $9.00 | $18.00 | $26.00 |
| 507E00410 STEEL PILES, MISC.: PILE SPLICE | 4 EACH | $50.00 | $175 | $25.00 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 151 SY | $10.00 | $11.00 | $12.00 |
| 516E13200 1/2" PREFORMED EXPANSION JOINT FILLER | 62 SF | $12.00 | $6.00 | $6.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 88 SF | $15.00 | $8.00 | $5.00 |
| 516E25000 NYLON REINFORCED NEOPRENE SHEETING | 411 SF | $30.00 | $10.00 | $10.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 50 CY | $80.00 | $110 | $110 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 139.35 FT | $15.00 | $11.00 | $12.50 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 116 FT | $15.00 | $7.00 | $3.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 47 FT | $15.00 | $10.00 | $5.00 |
| 202E11000 STRUCTURE REMOVED | 1 LS | $12,000 | $20,000 | $6,000 |
| 202E23500 WEARING COURSE REMOVED | 69 SY | $20.00 | $12.00 | $6.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $100 | $10,000 | $5,000 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $11,000 | $10,000 | $17,000 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 8,402 LB | $2.00 | $1.60 | $1.78 |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 18 CY | $750 | $600 | $2,100 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 1 CY | $950 | $1,000 | $2,350 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 75 SY | $13.00 | $11.00 | $22.50 |
| 512E33000 TYPE 2 WATERPROOFING | 168 SY | $15.00 | $17.00 | $23.50 |
| 512E33010 TYPE 3 WATERPROOFING | 201 SY | $20.00 | $40.00 | $29.50 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 38 SF | $5.00 | $10.00 | $6.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 26 CY | $60.00 | $125 | $135 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $10,000 | $7,000 | $8,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $6,500 | $10,200 | $18,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E96471 18' X 7' CONDUIT, TYPE A, 706.05, AS PER PLAN | 84 FT | $1,450 | $122k | 11% |
| 511E33311 CLASS QC2 CONCRETE, SUPERSTRUCTURE, AS PER PLAN | 121 CY | $1,000 | $121k | 11% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 187 CY | $330 | $62k | 5% |
| 526E30001 REINFORCED CONCRETE APPROACH SLABS (T=17"), AS PER | 220 SY | $240 | $53k | 5% |
| 613E41300 LOW STRENGTH MORTAR BACKFILL (TYPE 2) | 479 CY | $105 | $50k | 4% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 185 CY | $260 | $48k | 4% |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 605 CY | $75 | $45k | 4% |
| 203E10000 EXCAVATION | 2,820 CY | $15 | $42k | 4% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 39,603 LB | $1.05 | $42k | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $41,000 | $41k | 4% |