Sta-SR 241-14.58 (SRTS)
Stark County · est $0.5M
Bid dateThursday, March 26—
Stark County · est $0.5M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by winning bid’s extended amount · 42 more items below.
| Item | Quantity | R1Ruhlin Company | R2Bog Construction INC | R3Shelly Company | R4Rietschlin Construction INC | R5Stanley Miller Construction Company | % of bid |
|---|---|---|---|---|---|---|---|
| 608E10000 4" CONCRETE WALK | 10,182 SF | $11.00 | $8.50 | $8.50 | $8.00 | $9.50 | 34% |
| 304E20000 AGGREGATE BASE | 181 CY | $165 | $180 | $35.00 | $125 | $150 | 9% |
| 608E52001 CURB RAMP, AS PER PLAN | 1,320 SF | $16.50 | $23.00 | $18.00 | $16.00 | $27.50 | 7% |
| 609E26000 CURB, TYPE 6 | 711 FT | $27.00 | $40.00 | $45.00 | $45.00 | $42.00 | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $17,800 | $18,000 | $50,500 | $35,000 | $42,000 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $17,250 |
| Item | Quantity | R1Ruhlin Company | R2Bog Construction INC | R3Shelly Company | R4Rietschlin Construction INC | R5Stanley Miller Construction Company |
|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $4,303 | $3,500 | $12,000 | $7,700 | $6,000 |
| 202E30000 WALK REMOVED | 280 SF | $2.60 | $10.00 | $3.00 | $7.00 | $2.00 |
| 202E32000 CURB REMOVED | 341 FT | $6.00 | $16.00 | $17.00 | $8.50 | $10.00 |
| 202E38000 GUARDRAIL REMOVED | 166 FT | $2.00 |
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 →
| $20,000 |
| $25,000 |
| $45,000 |
| $32,000 |
| 5% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 33 CY | $500 | $790 | $590 | $540 | $625 | 5% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $13,992 | $10,000 | $1,500 | $7,000 | $12,000 | 4% |
| 452E12050 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC MS | 109 SY | $120 | $125 | $130 | $135 | $150 | 4% |
| 619E16010 FIELD OFFICE, TYPE B | 6 MNTH | $1,530 | $1,000 | $3,500 | $1,500 | $1,500 | 3% |
| 832E30000 EROSION CONTROL | 8,500 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | 3% |
| 511E31610 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 6 CY | $1,100 | $1,000 | $700 | $1,150 | $1,900 | 2% |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 80 HOUR | $80.00 | $50.00 | $100 | $87.00 | $200 | 2% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E | 2 EACH | $3,150 | $3,100 | $2,820 | $3,402 | $3,500 | 2% |
| 659E00300 TOPSOIL | 116 CY | $50.00 | $45.00 | $120 | $62.00 | $50.00 | 2% |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 2 EACH | $2,850 | $3,100 | $2,940 | $3,078 | $3,500 | 2% |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,800 | $2,700 | $3,500 | $2,600 | $4,000 | 2% |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 10 CY | $500 | $150 | $100 | $500 | $150 | 2% |
| 517E74500 RAILING, CONCRETE | 18 FT | $265 | $300 | $1,200 | $440 | $1,600 | 1% |
| 203E10000 EXCAVATION | 322 CY | $14.00 | $40.00 | $80.00 | $56.00 | $80.00 | 1% |
| $4.00 |
| $2.50 |
| $10.00 |
| $10.00 |
| 203E20000 EMBANKMENT | 70 CY | $52.00 | $50.00 | $100 | $46.00 | $80.00 |
| 204E10000 SUBGRADE COMPACTION | 1,459 SY | $1.50 | $5.00 | $3.50 | $6.00 | $1.50 |
| 606E15050 GUARDRAIL, TYPE MGS | 75 FT | $35.00 | $49.00 | $44.80 | $38.00 | $60.00 |
| 690E91000 SPECIAL - AS-BUILT CONSTRUCTION PLANS | 1 LS | $1,000 | $6,000 | $2,000 | $825 | $5,000 |
| 690E98400 SPECIAL - SURVEY CONTROL VERIFICATION | 1 LS | $1,000 | $5,000 | $1,000 | $2,100 | $2,500 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $150 | $50.00 | $300 | $162 | $150 |
| 659E10000 SEEDING AND MULCHING | 1,040 SY | $4.00 | $6.50 | $1.30 | $6.00 | $6.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.14 TON | $1,250 | $1,000 | $1,500 | $1,200 | $800 |
| 659E31000 LIME | 0.03 ACRE | $150 | $100 | $10.00 | $200 | $150 |
| 659E35000 WATER | 6 MGAL | $1.00 | $1.00 | $40.00 | $11.00 | $1.00 |
| 611E99660 MANHOLE RECONSTRUCTED TO GRADE | 1 EACH | $1,500 | $1,500 | $1,300 | $1,600 | $1,200 |
| 407E20000 NON-TRACKING TACK COAT | 44 GAL | $3.00 | $10.00 | $3.00 | $4.00 | $10.00 |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 6 CY | $720 | $1,500 | $1,100 | $780 | $900 |
| 441E70200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 449 (6 CY | $720 | $1,500 | $1,100 | $780 | $900 |
| 609E28000 CURB, TYPE 7 | 35 FT | $55.00 | $45.00 | $50.00 | $88.00 | $75.00 |
| 611E99660 MANHOLE RECONSTRUCTED TO GRADE | 2 EACH | $1,200 | $1,500 | $1,700 | $1,600 | $1,500 |
| 614E13314 BARRIER REFLECTOR, TYPE 3 BIDIRECTION | 4 EACH | $35.00 | $50.00 | $12.50 | $13.00 | $50.00 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 56 FT | $25.00 | $30.00 | $25.00 | $28.00 | $50.00 |
| 630E08600 SIGN POST REFLECTOR | 4 EACH | $35.00 | $50.00 | $35.00 | $88.00 | $50.00 |
| 630E80100 SIGN, FLAT SHEET | 33 SF | $20.00 | $30.00 | $20.00 | $32.00 | $40.00 |
| 646E10010 EDGE LINE, 6" | 0.1 MILE | $15,000 | $30,000 | $15,000 | $407,000 | $30,000 |
| 646E10520 CROSSWALK LINE, 24" | 390 FT | $6.50 | $10.00 | $6.50 | $9.00 | $10.00 |
| 646E50100 REMOVAL OF PAVEMENT MARKING | 244 FT | $15.00 | $20.00 | $15.00 | $3.00 | $30.00 |
| 625E31507 PULL BOX REMOVED AND REPLACED, AS PER PLAN | 1 EACH | $994 | $4,000 | $800 | $800 | $5,000 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, ONE WAY | 4 EACH | $40.00 | $40.00 | $10.00 | $10.00 | $80.00 |
| 614E13350 OBJECT MARKER, ONE WAY | 4 EACH | $40.00 | $40.00 | $10.00 | $24.00 | $80.00 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 0.05 MILE | $17,500 | $20,000 | $17,500 | $16,200 | $30,000 |
| 614E22100 WORK ZONE EDGE LINE, CLASS I, 4", 642 PAINT | 0.05 MILE | $17,500 | $20,000 | $17,500 | $1,620 | $30,000 |
| 616E10000 WATER | 2 MGAL | $31.00 | $1.00 | $50.00 | $10.00 | $1.00 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 150 FT | $30.00 | $50.00 | $40.00 | $61.00 | $55.00 |
| 202E23500 WEARING COURSE REMOVED | 14 SY | $10.00 | $50.00 | $100 | $60.00 | $100 |
| 202E38500 BRIDGE RAILING REMOVED | 18 FT | $80.00 | $40.00 | $50.00 | $90.00 | $50.00 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 1,269 LB | $2.22 | $2.50 | $6.00 | $4.00 | $3.50 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 80 EACH | $38.00 | $15.00 | $23.00 | $22.00 | $22.00 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 13 SY | $12.00 | $40.00 | $75.00 | $49.00 | $80.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 18 SY | $23.00 | $60.00 | $100 | $135 | $80.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 9 SF | $6.26 | $40.00 | $5.00 | $22.00 | $100 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $2,225 | $12,000 | $5,000 | $8,000 | $10,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 608E10000 4" CONCRETE WALK | 10,182 SF | $11 | $112k | 28% |
| 304E20000 AGGREGATE BASE | 181 CY | $165 | $30k | 8% |
| 608E52001 CURB RAMP, AS PER PLAN | 1,320 SF | $16.5 | $22k | 6% |
| 609E26000 CURB, TYPE 6 | 711 FT | $27 | $19k | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $17,800 | $18k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $17,250 | $17k | 4% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 33 CY | $500 | $17k | 4% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $13,992 | $14k | 4% |
| 452E12050 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC MS | 109 SY | $120 | $13k | 3% |
| 619E16010 FIELD OFFICE, TYPE B | 6 MNTH | $1,530 | $9k | 2% |