JEF-SR 7-(20.54)(20.82)
JEF County · est $4.0M
Bid dateThursday, May 13—
JEF County · est $4.0M
Published by ODOTon this contract’s Proposal PDF · DBE Goal: 10.0%
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 113 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Complete General Construction Company | R3Beaver Excavating Company | R4Triton Construction INC | % of bid |
|---|---|---|---|---|---|---|
| 511E32213 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE, AS | 575 CY | $625 | $870 | $690 | $700 | 16% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 303 CY | $700 | $900 | $950 | $1,000 | 9% |
| 302E46000 ASPHALT CONCRETE BASE, PG64-22 | 921 CY | $168 | $168 | $160 | $168 | 7% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 132,963 LB | $1.15 | $1.21 | $1.15 |
| Item | Quantity | R1Shelly & Sands INC | R2Complete General Construction Company | R3Beaver Excavating Company | R4Triton Construction INC |
|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $1,000 | $8,000 | $20,000 | $71,882 |
| 202E23000 PAVEMENT REMOVED | 5,354 SY | $11.00 | $8.00 | $8.50 | $20.00 |
| 202E30700 CONCRETE BARRIER REMOVED | 1,121 FT | $23.00 | $67.00 | $30.00 | $25.00 |
| 202E38000 GUARDRAIL REMOVED | 2,188 FT | $2.00 | $1.60 | $1.60 | $1.60 |
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 →
| $1.30 |
| 7% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 117,170 LB | $1.15 | $1.21 | $1.21 | $1.30 | 6% |
| 513E10261 STRUCTURAL STEEL MEMBERS, LEVEL 3, AS PER PLAN | 48,127 LB | $2.30 | $2.44 | $2.28 | $3.00 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100,000 | $100,000 | $200,000 | 4% |
| 526E25010 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 406 SY | $245 | $290 | $270 | $300 | 4% |
| 526E25010 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 406 SY | $240 | $295 | $255 | $300 | 4% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 7,806 FT | $12.00 | $18.00 | $28.00 | $35.00 | 4% |
| 442E20250 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 332 CY | $268 | $268 | $235 | $268 | 4% |
| 513E90000 STRUCTURAL STEEL, MISC.: FATIGUE RETROFIT | 7,033 LB | $12.50 | $9.88 | $11.50 | $12.00 | 4% |
| 511E42512 CLASS QC1 CONCRETE WITH QC/QA, PIER CAP | 58 CY | $1,500 | $1,150 | $750 | $1,200 | 4% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $86,900 | $105,000 | $265,000 | $295,000 | 4% |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 109 CY | $750 | $790 | $600 | $600 | 4% |
| 442E20051 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE B ( | 280 CY | $288 | $288 | $375 | $288 | 4% |
| 511E34450 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK (PARAPE | 135 CY | $570 | $700 | $575 | $500 | 3% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $70,000 | $125,000 | $265,000 | $300,000 | 3% |
| 622E10120 CONCRETE BARRIER, SINGLE SLOPE, TYPE C | 489 FT | $125 | $240 | $125 | $85.00 | 3% |
| 614E12756 WORK ZONE CROSSOVER LIGHTING SYSTEM | 2 EACH | $29,500 | $35,000 | $32,000 | $30,000 | 3% |
| 202E42206 ANCHOR ASSEMBLY REMOVED |
| 6 EACH |
| $143 |
| $135 |
| $135 |
| $135 |
| 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED | 7 EACH | $60.00 | $55.00 | $55.00 | $55.00 |
| 203E10000 EXCAVATION | 1,303 CY | $9.00 | $22.00 | $22.00 | $15.00 |
| 203E20000 EMBANKMENT | 20 CY | $27.00 | $45.00 | $40.00 | $55.00 |
| 204E10000 SUBGRADE COMPACTION | 6,957 SY | $4.00 | $2.80 | $2.65 | $2.25 |
| 209E60200 LINEAR GRADING | 48 STA | $133 | $500 | $315 | $100 |
| 606E15050 GUARDRAIL, TYPE MGS | 2,187.5 FT | $21.00 | $19.20 | $19.25 | $19.20 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 4 EACH | $2,550 | $2,380 | $2,380 | $2,380 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH | $1,045 | $985 | $985 | $985 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $2,300 | $2,170 | $2,170 | $2,170 |
| 606E35102 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 3 EACH | $525 | $495 | $495 | $495 |
| 622E10060 CONCRETE BARRIER, SINGLE SLOPE, TYPE B | 472 FT | $98.00 | $190 | $98.00 | $95.00 |
| 622E10061 CONCRETE BARRIER, SINGLE SLOPE, TYPE B, AS PER PLA | 40 FT | $260 | $290 | $260 | $245 |
| 622E10121 CONCRETE BARRIER, SINGLE SLOPE, TYPE C, AS PER PLA | 40 FT | $190 | $300 | $190 | $245 |
| 622E25004 CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE | 4 EACH | $5,000 | $5,500 | $5,000 | $3,500 |
| 601E21060 TIED CONCRETE BLOCK MAT WITH TYPE 2 UNDERLAYMENT | 50 SY | $74.00 | $150 | $94.00 | $150 |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 38 CY | $100 | $90.00 | $120 | $105 |
| 659E10000 SEEDING AND MULCHING | 4,481 SY | $1.00 | $1.50 | $1.50 | $1.50 |
| 659E14000 REPAIR SEEDING AND MULCHING | 225 SY | $1.00 | $1.50 | $1.50 | $1.50 |
| 659E20000 COMMERCIAL FERTILIZER | 1.01 TON | $850 | $610 | $610 | $610 |
| 659E31000 LIME | 0.93 ACRE | $162 | $80.00 | $80.00 | $80.00 |
| 659E35000 WATER | 25 MGAL | $1.00 | $1.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 611E99155 INLET RECONSTRUCTED TO GRADE, AS PER PLAN | 2 EACH | $970 | $690 | $5,000 | $1,250 |
| 253E01000 PAVEMENT REPAIR | 68 SY | $335 | $335 | $200 | $335 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.5" | 1,355 SY | $9.00 | $9.00 | $13.50 | $9.00 |
| 304E20000 AGGREGATE BASE | 322 CY | $120 | $110 | $80.00 | $100 |
| 407E10000 TACK COAT | 785 GAL | $2.00 | $2.00 | $2.00 | $2.00 |
| 618E40600 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 1 MILE | $6,355 | $7,500 | $2,500 | $5,200 |
| 621E00100 RPM | 112 EACH | $40.00 | $40.00 | $36.50 | $36.50 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 112 EACH | $5.00 | $20.00 | $14.50 | $7.95 |
| 626E00102 BARRIER REFLECTOR, TYPE 1, ONE-WAY | 30 EACH | $8.00 | $10.00 | $7.30 | $7.30 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, ONE-WAY | 35 EACH | $10.00 | $12.00 | $8.75 | $8.72 |
| 646E10010 EDGE LINE, 6" | 3.74 MILE | $3,920 | $5,750 | $2,955 | $3,700 |
| 646E10110 LANE LINE, 6" | 2.54 MILE | $2,750 | $2,955 | $1,720 | $2,595 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 160 HOUR | $75.00 | $85.00 | $70.00 | $75.00 |
| 614E11630 INCREASED BARRIER DELINEATION | 3,250 FT | $1.00 | $0.70 | $0.70 | $0.70 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,400 | $2,400 | $2,230 | $2,000 |
| 614E12484 WORK ZONE INCREASED PENALTIES SIGN | 12 EACH | $120 | $112 | $112 | $112 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 150 CY | $160 | $220 | $140 | $250 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, ONE-WAY | 314 EACH | $8.00 | $12.50 | $12.50 | $12.50 |
| 614E13312 BARRIER REFLECTOR, TYPE 2, ONE-WAY | 65 EACH | $9.00 | $16.50 | $16.50 | $16.50 |
| 614E13350 OBJECT MARKER, ONE WAY | 379 EACH | $14.00 | $18.00 | $15.00 | $18.00 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 12 SNMT | $1,600 | $1,500 | $1,600 | $1,500 |
| 614E20056 WORK ZONE LANE LINE, CLASS I, 6", 807 PAINT | 0.1 MILE | $13,500 | $12,750 | $12,750 | $12,750 |
| 614E22056 WORK ZONE EDGE LINE, CLASS I, 6", 807 PAINT | 10.21 MILE | $2,210 | $2,087 | $2,100 | $2,087 |
| 614E24100 WORK ZONE DOTTED LINE, CLASS I, 4", 807 PAINT | 2,700 FT | $1.00 | $0.50 | $0.50 | $1.00 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $3,000 | $9,000 | $35,000 | $75,000 |
| 616E10000 WATER | 75 MGAL | $24.00 | $50.00 | $15.00 | $100 |
| 622E80001 GLARE SCREEN, AS PER PLAN | 5,100 FT | $5.00 | $5.00 | $8.00 | $10.00 |
| 808E18700 DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 36 SNMT | $1,005 | $950 | $950 | $950 |
| 202E22900 APPROACH SLAB REMOVED | 295 SY | $36.00 | $40.00 | $40.00 | $35.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $12,000 | $10,000 | $30,000 | $15,000 |
| 503E21100 UNCLASSIFIED EXCAVATION | 40 CY | $130 | $300 | $375 | $150 |
| 509E20001 REINFORCING STEEL, REPLACEMENT OF EXISTING REINFOR | 248 LB | $1.00 | $2.92 | $2.00 | $2.50 |
| 509E30030 NO. 5 GFRP DEFORMED BARS | 694 FT | $2.00 | $1.70 | $3.00 | $3.00 |
| 509E30040 NO. 6 GFRP DEFORMED BARS | 965 FT | $2.00 | $1.75 | $4.00 | $3.00 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 152 EACH | $14.00 | $17.00 | $23.00 | $25.00 |
| 512E10001 SEALING OF CONCRETE SURFACES, AS PER PLAN (PERMANE | 958 SY | $16.00 | $15.50 | $15.50 | $20.50 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 958 SY | $20.00 | $19.50 | $19.50 | $20.50 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 189 SY | $22.00 | $22.50 | $22.50 | $20.50 |
| 516E13200 1/2" PREFORMED EXPANSION JOINT FILLER | 134 SF | $6.00 | $9.00 | $4.75 | $1.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 156 SF | $6.00 | $10.00 | $6.75 | $3.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 332 SF | $7.00 | $12.00 | $7.00 | $8.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 174 FT | $30.00 | $42.00 | $30.00 | $30.00 |
| 516E41600 1" ELASTOMERIC BEARING PAD | 144 SF | $105 | $58.00 | $110 | $65.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 39 CY | $120 | $105 | $110 | $150 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 172 FT | $2.00 | $7.00 | $14.00 | $5.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 48 FT | $14.00 | $14.00 | $14.00 | $15.00 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 13 SF | $30.00 | $140 | $95.00 | $100 |
| 526E90010 TYPE A INSTALLATION | 150 FT | $140 | $165 | $180 | $150 |
| 601E20000 CRUSHED AGGREGATE SLOPE PROTECTION | 6 SY | $100 | $95.00 | $80.00 | $55.00 |
| 601E21150 SLOPE PROTECTION, MISC. REGRADING EX. CRUSHED AGG | 217 CY | $120 | $66.00 | $35.00 | $60.00 |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 61 CF | $460 | $436 | $520 | $475 |
| 202E22900 APPROACH SLAB REMOVED | 295 SY | $34.25 | $40.00 | $40.00 | $35.00 |
| 202E23500 WEARING COURSE REMOVED | 295 SY | $4.00 | $32.00 | $8.00 | $15.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $10,000 | $10,000 | $30,000 | $25,000 |
| 503E21100 UNCLASSIFIED EXCAVATION | 44 CY | $70.00 | $300 | $350 | $150 |
| 509E30030 NO. 5 GFRP DEFORMED BARS | 930 FT | $2.00 | $1.70 | $3.00 | $3.25 |
| 509E30040 NO. 6 GFRP DEFORMED BARS | 3,526 FT | $2.00 | $1.75 | $4.00 | $3.25 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 545 EACH | $20.00 | $15.00 | $23.00 | $20.00 |
| 511E32213 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE, AS | 64 CY | $870 | $960 | $670 | $615 |
| 511E33500 SEMI-INTEGRAL DIAPHRAGM GUIDE | 4 EACH | $3,000 | $2,100 | $2,000 | $2,500 |
| 511E42512 CLASS QC1 CONCRETE WITH QC/QA, PIER CAP | 14 CY | $2,500 | $1,500 | $1,870 | $1,900 |
| 511E44112 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT NOT INCLUD | 7 CY | $1,350 | $990 | $2,500 | $2,000 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 1,116 SY | $20.00 | $19.50 | $19.50 | $20.50 |
| 512E71500 SPECIAL - URETHANE TOP COAT SEALER (SEE PROPOSAL N | 162 SY | $22.00 | $20.00 | $20.00 | $20.50 |
| 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACE | 177 SY | $22.00 | $22.50 | $22.50 | $20.50 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 6,093 EACH | $4.00 | $3.50 | $4.40 | $4.00 |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 229 SF | $40.00 | $90.00 | $85.00 | $350 |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 2,763 SF | $5.50 | $20.00 | $6.00 | $12.00 |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 2,763 SF | $5.50 | $7.00 | $6.00 | $12.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 433 SF | $8.00 | $12.00 | $7.00 | $7.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 226 FT | $25.00 | $42.00 | $30.00 | $30.00 |
| 516E44101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 20 EACH | $1,100 | $1,243 | $1,500 | $1,625 |
| 516E44101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 20 EACH | $1,050 | $930 | $1,000 | $1,200 |
| 516E47001 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE, A | 1 LS | $21,000 | $47,000 | $40,000 | $150,000 |
| 518E12201 SCUPPERS, INCLUDING SUPPORTS, AS PER PLAN | 5 EACH | $3,050 | $3,300 | $3,500 | $4,000 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 35 CY | $150 | $110 | $115 | $150 |
| 519E00100 SPECIAL - COMPOSITE FIBER WRAP SYSTEM (SEE PROPOSA | 1,445 SF | $32.00 | $52.00 | $47.45 | $11.46 |
| 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN | 62 SF | $117 | $125 | $95.00 | $100 |
| 519E12610 SPECIAL - CONCRETE REPAIR BY EPOXY INJECTION INCLU | 2 FT | $800 | $1,000 | $750 | $200 |
| 526E90010 TYPE A INSTALLATION | 167 FT | $150 | $162 | $180 | $150 |
| 601E21150 SLOPE PROTECTION, MISC. REGRADING EXISTING CRUSHED | 245 CY | $110 | $60.00 | $35.00 | $50.00 |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 65 CF | $460 | $436 | $520 | $450 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $20,400 | $28,000 | $40,000 | $23,000 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $43,600 | $60,000 | $68,000 | $200,000 |
| 619E16010 FIELD OFFICE, TYPE B | 15 MNTH | $2,670 | $3,200 | $2,200 | $3,500 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $35,000 | $30,000 | $30,000 | $25,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 511E32213 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE, AS | 575 CY | $625 | $359k | 10% |
| 511E34446 CLASS QC2 CONCRETE WITH QC/QA, BRIDGE DECK | 303 CY | $700 | $212k | 6% |
| 302E46000 ASPHALT CONCRETE BASE, PG64-22 | 921 CY | $168 | $155k | 4% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 132,963 LB | $1.15 | $153k | 4% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 117,170 LB | $1.15 | $135k | 4% |
| 513E10261 STRUCTURAL STEEL MEMBERS, LEVEL 3, AS PER PLAN | 48,127 LB | $2.3 | $111k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 3% |
| 526E25010 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 406 SY | $245 | $99k | 3% |
| 526E25010 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 406 SY | $240 | $97k | 3% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 7,806 FT | $12 | $94k | 3% |