SCI-US 52-31.24
SCI County · est $1.6M
Bid dateThursday, February 27—
SCI County · est $1.6M
Published by ODOTon this contract’s Proposal PDF · DBE Goal: 6.0%
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 79 more items below.
| Item | Quantity | R1Amaazz Construction Ohio LLC | R2Shelly Company | % of bid |
|---|---|---|---|---|
| 424E12000 FINE GRADED POLYMER ASPHALT CONCRETE, TYPE B | 3,129 CY | $191 | $194 | 42% |
| 255E10011 FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, | 500 SY | $284 | $335 | 10% |
| 897E01010 PAVEMENT PLANING, ASPHALT CONCRETE, CLASS A, 0.75" | 112,635 SY | $1.11 | $1.00 | 9% |
| 848E10000 MICRO SILICA MODIFIED CONCRETE OVERLAY USING HYDRO | 316 SY | $152 | $90.00 | 3% |
| 848E10000 MICRO SILICA MODIFIED CONCRETE OVERLAY USING HYDRO | 316 SY | $152 | $90.00 | 3% |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $46,440 | $20,000 | 3% |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $46,440 | $20,000 | 3% |
| 644E00104 EDGE LINE, 6" |
| Item | Quantity | R1Amaazz Construction Ohio LLC | R2Shelly Company |
|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $6,265 | $5,500 |
| 202E23000 PAVEMENT REMOVED | 169 SY | $8.64 | $26.25 |
| 202E38000 GUARDRAIL REMOVED | 337.5 FT | $2.70 | $2.00 |
| 202E38300 GUARDRAIL REMOVED, BARRIER DESIGN | 125 FT | $3.78 | $2.40 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 2 EACH | $216 | $145 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 8 EACH | $108 | $95.00 |
| 202E47800 IMPACT ATTENUATOR REMOVED | 2 EACH | $216 |
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 →
| 10.35 MILE |
| $3,690 |
| $3,417 |
| 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $36,623 | $50,000 | 3% |
| 837E10000 LINER PIPE 48", ( 707.12, 748.06, SS938, 707.75) | 240 FT | $151 | $150 | 3% |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 298 SY | $108 | $115 | 2% |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 298 SY | $108 | $115 | 2% |
| 617E10100 COMPACTED AGGREGATE | 335 CY | $86.40 | $71.25 | 2% |
| 837E21000 BACKFILL FOR LINER PIPE | 240 FT | $112 | $73.00 | 2% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 1,559 FT | $16.20 | $20.00 | 2% |
| 202E70130 SPECIAL - PIPE CLEANOUT OVER 48" | 240 FT | $97.31 | $45.50 | 2% |
| 407E10000 TACK COAT | 9,726 GAL | $2.16 | $1.85 | 1% |
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 62 CY | $305 | $335 | 1% |
| 808E18700 DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 15 SNMT | $1,188 | $900 | 1% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $15,977 | $25,000 | 1% |
| $245 |
| 209E60500 LINEAR GRADING | 10.3 MILE | $705 | $1,200 |
| 209E70000 BORROW | 10 CY | $252 | $525 |
| 209E72001 PREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLA | 8 STA | $181 | $565 |
| 606E15050 GUARDRAIL, TYPE MGS | 600 FT | $18.90 | $17.80 |
| 606E26050 ANCHOR ASSEMBLY, MGS TYPE B | 2 EACH | $1,890 | $1,925 |
| 606E26100 ANCHOR ASSEMBLY, TYPE E | 2 EACH | $2,484 | $2,035 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $2,160 | $2,245 |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 12 CY | $238 | $295 |
| 659E10000 SEEDING AND MULCHING | 1,000 SY | $2.75 | $2.66 |
| 659E14000 REPAIR SEEDING AND MULCHING | 50 SY | $2.75 | $0.68 |
| 659E20000 COMMERCIAL FERTILIZER | 0.14 TON | $653 | $645 |
| 659E31000 LIME | 0.21 ACRE | $81.00 | $151 |
| 659E35000 WATER | 5 MGAL | $1.08 | $1.00 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN 1. | 1,768 SY | $4.11 | $8.50 |
| 441E50701 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (5 CY | $1,354 | $1,300 |
| 618E40600 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 10.3 MILE | $943 | $615 |
| 897E02000 PATCHING PLANED SURFACE | 2,718 SY | $1.00 | $5.00 |
| 621E00100 RPM | 346 EACH | $28.08 | $26.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 346 EACH | $17.75 | $17.50 |
| 626E00102 BARRIER REFLECTOR, TYPE 1 (ONE-WAY) | 4 EACH | $5.94 | $7.00 |
| 626E00112 BARRIER REFLECTOR, TYPE 3(ONE WAY) | 9 EACH | $8.10 | $8.00 |
| 644E00204 LANE LINE, 6" | 5.14 MILE | $1,919 | $1,777 |
| 644E00404 CHANNELIZING LINE, 12" | 1,305 FT | $1.94 | $1.80 |
| 644E01510 DOTTED LINE, 6" | 1,175 FT | $1.24 | $1.15 |
| 646E10010 EDGE LINE, 6" | 0.04 MILE | $84,114 | $77,883 |
| 646E10110 LANE LINE, 6" | 0.02 MILE | $64,620 | $59,833 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 40 HOUR | $70.20 | $75.00 |
| 614E11630 INCREASED BARRIER DELINEATION | 1,559 FT | $1.08 | $1.00 |
| 614E12336 WORK ZONE IMPACT ATTENUATOR (UNIDIRECTIONAL) | 4 EACH | $2,268 | $2,280 |
| 614E12460 WORK ZONE MARKING SIGN | 9 EACH | $108 | $100 |
| 614E12484 WORK ZONE INCREASED PENALTIES SIGN | 13 EACH | $108 | $100 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 50 CY | $266 | $175 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, ONE-WAY | 38 EACH | $27.00 | $25.00 |
| 614E13314 BARRIER REFLECTOR, TYPE 3, ONE-WAY | 18 EACH | $48.60 | $45.00 |
| 614E13350 OBJECT MARKER, ONE WAY | 56 EACH | $27.00 | $25.00 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 12 SNMT | $918 | $1,650 |
| 614E20410 WORK ZONE LANE LINE, CLASS II, 6" | 20.68 MILE | $485 | $595 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 2.27 MILE | $1,728 | $1,600 |
| 614E22200 WORK ZONE EDGE LINE, CLASS I, 4", 740.06, TYPE I | 0.57 MILE | $6,453 | $5,975 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I | 1.6 MILE | $8,181 | $7,575 |
| 614E23690 WORK ZONE CHANNELIZING LINE, CLASS III, 12", 642 P | 500 FT | $2.43 | $2.25 |
| 614E24000 WORK ZONE DOTTED LINE, CLASS I | 3,360 FT | $0.70 | $0.65 |
| 614E24400 WORK ZONE DOTTED LINE, CLASS I, 4", 740.06, TYPE I | 2,640 FT | $1.62 | $1.50 |
| 616E10000 WATER | 1 MGAL | $0.01 | $5.00 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 4,409 LB | $1.89 | $1.70 |
| 510E10001 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS | 20 EACH | $51.84 | $25.00 |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 13 CY | $826 | $2,400 |
| 511E34448 CLASS QC2 CONCRETE, BRIDGE DECK (PARAPET) | 6 CY | $2,268 | $2,100 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 42 SY | $48.60 | $45.00 |
| 516E10000 PREFORMED ELASTOMERIC COMPRESSION JOINT SEAL | 93 FT | $23.76 | $22.00 |
| 848E30000 MICRO SILICA MODIFIED CONCRETE OVERLAY (VARIABLE T | 14 CY | $270 | $190 |
| 848E50000 HAND CHIPPING | 31 SY | $81.00 | $65.00 |
| 848E50100 TEST SLAB | 1 LS | $810 | $600 |
| 848E50200 FULL-DEPTH REPAIR | 1 CY | $1,188 | $1,400 |
| 848E50320 EXISTING CONCRETE OVERLAY REMOVED, (1.75") | 298 SY | $23.76 | $20.00 |
| 848E50340 REMOVAL OF DEBONDED OR DETERIORATED EXISTING VARIA | 60 SY | $25.38 | $33.00 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 4,409 LB | $1.89 | $1.70 |
| 510E10001 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS | 20 EACH | $51.84 | $25.00 |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 13 CY | $826 | $2,400 |
| 511E34448 CLASS QC2 CONCRETE, BRIDGE DECK (PARAPET) | 6 CY | $2,268 | $2,100 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 42 SY | $48.60 | $45.00 |
| 516E10000 PREFORMED ELASTOMERIC COMPRESSION JOINT SEAL | 93 FT | $23.76 | $22.00 |
| 848E30000 MICRO SILICA MODIFIED CONCRETE OVERLAY (VARIABLE T | 14 CY | $270 | $190 |
| 848E50000 HAND CHIPPING | 31 SY | $81.00 | $65.00 |
| 848E50100 TEST SLAB | 1 LS | $810 | $600 |
| 848E50200 FULL-DEPTH REPAIR | 1 CY | $1,188 | $1,400 |
| 848E50320 EXISTING CONCRETE OVERLAY REMOVED, (1.75") | 298 SY | $23.76 | $20.00 |
| 848E50340 REMOVAL OF DEBONDED OR DETERIORATED EXISTING VARIA | 60 SY | $25.38 | $33.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $13,987 | $9,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $2,689 | $5,000 |
| 624E10000 MOBILIZATION | 1 LS | $7,020 | $70,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 424E12000 FINE GRADED POLYMER ASPHALT CONCRETE, TYPE B | 3,129 CY | $190.82 | $597k | 34% |
| 255E10011 FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, | 500 SY | $283.59 | $142k | 8% |
| 897E01010 PAVEMENT PLANING, ASPHALT CONCRETE, CLASS A, 0.75" | 112,635 SY | $1.11 | $125k | 7% |
| 848E10000 MICRO SILICA MODIFIED CONCRETE OVERLAY USING HYDRO | 316 SY | $152.28 | $48k | 3% |
| 848E10000 MICRO SILICA MODIFIED CONCRETE OVERLAY USING HYDRO | 316 SY | $152.28 | $48k | 3% |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $46,440 | $46k | 3% |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $46,440 | $46k | 3% |
| 644E00104 EDGE LINE, 6" | 10.35 MILE | $3,690 | $38k | 2% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $36,623 | $37k | 2% |
| 837E10000 LINER PIPE 48", ( 707.12, 748.06, SS938, 707.75) | 240 FT | $150.66 | $36k | 2% |