WOO-SR 795-01.76 Resurf & Overlay
WOO County · est $4.1M
Bid dateThursday, January 15—
WOO County · est $4.1M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 101 more items below.
| Item | Quantity | R1Vernon Nagel INC | R2Ohio Concrete Maintenance LLC | % of bid |
|---|---|---|---|---|
| 848E10201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 3,735 SY | $66.00 | $48.00 | 10% |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 3,621 SY | $62.00 | $43.00 | 9% |
| 442E10080 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 970 CY | $207 | $255 | 8% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $200,000 | $165,000 | 8% |
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 832 CY | $240 | $280 | 8% |
| 511E34413 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE, AS | 221 CY | $850 | $1,100 | 7% |
| 530E00600 SPECIAL - STRUCTURES - ADDITIONAL FALSEWORK | 24,340 SF | $7.00 | $9.00 | 7% |
| 526E25011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 473 SY | $350 | $455 | 7% |
| 624E10000 MOBILIZATION | 1 LS | $150,000 | $125,000 | 6% |
| 253E02000 PAVEMENT REPAIR | 333 CY | $307 | $235 | 4% |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $100,000 | $44,000 | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $100,000 | $65,000 | 4% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 378 CY | $190 | $220 | 3% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 41,094 LB | $1.65 | $2.00 | 3% |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 82 CY | $800 | $1,200 | 3% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3 1/4" | 19,978 SY | $3.25 | $3.50 | 3% |
| 848E50000 HAND CHIPPING | 400 SY | $150 | $130 | 2% |
| 514E27702 FIELD PAINTING, MISC.: COATING OF BEAM ENDS | 22 EACH | $2,455 | $1,000 | 2% |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 558 CY | $85.00 | $275 | 2% |
| 606E15101 GUARDRAIL, TYPE MGS WITH LONG POSTS, AS PER PLAN | 1,737.5 FT | $25.40 | $28.00 | 2% |
| Item | Quantity | R1Vernon Nagel INC | R2Ohio Concrete Maintenance LLC |
|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $5,000 | $4,000 |
| 202E23000 PAVEMENT REMOVED | 1,406 SY | $20.00 | $35.00 |
| 202E30600 CONCRETE MEDIAN REMOVED | 170 SY | $20.00 | $50.00 |
| 202E32000 CURB REMOVED | 165 FT | $10.00 | $30.00 |
| 202E38000 GUARDRAIL REMOVED | 2,775 FT | $4.00 | $2.25 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 4 EACH | $150 | $165 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 6 EACH | $80.00 |
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 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 8 EACH | $75.00 | $82.00 |
| 204E10000 SUBGRADE COMPACTION | 2,044 SY | $1.00 | $3.00 |
| 209E60500 LINEAR GRADING | 0.48 MILE | $55.00 | $10,000 |
| 606E15050 GUARDRAIL, TYPE MGS | 725 FT | $19.00 | $21.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, MASH 2016 | 6 EACH | $2,480 | $2,700 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 7 EACH | $1,380 | $1,500 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 2 EACH | $2,520 | $2,800 |
| 606E35102 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 2 EACH | $575 | $625 |
| 606E35140 BRIDGE TERMINAL ASSEMBLY, TYPE 4 | 4 EACH | $1,085 | $1,200 |
| 623E39500 MONUMENT ASSEMBLY ADJUSTED TO GRADE | 2 EACH | $250 | $500 |
| 653E10000 TOPSOIL FURNISHED AND PLACED | 304 CY | $35.00 | $80.00 |
| 659E10000 SEEDING AND MULCHING | 2,740 SY | $1.30 | $4.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 137 SY | $1.30 | $4.00 |
| 659E15000 INTER-SEEDING | 137 SY | $1.00 | $4.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.4 TON | $850 | $1,000 |
| 659E35000 WATER | 15 MGAL | $1.00 | $10.00 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 4 EACH | $500 | $1,200 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 1 EACH | $500 | $1,600 |
| 304E20000 AGGREGATE BASE | 392 CY | $75.00 | $70.00 |
| 407E10000 TACK COAT | 3,039 GAL | $2.50 | $1.25 |
| 609E26000 CURB, TYPE 6 | 85 FT | $50.00 | $75.00 |
| 609E72000 CONCRETE MEDIAN, 6" | 67 SY | $90.00 | $150 |
| 609E72001 CONCRETE MEDIAN, AS PER PLAN | 115 SY | $90.00 | $150 |
| 617E10100 COMPACTED AGGREGATE | 85 CY | $75.00 | $80.00 |
| 618E40100 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 2,818 FT | $2.33 | $2.75 |
| 875E10000 LONGITUDINAL JOINT ADHESIVE | 1,921 LB | $1.50 | $1.75 |
| 442E22100 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 60 CY | $360 | $390 |
| 442E22300 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 70 CY | $305 | $350 |
| 621E00100 RPM | 262 EACH | $46.50 | $53.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 262 EACH | $30.00 | $40.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 37 EACH | $12.50 | $28.00 |
| 630E08601 SIGN POST REFLECTOR, AS PER PLAN | 2 EACH | $40.00 | $45.00 |
| 630E80100 SIGN, FLAT SHEET | 5 SF | $16.00 | $20.00 |
| 630E81100 SIGN ERECTED, FLAT SHEET | 5 SF | $6.00 | $8.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 1 EACH | $25.00 | $28.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 1 EACH | $25.00 | $28.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 1.47 MILE | $1,200 | $1,400 |
| 642E00204 LANE LINE, 6", TYPE 1 | 1.46 MILE | $600 | $700 |
| 642E00300 CENTER LINE, TYPE 1 | 0.55 MILE | $2,000 | $2,200 |
| 642E00400 CHANNELIZING LINE, 8", TYPE 1 | 1,960 FT | $0.70 | $0.80 |
| 644E00500 STOP LINE | 212 FT | $7.00 | $7.50 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 184 FT | $7.00 | $7.50 |
| 644E01300 LANE ARROW | 55 EACH | $100 | $110 |
| 644E01510 DOTTED LINE, 6" | 1,116 FT | $0.50 | $0.75 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 40 HOUR | $75.00 | $120 |
| 614E11630 INCREASED BARRIER DELINEATION | 320 FT | $1.50 | $3.00 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,450 | $2,600 |
| 614E12460 WORK ZONE MARKING SIGN | 9 EACH | $125 | $135 |
| 614E12500 REPLACEMENT SIGN | 4 EACH | $192 | $205 |
| 614E12600 REPLACEMENT DRUM | 5 EACH | $56.00 | $65.00 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (ONE-WAY) | 12 EACH | $10.00 | $12.00 |
| 614E13350 OBJECT MARKER, ONE WAY | 12 EACH | $20.00 | $22.00 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 15 SNMT | $1,000 | $1,200 |
| 614E20010 WORK ZONE LANE LINE, CLASS I, 6" | 1.48 MILE | $450 | $500 |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 0.76 MILE | $1,500 | $1,650 |
| 614E21400 WORK ZONE CENTER LINE, CLASS II | 0.76 MILE | $675 | $725 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 2.05 MILE | $1,100 | $1,300 |
| 614E22210 WORK ZONE EDGE LINE, CLASS I, 6", 740.06, TYPE I, | 0.92 MILE | $10,000 | $11,000 |
| 614E23000 WORK ZONE CHANNELIZING LINE, CLASS I, 8" | 720 FT | $0.70 | $1.00 |
| 614E24000 WORK ZONE DOTTED LINE, CLASS I | 100 FT | $0.50 | $0.75 |
| 614E24402 WORK ZONE DOTTED LINE, CLASS I, 6", 740.06, TYPE I | 1,260 FT | $2.00 | $2.25 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 222 FT | $4.00 | $4.50 |
| 614E30000 WORK ZONE ARROW, CLASS I | 2 EACH | $50.00 | $55.00 |
| 616E10000 WATER | 3 MGAL | $10.00 | $15.00 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 860 FT | $20.00 | $25.00 |
| 202E22900 APPROACH SLAB REMOVED | 468 SY | $50.00 | $55.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $6,000 | $30,000 |
| 509E20001 CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CO | 200 LB | $1.65 | $5.00 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 415 EACH | $25.00 | $23.00 |
| 511E33500 SEMI-INTEGRAL DIAPHRAGM GUIDE | 4 EACH | $4,200 | $4,500 |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 17 CY | $1,600 | $1,500 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 213 SY | $30.00 | $12.00 |
| 512E33000 TYPE 2 WATERPROOFING | 85 SY | $45.00 | $31.00 |
| 516E10010 ARMORLESS PREFORMED JOINT SEAL | 219 FT | $52.00 | $70.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 54 SF | $10.00 | $12.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 259 FT | $58.00 | $40.00 |
| 516E46900 BEARING DEVICE, MISC.: ELASTOMERIC BEARING WITH IN | 22 EACH | $850 | $2,200 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 182 CY | $100 | $135 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 284 FT | $12.00 | $20.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 80 FT | $15.00 | $30.00 |
| 526E90031 TYPE C INSTALLATION, AS PER PLAN | 219 FT | $175 | $240 |
| 601E20010 CRUSHED AGGREGATE SLOPE PROTECTION | 98 CY | $70.00 | $125 |
| 601E21060 TIED CONCRETE BLOCK MAT WITH TYPE 2 UNDERLAYMENT | 296 SY | $80.00 | $60.00 |
| 607E35000 FENCE REMOVED AND REBUILT | 60 FT | $100 | $105 |
| 848E30201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 40 CY | $375 | $400 |
| 848E50100 TEST SLAB | 1 LS | $3,000 | $500 |
| 848E50200 FULL-DEPTH REPAIR | 2 CY | $1,500 | $500 |
| 848E50320 EXISTING CONCRETE OVERLAY REMOVED, 1 1/4" NOMINAL | 327 SY | $1.80 | $25.00 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 72 FT | $9.00 | $7.00 |
| 601E21150 SLOPE PROTECTION, MISC.GROUTING OF CRUSHED AGGREGA | 6 CY | $350 | $350 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $25,000 | $43,000 |
| 108E30000 CPM PROGRESS SCHEDULE SHORT DURATION PROJECTS | 1 LS | $2,500 | $12,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $7,500 | $25,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 848E10201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 3,735 SY | $66 | $247k | 8% |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 3,621 SY | $62 | $225k | 7% |
| 442E10080 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 970 CY | $207 | $201k | 6% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $200,000 | $200k | 6% |
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 832 CY | $240 | $200k | 6% |
| 511E34413 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE, AS | 221 CY | $850 | $188k | 6% |
| 530E00600 SPECIAL - STRUCTURES - ADDITIONAL FALSEWORK | 24,340 SF | $7 | $170k | 5% |
| 526E25011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 473 SY | $350 | $166k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $150,000 | $150k | 5% |
| 253E02000 PAVEMENT REPAIR | 333 CY | $307 | $102k | 3% |