Mus-US 22/SR 83-26.63/00.00
Muskingum County · est $5.6M
Bid dateThursday, November 13—
Muskingum County · est $5.6M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 46 more items below.
| Item | Quantity | R1Nls Paving, INC | R2Shelly Company | R3Shelly & Sands INC | % of bid |
|---|---|---|---|---|---|
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 10,680 CY | $230 | $233 | $230 | 45% |
| 253E02000 PAVEMENT REPAIR (A) | 2,650 CY | $345 | $316 | $365 | 17% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.50" | 256,219 SY | $1.85 | $2.30 | $3.00 | 9% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $350,000 | $453,000 | $396,927 | 6% |
| 624E10000 MOBILIZATION | 1 LS | $200,000 | $115,000 | $65,000 | 4% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 326 CY | $500 | $385 | $485 | 3% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 1,964 CY | $78.50 |
| Item | Quantity | R1Nls Paving, INC | R2Shelly Company | R3Shelly & Sands INC |
|---|---|---|---|---|
| 202E23001 PAVEMENT REMOVED, AS PER PLAN | 146 SY | $100 | $30.00 | $95.00 |
| 202E30000 WALK REMOVED | 512 SF | $18.00 | $12.00 | $6.00 |
| 202E32000 CURB REMOVED | 72 FT | $30.00 | $17.00 | $18.00 |
| 203E10000 EXCAVATION | 1 CY | $700 | $150 | $400 |
| 608E10000 4" CONCRETE WALK | 50 SF | $35.00 | $20.00 | $60.00 |
| 608E13000 6" CONCRETE WALK | 55 SF | $40.00 |
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 →
| $90.00 |
| $115 |
| 3% |
| 644E00104 EDGE LINE, 6" | 30.8 MILE | $3,500 | $3,580 | $3,500 | 2% |
| 253E02000 PAVEMENT REPAIR (B) | 150 CY | $525 | $855 | $685 | 1% |
| 644E00300 CENTER LINE | 15.86 MILE | $4,500 | $4,795 | $4,500 | 1% |
| 202E23500 WEARING COURSE REMOVED | 9,254 SY | $7.50 | $7.50 | $11.00 | 1% |
| 252E01001 FULL DEPTH RIGID PAVEMENT REMOVAL AND FLEXIBLE REP | 320 SY | $215 | $244 | $350 | 1% |
| 407E20000 NON-TRACKING TACK COAT | 21,033 GAL | $3.25 | $4.10 | $3.30 | 1% |
| 408E10001 PRIME COAT, AS PER PLAN | 14,316 GAL | $4.50 | $4.50 | $4.75 | 1% |
| 621E00100 RPM | 1,466 EACH | $36.00 | $36.00 | $34.00 | 1% |
| 209E72051 PREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLA | 30.12 MILE | $1,650 | $1,500 | $2,600 | 1% |
| 619E16020 FIELD OFFICE, TYPE C | 18 MNTH | $2,500 | $3,000 | $3,500 | 1% |
| 611E98631 CATCH BASIN ADJUSTED TO GRADE, AS PER PLAN | 20 EACH | $2,150 | $1,100 | $1,200 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $28,942 | $15,000 | $24,999 | 1% |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 18 EACH | $1,600 | $1,100 | $1,200 | 1% |
| $20.00 |
| $55.00 |
| 608E52000 CURB RAMP | 566 SF | $45.00 | $20.00 | $35.00 |
| 608E53020 DETECTABLE WARNING | 24 SF | $45.00 | $50.00 | $55.00 |
| 609E26000 CURB, TYPE 6 | 64 FT | $55.00 | $40.00 | $75.00 |
| 611E98635 CATCH BASIN RECONSTRUCTED TO GRADE, AS PER PLAN | 1 EACH | $3,200 | $1,500 | $1,700 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 5 EACH | $750 | $430 | $800 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 1,586 FT | $5.00 | $5.65 | $1.75 |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 28 CY | $525 | $325 | $750 |
| 304E20000 AGGREGATE BASE | 24 CY | $350 | $190 | $290 |
| 409E30000 SAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINT | 52 FT | $29.00 | $28.79 | $32.50 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN | 378 FT | $29.00 | $28.79 | $32.50 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 1,466 EACH | $8.00 | $4.25 | $17.00 |
| 630E03101 GROUND MOUNTED SUPPORT, NO. 3 POST, AS PER PLAN | 37.5 FT | $38.00 | $35.00 | $38.00 |
| 630E80100 SIGN, FLAT SHEET | 27 SF | $52.00 | $35.00 | $52.00 |
| 644E00204 LANE LINE, 6" | 0.86 MILE | $2,500 | $2,465 | $2,500 |
| 644E00400 CHANNELIZING LINE, 8" | 1,030 FT | $2.00 | $2.80 | $2.00 |
| 644E00500 STOP LINE | 1,133 FT | $5.00 | $11.10 | $5.00 |
| 644E00620 CROSSWALK LINE, 12" | 2,004 FT | $4.00 | $4.80 | $4.00 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 465 FT | $5.00 | $8.85 | $5.00 |
| 644E01110 SCHOOL SYMBOL MARKING, 96" | 4 EACH | $500 | $880 | $500 |
| 644E01200 PARKING LOT STALL MARKING | 3,475 FT | $2.00 | $2.45 | $2.00 |
| 644E01300 LANE ARROW, 96" | 19 EACH | $120 | $105 | $120 |
| 644E01410 WORD ON PAVEMENT, 96" | 6 EACH | $150 | $155 | $150 |
| 644E01510 DOTTED LINE, 6" | 240 FT | $2.00 | $2.75 | $2.00 |
| 644E20800 YIELD LINE | 80 FT | $15.00 | $12.50 | $15.00 |
| 646E10010 EDGE LINE, 6" | 0.32 MILE | $20,000 | $14,250 | $20,000 |
| 646E10200 CENTER LINE | 0.16 MILE | $20,000 | $20,650 | $20,000 |
| 647E20212 HANDICAP SYMBOL MARKING, TYPE B125 | 2 EACH | $500 | $225 | $500 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 300 HOUR | $95.00 | $75.00 | $91.00 |
| 614E12460 WORK ZONE MARKING SIGN | 86 EACH | $90.00 | $88.02 | $88.00 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 17 CY | $350 | $190 | $215 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 12 SNMT | $1,500 | $1,500 | $1,500 |
| 614E20560 WORK ZONE LANE LINE, CLASS III, 6", 642 PAINT | 0.86 MILE | $1,495 | $1,500 | $1,500 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 15.87 MILE | $855 | $860 | $845 |
| 614E23680 WORK ZONE CHANNELIZING LINE, CLASS III, 8", 642 PA | 1,030 FT | $1.92 | $2.00 | $1.75 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 186 FT | $8.50 | $9.00 | $8.00 |
| 202E11300 PORTIONS OF STRUCTURE REMOVED(END DAM CONCRETE) | 0.5 CY | $6,660 | $6,660 | $18,800 |
| 511E53012 CLASS QC2 CONCRETE, MISC.: ACCELERATING ADMIXTURE | 0.5 CY | $9,360 | $9,360 | $25,200 |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 18 CF | $591 | $591 | $700 |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 14 CF | $605 | $605 | $725 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $10,000 | $5,000 | $8,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E50101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS | 10,680 CY | $230 | $2.46M | 43% |
| 253E02000 PAVEMENT REPAIR (A) | 2,650 CY | $345 | $914k | 16% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.50" | 256,219 SY | $1.85 | $474k | 8% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $350,000 | $350k | 6% |
| 624E10000 MOBILIZATION | 1 LS | $200,000 | $200k | 3% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 326 CY | $500 | $163k | 3% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 1,964 CY | $78.5 | $154k | 3% |
| 644E00104 EDGE LINE, 6" | 30.8 MILE | $3,500 | $108k | 2% |
| 253E02000 PAVEMENT REPAIR (B) | 150 CY | $525 | $79k | 1% |
| 644E00300 CENTER LINE | 15.86 MILE | $4,500 | $71k | 1% |