LUC-SR 64-08.94
LUC County · est $3.4M
Bid dateThursday, December 5—
LUC County · est $3.4M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 108 more items below.
| Item | Quantity | R1Gerken Paving INC | R2Shelly Company | % of bid |
|---|---|---|---|---|
| 441E10200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 446 (3235 CY | $165 | $192 | 20% |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $354,000 | $119,000 | 13% |
| 424E14001 FINE GRADED POLYMER ASPHALT CONCRETE, TYPE B | 448 (1438 CY | $226 | $255 | 12% |
| 253E02000 PAVEMENT REPAIR | 1,293 CY | $200 | $230 | 9% |
| 611E20900 48" CONDUIT, TYPE B, AWWA C906 HDPE | 87 FT | $2,100 | $1,090 | 7% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, (3 1/4") | 51,044 SY | $2.70 | $3.75 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $125,000 | $100,000 | 5% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 323 CY | $300 | $325 | 4% |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 172 FT | $465 | $475 | 3% |
| 526E25000 REINFORCED CONCRETE APPROACH SLABS (T=15") | 200 SY | $350 | $322 | 3% |
| 526E25000 REINFORCED CONCRETE APPROACH SLABS (T=15") | 200 SY | $350 | $328 | 3% |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 147 FT | $465 | $475 | 3% |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 37 CY | $1,800 | $1,825 | 2% |
| 617E10100 COMPACTED AGGREGATE | 775 CY | $82.00 | $75.00 | 2% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 329 CY | $185 | $250 | 2% |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 32 CY | $1,800 | $1,900 | 2% |
| 202E11200 PORTIONS OF STRUCTURE REMOVED | 1 LS | $50,000 | $37,000 | 2% |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 344 SY | $130 | $325 | 2% |
| 848E10201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 344 SY | $120 | $185 | 2% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $40,688 | $51,000 | 1% |
| Item | Quantity | R1Gerken Paving INC | R2Shelly Company |
|---|---|---|---|
| 202E23000 PAVEMENT REMOVED | 2,959 SY | $12.00 | $3.80 |
| 202E32500 CURB AND GUTTER REMOVED | 136 FT | $22.50 | $10.00 |
| 202E38000 GUARDRAIL REMOVED | 1,225 FT | $2.00 | $2.00 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 6 EACH | $155 | $155 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 4 EACH | $95.00 | $95.00 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 8 EACH | $65.00 | $65.00 |
| 202E58100 CATCH BASIN REMOVED | 1 EACH |
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 →
| $7,500 |
| $1,185 |
| 202E58101 CATCH BASIN REMOVED, AS PER PLAN | 2 EACH | $1,575 | $650 |
| 202E70000 SPECIAL - FILL AND PLUG EXISTING CONDUIT, 24" RCP | 60 FT | $70.00 | $132 |
| 203E10000 EXCAVATION | 401 CY | $50.00 | $50.00 |
| 203E20000 EMBANKMENT | 24 CY | $25.00 | $170 |
| 203E35120 GRANULAR MATERIAL, TYPE C | 146 CY | $125 | $67.00 |
| 204E10000 SUBGRADE COMPACTION | 709 SY | $1.00 | $15.00 |
| 606E15050 GUARDRAIL, TYPE MGS | 1,262.5 FT | $18.80 | $18.80 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, MASH 2016 | 6 EACH | $2,525 | $2,525 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 4 EACH | $1,385 | $1,385 |
| 606E34600 MGS BRIDGE TERMINAL ASSEMBLY, TYPE TST-2 | 8 EACH | $2,480 | $2,480 |
| 601E32210 ROCK CHANNEL PROTECTION, TYPE C WITH AGGREGATE FIL | 9 CY | $175 | $134 |
| 659E00300 TOPSOIL | 20 CY | $50.00 | $250 |
| 659E10000 SEEDING AND MULCHING | 183 SY | $10.00 | $12.80 |
| 659E14000 REPAIR SEEDING AND MULCHING | 9 SY | $10.00 | $3.40 |
| 659E15000 INTER-SEEDING | 9 SY | $9.00 | $0.20 |
| 659E20000 COMMERCIAL FERTILIZER | 0.03 TON | $850 | $640 |
| 659E35000 WATER | 1 MGAL | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 9 SY | $28.00 | $35.00 |
| 518E21230 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 1 LS | $1,500 | $2,800 |
| 602E20000 CONCRETE MASONRY | 8 CY | $1,800 | $1,850 |
| 611E98370 CATCH BASIN, NO. 6 | 2 EACH | $5,600 | $3,300 |
| 611E98571 CATCH BASIN, NO. 2-5, AS PER PLAN | 1 EACH | $35,000 | $10,035 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 1 EACH | $1,850 | $1,700 |
| 611E98634 CATCH BASIN RECONSTRUCTED TO GRADE | 1 EACH | $2,000 | $2,200 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, (1 1/2") | 4,510 SY | $1.95 | $4.00 |
| 304E20000 AGGREGATE BASE | 197 CY | $80.00 | $85.00 |
| 407E10000 TACK COAT | 2,847 GAL | $2.50 | $2.50 |
| 407E20000 NON-TRACKING TACK COAT | 4,647 GAL | $2.50 | $2.50 |
| 442E90000 ASPHALT CONCRETE, MISC.: BUTT JOINT INTERSECTIONS | 24 CY | $600 | $750 |
| 609E12000 COMBINATION CURB AND GUTTER, TYPE 2 | 136 FT | $105 | $65.00 |
| 875E10000 LONGITUDINAL JOINT ADHESIVE | 3,043 LB | $2.15 | $1.00 |
| 209E60500 LINEAR GRADING | 6.91 MILE | $2,600 | $2,400 |
| 202E23001 PAVEMENT REMOVED, AS PER PLAN | 125 SY | $175 | $175 |
| 301E56001 ASPHALT CONCRETE BASE, (449), AS PER PLAN, PG64-22 | 52 CY | $435 | $1,000 |
| 621E00100 RPM | 260 EACH | $44.50 | $44.50 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 194 EACH | $11.50 | $10.00 |
| 626E00116 BARRIER REFLECTOR, TYPE 5, BIDIRECTIONAL | 22 EACH | $12.00 | $12.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 7.02 MILE | $800 | $800 |
| 642E00300 CENTER LINE, TYPE 1 | 3.7 MILE | $800 | $800 |
| 644E00500 STOP LINE | 29 FT | $20.00 | $20.00 |
| 644E00630 CROSSWALK LINE, 24" | 150 FT | $15.00 | $15.00 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 24 HOUR | $95.00 | $90.00 |
| 614E12460 WORK ZONE MARKING SIGN | 8 EACH | $115 | $85.00 |
| 614E12500 REPLACEMENT SIGN | 5 EACH | $115 | $192 |
| 614E12600 REPLACEMENT DRUM | 5 EACH | $55.00 | $64.00 |
| 614E18600 PORTABLE CHANGEABLE MESSAGE SIGN | 10 SNMT | $1,300 | $950 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 7 MILE | $800 | $800 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 3.5 MILE | $800 | $800 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 14 MILE | $800 | $800 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 7 MILE | $800 | $800 |
| 202E22900 APPROACH SLAB REMOVED | 140 SY | $70.00 | $35.00 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $5,000 | $6,700 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 22,124 LB | $0.79 | $0.73 |
| 509E20001 CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CO | 100 LB | $1.40 | $1.80 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 440 EACH | $30.00 | $16.55 |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 6 CY | $1,400 | $2,150 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 67 SY | $28.00 | $17.50 |
| 516E10000 PREFORMED ELASTOMERIC COMPRESSION JOINT SEAL | 72 FT | $80.00 | $59.50 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 7 SF | $15.00 | $9.50 |
| 516E31000 JOINT SEALER, 705.04 | 72 FT | $28.00 | $26.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 20 CY | $100 | $144 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 172 FT | $18.00 | $32.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 84 FT | $10.00 | $12.45 |
| 518E40012 6" NON-PERFORATED CORRUGATED PLASTIC PIPE | 40 FT | $10.00 | $47.25 |
| 526E90010 TYPE A INSTALLATION | 72 FT | $160 | $173 |
| 601E20010 CRUSHED AGGREGATE SLOPE PROTECTION | 2 CY | $150 | $507 |
| 601E34300 ROCK CHANNEL PROTECTION, TYPE D WITHOUT FILTER | 10 CY | $120 | $245 |
| 848E30201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 8 CY | $300 | $257 |
| 848E50000 HAND CHIPPING | 75 SY | $175 | $125 |
| 848E50100 TEST SLAB | 1 LS | $3,000 | $2,400 |
| 848E50320 EXISTING CONCRETE OVERLAY REMOVED, 1.25" THICK | 344 SY | $32.00 | $65.00 |
| 848E50340 REMOVAL OF DEBONDED OR DETERIORATED EXISTING VARIA | 75 SY | $36.00 | $77.00 |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $40,588 | $54,000 |
| 202E22900 APPROACH SLAB REMOVED | 140 SY | $70.00 | $35.00 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $5,000 | $7,600 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 9,798 LB | $1.36 | $1.26 |
| 509E20001 CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CO | 100 LB | $1.40 | $1.80 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 406 EACH | $30.00 | $16.55 |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 7 CY | $1,400 | $2,138 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 53 SY | $28.00 | $17.50 |
| 516E10000 PREFORMED ELASTOMERIC COMPRESSION JOINT SEAL | 80 FT | $80.00 | $59.50 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 7 SF | $15.00 | $9.50 |
| 516E31000 JOINT SEALER , 705.04 | 80 FT | $28.00 | $26.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 22 CY | $100 | $140 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 147 FT | $18.00 | $32.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 92 FT | $10.00 | $11.90 |
| 518E40012 6" NON-PERFORATED CORRUGATED PLASTIC PIPE | 40 FT | $10.00 | $47.25 |
| 526E90010 TYPE A INSTALLATION | 80 FT | $160 | $169 |
| 601E20010 CRUSHED AGGREGATE SLOPE PROTECTION | 2 CY | $150 | $507 |
| 601E34300 ROCK CHANNEL PROTECTION, TYPE D WITHOUT FILTER | 10 CY | $120 | $245 |
| 848E10201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 293 SY | $130 | $204 |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 293 SY | $130 | $375 |
| 848E30201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 8 CY | $300 | $258 |
| 848E50000 HAND CHIPPING | 75 SY | $175 | $125 |
| 848E50100 TEST SLAB | 1 LS | $3,000 | $2,400 |
| 848E50320 EXISTING CONCRETE OVERLAY REMOVED, 1.25" THICK | 293 SY | $32.00 | $75.00 |
| 848E50340 REMOVAL OF DEBONDED OR DETERIORATED EXISTING VARIA | 75 SY | $36.00 | $77.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $13,500 | $10,000 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $35,000 | $160,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $12,160 | $10,660 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E10200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 446 (3235 CY | $165 | $534k | 15% |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $354,000 | $354k | 10% |
| 424E14001 FINE GRADED POLYMER ASPHALT CONCRETE, TYPE B | 448 (1438 CY | $226 | $325k | 9% |
| 253E02000 PAVEMENT REPAIR | 1,293 CY | $200 | $259k | 7% |
| 611E20900 48" CONDUIT, TYPE B, AWWA C906 HDPE | 87 FT | $2,100 | $183k | 5% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, (3 1/4") | 51,044 SY | $2.7 | $138k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $125,000 | $125k | 3% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 323 CY | $300 | $97k | 3% |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 172 FT | $465.01 | $80k | 2% |
| 526E25000 REINFORCED CONCRETE APPROACH SLABS (T=15") | 200 SY | $350 | $70k | 2% |