Atb-US 322-08.11
Ashtabula County · est $6.4M
Bid dateThursday, May 8—
Ashtabula County · est $6.4M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 129 more items below.
| Item | Quantity | R1Ronyak Paving INC | R2Karvo Companies INC | % of bid |
|---|---|---|---|---|
| 441E10201 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 446 (10700 CY | $175 | $180 | 41% |
| 441E10100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 4,978 CY | $150 | $230 | 17% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, (T = 5") | 112,338 SY | $5.00 | $3.50 | 12% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $250,000 | $200,000 | 6% |
| 624E10000 MOBILIZATION | 1 LS | $160,000 | $199,193 | 4% |
| 611E96478 18' X 6' CONDUIT, TYPE A, 706.05 | 60 FT | $2,600 | $2,537 | 3% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 64 CY | $1,300 | $1,283 | 2% |
| 848E10001 MICRO SILICA MODIFIED CONCRETE OVERLAY USING HYDRO | 497 SY | $132 | $99.50 | 1% |
| 848E10001 MICRO SILICA MODIFIED CONCRETE OVERLAY USING HYDRO | 462 SY | $140 | $100 | 1% |
| 441E10200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 446 (363 CY | $175 | $205 | 1% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 2,975 FT | $19.60 | $19.80 | 1% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 480 CY | $115 | $90.00 | 1% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 23 CY | $2,400 | $2,305 | 1% |
| 848E20001 SURFACE PREPARATION USING HYDRODEMOLITION, AS PER | 497 SY | $107 | $160 | 1% |
| 848E20001 SURFACE PREPARATION USING HYDRODEMOLITION, AS PER | 462 SY | $110 | $160 | 1% |
| 251E01000 PARTIAL DEPTH PAVEMENT REPAIR (441) | 1,330 SY | $35.00 | $35.00 | 1% |
| 611E53000 38" X 60" CONDUIT, TYPE A, 706.04 | 72 FT | $644 | $645 | 1% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 19 EACH | $2,385 | $2,465 | 1% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $45,000 | $35,000 | 1% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $45,000 | $35,000 | 1% |
| Item | Quantity | R1Ronyak Paving INC | R2Karvo Companies INC |
|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING, AS PER PLAN | — | $1,100 | $1,074 |
| 201E11000 CLEARING AND GRUBBING, AS PER PLAN | — | $1,100 | $1,074 |
| 202E11000 STRUCTURE REMOVED (ATB-322-12.18) | 1 LS | $6,525 | $5,610 |
| 202E20010 HEADWALL REMOVED | 2 EACH | $1,300 | $1,290 |
| 202E23000 PAVEMENT REMOVED | 308 SY | $10.00 | $9.21 |
| 202E35100 PIPE REMOVED, 24" DIAMETER AND UNDER | 44 FT | $13.00 | $12.90 |
| 202E38000 GUARDRAIL REMOVED | 3,169 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 →
| $2.00 |
| 202E98100 REMOVAL MISC.: BARRIER REFLECTOR | 52 EACH | $4.50 | $4.00 |
| 203E10000 EXCAVATION | 272 CY | $13.00 | $12.90 |
| 203E20000 EMBANKMENT | 502 CY | $35.25 | $36.21 |
| 204E10000 SUBGRADE COMPACTION | 309 SY | $5.00 | $1.00 |
| 209E15000 RESHAPING UNDER GUARDRAIL | 23.76 STA | $75.00 | $100 |
| 209E60200 LINEAR GRADING | 753 STA | $10.00 | $22.00 |
| 209E72000 PREPARING SUBGRADE FOR SHOULDER PAVING | 750 STA | $10.00 | $22.00 |
| 606E15050 GUARDRAIL, TYPE MGS | 450 FT | $17.80 | $18.40 |
| 606E17360 GUARDRAIL, TYPE MGS, LONG-SPAN | 50 FT | $26.40 | $25.20 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 5 EACH | $1,325 | $1,350 |
| 606E35140 BRIDGE TERMINAL ASSEMBLY, TYPE 4 | 12 EACH | $1,075 | $1,125 |
| 623E39501 MONUMENT ASSEMBLY ADJUSTED TO GRADE, AS PER PLAN | 6 EACH | $1,650 | $2,000 |
| 690E50100 SPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE | 1 EACH | $250 | $245 |
| 690E91000 SPECIAL - AS-BUILT CONSTRUCTION PLANS | 1 LS | $3,500 | $4,500 |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 16 CY | $185 | $185 |
| 659E00300 TOPSOIL | 439 CY | $15.00 | $50.00 |
| 659E10000 SEEDING AND MULCHING | 3,967 SY | $1.00 | $1.50 |
| 659E14000 REPAIR SEEDING AND MULCHING | 197 SY | $1.25 | $2.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.55 TON | $600 | $1,200 |
| 659E31000 LIME | 0.82 ACRE | $10.00 | $0.01 |
| 659E35000 WATER | 22 MGAL | $10.00 | $0.01 |
| 670E00720 DITCH EROSION PROTECTION MAT, TYPE B | 738 SY | $1.50 | $3.00 |
| 832E30000 EROSION CONTROL | 3,000 EACH | $1.00 | $1.00 |
| 836E10000 SEEDING AND EROSION CONTROL WITH TURF REINFORCING | 556 SY | $5.00 | $10.00 |
| 601E11000 RIPRAP, TYPE D | 5 SY | $376 | $375 |
| 602E20000 CONCRETE MASONRY | 1.7 CY | $4,130 | $4,200 |
| 611E00900 6" CONDUIT, TYPE B | 100 FT | $13.00 | $12.72 |
| 611E01400 6" CONDUIT, TYPE E | 100 FT | $13.00 | $12.72 |
| 611E01500 6" CONDUIT, TYPE F | 100 FT | $13.00 | $12.72 |
| 611E07900 18" CONDUIT, TYPE D | 36 FT | $125 | $124 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, (T = 3") | 7,450 SY | $2.50 | $2.20 |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 130 CY | $275 | $240 |
| 304E20000 AGGREGATE BASE | 59 CY | $165 | $165 |
| 407E20000 NON-TRACKING TACK COAT | 15,693 GAL | $2.00 | $2.55 |
| 408E10001 PRIME COAT, AS PER PLAN | 6,894 GAL | $3.00 | $4.75 |
| 411E10000 STABILIZED CRUSHED AGGREGATE | 600 CY | $10.00 | $25.00 |
| 441E50201 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (23 CY | $1,000 | $475 |
| 618E41000 RUMBLE STRIPES, EDGE LINE (ASPHALT CONCRETE) | 15 MILE | $905 | $900 |
| 618E43000 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 8 MILE | $905 | $900 |
| 874E20000 LONGITUDINAL JOINT PREPARATION | 42,240 FT | $0.25 | $0.67 |
| 621E00100 RPM | 489 EACH | $40.00 | $40.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 391 EACH | $1.00 | $1.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, (BIDIRECTIONAL) | 138 EACH | $13.00 | $12.50 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 119 FT | $15.00 | $14.75 |
| 630E80100 SIGN, FLAT SHEET, 730.20 | 16 SF | $20.00 | $30.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 7 EACH | $15.00 | $25.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 3 EACH | $65.00 | $175 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 11 EACH | $20.00 | $25.00 |
| 646E10010 EDGE LINE, 6" | 14.26 MILE | $2,500 | $2,988 |
| 646E10200 CENTER LINE | 7.13 MILE | $2,200 | $2,358 |
| 646E10310 CHANNELIZING LINE, 12" | 196 FT | $2.00 | $1.99 |
| 646E10400 STOP LINE | 52 FT | $15.00 | $14.00 |
| 646E10600 TRANSVERSE/DIAGONAL LINE | 168 FT | $11.00 | $10.55 |
| 646E10800 ISLAND MARKING | 114 SF | $7.00 | $6.56 |
| 646E20300 LANE ARROW | 4 EACH | $175 | $175 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 50 HOUR | $125 | $100 |
| 614E12420 DETOUR SIGNING | 1 LS | $10,000 | $8,000 |
| 614E12460 WORK ZONE MARKING SIGN | 24 EACH | $75.00 | $75.00 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 75 CY | $110 | $200 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 12 SNMT | $800 | $800 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 7.47 MILE | $1,100 | $1,055 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 7.13 MILE | $1,000 | $995 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 14.26 MILE | $635 | $635 |
| 614E23010 WORK ZONE CHANNELIZING LINE, CLASS I, 12" | 392 FT | $3.50 | $3.50 |
| 614E23690 WORK ZONE CHANNELIZING LINE, CLASS III, 12", 642 P | 196 FT | $3.00 | $3.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $28,000 | $27,105 |
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN, AROUND BRIDGES | 1 LS | $1,100 | $1,074 |
| 202E98000 REMOVAL MISC.: CHANNEL CLEANOUT | 1 LS | $2,175 | $2,154 |
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN, AROUND BRIDGES | 1 LS | $1,100 | $1,500 |
| 202E98000 REMOVAL MISC.: CHANNEL CLEANOUT | 1 LS | $14,295 | $10,000 |
| 203E20000 EMBANKMENT | 8 CY | $254 | $100 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (T = VARIES 3"- | 600 SY | $35.00 | $1.00 |
| 407E20000 NON-TRACKING TACK COAT | 108 GAL | $20.00 | $2.55 |
| 441E70100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 42 CY | $625 | $230 |
| 507E71200 SPECIAL - PILE ENCASEMENT | 80 FT | $360 | $450 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 9 SY | $81.00 | $50.00 |
| 516E10000 PREFORMED ELASTOMERIC COMPRESSION JOINT SEAL | 48 FT | $38.00 | $35.00 |
| 517E75600 DEEP BEAM BRIDGE RETROFIT RAILING | 185 FT | $112 | $115 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 45 FT | $32.00 | $35.00 |
| 530E00600 SPECIAL - STRUCTURES: ZINC RICH PRIMER APPLIED TO | 315 SF | $37.00 | $80.00 |
| 530E00800 SPECIAL - STRUCTURES MISC.: CONCRETE SPALL REMOVAL | 4 SY | $137 | $300 |
| 601E27000 DUMPED ROCK FILL, TYPE C | 8 CY | $234 | $200 |
| 844E10000 CONCRETE PATCHING WITH GALVANIC ANODE PROTECTION | 75 SF | $251 | $225 |
| 848E30001 MICRO SILICA MODIFIED CONCRETE OVERLAY (VARIABLE T | 9 CY | $375 | $350 |
| 848E50000 HAND CHIPPING | 16 SY | $175 | $200 |
| 848E50100 TEST SLAB | 1 LS | $2,825 | $1,500 |
| 848E50201 FULL DEPTH REPAIR, AS PER PLAN | 1 CY | $2,500 | $1,500 |
| 848E50301 WEARING COURSE REMOVED, ASPHALT, AS PER PLAN | 497 SY | $21.00 | $1.00 |
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN, AROUND BRIDGES | 1 LS | $1,100 | $1,500 |
| 202E98000 REMOVAL MISC.: CHANNEL CLEANOUT | 1 LS | $14,295 | $10,000 |
| 203E20000 EMBANKMENT | 6 CY | $260 | $100 |
| 507E71200 SPECIAL - PILE ENCASEMENT | 98 FT | $360 | $385 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 4 SY | $81.00 | $50.00 |
| 516E10000 PREFORMED ELASTOMERIC COMPRESSION JOINT SEAL | 72 FT | $38.00 | $35.00 |
| 517E75600 DEEP BEAM BRIDGE RETROFIT RAILING | 171 FT | $112 | $115 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 39 FT | $32.00 | $35.00 |
| 530E00600 SPECIAL - STRUCTURES: ZINC RICH PRIMER APPLIED TO | 810 SF | $37.00 | $50.00 |
| 530E00800 SPECIAL - STRUCTURES MISC.: CONCRETE SPALL REMOVAL | 10 SY | $115 | $250 |
| 601E27000 DUMPED ROCK FILL, TYPE C | 6 CY | $234 | $250 |
| 844E10000 CONCRETE PATCHING WITH GALVANIC ANODE PROTECTION | 20 SF | $251 | $225 |
| 848E30001 MICRO SILICA MODIFIED CONCRETE OVERLAY (VARIABLE T | 10 CY | $375 | $350 |
| 848E50000 HAND CHIPPING | 17 SY | $175 | $200 |
| 848E50100 TEST SLAB | 1 LS | $5,000 | $1,500 |
| 848E50201 FULL DEPTH REPAIR, AS PER PLAN | 1 CY | $2,500 | $1,500 |
| 203E10000 EXCAVATION | 170 CY | $13.00 | $12.90 |
| 203E35120 GRANULAR MATERIAL, TYPE C, 703.16 | 170 CY | $181 | $181 |
| 204E50000 GEOTEXTILE FABRIC | 365 SY | $8.00 | $7.95 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $15,000 | $13,668 |
| 503E21100 UNCLASSIFIED EXCAVATION | 124 CY | $33.00 | $32.25 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 7,564 LB | $2.10 | $2.06 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 3 CY | $1,600 | $1,546 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 89 SY | $42.00 | $41.55 |
| 512E33000 TYPE 2 WATERPROOFING | 111 SY | $35.00 | $34.58 |
| 512E33010 TYPE 3 WATERPROOFING | 147 SY | $56.00 | $55.35 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 38 SF | $17.00 | $16.06 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 15 CY | $175 | $173 |
| 601E11000 RIPRAP, TYPE D | 34 SY | $335 | $334 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 25 CY | $460 | $454 |
| 202E11000 STRUCTURE REMOVED' (ATB-322-13.99) | 1 LS | $18,591 | $30,042 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $32,334 | $41,000 |
| 619E16010 FIELD OFFICE, TYPE B | 12 MNTH | $2,000 | $2,500 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $23,760 | $18,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E10201 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 446 (10700 CY | $175 | $1.87M | 34% |
| 441E10100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 4,978 CY | $150 | $747k | 13% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, (T = 5") | 112,338 SY | $5 | $562k | 10% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $250,000 | $250k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $160,000 | $160k | 3% |
| 611E96478 18' X 6' CONDUIT, TYPE A, 706.05 | 60 FT | $2,600 | $156k | 3% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 64 CY | $1,300 | $83k | 2% |
| 848E10001 MICRO SILICA MODIFIED CONCRETE OVERLAY USING HYDRO | 497 SY | $132 | $66k | 1% |
| 848E10001 MICRO SILICA MODIFIED CONCRETE OVERLAY USING HYDRO | 462 SY | $140 | $65k | 1% |
| 441E10200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 446 (363 CY | $175 | $64k | 1% |