Was-SR 618-00.89
Washington County · est $1.4M
Bid dateThursday, April 19—
Washington County · est $1.4M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 11%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 52 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2George J Igel & CO INC | R3Complete General Construction Company | R4Armstrong Steel Erectors INC | % of bid |
|---|---|---|---|---|---|---|
| 511E21520 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 323 CY | $788 | $825 | $800 | $790 | 23% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $134,200 | $135,000 | $250,000 | $255,000 | 12% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 109,981 LB | $1.00 | $1.10 | $0.96 | $0.92 | 10% |
| 202E23001 PAVEMENT REMOVED, AS PER PLAN | 14,165 SY | $7.00 | $8.00 | $12.00 | $13.00 |
| Item | Quantity | R1Shelly & Sands INC | R2George J Igel & CO INC | R3Complete General Construction Company | R4Armstrong Steel Erectors INC |
|---|---|---|---|---|---|
| 202E30700 CONCRETE BARRIER REMOVED | 42 FT | $22.00 | $50.00 | $20.00 | $100 |
| 202E38000 GUARDRAIL REMOVED | 3,592 FT | $1.60 | $1.50 | $1.50 | $1.50 |
| 202E42206 ANCHOR ASSEMBLY REMOVED | 5 EACH | $249 | $200 | $200 | $200 |
| 203E20000 EMBANKMENT | 300 CY | $15.00 | $15.00 | $24.00 |
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 →
| 9% |
| 516E11210 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 132 FT | $409 | $420 | $400 | $375 | 5% |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 631 CY | $79.00 | $80.00 | $80.00 | $92.50 | 5% |
| 511E34448 CLASS QC2 CONCRETE, BRIDGE DECK (PARAPET) | 114.5 CY | $419 | $450 | $575 | $550 | 4% |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 49.6 CY | $872 | $650 | $925 | $775 | 4% |
| 526E25000 REINFORCED CONCRETE APPROACH SLABS (T=15") | 167 SY | $252 | $300 | $260 | $305 | 4% |
| 614E12757 WORK ZONE CROSSOVER LIGHTING SYSTEM, AS PER PLAN | 1 EACH | $40,200 | $60,000 | $50,000 | $70,000 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $40,000 | $40,000 | $40,000 | 4% |
| 622E41000 PORTABLE BARRIER, 32" | 1,900 FT | $13.00 | $20.00 | $15.00 | $21.00 | 2% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $22,500 | $9,000 | $16,000 | $30,000 | 2% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $21,700 | $26,000 | $26,000 | $20,000 | 2% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 82 CY | $255 | $300 | $255 | $225 | 2% |
| 606E15050 GUARDRAIL, TYPE MGS | 1,075 FT | $19.00 | $17.74 | $17.74 | $17.74 | 2% |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 7,035 FT | $2.77 | $3.00 | $2.00 | $2.75 | 2% |
| 659E00300 TOPSOIL | 722 CY | $25.00 | $22.00 | $20.00 | $20.00 | 2% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $16,800 | $5,500 | $7,000 | $10,000 | 2% |
| 642E30000 REMOVAL OF PAVEMENT MARKING | 13,892 FT | $1.00 | $0.60 | $1.00 | $0.55 | 1% |
| $16.00 |
| 517E76302 RAILING, MISC.:NEW JERSEY SHAPE CONCRETE BRIDGE RA | 2 EACH | $4,530 | $4,500 | $4,500 | $7,500 |
| 606E15400 MGS GUARDRAIL, TYPE 8 | 287.5 FT | $24.00 | $25.82 | $25.82 | $25.82 |
| 606E17500 POST END ANCHOR (OR CONCRETE BLOCK END ANCHOR) | 2 EACH | $1,217 | $1,300 | $1,300 | $1,300 |
| 606E26050 ANCHOR ASSEMBLY, MGS TYPE B | 4 EACH | $1,902 | $1,660 | $1,660 | $1,660 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 6 EACH | $2,052 | $1,650 | $1,650 | $1,650 |
| 659E00510 SEEDING AND MULCHING, CLASS 2 | 17,708 SY | $0.68 | $1.00 | $0.67 | $1.05 |
| 659E20000 COMMERCIAL FERTILIZER | 2.39 TON | $708 | $669 | $610 | $540 |
| 659E31000 LIME | 3.67 ACRE | $162 | $153 | $70.00 | $100 |
| 659E35000 WATER | 96 MGAL | $1.00 | $1.00 | $1.00 | $1.00 |
| 670E00500 SLOPE EROSION PROTECTION | 6,559 SY | $1.47 | $2.00 | $1.71 | $2.00 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $8,900 | $7,500 | $8,500 | $7,500 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 204E10000 SUBGRADE COMPACTION | 178 SY | $2.00 | $6.00 | $3.20 | $4.50 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE3" | 1,970 SY | $5.50 | $5.00 | $5.50 | $5.50 |
| 304E20000 AGGREGATE BASE | 29 CY | $120 | $90.00 | $105 | $120 |
| 407E10000 TACK COAT | 158 GAL | $2.25 | $5.00 | $2.25 | $2.25 |
| 621E00100 RPM | 221 EACH | $26.00 | $30.00 | $25.00 | $43.50 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 240 EACH | $5.00 | $10.00 | $22.00 | $25.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST(U-CHANNEL POST) | 546 FT | $11.00 | $9.00 | $9.00 | $9.00 |
| 630E08600 SIGN POST REFLECTOR | 5 EACH | $23.00 | $22.00 | $22.00 | $22.00 |
| 630E80100 SIGN, FLAT SHEET | 277 SF | $20.00 | $19.00 | $19.00 | $19.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 60 EACH | $10.00 | $10.00 | $10.00 | $10.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 3 EACH | $58.00 | $50.00 | $50.00 | $50.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 61 EACH | $11.00 | $10.00 | $10.00 | $10.00 |
| 630E86010 REMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECT | 1 EACH | $100 | $50.00 | $50.00 | $50.00 |
| 642E00094 EDGE LINE, 6" | 2.97 MILE | $732 | $1,345 | $925 | $1,345 |
| 642E00290 CENTER LINE | 0.86 MILE | $1,190 | $1,385 | $1,425 | $1,385 |
| 642E00490 STOP LINE | 81 FT | $5.00 | $3.00 | $9.00 | $3.00 |
| 642E00690 TRANSVERSE/DIAGONAL LINE | 598 FT | $2.00 | $2.50 | $3.55 | $2.50 |
| 614E12336 WORK ZONE IMPACT ATTENUATOR (UNIDIRECTIONAL) | 4 EACH | $2,058 | $2,500 | $2,500 | $2,100 |
| 614E12420 DETOUR SIGNING | 1 LS | $1,218 | $2,000 | $1,150 | $5,000 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 46 EACH | $8.00 | $10.00 | $35.00 | $8.00 |
| 614E13350 OBJECT MARKER, ONE WAY | 46 EACH | $8.00 | $17.00 | $35.00 | $11.00 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 0.2 MILE | $4,100 | $3,915 | $3,915 | $2,750 |
| 614E22100 WORK ZONE EDGE LINE, CLASS I, 4", 642 PAINT | 1.01 MILE | $1,000 | $1,025 | $1,025 | $2,600 |
| 622E41020 PORTABLE BARRIER, 32", BRIDGE MOUNTED | 330 FT | $29.00 | $28.00 | $16.00 | $23.00 |
| 510E09950 DOWEL HOLES WITH CEMENT GROUT | 194 EACH | $21.00 | $25.00 | $15.00 | $22.50 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 930 SY | $9.00 | $11.00 | $8.25 | $8.25 |
| 512E33000 TYPE 2 WATERPROOFING | 57 SY | $32.00 | $20.00 | $26.00 | $25.00 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 4,125 EACH | $3.00 | $3.00 | $3.25 | $3.00 |
| 516E45304 REFURBISH BEARING DEVICE | 10 EACH | $1,376 | $1,200 | $2,050 | $725 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $7,940 | $9,000 | $7,500 | $9,500 |
| 518E12201 SCUPPERS, INCLUDING SUPPORTS, AS PER PLAN | 4 EACH | $1,370 | $1,400 | $1,300 | $1,250 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 51 CY | $102 | $120 | $125 | $128 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 180 FT | $8.30 | $8.00 | $6.00 | $8.50 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 80 FT | $11.00 | $11.00 | $15.00 | $12.50 |
| 519E11100 PATCHING CONCRETE STRUCTURE | 23 SF | $158 | $200 | $150 | $150 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $7,500 | $7,200 | $12,000 | $15,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 511E21520 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 323 CY | $788 | $255k | 19% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $134,200 | $134k | 10% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 109,981 LB | $1 | $110k | 8% |
| 202E23001 PAVEMENT REMOVED, AS PER PLAN | 14,165 SY | $7 | $99k | 8% |
| 516E11210 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 132 FT | $409 | $54k | 4% |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 631 CY | $79 | $50k | 4% |
| 511E34448 CLASS QC2 CONCRETE, BRIDGE DECK (PARAPET) | 114.5 CY | $419 | $48k | 4% |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 49.6 CY | $872 | $43k | 3% |
| 526E25000 REINFORCED CONCRETE APPROACH SLABS (T=15") | 167 SY | $252 | $42k | 3% |
| 614E12757 WORK ZONE CROSSOVER LIGHTING SYSTEM, AS PER PLAN | 1 EACH | $40,200 | $40k | 3% |