GUE-/MUS/COS-SR 662-00.00/00.00/00.00
GUE County · est $6.2M
Bid dateThursday, May 12—
GUE County · est $6.2M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 50 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Nls Paving, INC | % of bid |
|---|---|---|---|---|
| 441E10200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 446 (10547 CY | $130 | $195 | 22% |
| 690E98800 SPECIAL - CEMENT | 3,520 TON | $225 | $225 | 13% |
| 441E10100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 3,971 CY | $154 | $195 | 10% |
| 606E15101 GUARDRAIL, TYPE MGS WITH LONG POSTS, AS PER PLAN | 13,125 FT | $39.00 | $40.00 | 8% |
| 690E98300 SPECIAL - FULL DEPTH RECLAIMED BASE COURSE, 12 INC | 100,211 SY | $5.00 | $3.65 | 8% |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN, 5 | 101,186 SY | $4.00 | $4.66 | 6% |
| 204E13000 EXCAVATION OF SUBGRADE | 14,805 CY | $26.50 | $10.00 | 6% |
| 204E30020 GRANULAR MATERIAL, TYPE C | 5,150 CY | $75.00 | $38.00 | 6% |
| 204E20000 EMBANKMENT | 9,655 CY | $27.50 | $8.00 | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $230,000 | $325,000 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $200,000 | $200,000 | 3% |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 2,915 CY | $54.00 | $40.00 | 2% |
| 690E98300 SPECIAL - CURING SEAL | 100,211 SY | $1.38 | $0.70 | 2% |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (NCHRP 350 OR MASH 201 | 27 EACH | $2,750 | $2,740 | 1% |
| 606E15050 GUARDRAIL, TYPE MGS | 2,787.5 FT | $22.00 | $23.00 | 1% |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $60,000 | $85,000 | 1% |
| 408E10001 PRIME COAT, AS PER PLAN | 13,694 GAL | $4.00 | $4.00 | 1% |
| 209E72051 PREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLA | 19.51 MILE | $2,300 | $1,500 | 1% |
| 619E16020 FIELD OFFICE, TYPE C | 12 MNTH | $3,300 | $3,000 | 1% |
| 203E20001 EMBANKMENT, AS PER PLAN | 960 CY | $40.00 | $70.00 | 1% |
| Item | Quantity | R1Shelly & Sands INC | R2Nls Paving, INC |
|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $19,900 | $25,000 |
| 202E23500 WEARING COURSE REMOVED | 2,132 SY | $5.00 | $10.00 |
| 202E38001 GUARDRAIL REMOVED, AS PER PLAN | 15,187.5 FT | $1.80 | $2.50 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 38 EACH | $280 | $295 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 3 EACH | $115 | $105 |
| 204E45000 PROOF ROLLING | 53 HOUR | $315 | $250 |
| 204E50000 GEOTEXTILE FABRIC | 15,250 SY | $0.60 |
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 →
| $0.85 |
| 606E26050 ANCHOR ASSEMBLY, MGS TYPE B | 3 EACH | $2,150 | $2,150 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 8 EACH | $1,250 | $1,395 |
| 623E40000 MONUMENT ASSEMBLY REMOVED AND RESET | 3 EACH | $2,075 | $1,400 |
| 623E40520 RIGHT-OF-WAY MONUMENT | 242 EACH | $88.00 | $125 |
| 690E50350 SPECIAL - MAILBOX REMOVED AND RESET | 10 EACH | $450 | $200 |
| 659E00510 SEEDING AND MULCHING, CLASS 2 | 1,170 SY | $2.65 | $3.50 |
| 659E20000 COMMERCIAL FERTILIZER | 0.17 TON | $1,400 | $1,500 |
| 659E31000 LIME | 0.27 ACRE | $80.00 | $90.00 |
| 659E35000 WATER | 6.48 MGAL | $1.00 | $1.00 |
| 670E00500 SLOPE EROSION PROTECTION | 1,200 SY | $2.00 | $2.50 |
| 832E30000 EROSION CONTROL | 10,000 EACH | $1.00 | $1.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.25" | 70 SY | $8.75 | $20.00 |
| 407E20000 NON-TRACKING TACK COAT | 5,218 GAL | $3.00 | $2.50 |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 75 CY | $300 | $360 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN | 64 FT | $26.50 | $30.00 |
| 690E98400 SPECIAL - MIXTURE DESIGN FOR FULL DEPTH RECLAIMED | 1 LS | $36,750 | $37,000 |
| 690E98800 SPECIAL - AGGREGATE (FINE OR COARSE) | 499 TON | $30.00 | $25.00 |
| 690E98800 SPECIAL - COVER AGGREGATE | 754 TON | $33.00 | $35.00 |
| 621E00100 RPM | 1,154 EACH | $32.00 | $33.50 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 1,154 EACH | $5.50 | $5.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 307 EACH | $8.50 | $10.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 561 FT | $13.00 | $13.00 |
| 630E80100 SIGN, FLAT SHEET | 350 SF | $17.50 | $17.50 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 65 EACH | $10.00 | $10.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 108 EACH | $60.00 | $60.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 43 EACH | $20.00 | $20.00 |
| 630E86010 REMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECT | 88 EACH | $89.00 | $89.00 |
| 644E00104 EDGE LINE, 6" | 16.23 MILE | $1,375 | $4,100 |
| 644E00300 CENTER LINE | 8.14 MILE | $1,695 | $5,800 |
| 644E00500 STOP LINE | 332 FT | $8.50 | $14.00 |
| 646E10010 EDGE LINE, 6" | 0.05 MILE | $144,000 | $21,000 |
| 646E10200 CENTER LINE | 0.03 MILE | $144,000 | $35,000 |
| 614E12421 DETOUR SIGNING, AS PER PLAN | 1 LS | $3,950 | $7,500 |
| 614E12460 WORK ZONE MARKING SIGN | 40 EACH | $90.00 | $90.00 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 12 CY | $300 | $500 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 8.14 MILE | $1,425 | $1,425 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 8.14 MILE | $996 | $1,300 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 16.28 MILE | $1,150 | $1,150 |
| 614E26200 WORK ZONE STOP LINE, CLASS I, 642 PAINT | 53 FT | $12.00 | $12.00 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 53 FT | $12.00 | $12.00 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 438 SY | $18.25 | $35.00 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN | 64 FT | $26.50 | $30.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $35,000 | $51,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E10200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 446 (10547 CY | $130 | $1.37M | 20% |
| 690E98800 SPECIAL - CEMENT | 3,520 TON | $225 | $792k | 12% |
| 441E10100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 3,971 CY | $154 | $612k | 9% |
| 606E15101 GUARDRAIL, TYPE MGS WITH LONG POSTS, AS PER PLAN | 13,125 FT | $39 | $512k | 7% |
| 690E98300 SPECIAL - FULL DEPTH RECLAIMED BASE COURSE, 12 INC | 100,211 SY | $5 | $501k | 7% |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN, 5 | 101,186 SY | $4 | $405k | 6% |
| 204E13000 EXCAVATION OF SUBGRADE | 14,805 CY | $26.5 | $392k | 6% |
| 204E30020 GRANULAR MATERIAL, TYPE C | 5,150 CY | $75 | $386k | 6% |
| 204E20000 EMBANKMENT | 9,655 CY | $27.5 | $266k | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $230,000 | $230k | 3% |