Nob-SR 78-01.08 / Nob-SR 83-00.02
Noble County · est $1.8M
Bid dateThursday, November 13—
Noble County · est $1.8M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 62 more items below.
| Item | Quantity | R1Buds INC | R2J & J Bridge Company INC | R3Shelly & Sands INC | R4R C Construction Company And Son INC | R5Black Horse Bridge Construction INC | R6Alan Stone CO INC | R7Complete General Construction Company | % of bid |
|---|---|---|---|---|---|---|---|---|---|
| 611E96485 18' X 10' CONDUIT, TYPE A, 706.05, AS PER PLAN | 53 FT | $3,523 | $3,000 | $2,700 | $2,800 | $2,230 | $2,600 | $2,200 | 15% |
| 511E33412 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 38 CY | $3,000 | $1,600 | $3,250 | $2,800 | $2,750 | $3,500 | $3,500 | 9% |
| Item | Quantity | R1Buds INC | R2J & J Bridge Company INC | R3Shelly & Sands INC | R4R C Construction Company And Son INC | R5Black Horse Bridge Construction INC | R6Alan Stone CO INC | R7Complete General Construction Company |
|---|---|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $7,000 | $50,000 | $11,900 | $15,000 | $61,610 | $75,000 | $45,000 |
| 202E35100 PIPE REMOVED, 24" DIAMETER AND UNDER | 21 FT | $65.00 | $15.00 | $12.00 | $100 | $28.00 | $15.00 | $75.00 |
| 202E38000 |
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 →
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER |
| 1,051 CY |
| $102 |
| $120 |
| $77.00 |
| $150 |
| $135 |
| $100 |
| $95.00 |
| 9% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 116 CY | $785 | $850 | $440 | $700 | $550 | $560 | $650 | 7% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 184 CY | $450 | $450 | $475 | $485 | $365 | $440 | $450 | 7% |
| 203E10000 EXCAVATION | 3,062 CY | $25.00 | $25.00 | $27.00 | $25.00 | $42.00 | $40.00 | $25.00 | 6% |
| 302E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 181 CY | $400 | $400 | $450 | $450 | $345 | $380 | $400 | 6% |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 2 EACH | $35,000 | $3,000 | $24,400 | $10,000 | $60,000 | $2,200 | $10,000 | 6% |
| 615E20001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A, AS PER | 301 SY | $180 | $150 | $295 | $225 | $180 | $100 | $195 | 4% |
| 526E10001 REINFORCED CONCRETE APPROACH SLABS (T=12"), AS PER | 100 SY | $525 | $575 | $490 | $295 | $550 | $570 | $595 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $50,000 | $51,000 | $87,093 | $55,000 | $40,000 | $80,000 | $100,000 | 4% |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $40,000 | $30,000 | $21,639 | $25,000 | $59,780 | $18,000 | $85,000 | 3% |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 41 CY | $955 | $1,100 | $1,522 | $700 | $1,350 | $1,400 | $2,000 | 3% |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $30,000 | $20,000 | $10,100 | $20,000 | $9,800 | $21,000 | $18,000 | 2% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $30,000 | $54,500 | $19,000 | $50,000 | $12,100 | $148,000 | $75,000 | 2% |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 64 FT | $455 | $455 | $480 | $495 | $480 | $510 | $475 | 2% |
| 304E20000 AGGREGATE BASE | 192 CY | $151 | $120 | $143 | $150 | $115 | $180 | $90.00 | 2% |
| 606E15050 GUARDRAIL, TYPE MGS | 1,150 FT | $25.00 | $25.00 | $22.00 | $25.00 | $21.60 | $30.00 | $21.54 | 2% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $28,000 | $4,000 | $33,000 | $15,000 | $18,300 | $35,000 | $10,000 | 2% |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 25 CF | $1,100 | $625 | $825 | $250 | $515 | $770 | $689 | 2% |
| 1,099 FT |
| $3.00 |
| $1.00 |
| $2.00 |
| $5.00 |
| $3.00 |
| $3.00 |
| $4.00 |
| 203E20000 EMBANKMENT | 510 CY | $32.00 | $30.00 | $10.00 | $25.00 | $30.00 | $25.00 | $25.00 |
| 203E98500 ROADWAY, MISC.: EARTHWORK FOR CRANE ACCESS | 1 LS | $20,000 | $3,000 | $35,000 | $30,000 | $34,500 | $7,000 | $35,000 |
| 204E10000 SUBGRADE COMPACTION | 1,095 SY | $5.00 | $5.00 | $8.00 | $2.00 | $6.00 | $5.50 | $8.00 |
| 209E72000 PREPARING SUBGRADE FOR SHOULDER PAVING | 22 STA | $150 | $185 | $269 | $1,200 | $650 | $480 | $185 |
| 606E17360 GUARDRAIL, TYPE MGS, LONG-SPAN | 100 FT | $25.00 | $25.00 | $23.00 | $28.00 | $22.80 | $30.00 | $22.30 |
| 606E25550 ANCHOR ASSEMBLY, MGS TYPE A | 6 EACH | $1,750 | $1,750 | $1,680 | $1,750 | $1,680 | $2,000 | $1,690 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH | $1,250 | $1,250 | $1,375 | $1,200 | $1,375 | $1,400 | $1,100 |
| 606E34600 MGS BRIDGE TERMINAL ASSEMBLY, TYPE TST-2 | 4 EACH | $2,600 | $2,600 | $2,550 | $2,300 | $2,550 | $2,900 | $2,250 |
| 601E32300 ROCK CHANNEL PROTECTION, TYPE D WITH FILTER | 63 CY | $125 | $130 | $156 | $150 | $135 | $140 | $95.00 |
| 659E10000 SEEDING AND MULCHING | 4,929 SY | $1.00 | $1.00 | $1.00 | $5.00 | $1.00 | $1.50 | $1.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.45 TON | $1,250 | $885 | $1,250 | $1,950 | $900 | $620 | $1,250 |
| 659E31000 LIME | 1.02 ACRE | $150 | $160 | $150 | $1,650 | $200 | $890 | $150 |
| 659E35000 WATER | 14 MGAL | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $110 | $1.00 |
| 832E30000 EROSION CONTROL | 4,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 605E31100 AGGREGATE DRAINS | 191 FT | $29.00 | $17.00 | $20.00 | $25.00 | $19.00 | $45.00 | $20.00 |
| 611E04900 12" CONDUIT, TYPE D | 36 FT | $110 | $60.00 | $124 | $195 | $86.00 | $200 | $150 |
| 407E20000 NON-TRACKING TACK COAT | 372 GAL | $4.00 | $4.00 | $3.30 | $10.00 | $4.50 | $6.00 | $4.00 |
| 408E10000 PRIME COAT | 195 GAL | $1.00 | $11.00 | $12.00 | $25.00 | $6.00 | $4.00 | $11.00 |
| 617E10100 COMPACTED AGGREGATE | 34 CY | $150 | $250 | $175 | $175 | $250 | $370 | $250 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 29 EACH | $5.00 | $10.00 | $11.00 | $50.00 | $150 | $35.00 | $50.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 18 EACH | $12.50 | $12.50 | $14.00 | $25.00 | $14.00 | $15.00 | $12.00 |
| 630E80100 SIGN, FLAT SHEET | 1 SF | $55.00 | $55.00 | $75.00 | $150 | $250 | $60.00 | $40.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 1 EACH | $15.00 | $20.00 | $25.00 | $50.00 | $550 | $20.00 | $15.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 6 EACH | $100 | $100 | $75.00 | $250 | $150 | $110 | $50.00 |
| 630E86010 REMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECT | 7 EACH | $200 | $200 | $225 | $250 | $150 | $220 | $50.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.47 MILE | $2,700 | $2,665 | $2,665 | $8,500 | $2,700 | $3,000 | $2,665 |
| 642E00300 CENTER LINE, TYPE 1 | 0.24 MILE | $5,000 | $4,750 | $4,750 | $8,500 | $4,750 | $5,300 | $4,750 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,100 | $2,250 | $2,620 | $2,500 | $2,620 | $2,500 | $2,620 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (BIDIRECTIONAL) | 50 EACH | $12.00 | $36.00 | $6.50 | $25.00 | $36.00 | $45.00 | $36.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 50 EACH | $18.00 | $36.00 | $14.00 | $25.00 | $36.00 | $45.00 | $36.00 |
| 614E22000 WORK ZONE EDGE LINE, CLASS I, 4" | 0.69 MILE | $2,500 | $3,125 | $3,125 | $9,500 | $10,800 | $3,900 | $3,125 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 44 FT | $20.00 | $14.00 | $14.00 | $100 | $14.00 | $20.00 | $14.00 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 1,044 FT | $23.00 | $55.00 | $20.00 | $35.00 | $36.00 | $25.00 | $45.00 |
| 622E41110 PORTABLE BARRIER, ANCHORED | 84 FT | $28.00 | $100 | $45.00 | $50.00 | $26.00 | $150 | $55.00 |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $25,000 | $35,000 | $48,000 | $19,500 | $44,975 | $31,000 | $85,000 |
| 202E23500 WEARING COURSE REMOVED | 80 SY | $28.00 | $1.00 | $2.00 | $35.00 | $74.00 | $360 | $175 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $18,000 | $20,000 | $34,950 | $15,000 | $78,400 | $66,000 | $40,000 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $10,000 | $15,000 | $17,000 | $15,000 | $54,210 | $7,100 | $35,000 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 18,024 LB | $1.38 | $2.25 | $1.90 | $3.00 | $2.00 | $2.00 | $2.00 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 3 CY | $1,800 | $1,500 | $1,450 | $700 | $950 | $3,700 | $5,500 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 116 SY | $25.00 | $32.00 | $19.00 | $65.00 | $45.00 | $50.00 | $18.50 |
| 512E33000 TYPE 2 WATERPROOFING | 140 SY | $18.00 | $35.00 | $30.00 | $35.00 | $45.00 | $35.00 | $28.50 |
| 512E33010 TYPE 3 WATERPROOFING | 124 SY | $38.00 | $50.00 | $42.00 | $45.00 | $90.00 | $45.00 | $40.50 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 68 SF | $15.00 | $5.00 | $11.00 | $25.00 | $10.00 | $1.50 | $15.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 46 CY | $145 | $200 | $200 | $185 | $124 | $140 | $195 |
| 613E41300 LOW STRENGTH MORTAR BACKFILL (TYPE 2) | 323 CY | $85.00 | $210 | $260 | $195 | $170 | $150 | $225 |
| 202E23500 WEARING COURSE REMOVED | 142 SY | $28.00 | $1.00 | $2.00 | $35.00 | $21.00 | $25.00 | $100 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $6,000 | $15,000 | $14,900 | $7,500 | $11,200 | $9,900 | $15,000 |
| 509E26000 GALVANIZED STEEL REINFORCEMENT | 8,494 LB | $2.10 | $3.00 | $3.00 | $6.00 | $3.00 | $2.50 | $2.75 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 144 EACH | $85.00 | $45.00 | $18.00 | $100 | $30.00 | $45.00 | $20.00 |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 19 CY | $1,125 | $1,400 | $2,150 | $850 | $1,300 | $1,600 | $3,000 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 162 SY | $21.00 | $25.00 | $19.00 | $65.00 | $15.00 | $20.00 | $18.50 |
| 512E33000 TYPE 2 WATERPROOFING | 36 SY | $25.00 | $35.00 | $30.00 | $35.00 | $38.00 | $35.00 | $28.50 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 13 SF | $20.00 | $25.00 | $8.00 | $25.00 | $15.00 | $1.50 | $15.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 30 CY | $165 | $200 | $145 | $185 | $120 | $150 | $295 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 49 FT | $18.00 | $20.00 | $21.00 | $50.00 | $25.00 | $85.00 | $20.00 |
| 526E90010 TYPE A INSTALLATION | 60 FT | $275 | $325 | $196 | $250 | $230 | $350 | $395 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $18,000 | $60,000 | $9,839 | $65,000 | $14,500 | $15,000 | $12,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $12,500 | $5,000 | $22,000 | $20,000 | $18,000 | $43,000 | $15,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 611E96485 18' X 10' CONDUIT, TYPE A, 706.05, AS PER PLAN | 53 FT | $3,523 | $187k | 11% |
| 511E33412 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 38 CY | $3,000 | $114k | 7% |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 1,051 CY | $102 | $107k | 6% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 116 CY | $785 | $91k | 5% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 184 CY | $450 | $83k | 5% |
| 203E10000 EXCAVATION | 3,062 CY | $25 | $77k | 5% |
| 302E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 181 CY | $400 | $72k | 4% |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 2 EACH | $35,000 | $70k | 4% |
| 615E20001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A, AS PER | 301 SY | $180 | $54k | 3% |
| 526E10001 REINFORCED CONCRETE APPROACH SLABS (T=12"), AS PER | 100 SY | $525 | $53k | 3% |