SUM-IR 77-Vacant Rest Area TP
SUM County
Bid dateFriday, April 17—
Awarded toANTHONY ALLEGA CEMENT CONTRACTOR$3.29M
Project scope
Bid form · ODOT
- Earthwork11%
- Drainage11%
- Guardrail & Barrier11%
- Signals & Lighting10%
- Maintaining Traffic10%
- Erosion & Landscaping7%
- Other40%
Top items by winning bid
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 452E12010 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P Section 4 - PAVEMENT - Totals Awd $1,696,859.57 2 $1,786,515.45 3 $1,798,164.50 | 12,295 SY | $62.92 | $774k | 24% |
| 304E20000 AGGREGATE BASE | 5,435 CY | $61.44 | $334k | 10% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 953 CY | $217.56 | $207k | 6% |
| 203E20000 EMBANKMENT | 13,558 CY | $12.37 | $168k | 5% |
| 442E10100 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 548 CY | $273.06 | $150k | 5% |
| 605E11100 6" SHALLOW PIPE UNDERDRAINS | 9,082 FT | $13.54 | $123k | 4% |
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 329 CY | $330.78 | $109k | 3% |
| 624E10000 MOBILIZATION Section 10 - INCIDENTALS - Totals Awd $242,475.15 2 $307,000.00 3 $283,900.00 | 1 LS | $102,762 | $103k | 3% |
| 625E24320 1-1/2" DUCT CABLE WITH THREE NO. 4 AWG 2400 VOLT C | 4,495 FT | $19.98 | $90k | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $89,117 | $89k | 3% |
Per-bidder unit pricing
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 99 more items below.
Rank 1Anthony Allega Cement Contractor$3.29MRank 2INC Great Lakes Construction CO$3.37MRank 3Tri-mor CORP$3.80M
| Item | Quantity | R1Anthony Allega Cement Contractor | R2INC Great Lakes Construction CO | R3Tri-mor CORP | % of bid |
|---|---|---|---|---|---|
| 452E12010 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P Section 4 - PAVEMENT - Totals Awd $1,696,859.57 2 $1,786,515.45 3 $1,798,164.50 | 12,295 SY | $62.92 | $75.00 | $75.00 | 29% |
| 304E20000 AGGREGATE BASE | 5,435 CY | $61.44 | $80.00 | $78.00 | 12% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 953 CY | $218 | $148 | $164 | 8% |
| 203E20000 EMBANKMENT | 13,558 CY | $12.37 | $15.50 | $25.00 | 6% |
| 442E10100 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 548 CY | $273 | $196 | $215 | 6% |
| 605E11100 6" SHALLOW PIPE UNDERDRAINS | 9,082 FT | $13.54 | $12.75 | $10.00 | 5% |
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 329 CY | $331 | $242 | $268 | 4% |
| 624E10000 MOBILIZATION Section 10 - INCIDENTALS - Totals Awd $242,475.15 2 $307,000.00 3 $283,900.00 | 1 LS | $102,762 | $165,000 | $85,000 | 4% |
| 625E24320 1-1/2" DUCT CABLE WITH THREE NO. 4 AWG 2400 VOLT C | 4,495 FT | $19.98 | $14.00 | $20.00 | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $89,117 | $65,000 | $102,000 | 3% |
| 203E10000 EXCAVATION | 6,229 CY | $13.10 | $11.00 | $15.00 | 3% |
| 609E28000 CURB, TYPE 7 | 2,422 FT | $31.80 | $27.00 | $18.00 | 3% |
| 625E29002 TRENCH, 24" DEEP | 4,406 FT | $15.54 | $6.00 | $15.00 | 3% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 3,200 FT | $20.77 | $26.00 | $45.00 | 2% |
| 832E30000 EROSION CONTROL Section 2 - EROSION CONTROL - Totals Awd $181,743.34 2 $171,608.82 3 $239,440.85 | 61,000 EACH | $1.00 | $1.00 | $1.00 | 2% |
| 202E23000 PAVEMENT REMOVED | 3,300 SY | $15.63 | $10.50 | $17.00 | 2% |
| 605E14000 6" BASE PIPE UNDERDRAINS | 4,027 FT | $11.33 | $12.00 | $10.00 | 2% |
| 659E00300 TOPSOIL | 2,300 CY | $18.13 | $15.34 | $45.00 | 2% |
| 614E18030 MAINTAINING TRAFFIC, MISC.: SHOULDER RUMBLE STRIPS | 5,666 FT | $5.55 | $6.26 | $10.00 | 1% |
| 611E20900 48" CONDUIT, TYPE B, 706.02 | 61 FT | $501 | $425 | $570 | 1% |
Show all 119 line items
| Item | Quantity | R1Anthony Allega Cement Contractor | R2INC Great Lakes Construction CO | R3Tri-mor CORP |
|---|---|---|---|---|
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN | 1 LS | $19,425 | $20,300 | $42,000 |
| 202E20010 HEADWALL REMOVED | 3 EACH | $762 | $450 | $450 |
| 202E35100 PIPE REMOVED, 24" DIAMETER AND UNDER | 8 FT | $98.73 | $105 | $15.00 |
| 202E35200 PIPE REMOVED, OVER 24" DIAMETER | 4 FT | $98.73 | $105 | $50.00 |
| 202E38000 GUARDRAIL REMOVED | 262.5 FT | $2.88 | $2.40 | $3.00 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 1 EACH | $198 | $165 | $185 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 1 EACH | $114 | $95.00 | $105 |
| 202E75000 FENCE REMOVED | 300 FT | $2.84 | $2.50 | $3.00 |
| 202E75250 GATE REMOVED | 1 EACH | $210 | $185 | $205 |
| 204E10000 SUBGRADE COMPACTION | 20,244 SY | $0.96 | $1.00 | $1.00 |
| 204E13000 EXCAVATION OF SUBGRADE | 336 CY | $34.57 | $37.50 | $35.00 |
| 204E30010 GRANULAR MATERIAL, TYPE B | 336 CY | $74.91 | $41.25 | $90.00 |
| 204E45000 PROOF ROLLING | 7 HOUR | $275 | $300 | $520 |
| 204E50000 GEOTEXTILE FABRIC | 1,036 SY | $2.30 | $2.15 | $2.00 |
| 606E15050 GUARDRAIL, TYPE MGS | 250 FT | $32.19 | $26.80 | $30.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E | 1 EACH | $3,339 | $2,780 | $3,100 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 1 EACH | $3,544 | $2,950 | $3,300 |
| 607E23000 FENCE, TYPE CLT | 300 FT | $38.81 | $34.20 | $40.00 |
| 607E61200 GATE, TYPE CLT | 1 EACH | $1,895 | $1,670 | $2,000 |
| 607E70000 FENCELINE SEEDING AND MULCHING | 350 FT | $2.27 | $1.83 | $3.00 |
| 607E98000 FENCE, MISC.:WOODEN SLATE FENCE | 38 FT | $210 | $185 | $205 |
| 690E50600 SPECIAL - BOLLARD | 5 EACH | $902 | $795 | $900 |
| 690E91000 SPECIAL - AS-BUILT CONSTRUCTION PLANS | 1 LS | $5,994 | $1,500 | $3,000 |
| 690E98400 SPECIAL - SURVEY CONTROL VERIFICATION Section 1 - ROADWAY - Totals Awd $441,406.49 2 $428,089.90 3 $649,533.50 | 1 LS | $7,215 | $1,500 | $3,000 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 134 SY | $160 | $125 | $34.00 |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 13 CY | $244 | $114 | $260 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 2 CY | $627 | $210 | $400 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $88.80 | $80.00 | $400 |
| 659E10000 SEEDING AND MULCHING | 20,719 SY | $1.22 | $1.10 | $1.75 |
| 659E20000 COMMERCIAL FERTILIZER | 2.8 TON | $999 | $900 | $715 |
| 659E31000 LIME | 4.28 ACRE | $5.55 | $5.00 | $45.00 |
| 659E35000 WATER | 112 MGAL | $0.56 | $0.50 | $5.00 |
| 670E00500 SLOPE EROSION PROTECTION | 1,929 SY | $2.09 | $1.88 | $3.00 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $3,219 | $6,000 | $3,200 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $11,877 | $11,500 | $7,100 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $5,661 | $10,000 | $10,305 |
| 602E20000 CONCRETE MASONRY | 1.8 CY | $4,518 | $3,005 | $4,000 |
| 605E13300 6" UNCLASSIFIED PIPE UNDERDRAINS | 20 FT | $33.78 | $27.00 | $18.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 609 FT | $20.68 | $44.00 | $15.00 |
| 611E05900 15" CONDUIT, TYPE B, 707.33 | 22 FT | $227 | $390 | $135 |
| 611E10200 24" CONDUIT, TYPE A, 706.02 | 24 FT | $285 | $405 | $275 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 1 EACH | $981 | $900 | $740 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET Section 3 - DRAINAGE - Totals Awd $238,786.03 2 $247,329.50 3 $203,665.00 | 12 EACH | $449 | $445 | $900 |
| 408E10001 PRIME COAT, AS PER PLAN | 412 GAL | $9.99 | $9.20 | $10.00 |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 450 CY | $62.68 | $60.50 | $67.00 |
| 407E20000 NON-TRACKING TACK COAT | 867 GAL | $3.33 | $3.15 | $3.50 |
| 618E40100 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 2,975 FT | $3.80 | $0.80 | $3.00 |
| 625E00450 CONNECTION, FUSED PULL APART | 26 EACH | $122 | $150 | $120 |
| 625E00480 CONNECTION, UNFUSED PERMANENT | 18 EACH | $111 | $150 | $110 |
| 625E10503 LIGHT POLE (INSTALLATION ONLY), AS PER PLAN, CONVE | 13 EACH | $555 | $1,000 | $550 |
| 625E10503 LIGHT POLE (INSTALLATION ONLY), AS PER PLAN, HIGH | 4 EACH | $1,110 | $2,500 | $1,100 |
| 625E14100 LIGHT POLE FOUNDATION, 24" X 8' DEEP | 13 EACH | $1,887 | $1,500 | $1,900 |
| 625E15700 LIGHT TOWER FOUNDATION, MISC.: 36" X 8' DEEP | 4 EACH | $2,775 | $5,000 | $2,800 |
| 625E23200 NO. 4 AWG 2400 VOLT DISTRIBUTION CABLE | 438 FT | $11.10 | $3.50 | $11.00 |
| 625E23400 NO. 10 AWG POLE AND BRACKET CABLE | 2,340 FT | $1.55 | $1.25 | $1.50 |
| 625E25500 CONDUIT, 3", 725.04 | 111 FT | $42.18 | $32.00 | $42.00 |
| 625E26253 LUMINAIRE, CONVENTIONAL, SOLID STATE (LED), AS PER | 13 EACH | $444 | $400 | $442 |
| 625E26263 LUMINAIRE, HIGH MAST, SOLID STATE (LED), AS PER PL | 8 EACH | $999 | $1,100 | $994 |
| 625E30700 PULL BOX, 725.08, 18" | 5 EACH | $971 | $1,200 | $1,000 |
| 625E32000 GROUND ROD | 21 EACH | $144 | $150 | $145 |
| 625E34001 POWER SERVICE, AS PER PLAN | 1 EACH | $8,547 | $11,000 | $8,500 |
| 625E36010 UNDERGROUND WARNING MARKING TAPE | 4,406 FT | $1.67 | $1.00 | $2.00 |
| 625E76000 ARC FLASH CALCULATIONS AND LABEL(CC-'GR') Section 5 - LIGHTING - Totals Awd $265,682.29 2 $205,532.00 3 $264,785.00 | 1 EACH | $4,218 | $500 | $4,200 |
| 621E00100 RPM | 228 EACH | $43.29 | $39.00 | $65.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 228 EACH | $4.30 | $14.08 | $25.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 4 EACH | $18.02 | $15.00 | $17.00 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 15.9 FT | $20.47 | $12.35 | $20.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 33.4 FT | $23.32 | $15.85 | $23.00 |
| 630E04100 GROUND MOUNTED SUPPORT, NO. 4 POST | 54.7 FT | $26.16 | $16.00 | $25.00 |
| 630E06400 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, S4X7.7 | 23.4 FT | $45.49 | $40.85 | $44.00 |
| 630E07000 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W8X18 | 102.8 FT | $62.55 | $42.00 | $60.00 |
| 630E07500 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W10X22 | 144.4 FT | $73.93 | $49.85 | $72.00 |
| 630E08600 SIGN POST REFLECTOR | 3 EACH | $51.18 | $26.00 | $50.00 |
| 630E09000 BREAKAWAY STRUCTURAL BEAM CONNECTION | 8 EACH | $825 | $715 | $800 |
| 630E80100 SIGN, FLAT SHEET | 63.1 SF | $22.75 | $23.00 | $22.00 |
| 630E80200 SIGN, GROUND MOUNTED EXTRUSHEET | 324 SF | $30.71 | $27.00 | $30.00 |
| 630E84500 GROUND MOUNTED STRUCTURAL BEAM SUPPORT FOUNDATION | 8 EACH | $1,462 | $1,400 | $1,500 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 3 EACH | $73.93 | $225 | $72.00 |
| 646E10010 EDGE LINE, 6" | 2.67 MILE | $2,886 | $2,600 | $4,200 |
| 646E10110 LANE LINE, 6" | 2.38 MILE | $2,109 | $1,900 | $2,850 |
| 646E10310 CHANNELIZING LINE, 12" | 2,855 FT | $1.50 | $1.35 | $3.00 |
| 646E10601 TRANSVERSE/DIAGONAL LINE, AS PER PLAN | 511 FT | $7.22 | $6.50 | $7.00 |
| 646E10620 CHEVRON MARKING | 86 FT | $7.22 | $6.50 | $11.00 |
| 646E20200 PARKING LOT STALL MARKING | 2,111 FT | $1.94 | $1.75 | $4.00 |
| 646E20504 DOTTED LINE, 6" Section 6 - TRAFFIC CONTROL - Totals Awd $90,009.09 2 $79,625.13 3 $113,127.30 | 1,544 FT | $1.89 | $1.70 | $2.00 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 20 HOUR | $133 | $100 | $90.00 |
| 614E11630 INCREASED BARRIER DELINEATION | 120 FT | $4.53 | $4.08 | $3.00 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,509 | $2,260 | $3,000 |
| 614E12801 WORK ZONE RAISED PAVEMENT MARKER, AS PER PLAN | 474 EACH | $7.50 | $6.76 | $8.00 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 65 EACH | $12.94 | $11.66 | $10.00 |
| 614E13350 OBJECT MARKER, ONE WAY | 63 EACH | $24.11 | $21.72 | $16.00 |
| 614E20010 WORK ZONE LANE LINE, CLASS I, 6" | 1.62 MILE | $888 | $800 | $2,000 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 2.38 MILE | $1,060 | $955 | $2,000 |
| 614E23000 WORK ZONE CHANNELIZING LINE, CLASS I, 8" | 3,960 FT | $1.11 | $1.00 | $1.00 |
| 616E10000 WATER | 40 MGAL | $76.18 | $50.00 | $190 |
| 808E18700 DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY Section 7 - MAINTENANCE OF TRAFFIC - Totals Awd $131,880.51 2 $148,129.26 3 $242,830.00 | 12 SNMT | $702 | $633 | $750 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $14,968 | $24,000 | $39,000 |
| 619E16010 FIELD OFFICE, TYPE B | 6 MNTH | $2,994 | $3,500 | $3,200 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $17,663 | $32,000 | $38,700 |
Project details
- Description
- SUM-IR 77-Vacant Rest Area TP
- Type of work
- Pavement
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 →