LUC-SR 120-11.32
LUC County · est $4.6M
Bid dateThursday, November 17—
LUC County · est $4.6M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 88 more items below.
| Item | Quantity | R1Vernon Nagel INC | R2Miller Bros Const INC | R3Mosser Construction INC | % of bid |
|---|---|---|---|---|---|
| 614E15000 SPECIAL - CALENDAR DAYS OF CONTRACT TIME FOR OPENI | 7,500 DLR | $150 | $145 | $150 | 20% |
| 515E15070 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 27 EACH | $30,000 | $28,000 | $38,950 | 14% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 499 CY | $1,000 | $925 | $950 | 9% |
| 524E94804 DRILLED SHAFTS, 42" DIAMETER, INTO BEDROCK | 171 FT | $2,800 | $3,475 | $2,600 | 8% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $465,000 | $535,000 | $940,000 | 8% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $350,000 | $300,000 | $334,000 | 6% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 219,664 LB |
| Item | Quantity | R1Vernon Nagel INC | R2Miller Bros Const INC | R3Mosser Construction INC |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $25,000 | $20,000 | $25,000 |
| 202E23000 PAVEMENT REMOVED | 2,462 SY | $20.00 | $23.00 | $12.00 |
| 202E32000 CURB REMOVED | 628 FT | $6.00 | $5.00 | $5.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 308 FT | $14.00 | $60.00 | $15.00 |
| 202E38000 GUARDRAIL REMOVED | 744 FT | $6.00 | $6.00 | $6.00 |
| 202E58100 |
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 →
| $1.50 |
| $1.50 |
| $2.00 |
| 6% |
| 524E94704 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK | 77 FT | $3,300 | $2,200 | $2,100 | 4% |
| 511E44112 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT NOT INCLUD | 381 CY | $600 | $735 | $750 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $200,000 | $200,000 | $200,000 | 4% |
| 517E75121 RAILING (CONCRETE PARAPET WITH TWIN STEEL TUBE RAI | 435 FT | $315 | $360 | $355 | 2% |
| 524E94902 DRILLED SHAFTS, 48" DIAMETER, ABOVE BEDROCK | 157 FT | $850 | $1,285 | $860 | 2% |
| 526E25010 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 441 SY | $275 | $350 | $350 | 2% |
| 511E41012 CLASS QC1 CONCRETE WITH QC/QA, PIER ABOVE FOOTINGS | 142 CY | $800 | $900 | $925 | 2% |
| 638E01200 8" WATER MAIN DUCTILE IRON PIPE ANSI CLASS 52, PUS | 157 FT | $635 | $280 | $205 | 2% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) (9") | 537 CY | $162 | $162 | $195 | 2% |
| 203E35120 GRANULAR MATERIAL, TYPE C | 1,227 CY | $70.00 | $40.00 | $85.00 | 2% |
| 524E94802 DRILLED SHAFTS, 42" DIAMETER, ABOVE BEDROCK | 119 FT | $590 | $525 | $580 | 1% |
| 511E46512 CLASS QC1 CONCRETE WITH QC/QA, FOOTING | 139 CY | $475 | $535 | $550 | 1% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $60,000 | $70,000 | $115,000 | 1% |
| 3 EACH |
| $350 |
| $400 |
| $750 |
| 203E10000 EXCAVATION | 146 CY | $28.00 | $35.00 | $30.00 |
| 203E20000 EMBANKMENT | 457 CY | $28.00 | $35.00 | $32.00 |
| 204E13000 EXCAVATION OF SUBGRADE | 669 CY | $20.00 | $28.00 | $18.00 |
| 204E45000 PROOF ROLLING | 2 HOUR | $250 | $150 | $175 |
| 204E50000 GEOTEXTILE FABRIC | 1,847 SY | $2.00 | $1.50 | $2.00 |
| 606E15050 GUARDRAIL, TYPE MGS | 813 FT | $21.00 | $21.00 | $21.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E , MASH 2016 | 2 EACH | $2,200 | $2,200 | $2,200 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH | $1,150 | $1,150 | $1,150 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 2 EACH | $1,825 | $1,825 | $1,825 |
| 606E35102 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 2 EACH | $950 | $950 | $950 |
| 611E99820 SPECIAL - MISCELLANEOUS METAL | 1,000 LB | $1.50 | $4.00 | $6.00 |
| 623E40520 RIGHT-OF-WAY MONUMENT, TYPE B | 1 EACH | $1,000 | $450 | $1,500 |
| 625E25402 CONDUIT, 2", 725.05 | 281 FT | $18.00 | $16.40 | $16.00 |
| 625E35011 REMOVE AND REERECT EXISTING LIGHT POLE, AS PER PLA | 2 EACH | $2,200 | $2,191 | $3,500 |
| 654E11000 COMMERCIAL FERTILIZER | 0.15 TON | $700 | $700 | $700 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $60.00 | $60.00 | $60.00 |
| 659E00300 TOPSOIL | 60 CY | $25.00 | $120 | $75.00 |
| 659E00500 SEEDING AND MULCHING, CLASS 1 | 1,066 SY | $4.00 | $2.50 | $2.50 |
| 659E14000 REPAIR SEEDING AND MULCHING | 54 SY | $2.50 | $2.50 | $2.50 |
| 659E15000 INTER-SEEDING | 54 SY | $2.00 | $2.00 | $2.00 |
| 659E31000 LIME | 0.22 ACRE | $35.00 | $35.00 | $35.00 |
| 659E35000 WATER | 3 MGAL | $1.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 8,000 EACH | $1.00 | $1.00 | $1.00 |
| 602E20000 CONCRETE MASONRY | 0.31 CY | $3,600 | $2,500 | $4,100 |
| 605E11110 6" SHALLOW PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 570 FT | $18.00 | $29.00 | $56.00 |
| 611E04400 12" CONDUIT, TYPE B | 240 FT | $105 | $110 | $70.00 |
| 611E04600 12" CONDUIT, TYPE C | 41 FT | $80.00 | $150 | $68.00 |
| 611E07600 18" CONDUIT, TYPE C | 55 FT | $92.00 | $160 | $95.00 |
| 611E98150 CATCH BASIN, NO. 3 | 6 EACH | $4,000 | $4,500 | $3,500 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 3 EACH | $650 | $1,500 | $650 |
| 611E99574 MANHOLE, NO. 3 | 1 EACH | $4,200 | $5,500 | $2,800 |
| 611E99660 MANHOLE RECONSTRUCTED TO GRADE | 1 EACH | $1,800 | $2,000 | $1,500 |
| 204E10000 SUBGRADE COMPACTION | 2,737 SY | $1.00 | $1.40 | $5.00 |
| 301E56100 ASPHALT CONCRETE BASE, PG64-22, (449), (DRIVEWAYS) | 12 CY | $245 | $245 | $250 |
| 304E20000 AGGREGATE BASE (6") | 443 CY | $72.00 | $60.00 | $85.00 |
| 407E20000 NON-TRACKING TACK COAT | 211 GAL | $2.00 | $2.00 | $1.00 |
| 441E70500 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449) | — | $750 | $750 | $500 |
| 442E22100 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 191 CY | $240 | $240 | $265 |
| 609E26000 CURB, TYPE 6 | 630 FT | $22.00 | $18.50 | $15.50 |
| 638E07490 8" GATE VALVE | 2 EACH | $3,000 | $7,500 | $3,800 |
| 638E10200 6" FIRE HYDRANT | 2 EACH | $9,000 | $11,000 | $11,000 |
| 638E10480 FIRE HYDRANT REMOVED | 2 EACH | $665 | $1,000 | $500 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 66 FT | $14.00 | $14.00 | $14.00 |
| 630E80100 SIGN, FLAT SHEET | 25 SF | $28.00 | $28.00 | $28.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 4 EACH | $25.00 | $25.00 | $25.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 4 EACH | $25.00 | $25.00 | $25.00 |
| 644E00104 EDGE LINE, 6" | 0.1 MILE | $7,000 | $7,500 | $7,500 |
| 644E00204 LANE LINE, 6" | 0.18 MILE | $6,000 | $3,750 | $3,750 |
| 644E00300 CENTER LINE | 0.14 MILE | $9,000 | $15,000 | $15,000 |
| 644E00400 CHANNELIZING LINE, 8" | 200 FT | $3.00 | $2.00 | $2.00 |
| 644E00500 STOP LINE | 14 FT | $10.00 | $10.00 | $10.00 |
| 644E01300 LANE ARROW | 4 EACH | $125 | $100 | $100 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 40 HOUR | $65.00 | $70.00 | $60.00 |
| 614E12421 DETOUR SIGNING, AS PER PLAN | 1 LS | $8,000 | $8,000 | $8,000 |
| 614E12500 REPLACEMENT SIGN, AS PER PLAN | 5 EACH | $240 | $240 | $240 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 30 SNMT | $900 | $900 | $900 |
| 202E22900 APPROACH SLAB REMOVED | 232 SY | $45.00 | $40.00 | $95.00 |
| 202E23500 WEARING COURSE REMOVED | 1,014 SY | $5.00 | $5.00 | $12.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 168 FT | $6.00 | $70.00 | $35.00 |
| 511E33500 SEMI-INTEGRAL DIAPHRAGM GUIDE | 2 EACH | $3,300 | $3,600 | $2,200 |
| 511E51512 CLASS QC2 CONCRETE WITH QC/QA, SIDEWALK | 105 CY | $475 | $500 | $385 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 363 SY | $10.00 | $14.00 | $15.00 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 1,139 SY | $23.00 | $32.00 | $31.00 |
| 515E20000 INTERMEDIATE DIAPHRAGMS | 21 EACH | $1,800 | $2,100 | $2,500 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 37 SF | $10.00 | $7.00 | $8.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 259 SF | $8.00 | $9.00 | $14.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 190 FT | $40.00 | $31.00 | $55.00 |
| 516E44100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 36 EACH | $1,400 | $1,275 | $1,400 |
| 516E44100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 18 EACH | $2,500 | $2,150 | $3,400 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 260 CY | $80.00 | $100 | $80.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 234 FT | $10.00 | $10.00 | $20.00 |
| 518E40011 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 80 FT | $10.00 | $20.00 | $21.00 |
| 526E90010 TYPE A INSTALLATION | 166 FT | $125 | $215 | $185 |
| 530E00400 SPECIAL - STRUCTURES - MISC.: WATERLINE SUPPORT | 15 EACH | $2,000 | $6,500 | $6,500 |
| 530E00600 SPECIAL - STRUCTURES - MISC.: FORMLINER | 2,176 SF | $11.00 | $22.00 | $20.00 |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 252 CY | $100 | $100 | $124 |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 33 CF | $664 | $665 | $663 |
| 894E10000 THERMAL INTEGRITY PROFILING (TIP) TEST | 4 EACH | $2,000 | $3,375 | $4,000 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $40,000 | $50,000 | $42,000 |
| 108E30000 CPM PROGRESS SCHEDULE SHORT DURATION PROJECTS | 1 LS | $7,200 | $1,500 | $8,000 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $18,000 | $30,000 | $92,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $15,000 | $9,750 | $60,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 614E15000 SPECIAL - CALENDAR DAYS OF CONTRACT TIME FOR OPENI | 7,500 DLR | $150 | $1.13M | 17% |
| 515E15070 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 27 EACH | $30,000 | $810k | 12% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 499 CY | $1,000 | $499k | 8% |
| 524E94804 DRILLED SHAFTS, 42" DIAMETER, INTO BEDROCK | 171 FT | $2,800 | $479k | 7% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $465,000 | $465k | 7% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $350,000 | $350k | 5% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 219,664 LB | $1.5 | $329k | 5% |
| 524E94704 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK | 77 FT | $3,300 | $254k | 4% |
| 511E44112 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT NOT INCLUD | 381 CY | $600 | $229k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $200,000 | $200k | 3% |