MAR-SR 423/SR 231-00.04/00.02
MAR County · est $3.9M
Bid dateThursday, October 17—
MAR County · est $3.9M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 52 more items below.
| Item | Quantity | R1Kokosing Construction Company INC | R2Shelly & Sands INC | % of bid |
|---|---|---|---|---|
| 441E10200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, | 5,836 CY | $160 | $161 | 32% |
| 441E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, | 5,071 CY | $183 | $174 | 32% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $152,460 | $217,655 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $150,000 | $100,000 | 5% |
| 251E01041 PARTIAL DEPTH PAVEMENT REPAIR | 3,935 SY | $38.00 | $43.00 | 5% |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN, 3 | 121,140 SY | $0.95 | $1.40 | 4% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 745 CY | $95.00 | $60.00 | 2% |
| 644E00104 EDGE LINE, 6" | 14.5 MILE | $3,623 | $3,623 | 2% |
| 407E20000 NON-TRACKING TACK COAT | 18,695 GAL | $2.75 | $3.20 | 2% |
| 874E21000 LONGITUDINAL JOINT PREPARATION | 7.27 MILE | $7,000 | $4,000 | 2% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, | 92 CY | $470 | $400 | 1% |
| 606E26151 ANCHOR ASSEMBLY, MGS TYPE E, AS PER PLAN | 15 EACH | $2,550 | $2,450 | 1% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 1,375 FT | $21.00 | $20.20 | 1% |
| 209E60500 LINEAR GRADING | 16.64 MILE | $1,700 | $2,000 | 1% |
| 253E02001 PAVEMENT REPAIR, AS PER PLAN, 11.00" | 91 CY | $310 | $310 | 1% |
| 644E00300 CENTER LINE | 8.19 MILE | $3,396 | $3,396 | 1% |
| 621E00100 RPM | 727 EACH | $36.25 | $35.50 | 1% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.25" | 4,424 SY | $5.00 | $7.00 | 1% |
| 659E00300 TOPSOIL | 411 CY | $50.00 | $36.50 | 1% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $12,400 | $15,000 | 0% |
| Item | Quantity | R1Kokosing Construction Company INC | R2Shelly & Sands INC |
|---|---|---|---|
| 202E30001 WALK REMOVED, AS PER PLAN | 241 SF | $7.00 | $7.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 2 FT | $725 | $50.00 |
| 202E38001 GUARDRAIL REMOVED, AS PER PLAN | 1,500 FT | $2.00 | $2.20 |
| 202E42001 ANCHOR ASSEMBLY REMOVED, TYPE A, AS PER PLAN | 14 EACH | $300 | $340 |
| 203E20001 EMBANKMENT, AS PER PLAN | 237 CY | $45.00 | $72.00 |
| 209E72051 PREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLA | 11.98 MILE | $350 | $200 |
| 209E98300 LINEAR GRADING, MISC.: SHOULDER RECONDITIONING |
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 →
| 79 SY |
| $5.50 |
| $10.00 |
| 606E15050 GUARDRAIL, TYPE MGS | 200 FT | $20.00 | $18.80 |
| 606E17360 GUARDRAIL, TYPE MGS, LONG-SPAN | 212.5 FT | $25.00 | $22.40 |
| 606E25550 ANCHOR ASSEMBLY, MGS TYPE A | 1 EACH | $1,700 | $1,550 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 3 EACH | $1,230 | $1,380 |
| 606E98000 GUARDRAIL, MISC.: ALTERNATIVE GUARDRAIL PLACEMENT | 25 FT | $20.00 | $24.00 |
| 608E10000 4" CONCRETE WALK | 120 SF | $36.00 | $36.00 |
| 608E52000 CURB RAMP | 161 SF | $36.00 | $36.00 |
| 623E39500 MONUMENT ASSEMBLY ADJUSTED TO GRADE | 13 EACH | $900 | $1,000 |
| 690E50350 SPECIAL - MAILBOX REMOVED AND RESET | 1 EACH | $250 | $265 |
| 659E10000 SEEDING AND MULCHING | 3,698 SY | $1.30 | $2.50 |
| 659E14000 REPAIR SEEDING AND MULCHING | 187 SY | $1.30 | $0.90 |
| 659E15000 INTER-SEEDING | 187 SY | $1.30 | $0.10 |
| 659E20000 COMMERCIAL FERTILIZER | 0.58 TON | $1,250 | $650 |
| 659E31000 LIME | 0.8 ACRE | $150 | $20.00 |
| 659E35000 WATER | 20 MGAL | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 |
| 602E20000 CONCRETE MASONRY | 0.25 CY | $8,500 | $10,000 |
| 611E05700 15" CONDUIT, TYPE A, 706.02 | 7 FT | $350 | $120 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 4 EACH | $900 | $700 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 4 EACH | $750 | $500 |
| 251E01041 PARTIAL DEPTH PAVEMENT REPAIR | 272 SY | $36.00 | $88.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.50" | 15,711 SY | $0.60 | $1.75 |
| 609E26000 CURB, TYPE 6 | 19 FT | $50.00 | $50.00 |
| 617E20000 SHOULDER PREPARATION | 2,720 SY | $0.25 | $1.00 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 4 EACH | $590 | $400 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 727 EACH | $5.00 | $5.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 41 EACH | $10.50 | $11.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 2.1 MILE | $1,400 | $1,400 |
| 642E00300 CENTER LINE, TYPE 1 | 1.05 MILE | $1,175 | $1,175 |
| 644E00204 LANE LINE, 6" | 0.44 MILE | $2,635 | $2,635 |
| 644E00400 CHANNELIZING LINE, 8" | 555 FT | $3.00 | $3.00 |
| 644E00500 STOP LINE | 127 FT | $9.25 | $9.25 |
| 644E00630 CROSSWALK LINE, 24" | 108 FT | $9.25 | $9.25 |
| 644E01300 LANE ARROW | 6 EACH | $120 | $120 |
| 644E01370 TWO WAY LEFT TURN ARROW | 18 EACH | $120 | $120 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 40 HOUR | $110 | $90.20 |
| 614E12460 WORK ZONE MARKING SIGN | 76 EACH | $70.00 | $70.00 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 6 SNMT | $900 | $900 |
| 614E20560 WORK ZONE LANE LINE, CLASS III, 6", 642 PAINT | 0.88 MILE | $800 | $800 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 17.43 MILE | $677 | $677 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 14.5 MILE | $677 | $677 |
| 614E23680 WORK ZONE CHANNELIZING LINE, CLASS III, 8", 642 PA | 1,110 FT | $0.85 | $0.85 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 218 FT | $3.50 | $3.50 |
| 100E00300 PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY | 1 LS | $4,000 | $2,500 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $3,700 | $7,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E10200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, | 5,836 CY | $160 | $934k | 30% |
| 441E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, | 5,071 CY | $183 | $928k | 30% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $152,460 | $152k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $150,000 | $150k | 5% |
| 251E01041 PARTIAL DEPTH PAVEMENT REPAIR | 3,935 SY | $38 | $150k | 5% |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN, 3 | 121,140 SY | $0.95 | $115k | 4% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 745 CY | $95 | $71k | 2% |
| 644E00104 EDGE LINE, 6" | 14.5 MILE | $3,623 | $53k | 2% |
| 407E20000 NON-TRACKING TACK COAT | 18,695 GAL | $2.75 | $51k | 2% |
| 874E21000 LONGITUDINAL JOINT PREPARATION | 7.27 MILE | $7,000 | $51k | 2% |