MRG-SR 555-23.05
MRG County · est $1.6M
Bid dateThursday, October 23—
MRG County · est $1.6M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 48 more items below.
| Item | Quantity | R1Black Horse Bridge Construction INC | R2Shelly & Sands INC | R3George J Igel & CO INC | R4Complete General Construction Company | % of bid |
|---|---|---|---|---|---|---|
| 511E33310 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 203 CY | $1,475 | $1,398 | $1,405 | $1,750 | 25% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 55,617 LB | $2.00 | $1.97 | $2.00 | $2.00 | 9% |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 208 FT | $476 | $445 | $465 | $455 | 8% |
| 526E25001 REINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER | 167 SY | $525 | $480 | $485 | $495 | 7% |
| 507E92201 PREBORED HOLES, AS PER PLAN | 507 FT | $160 | $165 | $225 | $175 | 7% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $64,860 | $85,600 | $85,000 |
| Item | Quantity | R1Black Horse Bridge Construction INC | R2Shelly & Sands INC | R3George J Igel & CO INC | R4Complete General Construction Company |
|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $8,800 | $2,000 | $5,000 | $7,000 |
| 202E38000 GUARDRAIL REMOVED | 158 FT | $2.00 | $7.00 | $5.00 | $10.00 |
| 202E98100 REMOVAL MISC.: TEST AND CAP GAS LINES | 2 EACH | $3,400 | $2,500 | $1,500 | $3,000 |
| 203E20000 EMBANKMENT | 40 CY | $36.00 | $21.00 | $42.00 | $10.00 |
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 →
| $165,000 |
| 5% |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 60 CY | $1,050 | $1,650 | $1,105 | $1,500 | 5% |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 372 CY | $110 | $55.00 | $90.00 | $95.00 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $72,606 | $70,000 | $87,000 | 3% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 72 CY | $495 | $610 | $696 | $495 | 3% |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $32,000 | $31,000 | $2,000 | $50,000 | 3% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $31,600 | $54,000 | $41,575 | $80,000 | 3% |
| 615E20001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A, AS PER | 180 SY | $175 | $231 | $180 | $135 | 3% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $30,800 | $40,000 | $45,000 | $65,000 | 3% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 68 CY | $435 | $725 | $629 | $435 | 2% |
| 507E71200 SPECIAL - PILE ENCASEMENT | 142 FT | $200 | $230 | $165 | $195 | 2% |
| 203E10000 EXCAVATION | 571 CY | $46.00 | $30.00 | $30.00 | $40.00 | 2% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 600 FT | $39.00 | $19.00 | $28.00 | $33.75 | 2% |
| 507E00200 STEEL PILES HP12X53, FURNISHED | 420 FT | $46.00 | $35.48 | $67.00 | $40.00 | 2% |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 28 CF | $600 | $765 | $616 | $616 | 1% |
| 509 SY |
| $4.50 |
| $8.00 |
| $5.00 |
| $9.00 |
| 209E72000 PREPARING SUBGRADE FOR SHOULDER PAVING | 9 STA | $850 | $350 | $195 | $300 |
| 606E15050 GUARDRAIL, TYPE MGS | 237.5 FT | $44.00 | $21.50 | $22.00 | $41.38 |
| 606E25550 ANCHOR ASSEMBLY, MGS TYPE A | 3 EACH | $1,750 | $1,500 | $1,650 | $1,700 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $1,150 | $1,200 | $1,400 | $1,050 |
| 606E34600 MGS BRIDGE TERMINAL ASSEMBLY, TYPE TST-2 | 4 EACH | $2,250 | $2,600 | $2,750 | $2,100 |
| 659E10000 SEEDING AND MULCHING | 1,503 SY | $4.00 | $1.70 | $4.50 | $1.70 |
| 659E20000 COMMERCIAL FERTILIZER | 0.14 TON | $900 | $1,250 | $1,250 | $1,250 |
| 659E31000 LIME | 0.31 ACRE | $200 | $150 | $150 | $150 |
| 659E35000 WATER | 4 MGAL | $1.00 | $1.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 2,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 605E31100 AGGREGATE DRAINS | 137 FT | $28.00 | $20.00 | $55.00 | $15.00 |
| 304E20000 AGGREGATE BASE | 109 CY | $120 | $140 | $95.00 | $95.00 |
| 407E20000 NON-TRACKING TACK COAT | 138 GAL | $4.50 | $3.30 | $3.89 | $4.50 |
| 408E10000 PRIME COAT | 81 GAL | $7.00 | $8.04 | $23.95 | $7.00 |
| 617E10100 COMPACTED AGGREGATE | 14 CY | $134 | $108 | $325 | $150 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 7 EACH | $200 | $14.00 | $50.00 | $50.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 9 EACH | $11.00 | $12.00 | $25.00 | $11.00 |
| 630E80100 SIGN, FLAT SHEET | 1 SF | $40.00 | $50.00 | $305 | $40.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 1 EACH | $15.00 | $25.00 | $140 | $15.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 6 EACH | $50.00 | $100 | $95.00 | $50.00 |
| 630E86010 REMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECT | 7 EACH | $50.00 | $225 | $125 | $50.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.24 MILE | $4,025 | $4,025 | $4,025 | $4,025 |
| 642E00300 CENTER LINE, TYPE 1 | 0.12 MILE | $7,550 | $7,550 | $7,550 | $7,550 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,000 | $2,200 | $2,800 | $2,520 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (BIDIRECTIONAL) | 30 EACH | $15.00 | $9.00 | $40.00 | $36.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 30 EACH | $20.00 | $17.00 | $42.00 | $38.00 |
| 614E22000 WORK ZONE EDGE LINE, CLASS I, 4" | 0.44 MILE | $10,550 | $4,250 | $4,250 | $4,250 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 20 FT | $14.00 | $14.00 | $14.00 | $14.00 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $3,000 | $4,700 | $9,000 | $18,000 |
| 622E41110 PORTABLE BARRIER, ANCHORED | 96 FT | $43.00 | $60.00 | $57.00 | $40.00 |
| 507E00100 STEEL PILES HP10X42, FURNISHED | 240 FT | $40.00 | $28.76 | $55.00 | $35.00 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 99 SY | $50.00 | $20.00 | $20.00 | $20.00 |
| 516E13200 1/2" PREFORMED EXPANSION JOINT FILLER | 55 SF | $10.00 | $4.00 | $9.00 | $15.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 80 SF | $14.00 | $6.00 | $10.00 | $20.00 |
| 516E25000 NYLON REINFORCED NEOPRENE SHEETING | 374 SF | $15.00 | $18.00 | $13.00 | $18.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 51 CY | $120 | $170 | $175 | $175 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 226.58 FT | $25.00 | $16.00 | $18.00 | $16.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 102 FT | $14.00 | $7.00 | $12.00 | $12.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 76 FT | $18.00 | $7.00 | $28.00 | $15.00 |
| 526E90010 TYPE A INSTALLATION | 66 FT | $210 | $185 | $330 | $350 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $11,000 | $8,115 | $7,500 | $12,000 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $9,500 | $7,095 | $47,500 | $60,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $12,000 | $20,000 | $20,000 | $15,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 511E33310 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 203 CY | $1,475 | $299k | 22% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 55,617 LB | $2 | $111k | 8% |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 208 FT | $476 | $99k | 7% |
| 526E25001 REINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER | 167 SY | $525 | $88k | 6% |
| 507E92201 PREBORED HOLES, AS PER PLAN | 507 FT | $160 | $81k | 6% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $64,860 | $65k | 5% |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 60 CY | $1,050 | $63k | 5% |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 372 CY | $110 | $41k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $40k | 3% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 72 CY | $495 | $36k | 3% |