MEG-SR 681-03.07
MEG County
Bid dateThursday, April 23—
Awarded toCAST & BAKER CORPORATION$9.94M
Project scope
Bid form · ODOT
- Drainage21%
- Earthwork14%
- Erosion & Landscaping10%
- Guardrail & Barrier10%
- Maintaining Traffic10%
- Aggregate & Base7%
- Other27%
Top items by winning bid
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 203E10000 EXCAVATION | 432,627 CY | $11.3 | $4.89M | 49% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 2,604 CY | $270 | $703k | 7% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $429,000 | $429k | 4% |
| 304E20000 AGGREGATE BASE | 3,863 CY | $83 | $321k | 3% |
| 601E26001 DUMPED ROCK FILL, TYPE B, AS PER PLAN | 8,225 CY | $38 | $313k | 3% |
| 832E30000 EROSION CONTROL | 250,000 EACH | $1 | $250k | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $250,000 | $250k | 3% |
| 208E15000 PRESPLITTING | 8,954 SY | $25.5 | $228k | 2% |
| 203E35111 GRANULAR MATERIAL, TYPE B, AS PER PLAN (703.16) | 2,509 CY | $85 | $213k | 2% |
| 624E10000 MOBILIZATION Section 8 - INCIDENTALS - Totals Awd $630,000.00 2 $744,206.00 3 $1,341,600.00 4 $1,036,834.87 | 1 LS | $200,000 | $200k | 2% |
Per-bidder unit pricing
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 97 more items below.
Rank 1Cast & Baker Corporation$9.94MRank 2Allard Excavation LLC$10.0MRank 3Alan Stone CO INC$12.3MRank 4Ruhlin Company$12.9M
| Item | Quantity | R1Cast & Baker Corporation | R2Allard Excavation LLC | R3Alan Stone CO INC | R4Ruhlin Company | % of bid |
|---|---|---|---|---|---|---|
| 203E10000 EXCAVATION | 432,627 CY | $11.30 | $9.77 | $11.00 | $14.50 | 55% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 2,604 CY | $270 | $247 | $325 | $247 | 8% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $429,000 | $158,000 | $750,000 | $205,000 | 5% |
| 304E20000 AGGREGATE BASE | 3,863 CY | $83.00 | $101 | $115 | $134 | 4% |
| 601E26001 DUMPED ROCK FILL, TYPE B, AS PER PLAN | 8,225 CY | $38.00 | $115 | $51.00 | $101 | 4% |
| 832E30000 EROSION CONTROL | 250,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $250,000 | $227,985 | $450,000 | $140,000 | 3% |
| 208E15000 PRESPLITTING | 8,954 SY | $25.50 | $38.00 | $40.00 | $25.75 | 3% |
| 203E35111 GRANULAR MATERIAL, TYPE B, AS PER PLAN (703.16) | 2,509 CY | $85.00 | $114 | $115 | $20.50 | 2% |
| 624E10000 MOBILIZATION Section 8 - INCIDENTALS - Totals Awd $630,000.00 2 $744,206.00 3 $1,341,600.00 4 $1,036,834.87 | 1 LS | $200,000 | $300,000 | $500,000 | $635,000 | 2% |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 658 CY | $280 | $258 | $380 | $258 | 2% |
| 441E50200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (494 CY | $320 | $292 | $375 | $292 | 2% |
| 203E20000 EMBANKMENT | 47,476 CY | $2.50 | $2.00 | $12.00 | $6.00 | 1% |
| 203E35001 GRANULAR EMBANKMENT, AS PER PLAN (NO. 8 AGGREGATE) | 1,071 CY | $82.00 | $115 | $100 | $126 | 1% |
| 611E25000 66" CONDUIT, TYPE A | 208 FT | $410 | $618 | $400 | $815 | 1% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 833 SY | $100 | $111 | $140 | $72.25 | 1% |
| 613E41200 LOW STRENGTH MORTAR BACKFILL Section 3 - DRAINAGE - Totals Awd $501,598.00 2 $544,744.16 3 $566,566.00 4 $730,791.20 | 369 CY | $225 | $196 | $180 | $200 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $75,000 | $125,571 | $300,000 | $118,760 | 1% |
| 617E10100 COMPACTED AGGREGATE Section 4 - PAVEMENT - Totals Awd $1,440,355.50 2 $1,376,598.00 3 $1,760,419.00 4 $1,518,717.00 | 240 CY | $300 | $113 | $130 | $174 | 1% |
| 622E41100 PORTABLE BARRIER, UNANCHORED Section 6 - MAINTENANCE OF TRAFFIC - Totals Awd $308,429.00 2 $246,598.75 3 $367,483.74 4 $323,641.00 | 2,420 FT | $28.00 | $21.00 | $25.00 | $30.00 | 1% |
Show all 117 line items
| Item | Quantity | R1Cast & Baker Corporation | R2Allard Excavation LLC | R3Alan Stone CO INC | R4Ruhlin Company |
|---|---|---|---|---|---|
| 201E20010 SPECIAL - TREE REMOVED, 3"-12" DIAMETER | 15 EACH | $100 | $326 | $2,200 | $545 |
| 201E23000 TREE REMOVED, 30" DIAMETER | 5 EACH | $450 | $1,251 | $5,000 | $3,995 |
| 202E35100 PIPE REMOVED, 24" DIAMETER AND UNDER | 280 FT | $15.00 | $19.00 | $7.00 | $104 |
| 202E35101 PIPE REMOVED, 24" DIAMETER AND UNDER, AS PER PLAN | 24 FT | $15.00 | $20.00 | $25.00 | $245 |
| 202E35200 PIPE REMOVED, OVER 24" DIAMETER | 52 FT | $18.00 | $36.00 | $20.00 | $130 |
| 202E38200 GUARDRAIL REMOVED FOR REUSE | 56 FT | $4.00 | $10.00 | $5.00 | $10.00 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 1 EACH | $350 | $500 | $1,200 | $500 |
| 202E53100 MAILBOX REMOVED | 1 EACH | $50.00 | $27.00 | $500 | $40.00 |
| 202E56100 BUILDING DEMOLISHED PARCEL 170-089-500-3 | 1 EACH | $12,000 | $6,780 | $25,000 | $17,000 |
| 202E70000 SPECIAL - FILL AND PLUG EXISTING CONDUIT 72" X 48" | 49 FT | $55.00 | $470 | $150 | $355 |
| 202E75000 FENCE REMOVED | 217 FT | $5.00 | $1.00 | $5.00 | $10.00 |
| 202E98100 REMOVAL MISC.: BARN | 1 EACH | $6,000 | $2,642 | $5,000 | $1,900 |
| 202E98100 REMOVAL MISC.: PILE EXTRACTION | 97 EACH | $75.00 | $154 | $200 | $405 |
| 202E98100 REMOVAL MISC.: STANDPIPE | 1 EACH | $300 | $269 | $1,000 | $5,345 |
| 202E98100 REMOVAL MISC.: WELL/CISTERN | 1 EACH | $1,000 | $855 | $2,000 | $885 |
| 202E98300 REMOVAL MISC.:LANDSCAPING | 32 SY | $40.00 | $12.00 | $155 | $150 |
| 202E98300 REMOVAL MISC.:LANDSCAPING BLOCKS | 17 SY | $35.00 | $22.00 | $100 | $140 |
| 203E10001 EXCAVATION, AS PER PLAN | 197 CY | $18.00 | $10.00 | $25.00 | $23.50 |
| 203E35110 GRANULAR MATERIAL, TYPE B | 43 CY | $105 | $100 | $115 | $267 |
| 204E10000 SUBGRADE COMPACTION | 8,336 SY | $2.25 | $4.00 | $3.00 | $2.50 |
| 204E13000 EXCAVATION OF SUBGRADE | 2,382 CY | $4.50 | $11.00 | $30.00 | $16.25 |
| 204E20000 EMBANKMENT | 1,588 CY | $5.00 | $11.00 | $12.00 | $13.00 |
| 204E45000 PROOF ROLLING | 5 HOUR | $1,000 | $259 | $2,000 | $615 |
| 208E10000 PRE-BLAST CONDITION SURVEY | 1 LS | $4,000 | $3,200 | $25,000 | $3,200 |
| 208E12000 BLASTING CONSULTANT | 1 LS | $7,000 | $6,500 | $12,000 | $6,500 |
| 208E13000 AIR BLAST AND NOISE CONTROL | 1 LS | $2,800 | $5,000 | $3,000 | $6,000 |
| 208E14000 VIBRATION CONTROL AND MONITORING | 1 LS | $15,000 | $5,000 | $20,000 | $17,500 |
| 208E16000 HYDROLOGIST | 1 LS | $25,000 | $50,000 | $35,000 | $88,000 |
| 606E15050 GUARDRAIL, TYPE MGS | 1,603 FT | $22.75 | $24.00 | $30.00 | $24.00 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 459 FT | $30.00 | $26.00 | $40.00 | $26.00 |
| 606E16050 GUARDRAIL REBUILT, TYPE MGS | 56 FT | $18.50 | $10.00 | $25.00 | $10.00 |
| 606E20050 ROUNDED END SECTION | 2 EACH | $110 | $75.00 | $145 | $75.00 |
| 606E25550 ANCHOR ASSEMBLY, MGS TYPE A | 9 EACH | $1,800 | $1,750 | $2,500 | $1,750 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH | $1,500 | $1,450 | $2,000 | $1,450 |
| 607E15101 FENCE, TYPE 47RA, AS PER PLAN | 112 FT | $43.00 | $60.00 | $60.00 | $60.00 |
| 623E40500 REFERENCE MONUMENT, TYPE A | 38 EACH | $1,000 | $1,219 | $600 | $275 |
| 690E12010 SPECIAL - GEOTEXTILE FABRIC, 712.09, TYPE A | 2,903 SY | $3.50 | $1.00 | $2.00 | $6.00 |
| 690E50350 SPECIAL - MAILBOX REMOVED AND RESET Section 1 - ROADWAY - Totals Awd $6,236,035.85 2 $5,578,793.79 3 $7,324,339.00 4 $7,667,155.50 | 1 EACH | $200 | $250 | $500 | $185 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 413 SY | $80.00 | $72.00 | $95.00 | $85.00 |
| 601E27001 DUMPED ROCK FILL, TYPE C, AS PER PLAN | 405 CY | $22.50 | $158 | $51.00 | $405 |
| 601E32104 ROCK CHANNEL PROTECTION, TYPE B WITH GEOTEXTILE FA | 18 CY | $250 | $134 | $231 | $195 |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 9 CY | $150 | $158 | $288 | $435 |
| 601E45050 BIORETENTION CELL | 162 CY | $83.00 | $260 | $220 | $250 |
| 616E10000 WATER | 500 MGAL | $95.00 | $1.00 | $1.00 | $120 |
| 659E10000 SEEDING AND MULCHING | 83,626 SY | $0.75 | $0.70 | $1.20 | $0.65 |
| 659E20000 COMMERCIAL FERTILIZER | 11.18 TON | $1,400 | $1,250 | $15.00 | $1,250 |
| 659E31000 LIME | 17.1 ACRE | $165 | $150 | $20.00 | $150 |
| 659E35000 WATER | 223.6 MGAL | $1.10 | $1.00 | $1.00 | $1.00 |
| 670E00720 DITCH EROSION PROTECTION MAT, TYPE B | 649 SY | $2.25 | $2.00 | $2.00 | $2.00 |
| 671E15000 EROSION CONTROL MAT, TYPE A | 719 SY | $2.25 | $2.00 | $2.00 | $2.00 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $6,500 | $28,500 | $10,000 | $3,500 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $18,000 | $14,700 | $30,000 | $17,600 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $17,000 | $15,600 | $16,000 | $15,531 |
| 836E10000 SEEDING AND EROSION CONTROL WITH TURF REINFORCING | 535 SY | $6.50 | $6.00 | $2.00 | $6.00 |
| 836E10020 SEEDING AND EROSION CONTROL WITH TURF REINFORCING | 152 SY | $6.50 | $6.00 | $10.00 | $6.00 |
| 654E10000 RENOVATING EXISTING SOIL Section 2 - EROSION CONTROL - Totals Awd $805,040.96 2 $1,497,231.25 3 $940,785.50 4 $1,550,839.92 | 5.1 MSF | $600 | $4,722 | $1,200 | $9,500 |
| 602E20000 CONCRETE MASONRY | 7.06 CY | $3,800 | $5,536 | $3,500 | $5,895 |
| 605E13300 6" UNCLASSIFIED PIPE UNDERDRAINS | 923 FT | $16.00 | $15.00 | $20.00 | $15.50 |
| 605E13500 6" ROCK CUT UNDERDRAINS | 3,179 FT | $17.00 | $22.00 | $35.00 | $21.00 |
| 605E14000 6" BASE PIPE UNDERDRAINS | 4,704 FT | $13.50 | $15.00 | $20.00 | $19.50 |
| 605E98000 UNDERDRAINS, MISC.:4" PERFORATED PVC UNDERDRAIN, 7 | 191 FT | $34.00 | $38.00 | $40.00 | $35.00 |
| 611E00407 4" CONDUIT, TYPE F, AS PER PLAN, 707.42, 707.45 | 35 FT | $28.00 | $15.00 | $45.00 | $38.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 620 FT | $26.00 | $15.00 | $20.00 | $83.00 |
| 611E01400 6" CONDUIT, TYPE E, 707.31 (PERFORATED) | 1,866 FT | $18.00 | $11.00 | $6.00 | $17.00 |
| 611E04601 12" CONDUIT, TYPE C, AS PER PLAN | 100 FT | $75.00 | $108 | $160 | $195 |
| 611E04900 12" CONDUIT, TYPE D | 93 FT | $69.00 | $114 | $200 | $109 |
| 611E07900 18" CONDUIT, TYPE D | 27 FT | $122 | $117 | $150 | $110 |
| 611E10200 24" CONDUIT, TYPE A, 706.02 | 64 FT | $205 | $219 | $230 | $385 |
| 611E10400 24" CONDUIT, TYPE B, 706.02 | 127 FT | $206 | $158 | $200 | $385 |
| 611E10601 24" CONDUIT, TYPE C, AS PER PLAN, 706.02 | 37 FT | $225 | $204 | $200 | $255 |
| 611E16400 36" CONDUIT, TYPE B, 706.02 | 60 FT | $370 | $292 | $350 | $490 |
| 611E16600 36" CONDUIT, TYPE C, 706.02 | 16 FT | $445 | $290 | $350 | $445 |
| 611E99574 MANHOLE, NO. 3 | 1 EACH | $5,600 | $7,977 | $5,500 | $7,850 |
| 611E99575 MANHOLE, NO. 3, AS PER PLAN | 1 EACH | $7,000 | $6,375 | $6,500 | $7,250 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 31 EACH | $330 | $327 | $350 | $475 |
| 407E10000 TACK COAT | 846 GAL | $2.75 | $2.50 | $4.00 | $2.50 |
| 621E00100 RPM | 131 EACH | $55.00 | $50.00 | $75.00 | $50.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 132 EACH | $28.00 | $6.00 | $15.00 | $10.50 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 46 EACH | $45.00 | $13.00 | $20.00 | $10.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 4 EACH | $80.00 | $25.00 | $100 | $12.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 2 EACH | $265 | $250 | $100 | $75.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 1.97 MILE | $1,200 | $1,025 | $1,500 | $1,025 |
| 642E00300 CENTER LINE, TYPE 1 Section 5 - TRAFFIC CONTROL - Totals Awd $17,655.00 2 $11,828.35 3 $18,240.00 4 $11,882.35 | 0.98 MILE | $1,500 | $1,295 | $2,000 | $1,295 |
| 410E11000 TRAFFIC COMPACTED SURFACE, TYPE B | 27 CY | $100 | $106 | $200 | $135 |
| 410E11001 TRAFFIC COMPACTED SURFACE, TYPE B, AS PER PLAN | 172 CY | $85.00 | $128 | $150 | $120 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $3,000 | $2,200 | $4,000 | $2,600 |
| 614E12420 DETOUR SIGNING | 1 LS | $7,000 | $6,500 | $15,000 | $6,500 |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 4 EACH | $11,000 | $2,572 | $750 | $3,600 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 84 CY | $380 | $321 | $300 | $500 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 51 EACH | $30.00 | $30.00 | $40.00 | $26.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 51 EACH | $35.00 | $32.00 | $45.00 | $32.00 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 1.03 MILE | $1,800 | $1,625 | $2,358 | $1,625 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 60 FT | $16.00 | $14.00 | $20.00 | $14.00 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $30,000 | $13,610 | $80,000 | $80,000 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING Section 7 - RETAINING WALLS - Totals Awd $545.00 2 $25,000.00 3 $100.00 4 $75,000.00 | 1 LS | $545 | $25,000 | $100 | $75,000 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $60,000 | $45,650 | $70,000 | $55,955 |
| 619E16010 FIELD OFFICE, TYPE B | 18 MNTH | $2,500 | $2,500 | $1,200 | $4,840 |
Project details
- Description
- MEG-SR 681-03.07
- Type of work
- Earthwork
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 →