AUG-SR 501/SR 198-02.32/02.36
AUG County · est $1.5M
Bid dateThursday, March 26—
Awarded toMILLER CONTRACTING GROUP INC$1.70M
AUG County · est $1.5M
Bid form · ODOT
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 624E10000 MOBILIZATION Section 10 - INCIDENTALS - Totals Awd $281,780.00 2 $423,700.00 | 1 LS | $165,000 | $165k | 10% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 394 CY | $326.3 | $129k | 8% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 172 CY | $368.1 | $63k | 4% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (147 CY | $414 | $61k | 4% |
| 809E69101 STOP LINE RADAR DETECTION, AS PER PLAN | 5 EACH | $12,136 | $61k | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $58,140 | $58k | 3% |
| 632E90400 SIGNALIZATION, MISC.: COMBINATION SIGNAL SUPPORT ( | 1 EACH | $55,277 | $55k | 3% |
| 608E10001 4" CONCRETE WALK, AS PER PLAN | 5,733 SF | $9 | $52k | 3% |
| 614E11300 SPECIAL - WORK ZONE TRAFFIC SIGNAL | 1 EACH | $50,810 | $51k | 3% |
| 203E10000 EXCAVATION | 1,909 CY | $25.8 | $49k | 3% |
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 137 more items below.
| Item | Quantity | R1Miller Contracting Group INC | R2Fenson Contracting LLC | % of bid |
|---|---|---|---|---|
| 624E10000 MOBILIZATION Section 10 - INCIDENTALS - Totals Awd $281,780.00 2 $423,700.00 | 1 LS | $165,000 | $100,000 | 16% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 394 CY | $326 | $340 | 12% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 172 CY | $368 | $375 | 6% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (147 CY | $414 | $420 | 6% |
| 809E69101 STOP LINE RADAR DETECTION, AS PER PLAN | 5 EACH | $12,136 | $12,700 | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $58,140 | $155,000 | 6% |
| 632E90400 SIGNALIZATION, MISC.: COMBINATION SIGNAL SUPPORT ( | 1 EACH | $55,277 | $52,000 | 5% |
| 608E10001 4" CONCRETE WALK, AS PER PLAN | 5,733 SF | $9.00 | $13.50 | 5% |
| 614E11300 SPECIAL - WORK ZONE TRAFFIC SIGNAL | 1 EACH | $50,810 | $17,200 | 5% |
| 203E10000 EXCAVATION | 1,909 CY | $25.80 | $40.00 | 5% |
| 204E30010 GRANULAR MATERIAL, TYPE B | 646 CY | $62.80 | $60.00 | 4% |
| 609E12001 COMBINATION CURB AND GUTTER, TYPE 2, AS PER PLAN | 744 FT | $50.00 | $60.00 | 4% |
| 615E20001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A, AS PER | 177 SY | $195 | $300 | 3% |
| 690E12150 SPECIAL - ASPHALT REJUVENATING AGENT | 628 GAL | $50.00 | $11.50 | 3% |
| 608E52001 CURB RAMP, AS PER PLAN | 1,147 SF | $27.00 | $30.00 | 3% |
| 304E20000 AGGREGATE BASE | 527 CY | $57.00 | $70.00 | 3% |
| 614E12421 DETOUR SIGNING, AS PER PLAN | 1 LS | $28,230 | $35,000 | 3% |
| 633E65511 CABINET, TYPE TS-2, AS PER PLAN | 1 EACH | $26,191 | $25,750 | 2% |
| 625E25909 CONDUIT, JACKED OR DRILLED, 725.052, AS PER PLAN, | 350 FT | $73.40 | $49.00 | 2% |
| 632E64011 SIGNAL SUPPORT FOUNDATION, AS PER PLAN | — | $25,410 | $11,000 | 2% |
| Item | Quantity | R1Miller Contracting Group INC | R2Fenson Contracting LLC |
|---|---|---|---|
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN | 1 LS | $15,640 | $18,000 |
| 202E23000 PAVEMENT REMOVED | 2,629 SY | $0.80 | $25.00 |
| 202E30000 WALK REMOVED | 5,334 SF | $0.60 | $10.00 |
| 202E32000 CURB REMOVED | 84 FT | $1.00 | $10.00 |
| 202E32500 CURB AND GUTTER REMOVED | 1,309 FT | $2.80 | $15.00 |
| 202E35100 PIPE REMOVED, 24" DIAMETER AND UNDER | 211 FT | $41.30 | $65.00 |
| 202E58100 CATCH BASIN REMOVED | 2 EACH | $484 | $1,000 |
| 202E98100 REMOVAL MISC.: BRICK LANDSCAPE COLUMN | 4 EACH | $398 | $1,200 |
| 202E98100 REMOVAL MISC.: INSPECTION WELL | 2 EACH | $300 | $1,500 |
| 202E98200 REMOVAL MISC.: CONDUIT | 50 FT | $50.00 | $25.00 |
| 203E20000 EMBANKMENT | 174 CY | $17.00 | $55.00 |
| 203E20001 EMBANKMENT, AS PER PLAN | 10 CY | $54.30 | $100 |
| 204E10000 SUBGRADE COMPACTION | 2,961 SY | $1.40 | $5.00 |
| 204E13000 EXCAVATION OF SUBGRADE | 646 CY | $15.50 | $30.00 |
| 204E45000 PROOF ROLLING | 2 HOUR | $269 | $150 |
| 204E50000 GEOTEXTILE FABRIC | 1,189 SY | $2.00 | $4.00 |
| 204E51000 GEOGRID | 741 SY | $3.00 | $6.00 |
| 608E40001 CONCRETE STEPS, TYPE A, AS PER PLAN | 10 FT | $60.00 | $450 |
| 623E38500 MONUMENT ASSEMBLY, TYPE C | 5 EACH | $727 | $2,500 |
| 623E50000 PRECONSTRUCTION SURVEY MONUMENT VERIFICATION AND R | 1 LS | $3,500 | $2,500 |
| 623E51000 POST CONSTRUCTION SURVEY MONUMENT VERIFICATION AND Section 1 - ROADWAY - Totals Awd $245,487.50 2 $485,487.50 | 1 LS | $3,500 | $2,500 |
| 659E00300 TOPSOIL | 372 CY | $17.00 | $95.00 |
| 659E00500 SEEDING AND MULCHING, CLASS 1 | 3,350 SY | $2.10 | $6.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 168 SY | $2.10 | $2.00 |
| 659E15000 INTER-SEEDING | 168 SY | $1.20 | $1.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.45 TON | $960 | $950 |
| 659E31000 LIME | 0.69 ACRE | $20.00 | $35.00 |
| 659E35000 WATER | 18.1 MGAL | $1.00 | $1.00 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $3,200 | $4,250 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $14,500 | $12,500 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $15,100 | $15,000 |
| 832E30000 EROSION CONTROL Section 2 - EROSION CONTROL - Totals Awd $65,677.30 2 $106,663.75 | 18,500 EACH | $1.00 | $1.00 |
| 605E05200 4" UNCLASSIFIED PIPE UNDERDRAINS | 309 FT | $19.20 | $40.00 |
| 605E06000 4" BASE PIPE UNDERDRAINS | 583 FT | $15.90 | $40.00 |
| 611E00410 4" CONDUIT, TYPE F FOR UNDERDRAIN OUTLET | 75 FT | $37.20 | $65.00 |
| 611E00900 6" CONDUIT, TYPE B (CMS 707.45) | 158 FT | $26.10 | $85.00 |
| 611E04400 12" CONDUIT, TYPE B | 131 FT | $67.90 | $110 |
| 611E04600 12" CONDUIT, TYPE C | 51 FT | $79.00 | $100 |
| 611E05900 15" CONDUIT, TYPE B | 20 FT | $107 | $120 |
| 611E06100 15" CONDUIT, TYPE C | 108 FT | $80.00 | $100 |
| 611E97400 CONDUIT, MISC.: TYPE E FOR DRAINAGE DISCHARGE CONT | 50 FT | $50.00 | $50.00 |
| 611E98470 CATCH BASIN, NO. 2-2B | 1 EACH | $1,981 | $4,000 |
| 611E98690 CATCH BASIN, MISC.: TYPE CB-1 | 2 EACH | $3,139 | $5,000 |
| 611E98690 CATCH BASIN, MISC.: TYPE CB-1A | 3 EACH | $4,328 | $6,000 |
| 611E99582 MANHOLE, NO. 3 WITH 90" BASE I.D. AND 8" WEIR | 1 EACH | $14,265 | $30,000 |
| 611E99661 MANHOLE RECONSTRUCTED TO GRADE, AS PER PLAN | 1 EACH | $889 | $3,000 |
| 611E99720 INSPECTION WELL | 2 EACH | $1,500 | $3,500 |
| 611E99721 INSPECTION WELL, AS PER PLAN | 1 EACH | $1,500 | $4,000 |
| 895E10020 MANUFACTURED WATER QUALITY STRUCTURE, TYPE 2 Section 3 - DRAINAGE - Totals Awd $109,311.20 2 $203,195.00 | 1 EACH | $20,100 | $38,000 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.25" THICK) | 3,202 SY | $4.80 | $4.50 |
| 254E01600 PATCHING PLANED SURFACE | 160 SY | $11.30 | $10.00 |
| 407E20000 NON-TRACKING TACK COAT | 252 GAL | $5.70 | $5.00 |
| 411E10000 STABILIZED CRUSHED AGGREGATE | 77 CY | $66.20 | $80.00 |
| 441E70500 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449) | — | $369 | $375 |
| 441E70700 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (2 CY | $414 | $420 |
| 452E10011 6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P, | 62 SY | $132 | $120 |
| 452E13011 9" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P, | 18 SY | $158 | $155 |
| 609E18001 COMBINATION CURB AND GUTTER, TYPE 3, AS PER PLAN | 415 FT | $50.00 | $60.00 |
| 609E26001 CURB, TYPE 6, AS PER PLAN | 54 FT | $42.00 | $50.00 |
| 690E12160 SPECIAL - TESTING Section 4 - PAVEMENT - Totals Awd $410,826.80 2 $414,926.00 | 1 LS | $500 | $3,500 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 3 EACH | $750 | $1,500 |
| 638E10900 SERVICE BOX ADJUSTED TO GRADE Section 5 - WATER WORK - Totals Awd $3,000.00 2 $6,000.00 | 1 EACH | $750 | $1,500 |
| 611E99654 MANHOLE ADJUSTED TO GRADE (SANITARY) Section 6 - SANITARY SEWER - Totals Awd $750.00 2 $3,500.00 | 1 EACH | $750 | $3,500 |
| 630E08600 SIGN POST REFLECTOR | 1 EACH | $63.00 | $63.00 |
| 630E79101 SIGN HANGER ASSEMBLY, MAST ARM, AS PER PLAN | 5 EACH | $565 | $575 |
| 630E80100 SIGN, FLAT SHEET | 6.3 SF | $23.00 | $23.00 |
| 630E80101 SIGN, FLAT SHEET, AS PER PLAN | 76.4 SF | $57.00 | $58.00 |
| 630E80501 SIGN, DOUBLE FACED, STREET NAME, AS PER PLAN (BLAC | 2 EACH | $339 | $345 |
| 630E80511 SIGN, STREET NAME, AS PER PLAN | 3 EACH | $226 | $240 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 46 EACH | $29.00 | $28.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 25 EACH | $29.00 | $28.00 |
| 630E87520 REMOVAL OF POLE MOUNTED SIGN AND REERECTION | 1 EACH | $170 | $170 |
| 630E97900 SIGNING, MISC.: TRAFFIC SIGN SUPPORT SYSTEM (BLACK | 208 FT | $74.00 | $75.00 |
| 644E00100 EDGE LINE, 4" | 0.4 MILE | $6,209 | $6,300 |
| 644E00300 CENTER LINE | 0.6 MILE | $11,289 | $11,500 |
| 644E00400 CHANNELIZING LINE, 8" | 243 FT | $2.30 | $2.30 |
| 644E00500 STOP LINE | 93 FT | $8.00 | $8.00 |
| 644E00620 CROSSWALK LINE, 12" | 433 FT | $4.60 | $4.60 |
| 644E01300 LANE ARROW | 8 EACH | $142 | $143 |
| 644E30000 REMOVAL OF PAVEMENT MARKING Section 7 - TRAFFIC CONTROL - Totals Awd $43,862.40 2 $44,350.80 | 381 FT | $10.00 | $10.00 |
| 611E00400 4" CONDUIT, TYPE E (SIGNALS) | 100 FT | $24.00 | $1.60 |
| 625E00450 CONNECTION, FUSED PULL APART | 3 EACH | $209 | $200 |
| 625E00460 CONNECTION, UNFUSED PULL APART | 3 EACH | $209 | $192 |
| 625E10491 LIGHT POLE, CONVENTIONAL, AS PER PLAN, TRUSS ARM(A | 2 EACH | $6,209 | $5,200 |
| 625E14000 LIGHT POLE FOUNDATION, 24" X 6' DEEP | 3 EACH | $4,290 | $2,300 |
| 625E18001 BRACKET ARM, 10', AS PER PLAN | 1 EACH | $1,920 | $1,270 |
| 625E25408 CONDUIT, 2", 725.051 | 177 FT | $24.90 | $10.00 |
| 625E25504 CONDUIT, 3", 725.051 | 72 FT | $29.40 | $13.00 |
| 625E25604 CONDUIT, 4", 725.051 | 44 FT | $32.80 | $13.50 |
| 625E25909 CONDUIT, JACKED OR DRILLED, 725.052, AS PER PLAN, | 136 FT | $84.70 | $53.00 |
| 625E25909 CONDUIT, JACKED OR DRILLED, 725.052, AS PER PLAN, | 70 FT | $107 | $61.00 |
| 625E27561 LUMINAIRE, INSTALLATION ONLY, AS PER PLAN | 3 EACH | $508 | $257 |
| 625E29000 TRENCH | 289 FT | $51.00 | $14.00 |
| 625E30700 PULL BOX, 725.08, 18" | 3 EACH | $2,033 | $1,300 |
| 625E30706 PULL BOX, 725.08, 24" | 2 EACH | $2,484 | $1,560 |
| 625E32000 GROUND ROD | 10 EACH | $480 | $348 |
| 625E36010 UNDERGROUND WARNING MARKING TAPE | 289 FT | $4.60 | $2.30 |
| 632E05007 VEHICULAR SIGNAL HEAD, (LED), 3-SECTION, 12" LENS, | 6 EACH | $1,694 | $1,390 |
| 632E05087 VEHICULAR SIGNAL HEAD, (LED), 5-SECTION, 12" LENS, | 3 EACH | $3,613 | $2,300 |
| 632E20731 PEDESTRIAN SIGNAL HEAD (LED), TYPE D2, COUNTDOWN, | 8 EACH | $1,355 | $965 |
| 632E20751 ACCESSIBLE PEDESTRIAN PUSHBUTTON, AS PER PLAN | 8 EACH | $1,694 | $1,500 |
| 632E25000 COVERING OF VEHICULAR SIGNAL HEAD | 9 EACH | $57.00 | $42.00 |
| 632E25010 COVERING OF PEDESTRIAN SIGNAL HEAD | 8 EACH | $46.00 | $34.00 |
| 632E40500 SIGNAL CABLE, 5 CONDUCTOR, NO. 14 AWG | 1,117 FT | $6.00 | $4.60 |
| 632E40700 SIGNAL CABLE, 7 CONDUCTOR, NO. 14 AWG | 746 FT | $6.30 | $5.75 |
| 632E42300 SIGNAL CABLE, 3 CONDUCTOR, NO. 12 AWG | 534 FT | $4.60 | $4.00 |
| 632E64020 PEDESTAL FOUNDATION | 5 EACH | $2,490 | $2,025 |
| 632E65400 LOOP DETECTOR LEAD-IN CABLE, 2 CONDUCTOR, NO. 12 A | 1,089 FT | $4.00 | $3.50 |
| 632E68300 POWER CABLE, 3 CONDUCTOR, NO. 6 AWG | 267 FT | $11.30 | $5.50 |
| 632E70001 POWER SERVICE, AS PER PLAN | 1 EACH | $7,340 | $4,800 |
| 632E70400 CONDUIT RISER, 2" DIAMETER | 2 EACH | $960 | $1,625 |
| 632E89901 PEDESTAL, 8', TRANSFORMER BASE, AS PER PLAN | 5 EACH | $1,355 | $1,400 |
| 632E90008 PEDESTAL, 15', TRANSFORMER BASE, AS PER PLAN | 1 EACH | $2,484 | $2,400 |
| 632E90101 REMOVAL OF TRAFFIC SIGNAL INSTALLATION, AS PER PLA | 1 EACH | $6,492 | $8,800 |
| 633E67100 CABINET FOUNDATION | 1 EACH | $3,839 | $2,650 |
| 633E67201 CONTROLLER WORK PAD, AS PER PLAN | 1 EACH | $960 | $1,100 |
| 633E75001 UNINTERRUPTIBLE POWER SUPPLY (UPS), 1000 WATT, AS | 1 EACH | $9,596 | $8,400 |
| 809E69123 ATC CONTROLLER, AS PER PLAN Section 8 - TRAFFIC SIGNALS - Totals Awd $411,833.50 2 $327,544.40 | 1 EACH | $7,903 | $6,500 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 32 HOUR | $95.00 | $125 |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 0.6 MILE | $1,694 | $1,700 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.6 MILE | $1,694 | $1,700 |
| 614E22000 WORK ZONE EDGE LINE, CLASS I, 4" | 0.4 MILE | $1,355 | $1,300 |
| 614E22100 WORK ZONE EDGE LINE, CLASS I, 4", 642 PAINT | 0.4 MILE | $1,355 | $1,300 |
| 614E22350 WORK ZONE EDGE LINE, CLASS III, 4", 642 PAINT | 0.4 MILE | $1,355 | $1,300 |
| 614E23000 WORK ZONE CHANNELIZING LINE, CLASS I, 8" | 243 FT | $1.20 | $1.10 |
| 614E23680 WORK ZONE CHANNELIZING LINE, CLASS III, 8", 642 PA | 243 FT | $1.20 | $1.10 |
| 614E24200 WORK ZONE DOTTED LINE, CLASS I, 4", 642 PAINT | 99 FT | $1.20 | $1.10 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 93 FT | $3.40 | $3.40 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 93 FT | $3.40 | $3.40 |
| 614E30000 WORK ZONE ARROW, CLASS I | 8 EACH | $46.00 | $46.00 |
| 614E30650 WORK ZONE ARROW, CLASS III, 642 PAINT | 8 EACH | $46.00 | $46.00 |
| 615E10001 ROADS FOR MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $3,300 | $35,000 |
| 616E10000 WATER | 7.7 MGAL | $1.00 | $50.00 |
| 632E89401 DOWN GUY, AS PER PLAN Section 9 - MAINTENANCE OF TRAFFIC - Totals Awd $126,704.90 2 $151,556.90 | 1 EACH | $1,073 | $1,260 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $18,000 | $25,000 |
| 619E16010 FIELD OFFICE, TYPE B | 12 MNTH | $1,870 | $8,600 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $18,200 | $40,500 |
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 →