DAR-US 36/SR 121-08.35/12.65
DAR County · est $1.8M
Bid dateThursday, March 10—
DAR County · est $1.8M
Published by ODOTon this contract’s Proposal PDF · DBE Goal: 8.0%
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 73 more items below.
| Item | Quantity | R1Brumbaugh Construction INC | R2Outdoor Enterprise LLC | % of bid |
|---|---|---|---|---|
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $260,000 | $260,000 | 19% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 3,628 SY | $50.00 | $56.00 | 13% |
| 302E46000 ASPHALT CONCRETE BASE, PG64-22 | 936 CY | $170 | $200 | 12% |
| 442E20001 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 406 CY | $250 | $300 | 7% |
| 304E20000 AGGREGATE BASE | 1,640 CY | $45.00 | $55.00 | 5% |
| 442E20201 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 325 CY | $225 | $270 | 5% |
| 608E98000 WALKWAY, MISC.:DECORATIVE CONCRETE 6" THICK (SPLIT | 7,259 SF | $9.00 | $9.50 | 5% |
| 452E19200 |
| Item | Quantity | R1Brumbaugh Construction INC | R2Outdoor Enterprise LLC |
|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $2,500 | $25,000 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 116 FT | $25.00 | $18.00 |
| 203E10000 EXCAVATION | 1,152 CY | $15.00 | $12.00 |
| 204E10000 SUBGRADE COMPACTION | 8,919 SY | $1.00 | $1.00 |
| 204E45000 PROOF ROLLING | 4 HOUR | $100 | $120 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 12 SY | $60.00 | $75.00 |
| 601E21060 TIED CONCRETE BLOCK MAT WITH TYPE 2 UNDERLAYMENT | 189 SY |
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 →
| 534 SY |
| $105 |
| $108 |
| 4% |
| 203E20000 EMBANKMENT | 3,524 CY | $15.00 | $15.00 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $47,993 | $32,000 | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $40,000 | $25,000 | 3% |
| 605E14000 6" BASE PIPE UNDERDRAINS | 2,965 FT | $12.00 | $9.00 | 3% |
| 202E23000 PAVEMENT REMOVED | 9,424 SY | $3.50 | $5.00 | 2% |
| 609E26000 CURB, TYPE 6 | 1,764 FT | $18.00 | $21.00 | 2% |
| 609E18000 COMBINATION CURB AND GUTTER, TYPE 3 | 1,210 FT | $25.00 | $27.00 | 2% |
| 625E10490 LIGHT POLE, CONVENTIONAL: AT12B40 | 8 EACH | $3,700 | $4,000 | 2% |
| 659E00300 TOPSOIL | 689 CY | $40.00 | $10.00 | 2% |
| 832E30000 EROSION CONTROL | 23,000 EACH | $1.00 | $1.00 | 2% |
| 601E32305 ROCK CHANNEL PROTECTION, TYPE D WITH GEOTEXTILE FA | 336 CY | $64.00 | $85.00 | 2% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $20,000 | $9,500 | 1% |
| $60.00 |
| $50.00 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 40 CY | $66.00 | $90.00 |
| 659E10000 SEEDING AND MULCHING | 6,205 SY | $2.00 | $2.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 310 SY | $2.00 | $2.00 |
| 659E15000 INTER-SEEDING | 310 SY | $2.00 | $2.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.84 TON | $700 | $1,400 |
| 659E31000 LIME | 1.28 ACRE | $5.00 | $250 |
| 659E35000 WATER | 18 MGAL | $5.00 | $5.00 |
| 670E00500 SLOPE EROSION PROTECTION | 1,453 SY | $3.00 | $3.00 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $1,800 | $1,700 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $10,000 | $10,000 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $11,000 | $11,000 |
| 602E20000 CONCRETE MASONRY | 0.6 CY | $1,800 | $2,800 |
| 605E31100 AGGREGATE DRAINS | 400 FT | $10.00 | $10.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 158 FT | $30.00 | $14.00 |
| 611E00900 6" CONDUIT, TYPE B FOR UNDERDRAIN OUTLETS | 262 FT | $30.00 | $14.00 |
| 611E05700 15" CONDUIT, TYPE A | 89 FT | $80.00 | $70.00 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 6 EACH | $125 | $700 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.5" | 3,052 SY | $5.25 | $5.70 |
| 407E10000 TACK COAT | 984 GAL | $6.50 | $8.00 |
| 609E14000 CURB, TYPE 2-A | 279 FT | $15.00 | $14.50 |
| 609E31000 COMBINATION CURB AND GUTTER, TYPE 9 | 352 FT | $30.00 | $30.00 |
| 609E31001 COMBINATION CURB AND GUTTER, TYPE 9, AS PER PLAN | 470 FT | $32.00 | $30.00 |
| 609E98100 CURB, MISC.:, COMBINATION CURB AND GUTTER TURNOUT | 3 EACH | $975 | $900 |
| 625E00450 CONNECTION, FUSED PULL APART | 16 EACH | $140 | $155 |
| 625E00480 CONNECTION, UNFUSED PERMANENT | 12 EACH | $125 | $132 |
| 625E14100 LIGHT POLE FOUNDATION, 24" X 8' DEEP | 8 EACH | $2,300 | $2,400 |
| 625E23200 NO. 4 AWG 2400 VOLT DISTRIBUTION CABLE | 675 FT | $3.25 | $3.50 |
| 625E23400 NO. 10 AWG POLE AND BRACKET CABLE | 1,248 FT | $1.25 | $1.30 |
| 625E24320 1-1/2" DUCT CABLE WITH THREE NO. 4 AWG 2400 VOLT C | 1,175 FT | $12.25 | $13.00 |
| 625E25502 CONDUIT, 3", 725.05 | 180 FT | $9.00 | $10.00 |
| 625E26253 LUMINAIRE, CONVENTIONAL, SOLID STATE (LED), AS PER | 8 EACH | $800 | $880 |
| 625E29002 TRENCH, 24" DEEP | 1,275 FT | $12.00 | $12.00 |
| 625E30700 PULL BOX, 725.08, 18" | 3 EACH | $800 | $825 |
| 625E30706 PULL BOX, 725.08, 24" | 1 EACH | $1,200 | $1,300 |
| 625E32000 GROUND ROD | 8 EACH | $175 | $190 |
| 625E34001 POWER SERVICE, AS PER PLAN | 1 EACH | $5,500 | $60,000 |
| 625E39000 TEMPORARY LIGHTING | 1 LS | $6,000 | $6,600 |
| 621E00100 RPM | 29 EACH | $125 | $130 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 23 EACH | $75.00 | $33.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 826 FT | $18.00 | $18.00 |
| 630E06400 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, S4X7.7 | 27 FT | $55.00 | $58.00 |
| 630E08600 SIGN POST REFLECTOR | 24 EACH | $45.00 | $46.00 |
| 630E09000 BREAKAWAY STRUCTURAL BEAM CONNECTION | 2 EACH | $200 | $230 |
| 630E80100 SIGN, FLAT SHEET | 491 SF | $23.00 | $25.00 |
| 630E84500 GROUND MOUNTED STRUCTURAL BEAM SUPPORT FOUNDATION | 2 EACH | $1,000 | $1,100 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 47 EACH | $10.00 | $11.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 55 EACH | $10.00 | $16.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 1.41 MILE | $2,300 | $2,500 |
| 642E00300 CENTER LINE, TYPE 1 | 0.42 MILE | $3,500 | $3,500 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 173 FT | $10.00 | $8.00 |
| 644E01520 DOTTED LINE, 12" | 166 FT | $3.00 | $6.00 |
| 644E20800 YIELD LINE | 66 FT | $32.00 | $3.50 |
| 632E90100 REMOVAL OF TRAFFIC SIGNAL INSTALLATION | 1 EACH | $2,000 | $2,000 |
| 614E11631 INCREASED BARRIER DELINEATION, AS PER PLAN | 360 FT | $10.00 | $3.70 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,200 | $2,300 |
| 614E12420 DETOUR SIGNING | 1 LS | $12,000 | $15,000 |
| 614E12600 REPLACEMENT DRUM | 10 EACH | $50.00 | $70.00 |
| 614E12800 WORK ZONE RAISED PAVEMENT MARKER | 223 EACH | $8.00 | $7.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 8 EACH | $22.00 | $23.00 |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 0.27 MILE | $4,000 | $5,600 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 0.6 MILE | $2,000 | $2,800 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 53 FT | $6.75 | $5.00 |
| 616E10000 WATER | 210 MGAL | $5.00 | $5.00 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 360 FT | $40.00 | $40.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $15,000 | $18,000 |
| 619E16010 FIELD OFFICE, TYPE B | 4 MNTH | $750 | $800 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $260,000 | $260k | 15% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 3,628 SY | $50 | $181k | 11% |
| 302E46000 ASPHALT CONCRETE BASE, PG64-22 | 936 CY | $170 | $159k | 9% |
| 442E20001 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 406 CY | $250 | $102k | 6% |
| 304E20000 AGGREGATE BASE | 1,640 CY | $45 | $74k | 4% |
| 442E20201 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 325 CY | $225 | $73k | 4% |
| 608E98000 WALKWAY, MISC.:DECORATIVE CONCRETE 6" THICK (SPLIT | 7,259 SF | $9 | $65k | 4% |
| 452E19200 NON-REINFORCED CONCRETE PAVEMENT, MISC.:CONCRETE S | 534 SY | $105 | $56k | 3% |
| 203E20000 EMBANKMENT | 3,524 CY | $15 | $53k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $47,993 | $48k | 3% |