Log-US 33-15.96/20.80
Logan County · est $1.8M
Bid dateThursday, May 13—
Logan County · est $1.8M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 8.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 65 more items below.
| Item | Quantity | R1Complete General Construction Company | R2Double Z Construction Company | R3Shelly & Sands INC | % of bid |
|---|---|---|---|---|---|
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $140,000 | $65,000 | $100,000 | 10% |
| 848E10100 LATEX MODIFIED CONCRETE OVERLAY USING HYDRODEMOLIT | 1,518 SY | $70.00 | $98.00 | $78.00 | 8% |
| 848E10100 LATEX MODIFIED CONCRETE OVERLAY USING HYDRODEMOLIT | 1,518 SY | $70.00 | $98.00 | $78.00 | 8% |
| 848E20001 SURFACE PREPARATION USING HYDRODEMOLITION, AS PER | 1,494 SY | $60.00 | $55.00 | $64.00 | 6% |
| 848E20001 SURFACE PREPARATION USING HYDRODEMOLITION, AS PER | 1,494 SY | $60.00 |
| Item | Quantity | R1Complete General Construction Company | R2Double Z Construction Company | R3Shelly & Sands INC |
|---|---|---|---|---|
| 202E23500 WEARING COURSE REMOVED | 2,611 SY | $4.20 | $7.50 | $7.00 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 | $1.00 |
| 407E10000 TACK COAT | 212 GAL | $3.00 | $3.00 | $3.00 |
| 618E40100 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 8,159 FT | $0.75 | $1.00 | $0.70 |
| 621E00100 RPM | 10 EACH | $400 | $200 |
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 →
| $55.00 |
| $64.00 |
| 6% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 4,680 FT | $17.00 | $16.00 | $16.00 | 6% |
| 848E20001 SURFACE PREPARATION USING HYDRODEMOLITION, AS PER | 907 SY | $74.00 | $55.00 | $68.00 | 5% |
| 848E10100 LATEX MODIFIED CONCRETE OVERLAY USING HYDRODEMOLIT | 929 SY | $72.00 | $107 | $86.00 | 5% |
| 516E11210 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 108 FT | $600 | $615 | $575 | 5% |
| 516E11210 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 102 FT | $600 | $615 | $576 | 4% |
| 516E11210 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 102 FT | $600 | $615 | $580 | 4% |
| 618E40101 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE), AS PER | 8,159 FT | $7.50 | $8.50 | $7.90 | 4% |
| 848E30100 LATEX MODIFIED CONCRETE OVERLAY (VARIABLE THICKNES | 142 CY | $425 | $640 | $675 | 4% |
| 848E30100 LATEX MODIFIED CONCRETE OVERLAY (VARIABLE THICKNES | 133 CY | $425 | $640 | $675 | 4% |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 5.76 MILE | $8,600 | $6,500 | $6,500 | 4% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $49,000 | $45,000 | $46,500 | 4% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $49,000 | $45,000 | $47,500 | 4% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $46,000 | $45,000 | $46,500 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $40,000 | $40,000 | 3% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 112 CY | $335 | $335 | $335 | 3% |
| $395 |
| 621E90000 RPM, MISC.: REFLECTORS, AS PER PLAN | 90 EACH | $50.00 | $55.00 | $35.50 |
| 621E90000 RPM, MISC.: REMOVED | 10 EACH | $20.00 | $5.00 | $9.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 1.91 MILE | $1,550 | $900 | $1,200 |
| 642E00204 LANE LINE, 6", TYPE 1 | 1.19 MILE | $1,550 | $750 | $650 |
| 642E01510 DOTTED LINE, 6", TYPE 1 | 751 FT | $0.50 | $2.50 | $2.00 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 100 HOUR | $85.00 | $65.00 | $72.00 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,050 | $2,500 | $2,100 |
| 614E12420 DETOUR SIGNING | 1 LS | $4,585 | $3,000 | $4,000 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, ONE WAY | 101 EACH | $10.00 | $9.33 | $7.00 |
| 614E13350 OBJECT MARKER, ONE WAY | 101 EACH | $13.00 | $13.65 | $1.32 |
| 614E23400 WORK ZONE CHANNELIZING LINE, CLASS I, 8", 740.06, | 207 FT | $2.50 | $4.83 | $2.00 |
| 614E24402 WORK ZONE DOTTED LINE, CLASS I, 6", 740.06, TYPE I | 870 FT | $2.50 | $1.15 | $1.00 |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 316 SY | $100 | $135 | $100 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 832 LB | $3.67 | $2.00 | $4.00 |
| 509E20001 REINFORCING STEEL, REPLACEMENT OF EXISTING REINFOR | 50 LB | $5.69 | $3.00 | $3.79 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 107 EACH | $14.00 | $15.00 | $22.00 |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 10 CY | $2,600 | $2,000 | $2,450 |
| 511E34444 CLASS QC2 CONCRETE, BRIDGE DECK | 7 CY | $1,800 | $1,600 | $4,200 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 973 SY | $18.50 | $18.50 | $18.50 |
| 512E10600 CONCRETE REPAIR BY EPOXY INJECTION | 13 FT | $140 | $155 | $140 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 167 SY | $23.50 | $11.50 | $23.50 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN | 102 FT | $21.50 | $19.00 | $21.50 |
| 516E45305 REFURBISH BEARING DEVICE, AS PER PLAN | 1 EACH | $2,300 | $2,900 | $2,600 |
| 516E46701 RESET BEARING, AS PER PLAN | 5 EACH | $2,150 | $2,550 | $2,100 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $7,200 | $9,500 | $7,200 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 66 SF | $95.00 | $125 | $95.00 |
| 848E30100 LATEX MODIFIED CONCRETE OVERLAY (VARIABLE THICKNES | 81 CY | $425 | $640 | $675 |
| 848E50000 HAND CHIPPING | 77 SY | $70.00 | $115 | $82.00 |
| 848E50100 TEST SLAB | 1 LS | $3,000 | $1,500 | $2,800 |
| 848E50200 FULL-DEPTH REPAIR | 1 CY | $1,500 | $1,500 | $2,300 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 797 LB | $3.69 | $2.00 | $4.00 |
| 509E20001 REINFORCING STEEL, REPLACEMENT OF EXISTING REINFOR | 50 LB | $5.69 | $3.00 | $3.79 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 102 EACH | $14.00 | $16.50 | $23.00 |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 10 CY | $2,600 | $2,000 | $2,440 |
| 511E34444 CLASS QC2 CONCRETE, BRIDGE DECK | 7 CY | $1,800 | $1,400 | $3,600 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 811 SY | $18.50 | $18.50 | $18.50 |
| 512E10600 CONCRETE REPAIR BY EPOXY INJECTION | 36 FT | $130 | $175 | $130 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 128 SY | $23.50 | $11.50 | $23.50 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN | 96 FT | $21.50 | $20.00 | $21.50 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 20 SF | $150 | $108 | $150 |
| 848E50000 HAND CHIPPING | 128 SY | $70.00 | $105 | $60.00 |
| 848E50100 TEST SLAB | 1 LS | $3,000 | $1,500 | $2,800 |
| 848E50200 FULL-DEPTH REPAIR | 2 CY | $1,500 | $1,500 | $2,000 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 797 LB | $3.69 | $2.00 | $4.00 |
| 509E20001 REINFORCING STEEL, REPLACEMENT OF EXISTING REINFOR | 50 LB | $5.69 | $3.00 | $3.80 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 102 EACH | $14.00 | $16.50 | $23.00 |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 10 CY | $2,600 | $2,000 | $2,700 |
| 511E34444 CLASS QC2 CONCRETE, BRIDGE DECK | 7 CY | $1,800 | $1,400 | $3,600 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 802 SY | $18.50 | $18.50 | $18.50 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 105 SY | $23.50 | $11.50 | $23.50 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN | 96 FT | $21.50 | $20.00 | $21.50 |
| 516E46701 RESET BEARING, AS PER PLAN | 6 EACH | $2,050 | $2,550 | $1,900 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $7,450 | $9,500 | $7,500 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 12 SF | $165 | $110 | $165 |
| 848E50000 HAND CHIPPING | 137 SY | $70.00 | $104 | $60.00 |
| 848E50100 TEST SLAB | 1 LS | $3,000 | $1,500 | $2,800 |
| 848E50200 FULL-DEPTH REPAIR | 1 CY | $1,500 | $1,000 | $3,300 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $14,000 | $15,000 | $10,898 |
| 619E16010 FIELD OFFICE, TYPE B | 12 MNTH | $2,700 | $1,500 | $2,800 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $10,000 | $2,000 | $5,200 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $140,000 | $140k | 8% |
| 848E10100 LATEX MODIFIED CONCRETE OVERLAY USING HYDRODEMOLIT | 1,518 SY | $70 | $106k | 6% |
| 848E10100 LATEX MODIFIED CONCRETE OVERLAY USING HYDRODEMOLIT | 1,518 SY | $70 | $106k | 6% |
| 848E20001 SURFACE PREPARATION USING HYDRODEMOLITION, AS PER | 1,494 SY | $60 | $90k | 5% |
| 848E20001 SURFACE PREPARATION USING HYDRODEMOLITION, AS PER | 1,494 SY | $60 | $90k | 5% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 4,680 FT | $17 | $80k | 4% |
| 848E20001 SURFACE PREPARATION USING HYDRODEMOLITION, AS PER | 907 SY | $74 | $67k | 4% |
| 848E10100 LATEX MODIFIED CONCRETE OVERLAY USING HYDRODEMOLIT | 929 SY | $72 | $67k | 4% |
| 516E11210 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 108 FT | $600 | $65k | 3% |
| 516E11210 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 102 FT | $600 | $61k | 3% |