HIG-SR 73-21.04
HIG County · est $2.4M
Bid dateThursday, January 15—
Awarded toD G M INC$2.24M
Project scope
Bid form · ODOT
- Structures / Bridge24%
- Earthwork14%
- Guardrail & Barrier11%
- Maintaining Traffic9%
- Drainage7%
- Erosion & Landscaping7%
- Other27%
Top items by winning bid
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 515E15020 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 5 EACH | $86,000 | $430k | 19% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 112 CY | $1,840 | $206k | 9% |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $130,000 | $130k | 6% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $125,000 | $125k | 6% |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 236 FT | $445 | $105k | 5% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 330 CY | $250 | $83k | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $69,000 | $69k | 3% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 50,856 LB | $1.35 | $69k | 3% |
| 524E94604 DRILLED SHAFTS, 30" DIAMETER, INTO BEDROCK | 140 FT | $485 | $68k | 3% |
| 526E25010 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 178 SY | $380 | $68k | 3% |
Per-bidder unit pricing
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 77 more items below.
Rank 1D G M INC$2.24MRank 2Double Z Construction Company$2.25MRank 3George J Igel & CO INC$2.27MRank 4Complete General Construction Company$2.46M
| Item | Quantity | R1D G M INC | R2Double Z Construction Company | R3George J Igel & CO INC | R4Complete General Construction Company | % of bid |
|---|---|---|---|---|---|---|
| 515E15020 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 5 EACH | $86,000 | $66,500 | $72,900 | $68,000 | 24% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 112 CY | $1,840 | $1,835 | $1,615 | $1,700 | 12% |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $130,000 | $85,000 | $35,000 | $170,000 | 7% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $125,000 | $96,000 | $95,500 | $150,000 | 7% |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 236 FT | $445 | $440 | $450 | $475 | 6% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 330 CY | $250 | $236 | $245 | $240 | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $69,000 | $90,000 | $80,000 | $50,000 | 4% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 50,856 LB | $1.35 | $1.80 | $2.10 | $1.75 | 4% |
| 524E94604 DRILLED SHAFTS, 30" DIAMETER, INTO BEDROCK | 140 FT | $485 | $480 | $365 | $695 | 4% |
| 526E25010 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 178 SY | $380 | $440 | $483 | $375 | 4% |
| 511E44112 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT NOT INCLUD | 87 CY | $720 | $1,050 | $1,030 | $1,500 | 4% |
| 511E33419 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE, AS | 62 CY | $1,010 | $965 | $1,035 | $800 | 4% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 151 CY | $410 | $309 | $335 | $390 | 3% |
| 511E46512 CLASS QC1 CONCRETE WITH QC/QA, FOOTING | 67 CY | $710 | $675 | $785 | $950 | 3% |
| 624E10000 MOBILIZATION Section 8 - INCIDENTALS - Totals Awd $156,500.00 2 $223,250.00 3 $240,630.00 4 $231,000.00 | 1 LS | $40,000 | $100,000 | $113,000 | $125,000 | 2% |
| 203E20000 EMBANKMENT | 1,096 CY | $30.00 | $30.00 | $40.00 | $25.00 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $31,000 | $12,250 | $22,000 | $15,000 | 2% |
| 304E20000 AGGREGATE BASE | 338 CY | $90.00 | $90.00 | $68.00 | $75.00 | 2% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $30,000 | $15,000 | $8,000 | $5,000 | 2% |
| 516E44201 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 10 EACH | $3,000 | $2,430 | $1,900 | $1,660 | 2% |
Show all 97 line items
| Item | Quantity | R1D G M INC | R2Double Z Construction Company | R3George J Igel & CO INC | R4Complete General Construction Company |
|---|---|---|---|---|---|
| 202E23000 PAVEMENT REMOVED | 1,512 SY | $12.00 | $28.00 | $12.15 | $25.00 |
| 202E35100 PIPE REMOVED, 24" DIAMETER AND UNDER | 25 FT | $25.00 | $16.00 | $6.50 | $45.00 |
| 202E38000 GUARDRAIL REMOVED | 866 FT | $1.00 | $5.50 | $5.50 | $2.00 |
| 202E98400 REMOVAL MISC.: CONCRETE GUTTER | 280 SF | $4.00 | $7.00 | $3.00 | $30.00 |
| 203E10000 EXCAVATION | 345 CY | $25.00 | $30.00 | $30.00 | $25.00 |
| 203E10001 EXCAVATION, AS PER PLAN | 25 CY | $60.00 | $120 | $145 | $90.00 |
| 204E10000 SUBGRADE COMPACTION | 2,029 SY | $4.00 | $4.75 | $5.00 | $5.00 |
| 204E45000 PROOF ROLLING | 2 HOUR | $75.00 | $200 | $132 | $350 |
| 606E15050 GUARDRAIL, TYPE MGS | 675 FT | $23.00 | $21.00 | $37.00 | $19.80 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 3 EACH | $2,550 | $2,500 | $3,450 | $2,420 |
| 606E26500 ANCHOR ASSEMBLY, TYPE T | 1 EACH | $1,250 | $1,200 | $2,150 | $1,360 |
| 606E34600 MGS BRIDGE TERMINAL ASSEMBLY, TYPE TST-2 Section 1 - ROADWAY - Totals Awd $136,651.00 2 $153,601.75 3 $150,334.30 4 $135,082.00 | 4 EACH | $2,550 | $2,500 | $3,125 | $2,480 |
| 601E32104 ROCK CHANNEL PROTECTION, TYPE B WITH GEOTEXTILE FA | 213 CY | $95.00 | $65.00 | $110 | $95.00 |
| 659E00300 TOPSOIL | 451 CY | $20.00 | $35.00 | $9.50 | $25.00 |
| 659E10000 SEEDING AND MULCHING | 3,356 SY | $2.25 | $4.50 | $3.50 | $1.10 |
| 659E14000 REPAIR SEEDING AND MULCHING | 168 SY | $0.05 | $1.10 | $1.10 | $1.10 |
| 659E20000 COMMERCIAL FERTILIZER | 0.45 TON | $1,500 | $1,250 | $1,250 | $1,250 |
| 659E31000 LIME | 0.69 ACRE | $300 | $150 | $150 | $150 |
| 659E35000 WATER | 18 MGAL | $1.00 | $1.00 | $1.00 | $1.00 |
| 670E00500 SLOPE EROSION PROTECTION | 702 SY | $2.50 | $2.00 | $2.00 | $2.00 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $3,000 | $2,000 | $2,000 | $2,000 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $10,000 | $8,600 | $9,550 | $8,600 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $11,000 | $10,500 | $9,000 | $10,500 |
| 832E30000 EROSION CONTROL | 19,138 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 836E10000 SEEDING AND EROSION CONTROL WITH TURF REINFORCING Section 2 - EROSION CONTROL - Totals Awd $82,883.40 2 $88,070.80 3 $81,835.30 4 $78,126.40 | 69 SY | $4.00 | $12.00 | $6.00 | $6.00 |
| 605E31100 AGGREGATE DRAINS | 180 FT | $25.00 | $20.00 | $42.00 | $23.30 |
| 611E01400 6" CONDUIT, TYPE E | 30 FT | $8.00 | $11.00 | $34.00 | $6.00 |
| 611E01500 6" CONDUIT, TYPE F | 30 FT | $8.00 | $12.00 | $34.00 | $6.00 |
| 611E04900 12" CONDUIT, TYPE D Section 3 - DRAINAGE - Totals Awd $7,230.00 2 $6,040.00 3 $12,100.00 4 $6,929.00 | 25 FT | $90.00 | $70.00 | $100 | $95.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.5") | 374 SY | $8.25 | $32.35 | $18.00 | $8.25 |
| 407E10000 TACK COAT | 328 GAL | $4.50 | $4.18 | $10.00 | $4.50 |
| 441E70200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 Section 4 - PAVEMENT - Totals Awd $185,171.50 2 $176,306.12 3 $172,676.00 4 $173,526.50 | 449 (17 CY | $340 | $463 | $485 | $325 |
| 621E00100 RPM | 8 EACH | $378 | $475 | $378 | $355 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 8 EACH | $1.00 | $19.00 | $50.00 | $75.00 |
| 626E00102 BARRIER REFLECTOR, TYPE 1 (BI-DIRECTIONAL) | 2 EACH | $15.00 | $10.00 | $13.00 | $13.00 |
| 626E00112 BARRIER REFLECTOR, TYPE 3 (BI-DIRECTIONAL) | 10 EACH | $15.00 | $12.00 | $13.00 | $15.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 12 FT | $20.00 | $20.00 | $18.00 | $25.00 |
| 630E08600 SIGN POST REFLECTOR | 1 EACH | $75.00 | $50.00 | $75.00 | $55.00 |
| 630E80100 SIGN, FLAT SHEET | 9 SF | $25.00 | $25.00 | $20.00 | $35.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 1 EACH | $25.00 | $25.00 | $45.00 | $10.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 1 EACH | $25.00 | $25.00 | $55.00 | $15.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.28 MILE | $6,000 | $3,555 | $5,266 | $3,555 |
| 642E00300 CENTER LINE, TYPE 1 Section 5 - TRAFFIC CONTROL - Totals Awd $7,162.00 2 $6,586.90 3 $7,099.96 4 $6,240.90 | 0.14 MILE | $12,000 | $6,675 | $10,532 | $6,675 |
| 410E12000 TRAFFIC COMPACTED SURFACE, TYPE A OR B | 25 CY | $70.00 | $75.00 | $57.00 | $95.00 |
| 410E13000 TRAFFIC COMPACTED SURFACE, TYPE C | 25 CY | $70.00 | $80.00 | $60.00 | $95.00 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,000 | $2,000 | $2,740 | $1,850 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (BI-DIRECTIONAL) | 44 EACH | $25.00 | $22.00 | $15.00 | $12.00 |
| 614E13314 BARRIER REFLECTOR, TYPE 3 (BI-DIRECTIONAL) | 18 EACH | $25.00 | $30.00 | $20.00 | $12.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 62 EACH | $25.00 | $18.00 | $22.00 | $20.00 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 0.92 MILE | $7,000 | $2,950 | $6,539 | $4,015 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 48 FT | $5.00 | $14.00 | $5.00 | $5.00 |
| 615E10001 ROADS FOR MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $3,000 | $20,000 | $21,000 | $27,000 |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 238 SY | $105 | $146 | $100 | $125 |
| 616E10000 WATER | 7 MGAL | $1.00 | $50.00 | $70.00 | $100 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 1,080 FT | $20.00 | $32.00 | $45.00 | $29.00 |
| 622E41110 PORTABLE BARRIER, ANCHORED Section 6 - MAINTENANCE OF TRAFFIC - Totals Awd $96,777.00 2 $139,283.00 3 $162,044.88 4 $136,087.80 | 730 FT | $30.00 | $38.00 | $55.00 | $35.00 |
| 202E22900 APPROACH SLAB REMOVED | 80 SY | $35.00 | $55.00 | $50.00 | $75.00 |
| 202E23500 WEARING COURSE REMOVED | 571 SY | $8.00 | $12.75 | $15.00 | $20.00 |
| 503E21100 UNCLASSIFIED EXCAVATION | 130 CY | $20.00 | $85.00 | $70.00 | $90.00 |
| 503E31121 SHALE EXCAVATION, AS PER PLAN | 139 CY | $50.00 | $105 | $140 | $80.00 |
| 511E33500 SEMI-INTEGRAL DIAPHRAGM GUIDE | 2 EACH | $3,500 | $4,600 | $6,000 | $6,000 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 386 SY | $35.00 | $26.50 | $37.50 | $26.50 |
| 512E33000 TYPE 2 WATERPROOFING | 27 SY | $30.00 | $52.00 | $65.00 | $30.00 |
| 515E20000 INTERMEDIATE DIAPHRAGMS | 12 EACH | $2,250 | $1,800 | $2,350 | $3,500 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 40 SF | $25.00 | $22.00 | $15.00 | $12.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 107 FT | $50.00 | $36.00 | $42.00 | $48.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 75 CY | $120 | $123 | $125 | $150 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 294 FT | $20.00 | $19.00 | $15.00 | $15.50 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 128 FT | $30.00 | $15.00 | $11.00 | $15.00 |
| 518E40011 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 26 FT | $30.00 | $100 | $35.00 | $50.00 |
| 524E94702 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK | 10 FT | $485 | $1,400 | $150 | $300 |
| 526E90010 TYPE A INSTALLATION | 64 FT | $280 | $225 | $295 | $350 |
| 613E41201 LOW STRENGTH MORTAR BACKFILL, AS PER PLAN | 189 CY | $140 | $125 | $140 | $175 |
| 625E33000 STRUCTURE GROUNDING SYSTEM | 1 EACH | $21,000 | $13,000 | $12,840 | $10,000 |
| 894E10000 THERMAL INTEGRITY PROFILING (TIP) TEST Section 7 - STRUCTURE OVER 20 FOOT SPAN (HIG-00073-2 - Totals Awd $1,572,443.60 2 $1,456,172.05 3 $1,438,558.60 4 $1,694,295.00 | 2 EACH | $4,000 | $3,350 | $4,400 | $10,000 |
| 619E16000 FIELD OFFICE, TYPE A | 6 MNTH | $750 | $1,500 | $1,605 | $1,500 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $12,000 | $12,000 | $16,000 | $32,000 |
Project details
- Description
- HIG-SR 73-21.04
- Type of work
- Bridge
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 →