WAS-SR 7-52.79
WAS County · est $2.1M
Bid dateThursday, January 29—
WAS County · est $2.1M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 53 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Complete General Construction Company | % of bid |
|---|---|---|---|---|
| 511E34444 CLASS QC2 CONCRETE, BRIDGE DECK | 242 CY | $1,250 | $1,300 | 19% |
| 509E26000 GALVANIZED STEEL REINFORCEMENT | 70,057 LB | $2.60 | $2.75 | 11% |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 416 FT | $435 | $470 | 11% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $125,000 | $165,000 | 8% |
| 526E25001 REINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER | 234 SY | $500 | $395 | 7% |
| 624E10000 MOBILIZATION | 1 LS | $96,000 | $97,000 | 6% |
| 514E20001 FIELD PAINTING OF DAMAGED STRUCTURAL STEEL, AS PER | 264 SF | $345 | $310 | 6% |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 25 CY | $3,600 | $2,900 | 6% |
| 516E11210 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 84 FT | $900 | $825 | 5% |
| 513E10200 STRUCTURAL STEEL MEMBERS, LEVEL UF | 4,300 LB | $15.00 | $16.50 | 4% |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $40,000 | $50,000 | 2% |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 1 EACH | $39,000 | $25,000 | 2% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $33,400 | $20,000 | 2% |
| 442E22100 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 98 CY | $330 | $330 | 2% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 109 CY | $295 | $295 | 2% |
| 526E90010 TYPE A INSTALLATION | 84 FT | $300 | $305 | 2% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $25,000 | $22,500 | 2% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $25,000 | $20,000 | 2% |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 35 CF | $700 | $755 | 2% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 1,008 FT | $20.00 | $30.00 | 1% |
| Item | Quantity | R1Shelly & Sands INC | R2Complete General Construction Company |
|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $2,500 | $9,000 |
| 202E38000 GUARDRAIL REMOVED | 691 FT | $2.80 | $2.40 |
| 203E10000 EXCAVATION | 268 CY | $27.00 | $30.00 |
| 203E20000 EMBANKMENT | 82 CY | $35.00 | $39.00 |
| 204E10000 SUBGRADE COMPACTION | 693 SY | $7.00 | $9.00 |
| 209E72000 PREPARING SUBGRADE FOR SHOULDER PAVING | 13 STA | $133 | $328 |
| 606E15050 GUARDRAIL, TYPE MGS | 462.5 FT | $23.00 |
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 →
| $19.20 |
| 606E25550 ANCHOR ASSEMBLY, MGS TYPE A | 1 EACH | $1,850 | $1,580 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 2 EACH | $2,500 | $2,540 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $1,250 | $1,360 |
| 606E34600 MGS BRIDGE TERMINAL ASSEMBLY, TYPE TST-2 | 4 EACH | $2,500 | $2,400 |
| 659E10000 SEEDING AND MULCHING | 2,162 SY | $1.50 | $1.50 |
| 659E20000 COMMERCIAL FERTILIZER | 0.19 TON | $1,250 | $1,250 |
| 659E31000 LIME | 0.45 ACRE | $160 | $150 |
| 659E35000 WATER | 6 MGAL | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 2,000 EACH | $1.00 | $1.00 |
| 605E31100 AGGREGATE DRAINS | 132 FT | $16.00 | $20.00 |
| 304E20000 AGGREGATE BASE | 111 CY | $140 | $95.00 |
| 407E20000 NON-TRACKING TACK COAT | 248 GAL | $4.00 | $4.00 |
| 408E10000 PRIME COAT | 111 GAL | $10.00 | $10.00 |
| 442E22300 ASPHALT CONCRETE INTERMEDIATE COURSE, 12.5 MM, TYP | 22 CY | $440 | $440 |
| 617E10100 COMPACTED AGGREGATE | 19 CY | $130 | $125 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 8 EACH | $16.00 | $55.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 13 EACH | $13.00 | $13.20 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 4 EACH | $80.00 | $115 |
| 630E86010 REMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECT | 4 EACH | $80.00 | $195 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.34 MILE | $2,250 | $2,100 |
| 642E00300 CENTER LINE, TYPE 1 | 0.17 MILE | $3,800 | $3,600 |
| 642E00500 STOP LINE, TYPE 1 | 16 FT | $13.00 | $12.00 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,300 | $2,740 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (BIDIRECTIONAL) | 43 EACH | $11.00 | $16.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 43 EACH | $14.00 | $28.00 |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 0.2 MILE | $5,900 | $5,550 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 0.57 MILE | $2,600 | $2,450 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 35 FT | $12.00 | $12.00 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $8,000 | $9,000 |
| 615E20001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A, AS PER | 196 SY | $92.00 | $115 |
| 202E23500 WEARING COURSE REMOVED | 1,109 SY | $13.50 | $15.00 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $20,000 | $25,000 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 244 EACH | $32.00 | $30.00 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 232 SY | $12.00 | $16.50 |
| 512E33000 TYPE 2 WATERPROOFING | 40 SY | $42.00 | $39.00 |
| 513E10201 STRUCTURAL STEEL MEMBERS, LEVEL UF, AS PER PLAN | 130 LB | $100 | $110 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 3,774 EACH | $4.99 | $4.30 |
| 516E44100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 6 EACH | $1,400 | $2,500 |
| 516E44100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 6 EACH | $1,800 | $2,500 |
| 516E44200 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 6 EACH | $1,700 | $1,700 |
| 516E44200 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 6 EACH | $1,800 | $2,500 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 52 CY | $140 | $195 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 233.81 FT | $15.00 | $15.25 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 116 FT | $9.00 | $13.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 50 FT | $20.00 | $13.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $10,000 | $12,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 511E34444 CLASS QC2 CONCRETE, BRIDGE DECK | 242 CY | $1,250 | $303k | 16% |
| 509E26000 GALVANIZED STEEL REINFORCEMENT | 70,057 LB | $2.6 | $182k | 10% |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 416 FT | $435 | $181k | 10% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $125,000 | $125k | 7% |
| 526E25001 REINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER | 234 SY | $500 | $117k | 6% |
| 624E10000 MOBILIZATION | 1 LS | $96,000 | $96k | 5% |
| 514E20001 FIELD PAINTING OF DAMAGED STRUCTURAL STEEL, AS PER | 264 SF | $345 | $91k | 5% |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 25 CY | $3,600 | $90k | 5% |
| 516E11210 STRUCTURAL EXPANSION JOINT INCLUDING ELASTOMERIC S | 84 FT | $900 | $76k | 4% |
| 513E10200 STRUCTURAL STEEL MEMBERS, LEVEL UF | 4,300 LB | $15 | $65k | 3% |