Mus-US 22-09.95
Muskingum County · est $0.6M
Bid dateThursday, January 12—
Muskingum County · est $0.6M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 7.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 58 more items below.
| Item | Quantity | R1Buds INC | R2Shelly & Sands INC | R3Eclipse CO LLC | % of bid |
|---|---|---|---|---|---|
| 611E95201 10' X 6' CONDUIT, TYPE A, 706.05, AS PER PLAN | 72 FT | $2,058 | $2,275 | $3,081 | 27% |
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 336 CY | $245 | $285 | $258 | 15% |
| 511E51511 CLASS QC2 CONCRETE, SIDEWALK, AS PER PLAN | 9 CY | $4,000 | $1,100 | $631 | 7% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $25,000 | $24,175 | $70,189 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $25,000 | $20,000 | $68,711 | 5% |
| Item | Quantity | R1Buds INC | R2Shelly & Sands INC | R3Eclipse CO LLC |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $3,000 | $1,500 | $5,059 |
| 202E23000 PAVEMENT REMOVED | 242 SY | $25.00 | $12.00 | $18.46 |
| 202E23500 WEARING COURSE REMOVED | 86 SY | $15.00 | $2.50 | $11.72 |
| 202E30000 WALK REMOVED | 922 SF | $4.00 | $1.00 | $1.23 |
| 202E32500 CURB AND GUTTER REMOVED | 182 FT | $6.00 | $6.00 | $7.49 |
| 202E32800 CONCRETE SLOPE PROTECTION REMOVED | 17 SY |
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 →
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1-1/4") |
| 9,675 SY |
| $2.50 |
| $4.25 |
| $3.26 |
| 4% |
| 611E53101 43" X 68" CONDUIT, TYPE A, 706.04, AS PER PLAN | 8 FT | $3,000 | $750 | $1,242 | 4% |
| 511E46211 CLASS QC1 CONCRETE, RETAINING/WINGWALL INCLUDING F | 22 CY | $1,000 | $2,350 | $1,437 | 4% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 1,185 FT | $18.00 | $14.00 | $31.49 | 4% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 36 CY | $580 | $650 | $610 | 4% |
| 202E11001 STRUCTURE REMOVED, AS PER PLAN | 1 LS | $15,000 | $23,000 | $21,677 | 3% |
| 452E12050 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC MS | 84 SY | $172 | $125 | $168 | 3% |
| 609E12000 COMBINATION CURB AND GUTTER, TYPE 2 | 182 FT | $75.00 | $85.00 | $31.56 | 2% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (20 CY | $640 | $850 | $673 | 2% |
| 608E10000 4" CONCRETE WALK | 821 SF | $15.00 | $12.00 | $8.94 | 2% |
| 202E22901 APPROACH SLAB REMOVED, AS PER PLAN | 82 SY | $150 | $40.00 | $123 | 2% |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 9 SNMT | $1,350 | $1,600 | $1,559 | 2% |
| 638E20420 SPECIAL - 8" WATER MAIN POLYVINYL CHLORIDE PIPE AN | 120 FT | $100 | $150 | $155 | 2% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $10,000 | $10,000 | $24,521 | 2% |
| 202E70110 SPECIAL - PIPE CLEANOUT, 24" AND UNDER | 150 FT | $65.00 | $2.50 | $41.72 | 2% |
| $150 |
| $30.00 |
| $26.20 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 16 FT | $50.00 | $65.00 | $48.38 |
| 202E35200 PIPE REMOVED, OVER 24" | 13 FT | $80.00 | $150 | $230 |
| 203E10000 EXCAVATION | 21 CY | $50.00 | $30.00 | $50.68 |
| 203E20000 EMBANKMENT | 1 CY | $120 | $80.00 | $453 |
| 204E10000 SUBGRADE COMPACTION | 257 SY | $4.00 | $6.00 | $1.86 |
| 204E30020 GRANULAR MATERIAL, TYPE C | 11 CY | $85.00 | $85.00 | $134 |
| 601E11000 RIPRAP, TYPE D | 8 SY | $458 | $115 | $565 |
| 601E21000 CONCRETE SLOPE PROTECTION | 17 SY | $480 | $250 | $425 |
| 659E00510 SEEDING AND MULCHING, CLASS 2 | 11 SY | $30.00 | $189 | $157 |
| 659E35000 WATER | 1 MGAL | $1.00 | $1.00 | $1.05 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 | $1.00 |
| 611E04600 12" CONDUIT, TYPE C | 4 FT | $125 | $300 | $361 |
| 611E05900 15" CONDUIT, TYPE B | 5 FT | $142 | $300 | $321 |
| 611E06100 15" CONDUIT, TYPE C | 7 FT | $154 | $200 | $225 |
| 611E13600 30" CONDUIT, TYPE C | 5 FT | $163 | $450 | $346 |
| 611E99150 INLET ADJUSTED TO GRADE | 5 EACH | $1,000 | $900 | $872 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 5 EACH | $975 | $900 | $1,744 |
| 202E70120 SPECIAL - PIPE CLEANOUT, 27" TO 48" | 50 FT | $75.00 | $7.50 | $50.28 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 84 FT | $5.00 | $12.00 | $15.04 |
| 304E20000 AGGREGATE BASE | 36 CY | $120 | $85.00 | $87.17 |
| 407E20000 NON-TRACKING TACK COAT | 547 GAL | $3.50 | $3.25 | $3.68 |
| 638E06500 12" STEEL PIPE ENCASEMENT, OPEN CUT | 16 FT | $150 | $425 | $399 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 5 EACH | $625 | $650 | $872 |
| 638E20554 SPECIAL - 8" GATE VALVE WITH VALVE BOX (CITY OF ZA | 2 EACH | $2,500 | $2,400 | $4,448 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 1 EACH | $15.00 | $95.00 | $526 |
| 644E00204 LANE LINE, 6" | 0.59 MILE | $4,500 | $3,900 | $4,700 |
| 644E00300 CENTER LINE | 0.58 MILE | $9,250 | $9,600 | $9,730 |
| 644E00400 CHANNELIZING LINE, 8" | 100 FT | $3.00 | $3.00 | $2.68 |
| 644E00500 STOP LINE | 190 FT | $9.50 | $10.00 | $9.99 |
| 644E01000 RAILROAD SYMBOL MARKING | 4 EACH | $830 | $1,065 | $873 |
| 644E01300 LANE ARROW | 10 EACH | $125 | $200 | $131 |
| 644E01510 DOTTED LINE, 6" | 80 FT | $2.60 | $2.00 | $2.73 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 50 HOUR | $80.00 | $80.00 | $68.37 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $1,900 | $2,000 | $2,588 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,100 | $2,000 | $2,609 |
| 614E12600 REPLACEMENT DRUM | 10 EACH | $75.00 | $80.00 | $78.10 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (1WAY) | 26 EACH | $10.00 | $7.00 | $19.84 |
| 614E13350 OBJECT MARKER, ONE WAY | 26 EACH | $18.00 | $14.00 | $20.44 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 0.04 MILE | $49,000 | $48,850 | $51,384 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 1.06 MILE | $2,710 | $2,710 | $2,851 |
| 614E40050 BUSINESS ENTRANCE SIGN | 5 EACH | $125 | $125 | $140 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $8,500 | $5,000 | $4,234 |
| 509E26000 GALVANIZED STEEL REINFORCEMENT | 3,210 LB | $2.85 | $3.25 | $6.84 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 40 SY | $25.00 | $18.00 | $36.80 |
| 512E33000 TYPE 2 WATERPROOFING | 126 SY | $19.00 | $26.50 | $27.25 |
| 512E33010 TYPE 3 WATERPROOFING | 110 SY | $35.00 | $40.00 | $71.32 |
| 516E13201 1/2" PREFORMED EXPANSION JOINT FILLER, AS PER PLAN | 15 SF | $15.00 | $1.50 | $8.95 |
| 516E13601 1" PREFORMED EXPANSION JOINT FILLER, AS PER PLAN | 42 SF | $30.00 | $1.50 | $11.03 |
| 518E21230 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 1 LS | $3,000 | $4,000 | $2,156 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $7,000 | $4,700 | $10,841 |
| 619E16000 FIELD OFFICE, TYPE A | 3 MNTH | $200 | $3,200 | $684 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $6,000 | $7,500 | $16,820 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E95201 10' X 6' CONDUIT, TYPE A, 706.05, AS PER PLAN | 72 FT | $2,058 | $148k | 21% |
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 336 CY | $245 | $82k | 12% |
| 511E51511 CLASS QC2 CONCRETE, SIDEWALK, AS PER PLAN | 9 CY | $4,000 | $36k | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $25,000 | $25k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $25,000 | $25k | 4% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1-1/4") | 9,675 SY | $2.5 | $24k | 3% |
| 611E53101 43" X 68" CONDUIT, TYPE A, 706.04, AS PER PLAN | 8 FT | $3,000 | $24k | 3% |
| 511E46211 CLASS QC1 CONCRETE, RETAINING/WINGWALL INCLUDING F | 22 CY | $1,000 | $22k | 3% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 1,185 FT | $18 | $21k | 3% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 36 CY | $580 | $21k | 3% |