MRG-SR 669-16.56
MRG County · est $0.8M
Bid dateThursday, February 15—
MRG County · est $0.8M
Published by ODOTon this contract’s Proposal PDF · DBE Goal: 10%
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 50 more items below.
| Item | Quantity | R1George J Igel & CO INC | R2Complete General Construction Company | R3Shelly & Sands INC | % of bid |
|---|---|---|---|---|---|
| 511E33311 CLASS QC2 CONCRETE, SUPERSTRUCTURE, AS PER PLAN | 178 CY | $980 | $775 | $1,109 | 29% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 46,449 LB | $1.24 | $1.00 | $1.14 | 10% |
| 526E25001 REINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER | 167 SY | $290 | $260 | $321 | 8% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $37,000 | $30,000 | $37,200 | 6% |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 62 CY | $550 |
| Item | Quantity | R1George J Igel & CO INC | R2Complete General Construction Company | R3Shelly & Sands INC |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $2,500 | $14,000 | $1,086 |
| 202E38000 GUARDRAIL REMOVED | 667 FT | $3.25 | $1.64 | $3.00 |
| 203E20000 EMBANKMENT | 146 CY | $51.50 | $30.00 | $11.00 |
| 204E10000 SUBGRADE COMPACTION | 419 SY | $5.75 | $9.00 | $2.00 |
| 606E15050 GUARDRAIL, TYPE MGS | 525 FT | $16.50 | $16.84 | $17.50 |
| 606E25550 ANCHOR ASSEMBLY, MGS 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 →
| $990 |
| $883 |
| 6% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 98 CY | $244 | $260 | $450 | 4% |
| 517E72300 RAILING (DEEP BEAM RAIL WITH STEEL TUBULAR BACKUP | 196.5 FT | $114 | $138 | $108 | 4% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $20,000 | $30,000 | $23,720 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $20,000 | $20,000 | 3% |
| 507E00200 STEEL PILES HP12X53, FURNISHED | 630 FT | $30.00 | $24.00 | $22.00 | 3% |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 270 CY | $63.50 | $85.00 | $49.00 | 3% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $17,000 | $25,000 | $29,000 | 3% |
| 507E00100 STEEL PILES HP10X42, FURNISHED | 665 FT | $25.00 | $19.00 | $19.00 | 3% |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $15,200 | $14,000 | $5,303 | 3% |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $14,500 | $15,000 | $25,094 | 2% |
| 507E71200 SPECIAL - PILE ENCASEMENT | 156 FT | $90.00 | $130 | $98.00 | 2% |
| 615E25001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER | 154 SY | $91.00 | $70.00 | $66.00 | 2% |
| 622E41000 PORTABLE BARRIER, 32" | 500 FT | $24.50 | $20.00 | $12.00 | 2% |
| 203E10000 EXCAVATION | 444 CY | $26.50 | $19.00 | $22.00 | 2% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 34 CY | $345 | $550 | $425 | 2% |
| 3 EACH |
| $1,050 |
| $1,068 |
| $1,114 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $850 | $786 | $902 |
| 606E35140 BRIDGE TERMINAL ASSEMBLY, TYPE 4 | 4 EACH | $700 | $817 | $743 |
| 659E10000 SEEDING AND MULCHING | 1,746 SY | $1.60 | $1.95 | $2.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.16 TON | $600 | $595 | $629 |
| 659E31000 LIME | 0.36 ACRE | $70.00 | $110 | $164 |
| 659E35000 WATER | 5 MGAL | $1.00 | $1.10 | $2.00 |
| 832E30000 EROSION CONTROL | 3,000 EACH | $1.00 | $1.00 | $1.00 |
| 605E31100 AGGREGATE DRAINS | 52 FT | $26.50 | $17.50 | $37.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1 1/2" AVERAG | 1,173 SY | $4.40 | $7.00 | $6.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (3" AVERAGE TH | 240 SY | $8.60 | $8.00 | $8.00 |
| 304E20000 AGGREGATE BASE | 65 CY | $82.00 | $75.00 | $138 |
| 407E10000 TACK COAT | 147 GAL | $8.25 | $2.00 | $2.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 16 EACH | $10.00 | $20.00 | $15.00 |
| 626E00116 BARRIER REFLECTOR, TYPE 5 (BIDIRECTIONAL) | 10 EACH | $15.00 | $5.96 | $16.00 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 7 FT | $15.00 | $20.54 | $16.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 4 EACH | $15.00 | $15.41 | $16.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 4 EACH | $35.00 | $56.49 | $38.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 4 EACH | $15.00 | $20.54 | $16.00 |
| 630E86010 REMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECT | 2 EACH | $100 | $118 | $106 |
| 642E00094 EDGE LINE, 6" | 0.27 MILE | $2,375 | $2,375 | $2,519 |
| 642E00290 CENTER LINE | 0.14 MILE | $4,215 | $4,215 | $4,470 |
| 614E12338 WORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) | 4 EACH | $2,000 | $2,060 | $2,121 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (BIDIRECTIONAL) | 30 EACH | $7.00 | $30.00 | $7.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 30 EACH | $14.00 | $30.00 | $15.00 |
| 614E22000 WORK ZONE EDGE LINE, CLASS I, 4" | 0.48 MILE | $3,225 | $3,225 | $3,421 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 22 FT | $5.75 | $5.75 | $7.00 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $6,500 | $9,000 | $2,912 |
| 622E41020 PORTABLE BARRIER, 32", BRIDGE MOUNTED | 190 FT | $37.25 | $22.00 | $13.00 |
| 202E23500 WEARING COURSE REMOVED | 340 SY | $10.00 | $35.00 | $36.00 |
| 507E00150 STEEL PILES HP10X42, DRIVEN | 595 FT | $8.00 | $22.00 | $12.00 |
| 507E00250 STEEL PILES HP12X53, DRIVEN | 570 FT | $10.00 | $25.00 | $11.00 |
| 507E00410 STEEL PILES, MISC.: PILE SPLICE | 4 EACH | $150 | $1,000 | $256 |
| 507E93301 STEEL POINTS OR SHOES, AS PER PLAN | 26 EACH | $108 | $115 | $93.00 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 141 SY | $10.00 | $10.00 | $11.00 |
| 516E13200 1/2" PREFORMED EXPANSION JOINT FILLER | 51 SF | $10.00 | $10.00 | $8.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 73 SF | $10.00 | $15.00 | $12.00 |
| 516E25000 NYLON REINFORCED NEOPRENE SHEETING | 275 SF | $23.75 | $8.50 | $9.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 51 CY | $115 | $95.00 | $94.00 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 222.94 FT | $14.50 | $14.50 | $12.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 98 FT | $9.50 | $10.00 | $9.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 72 FT | $9.50 | $15.00 | $11.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $6,525 | $8,000 | $4,642 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $8,200 | $50,000 | $38,005 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $6,000 | $7,000 | $12,616 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 511E33311 CLASS QC2 CONCRETE, SUPERSTRUCTURE, AS PER PLAN | 178 CY | $980 | $174k | 24% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 46,449 LB | $1.24 | $58k | 8% |
| 526E25001 REINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER | 167 SY | $290 | $48k | 7% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $37,000 | $37k | 5% |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 62 CY | $550 | $34k | 5% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 98 CY | $244 | $24k | 3% |
| 517E72300 RAILING (DEEP BEAM RAIL WITH STEEL TUBULAR BACKUP | 196.5 FT | $113.75 | $22k | 3% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $20,000 | $20k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $20k | 3% |
| 507E00200 STEEL PILES HP12X53, FURNISHED | 630 FT | $30 | $19k | 3% |