Gre-SR 72-08.71
Greene County · est $9.0M
Bid dateThursday, December 15—
Greene County · est $9.0M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 7.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 152 more items below.
| Item | Quantity | R1Fillmore Construction | R2John R Jurgensen Company | % of bid |
|---|---|---|---|---|
| 204E13000 EXCAVATION OF SUBGRADE | 39,802 CY | $30.00 | $27.60 | 12% |
| 204E30020 GRANULAR MATERIAL, TYPE C | 19,440 CY | $60.00 | $87.36 | 12% |
| 203E20000 EMBANKMENT | 25,732 CY | $45.00 | $28.57 | 12% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 5,894 CY | $164 | $214 | 10% |
| 441E10200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 446 (4983 CY | $170 | $214 | 9% |
| 441E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 3,722 CY | $190 | $232 | 7% |
| 203E10000 EXCAVATION | 21,097 CY | $30.00 | $21.25 | 7% |
| 659E00300 TOPSOIL | 14,891 CY | $30.00 |
| Item | Quantity | R1Fillmore Construction | R2John R Jurgensen Company |
|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $25,000 | $99,231 |
| 202E20010 HEADWALL REMOVED | 13 EACH | $500 | $686 |
| 202E23000 PAVEMENT REMOVED | 15,772 SY | $5.00 | $18.66 |
| 202E23500 WEARING COURSE REMOVED | 134 SY | $10.00 | $104 |
| 202E30000 WALK REMOVED | 76 SF | $10.00 | $20.06 |
| 202E34900 PIPE REMOVED | 1,139 FT | $30.00 | $35.30 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 386 FT | $50.00 | $34.88 |
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 →
| $4.50 |
| 5% |
| 304E20000 AGGREGATE BASE | 6,838 CY | $64.00 | $105 | 5% |
| 623E40500 REFERENCE MONUMENT, TYPE A | 115 EACH | $3,000 | $882 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $300,000 | $400,000 | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $250,000 | $1,389,858 | 3% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 1,710 SY | $120 | $90.16 | 2% |
| 611E52700 29" X 45" CONDUIT, TYPE A, 706.04 | 209 FT | $750 | $576 | 2% |
| 832E30000 EROSION CONTROL | 150,000 EACH | $1.00 | $1.00 | 2% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $150,000 | $64,654 | 2% |
| 204E10000 SUBGRADE COMPACTION | 44,377 SY | $3.00 | $2.24 | 1% |
| 611E52300 19" X 30" CONDUIT, TYPE A, 706.04 | 188 FT | $700 | $469 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $125,000 | $63,274 | 1% |
| 611E96441 16' X 6' CONDUIT, TYPE A, 706.05, AS PER PLAN | 50 FT | $2,350 | $2,350 | 1% |
| 202E35200 PIPE REMOVED, OVER 24" | 169 FT | $100 | $277 |
| 202E38000 GUARDRAIL REMOVED | 1,241 FT | $7.00 | $2.00 |
| 202E42001 ANCHOR ASSEMBLY REMOVED, TYPE A, AS PER PLAN | 12 EACH | $125 | $325 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 8 EACH | $100 | $65.00 |
| 202E53100 MAILBOX REMOVED | 18 EACH | $100 | $145 |
| 202E58100 CATCH BASIN REMOVED | 2 EACH | $300 | $534 |
| 202E75000 FENCE REMOVED | 208 FT | $10.00 | $14.75 |
| 202E75250 GATE REMOVED | 1 EACH | $100 | $768 |
| 202E98100 REMOVAL MISC.:CLEANOUT | 1 EACH | $100 | $460 |
| 202E98100 REMOVAL MISC.:DELINEATOR POST | 8 EACH | $500 | $54.50 |
| 202E98100 REMOVAL MISC.:FENCE POST | 1 EACH | $100 | $230 |
| 202E98100 REMOVAL MISC.:FLAGPOLE | 1 EACH | $100 | $921 |
| 202E98100 REMOVAL MISC.:POLE FOUNDATION | 1 EACH | $100 | $1,212 |
| 202E98100 REMOVAL MISC.:POST | 15 EACH | $100 | $230 |
| 202E98100 REMOVAL MISC.:ROCK | 1 EACH | $100 | $230 |
| 202E98100 REMOVAL MISC.:YARD DRAIN | 1 EACH | $100 | $460 |
| 203E20001 EMBANKMENT, AS PER PLAN | 25 CY | $100 | $363 |
| 204E45000 PROOF ROLLING | 22 HOUR | $150 | $216 |
| 204E50000 GEOTEXTILE FABRIC | 35,080 SY | $3.00 | $2.90 |
| 204E51000 GEOGRID | 4,542 SY | $6.00 | $3.77 |
| 209E72000 PREPARING SUBGRADE FOR SHOULDER PAVING | 72 STA | $1,000 | $75.29 |
| 606E15050 GUARDRAIL, TYPE MGS | 787.5 FT | $27.50 | $19.20 |
| 606E17350 GUARDRAIL, TYPE MGS, 25' LONG-SPAN | 100 FT | $35.00 | $22.80 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (NCHRP 350 OR MASH 201 | 12 EACH | $2,775 | $2,720 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 2 EACH | $1,625 | $2,540 |
| 606E35141 BRIDGE TERMINAL ASSEMBLY, TYPE 4, AS PER PLAN | 6 EACH | $1,700 | $1,185 |
| 608E10000 4" CONCRETE WALK | 267 SF | $20.00 | $63.95 |
| 623E39600 MONUMENT ASSEMBLY RECONSTRUCTED TO GRADE | 1 EACH | $1,000 | $522 |
| 623E40520 RIGHT-OF-WAY MONUMENT, TYPE B | 33 EACH | $1,500 | $644 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BI-DIRECTIONAL | 30 EACH | $15.00 | $11.60 |
| 690E50000 SPECIAL - MAILBOX SUPPORT | 19 EACH | $500 | $644 |
| 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATER | 1 LS | $100,000 | $215,000 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 27 CY | $300 | $504 |
| 601E45020 INFILTRATION BASIN FILTER | 917 SY | $100 | $115 |
| 659E00100 SOIL ANALYSIS TEST | 3 EACH | $150 | $100 |
| 659E10000 SEEDING AND MULCHING | 99,825 SY | $0.82 | $0.78 |
| 659E14000 REPAIR SEEDING AND MULCHING | 4,991 SY | $1.00 | $0.80 |
| 659E15000 INTER-SEEDING | 4,991 SY | $1.00 | $0.40 |
| 659E20000 COMMERCIAL FERTILIZER | 13.5 TON | $1,400 | $850 |
| 659E31000 LIME | 20.6 ACRE | $100 | $10.00 |
| 659E35000 WATER | 552 MGAL | $1.00 | $0.50 |
| 660E30000 SODDING UNSTAKED | 23 SY | $100 | $30.00 |
| 670E00700 DITCH EROSION PROTECTION | 34,288 SY | $2.25 | $1.85 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $8,000 | $1,575 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $35,000 | $9,750 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $15,000 | $15,167 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $15,000 | $8,526 |
| 602E20000 CONCRETE MASONRY | 30 CY | $1,500 | $2,205 |
| 605E31100 AGGREGATE DRAINS | 8,883 FT | $12.00 | $44.48 |
| 611E04200 12" CONDUIT, TYPE A | 91 FT | $175 | $142 |
| 611E04900 12" CONDUIT, TYPE D | 180 FT | $100 | $56.42 |
| 611E05700 15" CONDUIT, TYPE A | 224 FT | $225 | $136 |
| 611E06400 15" CONDUIT, TYPE D | 483 FT | $200 | $59.78 |
| 611E07200 18" CONDUIT, TYPE A, 706.02 | 64 FT | $275 | $315 |
| 611E07200 18" CONDUIT, TYPE A, 706.02, 707.01 (0.188), 707.0 | 86 FT | $250 | $221 |
| 611E07400 18" CONDUIT, TYPE B | 84 FT | $275 | $217 |
| 611E07600 18" CONDUIT, TYPE C | 231 FT | $300 | $88.59 |
| 611E07900 18" CONDUIT, TYPE D | 104 FT | $225 | $86.95 |
| 611E10200 24" CONDUIT, TYPE A, 706.02 | 85 FT | $350 | $309 |
| 611E10200 24" CONDUIT, TYPE A, 706.02, 707.01 (0.188), 707.0 | 67 FT | $300 | $333 |
| 611E22200 54" CONDUIT, TYPE A, 706.02, 707.02 (0.218), 707.0 | 92 FT | $500 | $695 |
| 611E97400 CONDUIT, MISC.:, 3' X 2' CONDUIT, TYPE A, 706.05 | 40 FT | $2,000 | $1,763 |
| 611E97400 CONDUIT, MISC.:TYPE F FOR DRAINAGE DISCHARGE CONTI | 100 FT | $50.00 | $163 |
| 611E98470 CATCH BASIN, NO. 2-2B | 1 EACH | $3,500 | $1,264 |
| 611E99150 INLET ADJUSTED TO GRADE | 1 EACH | $3,500 | $891 |
| 611E99574 MANHOLE, NO. 3 | 1 EACH | $5,000 | $2,417 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 1 EACH | $500 | $682 |
| 253E01001 PAVEMENT REPAIR, AS PER PLAN | 285 SY | $105 | $149 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 0" MIN. DEPTH | 44,003 SY | $2.20 | $3.59 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3" DEPTH | 28,946 SY | $3.50 | $3.08 |
| 407E20000 NON-TRACKING TACK COAT | 14,375 GAL | $4.00 | $5.00 |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 60 CY | $190 | $956 |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (39 CY | $170 | $458 |
| 617E10100 COMPACTED AGGREGATE | 119 CY | $300 | $164 |
| 617E25000 WATER | 1 MGAL | $1.00 | $55.00 |
| 618E41000 RUMBLE STRIPES, EDGE LINE (ASPHALT CONCRETE) | 11 MILE | $1,000 | $625 |
| 618E43000 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 6 MILE | $1,500 | $1,125 |
| 874E21000 LONGITUDINAL JOINT PREPARATION | 6 MILE | $3,000 | $5,754 |
| 875E10000 LONGITUDINAL JOINT ADHESIVE | 6,098 LB | $3.00 | $2.71 |
| 621E00100 RPM | 381 EACH | $43.00 | $33.50 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 381 EACH | $10.00 | $23.13 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 988.7 FT | $15.00 | $12.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 61.5 FT | $15.50 | $14.40 |
| 630E08600 SIGN POST REFLECTOR | 50 EACH | $50.00 | $45.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 10 EACH | $10.00 | $14.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 116 EACH | $35.00 | $35.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 85 EACH | $15.00 | $15.00 |
| 644E00500 STOP LINE | 131 FT | $25.00 | $22.45 |
| 648E00104 EDGE LINE, 6" | 11.55 MILE | $2,000 | $1,935 |
| 648E00300 CENTER LINE | 5.79 MILE | $3,000 | $2,180 |
| 410E12000 TRAFFIC COMPACTED SURFACE, TYPE A OR B | 400 CY | $250 | $212 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 60 HOUR | $100 | $91.77 |
| 614E11630 INCREASED BARRIER DELINEATION | 1,660 FT | $5.00 | $2.64 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,200 | $3,300 |
| 614E13310 BARRIER REFLECTOR, TYPE 1: ONE WAY | 35 EACH | $12.00 | $20.65 |
| 614E13350 OBJECT MARKER, ONE WAY | 35 EACH | $16.00 | $20.65 |
| 614E18600 PORTABLE CHANGEABLE MESSAGE SIGN | 24 SNMT | $1,050 | $650 |
| 614E22000 WORK ZONE EDGE LINE, CLASS I, 4" | 7.03 MILE | $5,500 | $2,170 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 69 FT | $10.00 | $5.00 |
| 614E30000 WORK ZONE ARROW, CLASS I | 13 EACH | $75.00 | $100 |
| 616E10000 WATER | 150 MGAL | $1.00 | $30.00 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 1,660 FT | $24.00 | $66.48 |
| 614E12420 DETOUR SIGNING | 1 LS | $7,500 | $4,975 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 12 MILE | $1,300 | $985 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 6 MILE | $1,800 | $1,040 |
| 690E98400 SPECIAL - WORK INVOLVING ASBESTOS CONTAINING MATER | 1 LS | $15,000 | $2,170 |
| 202E11200 PORTIONS OF STRUCTURE REMOVED | 1 LS | $25,000 | $25,000 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 344 LB | $2.50 | $2.50 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 3 CY | $3,500 | $3,500 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 58 SY | $24.00 | $24.00 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 58 SY | $15.00 | $15.00 |
| 517E75601 DEEP BEAM BRIDGE RETROFIT RAILING, AS PER PLAN (EA | 33 FT | $325 | $310 |
| 517E75601 DEEP BEAM BRIDGE RETROFIT RAILING, AS PER PLAN (WE | 33 FT | $440 | $335 |
| 843E50000 PATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTA | 58 SF | $100 | $100 |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $30,000 | $2,500 |
| 202E11200 PORTIONS OF STRUCTURE REMOVED | 1 LS | $8,000 | $8,000 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 560 LB | $2.50 | $2.50 |
| 509E20001 CONCRETE REINFORCEMENT, REPLACEMENT OF EXISTING CO | 50 LB | $5.00 | $5.00 |
| 511E33412 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 4 CY | $4,000 | $4,000 |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 1 CY | $2,500 | $2,500 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 106 SY | $24.00 | $24.00 |
| 512E73500 TREATING CONCRETE BRIDGE DECKS WITH GRAVITY FED RE | 111 SY | $14.00 | $14.00 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 106 SY | $15.00 | $15.00 |
| 517E70000 RAILING (TWIN STEEL TUBE) | 30 FT | $350 | $285 |
| 517E75600 DEEP BEAM BRIDGE RETROFIT RAILING | 30 FT | $270 | $152 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 25 FT | $45.00 | $45.00 |
| 519E11100 PATCHING CONCRETE STRUCTURE | 251 SF | $155 | $155 |
| 519E12510 SPECIAL - PATCHING CONCRETE BRIDGE DECK | 21 SY | $500 | $500 |
| 843E50000 PATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTA | 122 SF | $100 | $100 |
| 844E10000 CONCRETE PATCHING WITH GALVANIC ANODE PROTECTION | 171 SF | $160 | $160 |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 25 CF | $645 | $645 |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $30,000 | $2,500 |
| 202E11000 STRUCTURE REMOVED | 1 LS | $15,000 | $15,000 |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $60,000 | $60,000 |
| 503E21330 UNCLASSIFIED EXCAVATION, INCLUDING ROCK AND/OR SHA | 1 LS | $5,000 | $5,000 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 4,875 LB | $2.50 | $2.50 |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 11 CY | $500 | $800 |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 37 CY | $650 | $650 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 1 CY | $1,000 | $1,000 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 35 SY | $24.00 | $24.00 |
| 512E33000 TYPE 2 WATERPROOFING | 196 SY | $27.00 | $27.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 34 SF | $15.00 | $15.00 |
| 518E21230 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 1 LS | $2,000 | $2,000 |
| 601E32104 ROCK CHANNEL PROTECTION, TYPE B WITH GEOTEXTILE FA | 50 CY | $150 | $150 |
| 619E16010 FIELD OFFICE, TYPE B | 16 MNTH | $2,000 | $2,085 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 204E13000 EXCAVATION OF SUBGRADE | 39,802 CY | $30 | $1.19M | 9% |
| 204E30020 GRANULAR MATERIAL, TYPE C | 19,440 CY | $60 | $1.17M | 9% |
| 203E20000 EMBANKMENT | 25,732 CY | $45 | $1.16M | 9% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 5,894 CY | $164 | $967k | 8% |
| 441E10200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 446 (4983 CY | $170 | $847k | 7% |
| 441E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 3,722 CY | $190 | $707k | 6% |
| 203E10000 EXCAVATION | 21,097 CY | $30 | $633k | 5% |
| 659E00300 TOPSOIL | 14,891 CY | $30 | $447k | 4% |
| 304E20000 AGGREGATE BASE | 6,838 CY | $64 | $438k | 3% |
| 623E40500 REFERENCE MONUMENT, TYPE A | 115 EACH | $3,000 | $345k | 3% |