CLI-SR 73-01.80/20.74, CLI-SR 350-15.78
CLI County · est $0.8M
Bid dateThursday, January 11—
CLI County · est $0.8M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 74 more items below.
| Item | Quantity | R1Axis Civil Construction LLC | R2Performance Site Development | R3Alan Stone CO INC | R4Belgray, INC | % of bid |
|---|---|---|---|---|---|---|
| 611E53000 38" X 60" CONDUIT, TYPE A, 706.04 | 91 FT | $1,900 | $711 | $960 | $1,200 | 21% |
| 611E97400 CONDUIT, MISC.:4'x3' CONDUIT, TYPE A, 706.05 (DESI | 87 FT | $1,300 | $725 | $1,500 | $1,300 | 14% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 163 CY | $450 | $589 | $530 | $575 | 9% |
| 611E19200 42" CONDUIT, TYPE A, 706.02 | 112 FT | $500 | $365 | $450 | $785 | 7% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $45,000 | $72,750 | $78,000 | $170,000 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $44,785 | $104,000 | $40,000 |
| Item | Quantity | R1Axis Civil Construction LLC | R2Performance Site Development | R3Alan Stone CO INC | R4Belgray, INC |
|---|---|---|---|---|---|
| 202E23000 PAVEMENT REMOVED | 313 SY | $15.00 | $17.50 | $90.00 | $50.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 386 FT | $40.00 | $45.00 | $35.00 | $34.00 |
| 202E58000 MANHOLE REMOVED | 1 EACH | $1,000 | $995 | $1,100 | $550 |
| 203E10000 EXCAVATION | 131 CY | $25.00 | $35.00 | $45.00 | $100 |
| 203E20000 EMBANKMENT | 172 CY |
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 →
| 5% |
| 511E46210 CLASS QC1 CONCRETE, RETAINING/WINGWALL INCLUDING F | 16 CY | $2,200 | $1,275 | $2,400 | $1,700 | 4% |
| 601E11001 RIPRAP, TYPE D, AS PER PLAN | 134 SY | $250 | $275 | $170 | $255 | 4% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 50 CY | $600 | $1,080 | $980 | $1,025 | 4% |
| 611E16200 36" CONDUIT, TYPE A, 707.01, 707.04; 706.02; 707.3 | 42 FT | $650 | $195 | $280 | $600 | 3% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $25,000 | $19,750 | $27,000 | $25,000 | 3% |
| 202E11000 STRUCTURE REMOVED | 1 LS | $23,000 | $7,165 | $23,000 | $17,500 | 3% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 761 FT | $30.00 | $30.50 | $35.00 | $33.00 | 3% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 7 CY | $3,200 | $1,785 | $4,000 | $3,300 | 3% |
| 202E11200 PORTIONS OF STRUCTURE REMOVED | 1 LS | $20,000 | $8,750 | $7,600 | $10,000 | 2% |
| 602E20000 CONCRETE MASONRY | 24 CY | $801 | $1,175 | $340 | $1,000 | 2% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE - 2" | 630 SY | $30.00 | $48.60 | $45.00 | $50.00 | 2% |
| 611E08100 18" CONDUIT, TYPE E | 140 FT | $130 | $145 | $210 | $150 | 2% |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 171 SY | $100 | $130 | $160 | $220 | 2% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $16,500 | $26,100 | $20,000 | $55,000 | 2% |
| $25.00 |
| $38.00 |
| $75.00 |
| $150 |
| 204E10000 SUBGRADE COMPACTION | 340 SY | $5.00 | $7.00 | $30.00 | $14.00 |
| 623E12000 PRIMARY PROJECT CONTROL MONUMENT, TYPE A | 4 EACH | $1,800 | $1,775 | $1,600 | $2,000 |
| 659E00300 TOPSOIL | 277 CY | $50.00 | $82.00 | $70.00 | $100 |
| 659E00500 SEEDING AND MULCHING, CLASS 1 | 2,500 SY | $1.75 | $1.70 | $8.50 | $3.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.35 TON | $1,500 | $2,500 | $670 | $2,000 |
| 659E31000 LIME | 0.52 ACRE | $200 | $325 | $930 | $1,000 |
| 659E35000 WATER | 14 MGAL | $1.00 | $25.00 | $120 | $85.00 |
| 832E30000 EROSION CONTROL | 16,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 8 SY | $75.00 | $195 | $290 | $225 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 5 CY | $110 | $395 | $250 | $320 |
| 611E01500 6" CONDUIT, TYPE F | 40 FT | $13.00 | $45.00 | $45.00 | $20.00 |
| 611E01800 8" CONDUIT, TYPE B | 100 FT | $14.00 | $50.00 | $40.00 | $41.00 |
| 611E02500 8" CONDUIT, TYPE E | 100 FT | $14.00 | $50.00 | $75.00 | $41.00 |
| 611E02600 8" CONDUIT, TYPE F | 100 FT | $14.00 | $50.00 | $75.00 | $41.00 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 4 EACH | $200 | $825 | $540 | $500 |
| 304E20000 AGGREGATE BASE | 56 CY | $160 | $140 | $270 | $170 |
| 407E20000 NON-TRACKING TACK COAT | 93 GAL | $7.00 | $10.80 | $6.00 | $10.00 |
| 621E00100 RPM | 13 EACH | $282 | $16.20 | $390 | $328 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 13 EACH | $50.00 | $354 | $35.00 | $125 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 13 FT | $21.00 | $32.77 | $35.00 | $31.00 |
| 630E08600 SIGN POST REFLECTOR | 1 EACH | $55.00 | $102 | $110 | $95.00 |
| 630E80100 SIGN, FLAT SHEET | 6.3 SF | $16.00 | $39.35 | $45.00 | $37.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 3 EACH | $15.00 | $16.85 | $20.00 | $16.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 1 EACH | $45.00 | $99.50 | $110 | $93.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 1 EACH | $25.00 | $22.50 | $25.00 | $21.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.08 MILE | $42,355 | $38,160 | $51,000 | $35,335 |
| 642E00300 CENTER LINE, TYPE 1 | 0.04 MILE | $84,710 | $65,720 | $102,000 | $60,860 |
| 642E00404 CHANNELIZING LINE, 12", TYPE 1 | 82 FT | $3.00 | $10.80 | $3.50 | $10.00 |
| 642E00700 TRANSVERSE/DIAGONAL LINE, TYPE 1 | 10 FT | $10.00 | $43.00 | $10.00 | $40.00 |
| 642E01300 LANE ARROW, TYPE 1 | 1 EACH | $150 | $2,700 | $180 | $2,500 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 20 HOUR | $75.00 | $175 | $95.00 | $90.00 |
| 614E11630 INCREASED BARRIER DELINEATION | 540 FT | $2.00 | $3.15 | $3.50 | $3.00 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,200 | $2,224 | $2,500 | $2,100 |
| 614E12420 DETOUR SIGNING | 1 LS | $13,175 | $8,996 | $10,000 | $8,400 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 17 EACH | $15.00 | $16.65 | $20.00 | $15.50 |
| 614E13360 OBJECT MARKER, TWO WAY | 17 EACH | $20.00 | $28.00 | $30.00 | $26.50 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 0.33 MILE | $7,630 | $12,685 | $14,000 | $12,000 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 60 FT | $31.80 | $5.40 | $6.00 | $5.00 |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $12,500 | $17,750 | $37,000 | $17,000 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 764 LB | $3.72 | $2.50 | $10.00 | $3.75 |
| 601E32104 ROCK CHANNEL PROTECTION, TYPE B WITH GEOTEXTILE FA | 24 CY | $135 | $320 | $240 | $150 |
| 611E00410 4" CONDUIT, TYPE F FOR UNDERDRAIN OUTLET | 40 FT | $18.00 | $75.00 | $1.00 | $24.00 |
| 838E20700 GABIONS | 2 CY | $1,800 | $750 | $1,200 | $600 |
| 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATER | 1 LS | $7,600 | $12,450 | $16,000 | $12,500 |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $6,500 | $13,750 | $3,000 | $15,000 |
| 601E32004 ROCK CHANNEL PROTECTION, TYPE A WITH GEOTEXTILE FA | 11 CY | $150 | $355 | $890 | $175 |
| 602E20000 CONCRETE MASONRY | 1.7 CY | $4,500 | $3,375 | $5,100 | $4,800 |
| 690E98100 SPECIAL - FILL AND PLUG EXISTING CULVERT | 60 FT | $180 | $275 | $220 | $230 |
| 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATER | 1 LS | $4,750 | $15,250 | $5,800 | $6,500 |
| 202E35200 PIPE REMOVED, OVER 24" | 250 FT | $25.00 | $95.00 | $30.00 | $42.00 |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $7,500 | $31,150 | $37,000 | $16,000 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 4 CY | $400 | $275 | $840 | $610 |
| 601E32004 ROCK CHANNEL PROTECTION, TYPE A WITH GEOTEXTILE FA | 67 CY | $150 | $320 | $110 | $170 |
| 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATER | 1 LS | $2,850 | $16,750 | $12,000 | $7,500 |
| 503E21300 UNCLASSIFIED EXCAVATION (WINGWALL FOOTING) | 1 LS | $15,000 | $14,750 | $17,000 | $11,000 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 2,336 LB | $3.00 | $2.50 | $10.00 | $4.25 |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 17 CY | $900 | $645 | $1,400 | $1,700 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 26 SY | $75.00 | $45.00 | $110 | $90.00 |
| 512E33000 TYPE 2 WATERPROOFING | 140 SY | $26.00 | $38.00 | $55.00 | $25.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 22 SF | $10.00 | $19.00 | $4.00 | $20.00 |
| 602E98000 MASONRY, MISC.:PRECAST HEADWALLS & WINGWALLS | 1 LS | — | $27,650 | — | — |
| 202E11000 STRUCTURE REMOVED | 1 LS | $5,000 | $9,985 | $8,200 | $11,000 |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $5,000 | $14,850 | $13,000 | $15,000 |
| 601E32104 ROCK CHANNEL PROTECTION, TYPE B WITH GEOTEXTILE FA | 6 CY | $350 | $325 | $370 | $280 |
| 601E40000 PAVED GUTTER, MISC.:PAVED GUTTER | 6 FT | $2,000 | $415 | $1,300 | $360 |
| 602E20000 CONCRETE MASONRY | 1.6 CY | $2,400 | $2,750 | $4,000 | $5,500 |
| 690E98100 SPECIAL - FILL AND PLUG EXISTING CULVERT | 35 FT | $300 | $275 | $180 | $285 |
| 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATER | 1 LS | $4,750 | $7,200 | $8,700 | $10,500 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $10,000 | $28,850 | $15,000 | $12,070 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E53000 38" X 60" CONDUIT, TYPE A, 706.04 | 91 FT | $1,900 | $173k | 15% |
| 611E97400 CONDUIT, MISC.:4'x3' CONDUIT, TYPE A, 706.05 (DESI | 87 FT | $1,300 | $113k | 10% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 163 CY | $450 | $73k | 6% |
| 611E19200 42" CONDUIT, TYPE A, 706.02 | 112 FT | $500 | $56k | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $45,000 | $45k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $40k | 3% |
| 511E46210 CLASS QC1 CONCRETE, RETAINING/WINGWALL INCLUDING F | 16 CY | $2,200 | $35k | 3% |
| 601E11001 RIPRAP, TYPE D, AS PER PLAN | 134 SY | $250 | $34k | 3% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 50 CY | $600 | $30k | 3% |
| 611E16200 36" CONDUIT, TYPE A, 707.01, 707.04; 706.02; 707.3 | 42 FT | $650 | $27k | 2% |