BRO-CR 62-00.42
BRO County · est $2.0M
Bid dateThursday, February 19—
Awarded toCOMPLETE GENERAL CONSTRUCTION COMPANY$1.71M
BRO County · est $2.0M
Bid form · ODOT
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 140 CY | $1,200 | $168k | 10% |
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 151 CY | $925 | $140k | 8% |
| 515E15010 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 4 EACH | $30,000 | $120k | 7% |
| 515E15010 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 4 EACH | $30,000 | $120k | 7% |
| 524E94804 DRILLED SHAFTS, 42" DIAMETER, INTO BEDROCK | 130 FT | $750 | $98k | 6% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 61,921 LB | $1.5 | $93k | 5% |
| 624E10000 MOBILIZATION Section 8 - INCIDENTALS - Totals Awd $121,000.00 2 $113,700.00 3 $144,897.72 4 $160,700.00 | 1 LS | $84,000 | $84k | 5% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $80,000 | $80k | 5% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 270 FT | $270 | $73k | 4% |
| 526E25011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 178 SY | $350 | $62k | 4% |
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 61 more items below.
| Item | Quantity | R1Complete General Construction Company | R2Double Z Construction Company | R3Sunesis Construction CO | R4Prus Construction Company | % of bid |
|---|---|---|---|---|---|---|
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 140 CY | $1,200 | $1,765 | $2,152 | $1,600 | 12% |
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 151 CY | $925 | $940 | $1,137 | $1,365 | 10% |
| 515E15010 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 4 EACH | $30,000 | $32,000 | $37,932 | $38,500 | 9% |
| 515E15010 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 4 EACH | $30,000 | $32,000 | $37,932 | $38,500 | 9% |
| 524E94804 DRILLED SHAFTS, 42" DIAMETER, INTO BEDROCK | 130 FT | $750 | $840 | $452 | $715 | 7% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 61,921 LB | $1.50 | $1.75 | $1.90 | $1.70 | 7% |
| 624E10000 MOBILIZATION Section 8 - INCIDENTALS - Totals Awd $121,000.00 2 $113,700.00 3 $144,897.72 4 $160,700.00 | 1 LS | $84,000 | $65,000 | $71,656 | $100,000 | 6% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $80,000 | $65,000 | $53,610 | $230,000 | 6% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 270 FT | $270 | $270 | $268 | $372 | 5% |
| 526E25011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 178 SY | $350 | $400 | $438 | $415 | 4% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $55,000 | $80,000 | $8,852 | $65,500 | 4% |
| 511E41012 CLASS QC1 CONCRETE WITH QC/QA, PIER ABOVE FOOTINGS | 22 CY | $2,250 | $2,200 | $3,289 | $2,550 | 4% |
| 524E94902 DRILLED SHAFTS, 48" DIAMETER, ABOVE BEDROCK | 83 FT | $595 | $740 | $529 | $735 | 4% |
| 511E33418 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 55 CY | $875 | $1,000 | $1,780 | $1,592 | 3% |
| 894E10000 THERMAL INTEGRITY PROFILING (TIP) TEST Section 7 - STRUCTURE OVER 20 FOOT SPAN (BRO-C0062-0 - Totals Awd $1,426,221.50 2 $1,634,014.75 3 $1,710,038.98 4 $1,909,233.40 | 3 EACH | $9,500 | $3,300 | $2,617 | $7,850 | 2% |
| 515E20000 INTERMEDIATE DIAPHRAGMS | 6 EACH | $4,500 | $2,600 | $5,023 | $3,525 | 2% |
| 526E90030 TYPE C INSTALLATION | 66 FT | $400 | $350 | $286 | $325 | 2% |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 290 CY | $90.00 | $90.00 | $232 | $110 | 2% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $25,000 | $75,000 | $48,827 | $35,325 | 2% |
| 840E23000 SELECT GRANULAR BACKFILL | 353 CY | $70.00 | $120 | $113 | $120 | 2% |
| Item | Quantity | R1Complete General Construction Company | R2Double Z Construction Company | R3Sunesis Construction CO | R4Prus Construction Company |
|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $5,000 | $6,500 | $2,805 | $5,100 |
| 202E23000 PAVEMENT REMOVED | 190 SY | $50.00 | $38.00 | $36.40 | $39.00 |
| 202E38000 GUARDRAIL REMOVED | 154 FT | $2.00 | $2.00 | $25.45 | $11.40 |
| 202E53100 MAILBOX REMOVED | 7 EACH | $35.00 | $35.00 | $104 | $125 |
| 203E10000 EXCAVATION | 250 CY | $55.00 | $60.00 | $25.81 | $25.50 |
| 203E20000 EMBANKMENT | 121 CY | $35.00 | $27.00 | $27.46 | $40.00 |
| 204E10000 SUBGRADE COMPACTION | 1,082 SY | $9.00 | $8.00 | $3.71 | $2.15 |
| 606E15050 GUARDRAIL, TYPE MGS | 50 FT | $29.20 | $30.00 | $48.94 | $35.25 |
| 606E26500 ANCHOR ASSEMBLY, TYPE T | 4 EACH | $1,320 | $1,320 | $1,100 | $1,482 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 2 EACH | $2,450 | $2,450 | $2,100 | $2,622 |
| 606E35003 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1, AS PER PLAN | 2 EACH | $2,620 | $2,620 | $2,400 | $3,420 |
| 690E50100 SPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE Section 1 - ROADWAY - Totals Awd $61,196.00 2 $59,691.00 3 $44,878.09 4 $53,006.40 | 7 EACH | $220 | $225 | $125 | $650 |
| 659E00300 TOPSOIL | 70 CY | $25.00 | $65.00 | $89.28 | $100 |
| 659E10000 SEEDING AND MULCHING | 623 SY | $5.70 | $10.00 | $8.35 | $8.81 |
| 659E14000 REPAIR SEEDING AND MULCHING | 31 SY | $5.70 | $19.75 | $5.70 | $22.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.08 TON | $1,250 | $500 | $1,250 | $570 |
| 659E31000 LIME | 0.13 ACRE | $150 | $75.00 | $150 | $825 |
| 659E35000 WATER | 3 MGAL | $1.00 | $1.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL Section 2 - EROSION CONTROL - Totals Awd $10,600.30 2 $16,445.00 3 $16,750.85 4 $18,326.48 | 5,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 605E13402 6" UNCLASSIFIED PIPE UNDERDRAINS FOR SPRINGS | 50 FT | $6.00 | $17.00 | $15.62 | $28.00 |
| 605E31100 AGGREGATE DRAINS | 137 FT | $50.00 | $22.00 | $9.00 | $16.50 |
| 605E32200 AGGREGATE DRAINS FOR SPRINGS | 50 FT | $5.00 | $15.00 | $20.11 | $16.75 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET Section 3 - DRAINAGE - Totals Awd $8,100.00 2 $5,364.00 3 $3,992.74 4 $5,968.00 | 2 EACH | $350 | $375 | $487 | $735 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (3") | 590 SY | $14.25 | $10.00 | $14.25 | $19.00 |
| 302E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 22 CY | $325 | $550 | $325 | $656 |
| 304E20000 AGGREGATE BASE | 121 CY | $175 | $125 | $141 | $89.50 |
| 407E10000 TACK COAT | 103 GAL | $4.10 | $5.00 | $4.10 | $5.50 |
| 411E10000 STABILIZED CRUSHED AGGREGATE | 86 CY | $95.00 | $165 | $137 | $159 |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 65 CY | $345 | $395 | $345 | $584 |
| 441E70500 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449) Section 4 - PAVEMENT - Totals Awd $69,819.80 2 $76,955.00 3 $69,294.17 4 $93,868.00 | — | $345 | $575 | $345 | $875 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 13.5 FT | $40.00 | $15.50 | $15.50 | $20.00 |
| 630E80100 SIGN, FLAT SHEET | 14 SF | $20.00 | $16.00 | $16.00 | $25.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 3 EACH | $45.00 | $20.00 | $20.00 | $17.10 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 1 EACH | $15.00 | $45.00 | $45.00 | $114 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 4 EACH | $65.00 | $25.00 | $25.00 | $28.50 |
| 644E00100 EDGE LINE, 4" | 0.2 MILE | $11,340 | $11,340 | $11,340 | $11,400 |
| 644E00300 CENTER LINE Section 5 - TRAFFIC CONTROL - Totals Awd $5,766.00 2 $5,174.25 3 $5,174.25 4 $4,319.30 | 0.1 MILE | $22,680 | $22,680 | $22,680 | $11,400 |
| 614E12420 DETOUR SIGNING | 1 LS | $5,000 | $6,000 | $3,100 | $3,500 |
| 616E10000 WATER Section 6 - MAINTENANCE OF TRAFFIC - Totals Awd $5,150.00 2 $6,120.00 3 $3,807.40 4 $4,070.00 | 2 MGAL | $75.00 | $60.00 | $354 | $285 |
| 202E23500 WEARING COURSE REMOVED | 348 SY | $20.00 | $15.00 | $8.88 | $35.00 |
| 204E30010 GRANULAR MATERIAL, TYPE B | 41 CY | $150 | $95.00 | $148 | $165 |
| 204E50000 GEOTEXTILE FABRIC | 1,048 SY | $4.50 | $2.50 | $3.44 | $2.00 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 12 EACH | $175 | $45.00 | $52.55 | $60.00 |
| 511E33500 SEMI-INTEGRAL DIAPHRAGM GUIDE | 2 EACH | $5,500 | $4,600 | $3,917 | $5,500 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 414 SY | $12.50 | $12.50 | $12.50 | $18.75 |
| 512E33000 TYPE 2 WATERPROOFING | 30 SY | $30.00 | $40.00 | $30.00 | $46.00 |
| 516E10010 ARMORLESS PREFORMED JOINT SEAL | 66 FT | $65.00 | $80.00 | $35.22 | $75.50 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 54 SF | $10.00 | $25.00 | $16.90 | $12.25 |
| 516E25000 NYLON REINFORCED NEOPRENE SHEETING | 327 SF | $26.50 | $15.00 | $16.65 | $5.00 |
| 516E44100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 8 EACH | $1,300 | $1,800 | $1,507 | $2,200 |
| 516E44101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 8 EACH | $1,300 | $1,800 | $2,391 | $2,200 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 67 CY | $125 | $155 | $151 | $130 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 313 FT | $15.50 | $22.00 | $32.93 | $15.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 129 FT | $20.00 | $15.00 | $3.88 | $6.00 |
| 518E40011 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 106 FT | $25.00 | $20.00 | $6.31 | $19.00 |
| 524E94903 DRILLED SHAFTS, 48" DIAMETER ABOVE BEDROCK, AS PER | 29 FT | $595 | $870 | $418 | $500 |
| 863E00100 GEOGRID, TYPE P1 | 1,782 SY | $3.50 | $6.00 | $9.30 | $4.35 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $11,000 | $11,500 | $11,154 | $8,000 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $5,000 | $6,000 | $4,098 | $35,500 |
| 619E16010 FIELD OFFICE, TYPE B | 4 MNTH | $1,500 | $2,800 | $2,323 | $1,800 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $15,000 | $20,000 | $48,700 | $10,000 |
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 →