Nob-SR 147-03.50
Noble County · est $6.8M
Bid dateThursday, May 27—
Noble County · est $6.8M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 7.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 78 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Nls Paving, INC | % of bid |
|---|---|---|---|---|
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 7,609 CY | $150 | $165 | 20% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (8653 CY | $126 | $135 | 19% |
| 253E02000 PAVEMENT REPAIR | 2,010 CY | $235 | $225 | 8% |
| 441E10200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 446 (4039 CY | $115 | $140 | 8% |
| 441E10100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 2,752 CY | $145 | $170 | 7% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $320,000 | $275,000 | 6% |
| 690E98300 SPECIAL - FULL DEPTH RECLAMATION WITH CEMENT | 57,886 SY | $4.50 | $3.65 | 5% |
| 206E10500 CEMENT | 1,407 TON |
| Item | Quantity | R1Shelly & Sands INC | R2Nls Paving, INC |
|---|---|---|---|
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN | 1 LS | $6,000 | $8,500 |
| 202E30000 WALK REMOVED | 237 SF | $8.00 | $15.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 602 FT | $6.50 | $17.50 |
| 202E38000 GUARDRAIL REMOVED | 5,313 FT | $2.00 | $1.95 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 2 EACH | $265 | $247 |
| 202E98500 REMOVAL MISC.: ROCK CHANNEL PROTECTION REMOVED | 3 CY | $45.00 | $59.50 |
| 203E20000 EMBANKMENT | 194 CY | $15.00 | $8.50 |
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 →
| $185 |
| $176 |
| 5% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 4" | 57,886 SY | $2.75 | $4.00 | 3% |
| 617E10100 COMPACTED AGGREGATE | 2,900 CY | $50.00 | $46.00 | 3% |
| 507E00400 STEEL PILES, MISC.:SOLDIER PILES W21X101 | 1,893 FT | $75.00 | $94.50 | 2% |
| 624E10000 MOBILIZATION | 1 LS | $139,077 | $150,000 | 2% |
| 690E98300 SPECIAL - COVER AGGREGATE | 57,886 SY | $2.40 | $1.00 | 2% |
| 203E40001 BORROW, AS PER PLAN | 4,824 CY | $28.00 | $8.00 | 2% |
| 507E00400 STEEL PILES, MISC.:SOLDIER PILES W21X101 | 1,211 FT | $80.00 | $100 | 2% |
| 606E15050 GUARDRAIL, TYPE MGS | 5,300 FT | $18.00 | $18.80 | 2% |
| 407E20000 NON-TRACKING TACK COAT | 31,736 GAL | $3.00 | $2.25 | 2% |
| 690E98900 SPECIAL - CURING SEAL | 21,418 GAL | $3.25 | $2.35 | 1% |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 1,141 FT | $61.00 | $77.50 | 1% |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 44.2 MILE | $1,470 | $1,400 | 1% |
| 204E10000 SUBGRADE COMPACTION | 454 SY | $8.50 | $2.50 |
| 204E45000 PROOF ROLLING | 30 HOUR | $440 | $250 |
| 209E10000 DITCH CLEANOUT | 10,182 FT | $4.50 | $2.50 |
| 209E72050 PREPARING SUBGRADE FOR SHOULDER PAVING | 35.08 MILE | $980 | $1,000 |
| 606E15400 MGS GUARDRAIL, TYPE 8 | 250 FT | $21.00 | $28.40 |
| 606E17050 RAISING TYPE MGS GUARDRAIL | 287.5 FT | $10.50 | $6.80 |
| 606E25550 ANCHOR ASSEMBLY, MGS TYPE A | 1 EACH | $1,050 | $1,250 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, MASH 2016 | 14 EACH | $1,480 | $2,480 |
| 606E26500 ANCHOR ASSEMBLY, TYPE T | 9 EACH | $530 | $600 |
| 606E27846 ANCHOR ASSEMBLY REBUILT, MGS TYPE B | 3 EACH | $530 | $1,320 |
| 606E50000 SPECIAL - RESHAPING BERM | 5,038 FT | $2.15 | $0.50 |
| 608E10000 4" CONCRETE WALK | 640 SF | $15.00 | $12.50 |
| 608E53020 DETECTABLE WARNING | 48 SF | $60.00 | $19.00 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 4 SY | $135 | $210 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 7 CY | $135 | $265 |
| 659E10000 SEEDING AND MULCHING | 757 SY | $4.25 | $3.50 |
| 659E98700 SEEDING, MISC.:SEEDING AND MULCHING | 1 LS | $1,800 | $15,000 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 |
| 602E20000 CONCRETE MASONRY | 6.6 CY | $2,050 | $2,500 |
| 605E13402 6" UNCLASSIFIED PIPE UNDERDRAINS FOR SPRINGS | 200 FT | $25.00 | $8.00 |
| 605E32200 AGGREGATE DRAINS FOR SPRINGS | 40 FT | $21.50 | $14.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 6 FT | $75.00 | $76.00 |
| 611E04200 12" CONDUIT, TYPE A | 92 FT | $120 | $60.00 |
| 611E05700 15" CONDUIT, TYPE A | 384 FT | $135 | $90.00 |
| 611E07200 18" CONDUIT, TYPE A, 706.02 | 82 FT | $95.00 | $130 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 6 EACH | $370 | $500 |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 53 CY | $85.00 | $135 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.25" | 1,336 SY | $9.50 | $4.65 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.5" | 3,112 SY | $4.20 | $4.95 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3" | 2,969 SY | $8.50 | $5.25 |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 215 CY | $215 | $200 |
| 304E20000 AGGREGATE BASE | 90 CY | $95.00 | $106 |
| 408E10000 PRIME COAT | 16,699 GAL | $3.50 | $3.20 |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 51 CY | $375 | $400 |
| 621E00100 RPM | 1,789 EACH | $25.00 | $27.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 1,789 EACH | $10.00 | $5.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 151 EACH | $8.00 | $7.60 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 35.28 MILE | $735 | $696 |
| 642E00300 CENTER LINE, TYPE 1 | 17.64 MILE | $945 | $895 |
| 644E00500 STOP LINE | 588 FT | $9.00 | $8.60 |
| 644E01120 SCHOOL SYMBOL MARKING, 120" | 1 EACH | $900 | $850 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,100 | $1,945 |
| 614E12460 WORK ZONE MARKING SIGN | 129 EACH | $90.00 | $85.00 |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 2 EACH | $24,000 | $5,000 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 19 EACH | $7.45 | $11.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 19 EACH | $13.00 | $15.00 |
| 614E21500 WORK ZONE CENTER LINE, CLASS II, 642 PAINT | 44.2 MILE | $150 | $400 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $17,650 | $11,000 |
| 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B | 269 SY | $85.00 | $76.50 |
| 616E10000 WATER | 1 MGAL | $400 | $1.00 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 930 FT | $23.00 | $18.00 |
| 202E11200 PORTIONS OF STRUCTURE REMOVED | 1 LS | $5,170 | $1,800 |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 16 CY | $515 | $484 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 79 CY | $145 | $138 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 257 FT | $2.35 | $9.00 |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 450 FT | $70.00 | $83.00 |
| 524E95000 DRILLED SHAFTS, MISC.:EXTENSION | 20 FT | $11.00 | $72.00 |
| 524E95000 DRILLED SHAFTS, MISC.:PLUG PILE, 36" DIAMETER UNRE | 880 FT | $60.00 | $67.00 |
| 530E00400 SPECIAL - STRUCTURES - PRECAST PANEL 1 | 123 EACH | $385 | $211 |
| 530E00400 SPECIAL - STRUCTURES - PRECAST PANEL 2 | 1 EACH | $1,080 | $733 |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 17 CY | $500 | $530 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 90 CY | $135 | $141 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 224 FT | $2.60 | $11.00 |
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 456 FT | $75.00 | $77.50 |
| 524E94705 DRILLED SHAFTS, 36" DIAMETER, INTO BEDROCK, AS PER | 450 FT | $90.00 | $83.00 |
| 524E95000 DRILLED SHAFTS, MISC.:EXTENSION | 8 FT | $115 | $77.50 |
| 524E95000 DRILLED SHAFTS, MISC.:PLUG PILE, 36" DIAMETER UNRE | 448 FT | $80.00 | $76.50 |
| 530E00400 SPECIAL - STRUCTURES - PRECAST PANEL 1 | 129 EACH | $375 | $212 |
| 530E00400 SPECIAL - STRUCTURES - PRECAST PANEL 2 | 1 EACH | $1,075 | $733 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $35,082 | $38,594 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $30,151 | $35,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 7,609 CY | $150 | $1.14M | 17% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (8653 CY | $126 | $1.09M | 16% |
| 253E02000 PAVEMENT REPAIR | 2,010 CY | $235 | $472k | 7% |
| 441E10200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 446 (4039 CY | $115 | $464k | 7% |
| 441E10100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 2,752 CY | $145 | $399k | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $320,000 | $320k | 5% |
| 690E98300 SPECIAL - FULL DEPTH RECLAMATION WITH CEMENT | 57,886 SY | $4.5 | $260k | 4% |
| 206E10500 CEMENT | 1,407 TON | $185 | $260k | 4% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 4" | 57,886 SY | $2.75 | $159k | 2% |
| 617E10100 COMPACTED AGGREGATE | 2,900 CY | $50 | $145k | 2% |