Cos-CR 621-00.00
Coshocton County · est $2.3M
Bid dateThursday, January 30—
Coshocton County · est $2.3M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 62 more items below.
| Item | Quantity | R1Shelly Company | R2Melway Paving CO INC | % of bid |
|---|---|---|---|---|
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 1,988 CY | $170 | $191 | 16% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 1,672 CY | $174 | $197 | 14% |
| 304E20001 AGGREGATE BASE, AS PER PLAN (LIMESTONE) | 2,321 CY | $96.75 | $130 | 11% |
| 441E50200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (1166 CY | $190 | $223 | 10% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $217,000 | $165,000 | 10% |
| 203E10000 EXCAVATION | 4,692 CY | $46.00 | $39.35 | 10% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (539 CY | $176 | $215 | 4% |
| 452E12010 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 932 SY | $100 | $80.00 | 4% |
| 659E00300 TOPSOIL | 1,102 CY | $60.00 | $44.00 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $50,000 | $73,000 | 2% |
| 638E10300 FIRE HYDRANT EXTENDED AND ADJUSTED TO GRADE | 13 EACH | $3,750 | $4,396 | 2% |
| 411E10000 STABILIZED CRUSHED AGGREGATE | 491 CY | $92.00 | $100 | 2% |
| 630E97700 SIGNING, MISC.: SOLAR POWERED RECTANGULAR RAPID FL | 4 EACH | $11,250 | $5,250 | 2% |
| 203E20000 EMBANKMENT | 1,290 CY | $29.00 | $45.25 | 2% |
| 204E30010 GRANULAR MATERIAL, TYPE B | 500 CY | $72.00 | $95.15 | 2% |
| 452E10010 6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 154 SY | $158 | $72.00 | 1% |
| 204E10000 SUBGRADE COMPACTION | 15,215 SY | $1.50 | $2.30 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $20,000 | $25,200 | 1% |
| 204E13000 EXCAVATION OF SUBGRADE | 500 CY | $39.00 | $36.25 | 1% |
| 608E52001 CURB RAMP, AS PER PLAN | 739 SF | $24.00 | $20.10 | 1% |
| Item | Quantity | R1Shelly Company | R2Melway Paving CO INC |
|---|---|---|---|
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN | 1 LS | $15,000 | $8,715 |
| 202E23000 PAVEMENT REMOVED | 284 SY | $31.75 | $4.80 |
| 202E23500 WEARING COURSE REMOVED | 404 SY | $23.75 | $7.00 |
| 202E30000 WALK REMOVED | 200 SF | $3.50 | $3.15 |
| 202E32000 CURB REMOVED | 55 FT | $13.00 | $11.50 |
| 202E70110 SPECIAL - PIPE CLEANOUT, 24" AND UNDER | 50 FT | $83.00 | $30.15 |
| 202E98100 REMOVAL MISC.: REMOVAL AND STORAGE OF PROPERTY OWN | 9 EACH | $380 |
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 →
| $603 |
| 204E45000 PROOF ROLLING | 7 HOUR | $240 | $101 |
| 204E50000 GEOTEXTILE FABRIC | 500 SY | $1.30 | $0.70 |
| 204E51000 GEOGRID | 500 SY | $2.30 | $1.15 |
| 608E10001 4" CONCRETE WALK, AS PER PLAN | 399 SF | $13.75 | $8.55 |
| 623E39500 MONUMENT ASSEMBLY ADJUSTED TO GRADE | 3 EACH | $1,000 | $1,155 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $125 | $125 |
| 659E10000 SEEDING AND MULCHING | 9,919 SY | $0.70 | $0.71 |
| 659E14000 REPAIR SEEDING AND MULCHING | 496 SY | $0.80 | $0.80 |
| 659E20000 COMMERCIAL FERTILIZER | 1.34 TON | $837 | $838 |
| 659E31000 LIME | 2.05 ACRE | $155 | $155 |
| 659E35000 WATER | 54 MGAL | $1.00 | $1.00 |
| 670E00500 SLOPE EROSION PROTECTION | 1,181 SY | $1.29 | $1.30 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $2,500 | $2,360 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $1,500 | $3,075 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $7,500 | $505 |
| 832E30000 EROSION CONTROL | 15,000 EACH | $1.00 | $1.00 |
| 611E04400 12" CONDUIT, TYPE B, FOR DRAINAGE CONNECTION | 25 FT | $70.00 | $195 |
| 611E04400 12" CONDUIT, TYPE B, FOR SANITARY | 25 FT | $95.00 | $379 |
| 611E04600 12" CONDUIT, TYPE C | 50 FT | $65.00 | $129 |
| 611E04600 12" CONDUIT, TYPE C, FOR DRAINAGE CONNECTION | 25 FT | $70.00 | $153 |
| 611E04600 12" CONDUIT, TYPE C, FOR SANITARY | 25 FT | $95.00 | $228 |
| 611E05100 12" CONDUIT, TYPE E, FOR DRAINAGE CONNECTION | 25 FT | $70.00 | $126 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 2 EACH | $955 | $317 |
| 611E98700 INLET, SIDE DITCH | 2 EACH | $2,300 | $3,015 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 5 EACH | $965 | $453 |
| 611E99660 MANHOLE RECONSTRUCTED TO GRADE | 7 EACH | $2,300 | $9,000 |
| 611E99820 SPECIAL - MISCELLANEOUS METAL | 1,000 LB | $2.00 | $5.00 |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 25 CY | $210 | $186 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 22 EACH | $350 | $317 |
| 407E10000 TACK COAT | 4,187 GAL | $3.90 | $2.51 |
| 609E12000 COMBINATION CURB AND GUTTER, TYPE 2 | 42 FT | $115 | $49.00 |
| 618E41000 RUMBLE STRIPES, EDGE LINE (ASPHALT CONCRETE) | 2.91 MILE | $2,725 | $2,581 |
| 620E00500 DELINEATOR, POST GROUND MOUNTED | 3 EACH | $500 | $503 |
| 621E00100 RPM | 99 EACH | $55.00 | $56.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 99 EACH | $32.00 | $10.00 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 308 FT | $9.00 | $5.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 82.8 FT | $11.00 | $6.00 |
| 630E80100 SIGN, FLAT SHEET | 181.2 SF | $15.00 | $20.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 17 EACH | $30.00 | $300 |
| 630E86010 REMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECT | 9 EACH | $30.00 | $300 |
| 642E00100 EDGE LINE, 4", TYPE 1 | 1.49 MILE | $550 | $1,357 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 2.84 MILE | $600 | $1,382 |
| 642E00300 CENTER LINE, TYPE 1 | 2.91 MILE | $700 | $1,558 |
| 642E00404 CHANNELIZING LINE, 12", TYPE 1 | 7,478 FT | $0.65 | $0.55 |
| 642E00500 STOP LINE, TYPE 1 | 48 FT | $3.50 | $12.60 |
| 642E00620 CROSSWALK LINE, 12", TYPE 1 | 88 FT | $3.00 | $6.05 |
| 642E00630 CROSSWALK LINE, 24", TYPE 1 | 100 FT | $3.50 | $7.05 |
| 642E01400 WORD ON PAVEMENT, 72", TYPE 1 | 2 EACH | $150 | $327 |
| 642E01410 WORD ON PAVEMENT, 96", TYPE 1 | 6 EACH | $175 | $252 |
| 642E19000 SHARED LANE MARKING, TYPE 1 | 12 EACH | $50.00 | $76.00 |
| 642E20802 YIELD LINE, TYPE 1 | 66 FT | $20.00 | $26.00 |
| 410E12000 TRAFFIC COMPACTED SURFACE, TYPE A OR B | 50 CY | $160 | $450 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 25 CY | $235 | $450 |
| 616E10000 WATER | 24 MGAL | $1.00 | $1.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $8,500 | $10,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 1,988 CY | $170.25 | $338k | 14% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 1,672 CY | $174 | $291k | 12% |
| 304E20001 AGGREGATE BASE, AS PER PLAN (LIMESTONE) | 2,321 CY | $96.75 | $225k | 10% |
| 441E50200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (1166 CY | $190 | $222k | 9% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $217,000 | $217k | 9% |
| 203E10000 EXCAVATION | 4,692 CY | $46 | $216k | 9% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (539 CY | $176 | $95k | 4% |
| 452E12010 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 932 SY | $100 | $93k | 4% |
| 659E00300 TOPSOIL | 1,102 CY | $60 | $66k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $50,000 | $50k | 2% |