MED-IR 71 Rest Areas TP
MED County · est $5.5M
Bid dateThursday, April 9—
Awarded toGREAT LAKES CONSTRUCTION CO$5.04M
MED County · est $5.5M
Bid form · ODOT
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 5,619 CY | $160 | $899k | 18% |
| 442E10100 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 2,333 CY | $206 | $481k | 10% |
| 304E20000 AGGREGATE BASE | 6,256 CY | $70 | $438k | 9% |
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 1,399 CY | $225 | $315k | 6% |
| 203E10000 EXCAVATION | 13,458 CY | $20.3 | $273k | 5% |
| 624E10000 MOBILIZATION Section 12 - INCIDENTALS - Totals Awd $424,700.00 2 $430,353.50 3 $468,000.00 | 1 LS | $251,000 | $251k | 5% |
| 605E06000 4" BASE PIPE UNDERDRAINS | 16,950 FT | $12.25 | $208k | 4% |
| 202E23000 PAVEMENT REMOVED | 20,688 SY | $9 | $186k | 4% |
| 206E10500 CEMENT | 927 TON | $190 | $176k | 3% |
| 609E28000 CURB, TYPE 7 | 4,947 FT | $27 | $134k | 3% |
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 103 more items below.
| Item | Quantity | R1Great Lakes Construction CO | R2Kokosing Construction Company INC | R3Karvo Companies INC | % of bid |
|---|---|---|---|---|---|
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 5,619 CY | $160 | $190 | $180 | 22% |
| 442E10100 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 2,333 CY | $206 | $263 | $235 | 12% |
| 304E20000 AGGREGATE BASE | 6,256 CY | $70.00 | $75.00 | $80.00 | 11% |
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 1,399 CY | $225 | $305 | $285 | 8% |
| 203E10000 EXCAVATION | 13,458 CY | $20.30 | $21.00 | $20.00 | 7% |
| 624E10000 MOBILIZATION Section 12 - INCIDENTALS - Totals Awd $424,700.00 2 $430,353.50 3 $468,000.00 | 1 LS | $251,000 | $270,000 | $200,000 | 6% |
| 605E06000 4" BASE PIPE UNDERDRAINS | 16,950 FT | $12.25 | $11.00 | $12.00 | 5% |
| 202E23000 PAVEMENT REMOVED | 20,688 SY | $9.00 | $9.00 | $20.50 | 5% |
| 206E10500 CEMENT | 927 TON | $190 | $185 | $199 | 4% |
| 609E28000 CURB, TYPE 7 | 4,947 FT | $27.00 | $25.00 | $18.00 | 3% |
| 206E15020 CEMENT STABILIZED SUBGRADE, 14 INCHES DEEP | 35,817 SY | $3.31 | $4.80 | $2.50 | 3% |
| 659E00300 TOPSOIL | 2,891 CY | $40.00 | $17.50 | $10.00 | 3% |
| 832E30000 EROSION CONTROL | 94,398 EACH | $1.00 | $1.00 | $1.00 | 2% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $86,000 | $68,554 | $25,000 | 2% |
| 611E05900 15" CONDUIT, TYPE B | 743 FT | $110 | $125 | $75.00 | 2% |
| 203E20000 EMBANKMENT | 6,291 CY | $10.50 | $2.40 | $12.00 | 2% |
| 611E98180 CATCH BASIN, NO. 3A | 11 EACH | $5,100 | $4,425 | $5,000 | 1% |
| 625E26262 LUMINAIRE, HIGH MAST, SOLID STATE (LED), HMLED4_P3 | 36 EACH | $1,379 | $1,200 | $1,373 | 1% |
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN | 1 LS | $46,750 | $31,570 | $50,000 | 1% |
| 601E21060 TIED CONCRETE BLOCK MAT WITH TYPE 2 UNDERLAYMENT | 403 SY | $115 | $85.00 | $50.00 | 1% |
| Item | Quantity | R1Great Lakes Construction CO | R2Kokosing Construction Company INC | R3Karvo Companies INC |
|---|---|---|---|---|
| 202E30000 WALK REMOVED | 13,676 SF | $1.20 | $2.25 | $1.75 |
| 202E32000 CURB REMOVED | 5,486 FT | $1.65 | $3.15 | $8.50 |
| 202E35100 PIPE REMOVED, 24" DIAMETER AND UNDER | 404 FT | $16.50 | $14.00 | $22.00 |
| 202E38000 GUARDRAIL REMOVED | 1,509 FT | $2.00 | $2.00 | $2.00 |
| 202E58000 MANHOLE REMOVED | 4 EACH | $700 | $1,100 | $500 |
| 202E58100 CATCH BASIN REMOVED | 5 EACH | $700 | $750 | $500 |
| 202E66000 SPECIAL - DRILLED WATER WELL ABANDONED | 2 EACH | $4,795 | $1,750 | $750 |
| 202E75000 FENCE REMOVED | 63 FT | $5.00 | $5.00 | $7.00 |
| 202E98000 REMOVAL MISC.: GROUND MOUNTED SIGNS AND POST SUPPO | 1 LS | $1,300 | $1,500 | $1,575 |
| 202E98000 REMOVAL MISC.: SANITARY PUMP STATION | 1 LS | $13,000 | $9,500 | $6,500 |
| 202E98100 REMOVAL MISC.: BOULDER | 1 EACH | $200 | $150 | $500 |
| 202E98100 REMOVAL MISC.: CONCRETE PICNIC TABLE | 27 EACH | $100 | $150 | $100 |
| 202E98100 REMOVAL MISC.: DRINKING FOUNTAIN | 1 EACH | $250 | $350 | $250 |
| 202E98100 REMOVAL MISC.: FLAG POLE | 2 EACH | $500 | $1,000 | $250 |
| 202E98100 REMOVAL MISC.: GRILL | 9 EACH | $400 | $125 | $100 |
| 202E98100 REMOVAL MISC.: NEWSPAPER BOXES | 1 EACH | $250 | $650 | $225 |
| 202E98100 REMOVAL MISC.: VENDING MACHINE | 3 EACH | $500 | $725 | $150 |
| 202E98100 REMOVAL MISC.: WOOD POST | 1 EACH | $100 | $32.00 | $250 |
| 202E98400 REMOVAL MISC.: CONCRETE PAD | 4,972 SF | $2.00 | $2.00 | $2.50 |
| 204E10000 SUBGRADE COMPACTION | 102 SY | $5.00 | $12.50 | $3.00 |
| 204E45000 PROOF ROLLING | 17 HOUR | $400 | $160 | $250 |
| 206E11000 CURING COAT | 35,817 SY | $1.20 | $1.20 | $1.10 |
| 606E15050 GUARDRAIL, TYPE MGS | 837.5 FT | $21.60 | $21.60 | $21.60 |
| 606E26100 ANCHOR ASSEMBLY, TYPE E | 2 EACH | $2,075 | $2,075 | $2,075 |
| 606E26500 ANCHOR ASSEMBLY, TYPE T | 2 EACH | $850 | $850 | $850 |
| 607E98000 FENCE, MISC.: DUMPSTER SCREEN WALL | 100 FT | $192 | $192 | $192 |
| 623E50000 PRECONSTRUCTION SURVEY MONUMENT VERIFICATION AND R | 1 LS | $3,300 | $4,000 | $5,000 |
| 623E51000 POST CONSTRUCTION SURVEY MONUMENT VERIFICATION AND | 1 LS | $3,300 | $4,000 | $5,000 |
| 690E50600 SPECIAL - BOLLARD Section 1 - ROADWAY - Totals Awd $1,058,585.67 2 $1,063,657.30 3 $1,309,557.20 | 9 EACH | $720 | $720 | $500 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 8 SY | $120 | $180 | $200 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 2 CY | $515 | $450 | $800 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $70.00 | $135 | $70.00 |
| 659E00500 SEEDING AND MULCHING, CLASS 1 | 19,299 SY | $1.10 | $0.79 | $1.10 |
| 659E14000 REPAIR SEEDING AND MULCHING | 922 SY | $1.10 | $0.80 | $1.10 |
| 659E15000 INTER-SEEDING | 922 SY | $0.80 | $0.80 | $0.80 |
| 659E20000 COMMERCIAL FERTILIZER | 2.57 TON | $850 | $939 | $850 |
| 659E31000 LIME | 3.81 ACRE | $35.00 | $158 | $35.00 |
| 659E35000 WATER | 102 MGAL | $1.00 | $1.00 | $1.00 |
| 670E00500 SLOPE EROSION PROTECTION | 7,595 SY | $1.80 | $1.32 | $1.80 |
| 670E00720 DITCH EROSION PROTECTION MAT, TYPE B | 324 SY | $1.80 | $1.49 | $1.80 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $3,400 | $3,200 | $5,000 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $8,000 | $6,420 | $15,000 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $10,000 | $500 | $15,000 |
| 836E10000 SEEDING AND EROSION CONTROL WITH TURF REINFORCING Section 2 - EROSION CONTROL - Totals Awd $319,807.75 2 $222,585.33 3 $221,692.75 | 48 SY | $5.00 | $5.49 | $5.00 |
| 602E20000 CONCRETE MASONRY | 0.6 CY | $3,400 | $2,500 | $2,000 |
| 611E00410 4" CONDUIT, TYPE F FOR UNDERDRAIN OUTLET | 306 FT | $48.00 | $35.00 | $15.00 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET Section 3 - DRAINAGE - Totals Awd $364,195.50 2 $342,410.00 3 $321,715.00 | 4 EACH | $500 | $550 | $450 |
| 407E10000 TACK COAT | 4,030 GAL | $2.50 | $1.50 | $2.40 |
| 452E10010 6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 268 SY | $75.00 | $60.00 | $75.00 |
| 452E12010 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 102 SY | $135 | $110 | $100 |
| 609E98100 CURB, MISC.: CURB, TYPE 7 SNOW TURNOUT | 4 EACH | $3,000 | $2,500 | $2,750 |
| 609E98100 CURB, MISC.: CURB, TYPE 7 TURNOUT Section 4 - PAVEMENT - Totals Awd $2,359,647.00 2 $2,767,904.00 3 $2,610,088.00 | 28 EACH | $1,350 | $850 | $400 |
| 202E70000 SPECIAL - FILL AND PLUG EXISTING CONDUIT (8" DIA.) | 346 FT | $30.00 | $8.50 | $30.00 |
| 611E99654 MANHOLE ADJUSTED TO GRADE Section 5 - SANITARY SEWER - Totals Awd $13,630.00 2 $7,191.00 3 $15,380.00 | 5 EACH | $650 | $850 | $1,000 |
| 611E00400 4" CONDUIT, TYPE E | 240 FT | $6.82 | $18.00 | $6.79 |
| 625E00450 CONNECTION, FUSED PULL APART | 32 EACH | $149 | $220 | $149 |
| 625E00480 CONNECTION, UNFUSED PERMANENT | 36 EACH | $84.61 | $175 | $84.29 |
| 625E10503 LIGHT POLE (INSTALLATION ONLY), AS PER PLAN (CONVE | 7 EACH | $837 | $1,920 | $834 |
| 625E10503 LIGHT POLE (INSTALLATION ONLY), AS PER PLAN (LIGHT | 9 EACH | $1,048 | $3,750 | $1,044 |
| 625E14100 LIGHT POLE FOUNDATION, 24" X 8' DEEP | 7 EACH | $2,036 | $2,650 | $2,029 |
| 625E15000 LIGHT TOWER FOUNDATION, 36" X 15' DEEP | 9 EACH | $4,599 | $5,150 | $4,582 |
| 625E23200 NO. 4 AWG 2400 VOLT DISTRIBUTION CABLE | 9,585 FT | $4.43 | $4.50 | $4.41 |
| 625E23400 NO. 10 AWG POLE AND BRACKET CABLE | 1,302 FT | $1.22 | $2.20 | $1.22 |
| 625E24320 1-1/2" DUCT CABLE WITH THREE NO. 4 AWG 2400 VOLT C | 1,525 FT | $17.30 | $25.00 | $17.24 |
| 625E25504 CONDUIT, 3", 725.051 | 2,845 FT | $11.60 | $10.00 | $11.56 |
| 625E26252 LUMINAIRE, CONVENTIONAL, SOLID STATE (LED), NVN-AF | 7 EACH | $496 | $385 | $494 |
| 625E29002 TRENCH, 24" DEEP | 4,370 FT | $9.32 | $9.00 | $9.29 |
| 625E30706 PULL BOX, 725.08, 24" | 12 EACH | $1,433 | $2,015 | $1,427 |
| 625E32000 GROUND ROD | 25 EACH | $169 | $390 | $168 |
| 625E34000 POWER SERVICE | 1 EACH | $3,714 | $7,000 | $3,700 |
| 625E34450 CONTROL CENTER CABINET, COMPLETE | 1 EACH | $8,522 | $6,000 | $8,490 |
| 625E36010 UNDERGROUND WARNING MARKING TAPE | 4,370 FT | $0.79 | $0.35 | $0.79 |
| 625E39000 TEMPORARY LIGHTING | 1 LS | $31,156 | $10,000 | $31,040 |
| 625E75351 LIGHT TOWER REMOVED, AS PER PLAN | 8 EACH | $955 | $1,500 | $951 |
| 625E75400 LIGHT POLE REMOVED | 14 EACH | $427 | $1,450 | $425 |
| 625E75507 LUMINAIRE REMOVED, AS PER PLAN | 25 EACH | $93.71 | $130 | $93.36 |
| 625E75540 LIGHT TOWER FOUNDATION REMOVED | 8 EACH | $524 | $2,100 | $522 |
| 625E76000 ARC FLASH CALCULATIONS AND LABEL (MED-122872) | 2 EACH | $2,084 | $1,500 | $2,076 |
| 625E98000 LIGHTING, MISC.: TEST EXISTING CIRCUIT | 2 EACH | $407 | $2,450 | $405 |
| 625E75500 LIGHT POLE FOUNDATION REMOVED Section 6 - LIGHTING - Totals Awd $375,933.86 2 $456,896.40 3 $398,414.41 | 14 EACH | $350 | $760 | $2,053 |
| 630E03101 GROUND MOUNTED SUPPORT, NO. 3 POST, AS PER PLAN | 246 FT | $12.25 | $15.00 | $15.00 |
| 630E04100 GROUND MOUNTED SUPPORT, NO. 4 POST | 73 FT | $27.25 | $17.00 | $17.00 |
| 630E07000 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W8X18 | 95 FT | $46.00 | $70.00 | $70.00 |
| 630E07600 GROUND MOUNTED STRUCTURAL BEAM SUPPORT, W10X12 | 98 FT | $33.00 | $56.50 | $56.50 |
| 630E09000 BREAKAWAY STRUCTURAL BEAM CONNECTION | 8 EACH | $765 | $725 | $725 |
| 630E80100 SIGN, FLAT SHEET | 114 SF | $18.80 | $19.00 | $19.00 |
| 630E81200 SIGN ERECTED, EXTRUSHEET | 456 SF | $25.10 | $26.00 | $26.00 |
| 630E84500 GROUND MOUNTED STRUCTURAL BEAM SUPPORT FOUNDATION | 8 EACH | $1,400 | $1,275 | $1,275 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 10 EACH | $29.20 | $10.00 | $10.00 |
| 630E85400 REMOVAL OF GROUND MOUNTED MAJOR SIGN AND DISPOSAL | 4 EACH | $185 | $265 | $265 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 12 EACH | $26.00 | $20.00 | $20.00 |
| 630E86102 REMOVAL OF GROUND MOUNTED STRUCTURAL BEAM SUPPORT | 4 EACH | $350 | $220 | $220 |
| 644E00100 EDGE LINE, 4" | 0.97 MILE | $4,000 | $4,000 | $4,000 |
| 644E01360 WRONG WAY ARROW | 14 EACH | $325 | $325 | $2,275 |
| 644E01200 PARKING LOT STALL MARKING Section 7 - TRAFFIC CONTROL - Totals Awd $65,561.65 2 $68,722.10 3 $96,022.10 | 9,454 FT | $1.15 | $1.15 | $1.15 |
| 202E56000 BUILDING DEMOLISHED (NB 1 STORY BRICK) | 1 LS | $24,125 | $30,624 | $50,000 |
| 202E56000 BUILDING DEMOLISHED (NB WOOD SHED) | 1 LS | $3,000 | $5,000 | $7,500 |
| 202E56000 BUILDING DEMOLISHED (SB 1 STORY BRICK) | 1 LS | $20,750 | $30,624 | $25,000 |
| 202E56000 BUILDING DEMOLISHED (SB WOOD SHED) Section 8 - BUILDING DEMOLITION - Totals Awd $50,875.00 2 $71,247.00 3 $87,500.00 | 1 LS | $3,000 | $5,000 | $5,000 |
| 616E10000 WATER Section 9 - MAINTENANCE OF TRAFFIC - Totals Awd $2,340.00 2 $3,900.00 3 $39.00 | 39 MGAL | $60.00 | $100 | $1.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $40,000 | $20,000 | $25,000 |
| 619E16020 FIELD OFFICE, TYPE C | 6 MNTH | $4,200 | $2,800 | $3,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $22,500 | $55,000 | $200,000 |
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 →