Col-SR 39-02.61
Columbiana County · est $8.4M
Bid dateThursday, March 21—
Columbiana County · est $8.4M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 66 more items below.
| Item | Quantity | R1Shelly Company | R2Shelly & Sands INC | R3Nls Paving, INC | % of bid |
|---|---|---|---|---|---|
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 11,116 CY | $155 | $155 | $180 | 23% |
| 304E20000 AGGREGATE BASE | 13,561 CY | $80.00 | $85.00 | $100 | 15% |
| 441E10200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 446 (4658 CY | $169 | $155 | $190 | 11% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $640,250 | $430,100 | $336,000 | 9% |
| 441E10100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 2,681 CY | $230 | $230 | $230 | 8% |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN (T | 60,627 SY | $9.50 | $11.00 | $7.50 | 8% |
| 203E10000 EXCAVATION | 12,507 CY |
| Item | Quantity | R1Shelly Company | R2Shelly & Sands INC | R3Nls Paving, INC |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $20,000 | $25,000 | $22,000 |
| 202E38000 GUARDRAIL REMOVED | 9,758 FT | $2.00 | $2.00 | $2.00 |
| 202E75000 FENCE REMOVED | 1,108 FT | $2.50 | $2.50 | $2.50 |
| 203E20001 EMBANKMENT, AS PER PLAN | 16 CY | $160 | $250 | $110 |
| 204E10000 SUBGRADE COMPACTION | 37,419 SY | $1.50 | $1.50 | $1.00 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T |
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 →
| $32.00 |
| $46.00 |
| $28.00 |
| 5% |
| 659E00300 TOPSOIL | 5,430 CY | $40.00 | $14.00 | $7.00 | 3% |
| 832E30000 EROSION CONTROL | 210,000 EACH | $1.00 | $1.00 | $1.00 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $200,000 | $200,000 | $400,000 | 3% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 8,600 FT | $19.60 | $19.60 | $19.60 | 2% |
| 320E70000 RUBBLIZE AND ROLL | 40,420 SY | $3.00 | $4.00 | $2.00 | 2% |
| 202E23000 PAVEMENT REMOVED | 2,670 SY | $40.00 | $18.00 | $10.00 | 1% |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 1,000 HOUR | $100 | $75.00 | $80.00 | 1% |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 600 CY | $150 | $250 | $175 | 1% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016 OR NCHRP 35 | 31 EACH | $2,585 | $2,585 | $2,585 | 1% |
| 203E20000 EMBANKMENT | 2,779 CY | $28.00 | $28.00 | $10.00 | 1% |
| 606E15050 GUARDRAIL, TYPE MGS | 4,306.25 FT | $17.60 | $17.60 | $17.60 | 1% |
| 605E31100 AGGREGATE DRAINS | 3,911 FT | $15.00 | $10.00 | $17.00 | 1% |
| 441E70500 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449) | — | $500 | $650 | $500 | 1% |
| 8 EACH |
| $1,320 |
| $1,320 |
| $1,320 |
| 606E35140 BRIDGE TERMINAL ASSEMBLY, TYPE 4 | 4 EACH | $1,245 | $1,245 | $1,245 |
| 690E50200 SPECIAL - MAILBOX SUPPORT SYSTEM, DOUBLE | 2 EACH | $245 | $245 | $245 |
| 690E98400 SPECIAL - WORK INVOLVING ASBESTOS CONTAINING MATER | 1 LS | $3,500 | $1,000 | $500 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $200 | $25.00 | $100 |
| 659E10000 SEEDING AND MULCHING | 44,289 SY | $0.83 | $0.72 | $0.80 |
| 659E14000 REPAIR SEEDING AND MULCHING | 2,214 SY | $1.00 | $0.72 | $0.80 |
| 659E20000 COMMERCIAL FERTILIZER | 5.98 TON | $1,300 | $250 | $1,400 |
| 659E31000 LIME | 9.15 ACRE | $0.10 | $25.00 | $150 |
| 659E35000 WATER | 239 MGAL | $0.10 | $1.00 | $1.00 |
| 670E00500 SLOPE EROSION PROTECTION | 3,721 SY | $2.00 | $1.25 | $2.65 |
| 670E00700 DITCH EROSION PROTECTION | 975 SY | $3.00 | $1.35 | $2.65 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $3,750 | $3,750 | $5,000 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $7,360 | $15,725 | $30,300 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $15,000 | $14,700 | $14,640 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (T=3.5") | 3,434 SY | $6.00 | $4.50 | $5.00 |
| 407E10000 TACK COAT | 13,357 GAL | $3.00 | $3.50 | $2.75 |
| 441E70700 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (55 CY | $500 | $650 | $480 |
| 452E10010 6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 9 SY | $650 | $850 | $750 |
| 874E21000 LONGITUDINAL JOINT PREPARATION | 4.45 MILE | $10,000 | $15,000 | $6,500 |
| 618E43000 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 4.45 MILE | $1,500 | $1,600 | $1,200 |
| 621E00100 RPM | 463 EACH | $40.00 | $39.00 | $40.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 463 EACH | $5.00 | $10.00 | $7.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 219 EACH | $11.00 | $11.00 | $11.00 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 624 FT | $12.00 | $13.50 | $12.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 505 FT | $15.00 | $15.20 | $15.00 |
| 630E08600 SIGN POST REFLECTOR | 78 EACH | $25.00 | $45.00 | $25.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 145 EACH | $45.00 | $40.00 | $45.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 91 EACH | $20.00 | $15.00 | $20.00 |
| 646E10010 EDGE LINE, 6" | 9 MILE | $3,500 | $3,500 | $3,500 |
| 646E10200 CENTER LINE | 4.52 MILE | $4,850 | $4,850 | $4,850 |
| 646E10400 STOP LINE | 21 FT | $20.00 | $20.00 | $20.00 |
| 646E20110 SCHOOL SYMBOL MARKING, 96" | 2 EACH | $750 | $750 | $750 |
| 646E20504 DOTTED LINE, 6" | 163 FT | $3.00 | $3.00 | $3.00 |
| 410E12000 TRAFFIC COMPACTED SURFACE, TYPE A OR B | 500 CY | $50.00 | $100 | $75.00 |
| 614E12420 DETOUR SIGNING | 1 LS | $14,995 | $14,995 | $14,995 |
| 614E13312 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 300 EACH | $25.00 | $25.00 | $25.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 300 EACH | $25.00 | $25.00 | $25.00 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 12 SNMT | $1,650 | $1,000 | $1,650 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 18 MILE | $950 | $900 | $1,740 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 27 MILE | $475 | $700 | $1,380 |
| 616E10000 WATER | 50 MGAL | $10.00 | $400 | $50.00 |
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN | 1 LS | $5,000 | $5,000 | $2,300 |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $2,000 | $2,000 | $5,500 |
| 202E23500 WEARING COURSE REMOVED | 277 SY | $21.00 | $50.00 | $28.00 |
| 202E38501 BRIDGE RAILING REMOVED, AS PER PLAN | 125 FT | $4.80 | $8.00 | $4.80 |
| 407E10000 TACK COAT | 33 GAL | $3.00 | $3.50 | $2.75 |
| 441E10100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 23 CY | $230 | $400 | $650 |
| 441E10200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 446 (31 CY | $350 | $400 | $450 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 216 SY | $30.00 | $30.00 | $41.00 |
| 512E10600 CONCRETE REPAIR BY EPOXY INJECTION | 25 FT | $100 | $100 | $85.00 |
| 512E33010 TYPE 3 WATERPROOFING | 125 SY | $80.00 | $80.00 | $60.00 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 18 SY | $50.00 | $50.00 | $35.00 |
| 517E75601 DEEP BEAM BRIDGE RETROFIT RAILING, AS PER PLAN | 125 FT | $198 | $200 | $200 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 298 SF | $175 | $175 | $130 |
| 530E00200 SPECIAL - STRUCTURES MISC. - PRESTRESSED BOX BEAM | 1 LS | $8,500 | $8,500 | $8,650 |
| 601E34000 ROCK CHANNEL PROTECTION, TYPE A WITHOUT FILTER | 43 CY | $350 | $350 | $280 |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 85 CF | $525 | $525 | $545 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $15,000 | $60,000 | $30,000 |
| 619E16020 FIELD OFFICE, TYPE C | 8 MNTH | $3,500 | $3,500 | $6,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $25,000 | $125,000 | $100,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 11,116 CY | $155 | $1.72M | 21% |
| 304E20000 AGGREGATE BASE | 13,561 CY | $80 | $1.08M | 13% |
| 441E10200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 446 (4658 CY | $169 | $787k | 10% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $640,250 | $640k | 8% |
| 441E10100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 2,681 CY | $230 | $617k | 8% |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN (T | 60,627 SY | $9.5 | $576k | 7% |
| 203E10000 EXCAVATION | 12,507 CY | $32 | $400k | 5% |
| 659E00300 TOPSOIL | 5,430 CY | $40 | $217k | 3% |
| 832E30000 EROSION CONTROL | 210,000 EACH | $1 | $210k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $200,000 | $200k | 2% |