NOB-TR 392-00.02
NOB County · est $0.6M
Bid dateThursday, March 12—
Awarded toJ & J BRIDGE COMPANY INC$587,916
NOB County · est $0.6M
Bid form · ODOT
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 502E11101 STRUCTURE FOR MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $78,000 | $78k | 13% |
| 515E10051 PRESTRESSED CONCRETE NON-COMPOSITE BOX BEAM BRIDGE | 6 EACH | $11,500 | $69k | 12% |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 60 CY | $700 | $42k | 7% |
| 615E10001 ROADS FOR MAINTAINING TRAFFIC, AS PER PLAN Section 5 - MAINTENANCE OF TRAFFIC - Totals Awd $113,000.00 2 $100,000.00 3 $68,775.00 4 $275,000.00 5 $130,000.00 | 1 LS | $35,000 | $35k | 6% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $25,000 | $25k | 4% |
| 624E10000 MOBILIZATION Section 7 - INCIDENTALS - Totals Awd $55,310.45 2 $58,000.00 3 $54,303.00 4 $61,500.00 5 $150,000.00 | 1 LS | $24,599 | $25k | 4% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 91 FT | $250 | $23k | 4% |
| 507E00150 STEEL PILES HP10X42, DRIVEN | 350 FT | $60 | $21k | 4% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $19,300 | $19k | 3% |
| 441E70100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG Section 3 - PAVEMENT - Totals Awd $41,931.00 2 $34,625.00 3 $36,203.00 4 $40,908.00 5 $52,815.00 | 41 CY | $450 | $18k | 3% |
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 49 more items below.
| Item | Quantity | R1J & J Bridge Company INC | R2Buds INC | R3Shelly & Sands INC | R4Complete General Construction Company | R5R C Construction Company And Son | % of bid |
|---|---|---|---|---|---|---|---|
| 502E11101 STRUCTURE FOR MAINTAINING TRAFFIC, AS PER PLAN | 1 LS | $78,000 | $50,000 | $42,000 | $40,000 | $65,000 | 16% |
| 515E10051 PRESTRESSED CONCRETE NON-COMPOSITE BOX BEAM BRIDGE | 6 EACH | $11,500 | $21,850 | $13,615 | $20,000 | $21,000 | 14% |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 60 CY | $700 | $1,000 | $1,365 | $1,125 | $1,200 | 8% |
| 615E10001 ROADS FOR MAINTAINING TRAFFIC, AS PER PLAN Section 5 - MAINTENANCE OF TRAFFIC - Totals Awd $113,000.00 2 $100,000.00 3 $68,775.00 4 $275,000.00 5 $130,000.00 | 1 LS | $35,000 | $50,000 | $26,775 | $235,000 | $65,000 | 7% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $25,000 | $9,000 | $3,621 | $6,000 | $40,000 | 5% |
| 624E10000 MOBILIZATION Section 7 - INCIDENTALS - Totals Awd $55,310.45 2 $58,000.00 3 $54,303.00 4 $61,500.00 5 $150,000.00 | 1 LS | $24,599 | $40,000 | $31,895 | $43,000 | $55,000 | 5% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 91 FT | $250 | $232 | $222 | $270 | $235 | 5% |
| 507E00150 STEEL PILES HP10X42, DRIVEN | 350 FT | $60.00 | $3.50 | $52.00 | $25.00 | $30.00 | 4% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $19,300 | $20,000 | $46,700 | $20,000 | $30,000 | 4% |
| 441E70100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG Section 3 - PAVEMENT - Totals Awd $41,931.00 2 $34,625.00 3 $36,203.00 4 $40,908.00 5 $52,815.00 | 41 CY | $450 | $350 | $325 | $415 | $625 | 4% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 5,676 LB | $3.00 | $2.00 | $3.00 | $2.50 | $3.50 | 3% |
| 507E00100 STEEL PILES HP10X42, FURNISHED | 400 FT | $40.00 | $42.00 | $36.00 | $36.00 | $85.00 | 3% |
| 613E41200 LOW STRENGTH MORTAR BACKFILL | 116 CY | $135 | $118 | $200 | $375 | $225 | 3% |
| 832E30000 EROSION CONTROL Section 2 - EROSION CONTROL - Totals Awd $18,208.00 2 $18,835.81 3 $23,893.00 4 $27,548.98 5 $35,130.20 | 15,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | 3% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $15,000 | $7,500 | $4,850 | $19,000 | $12,500 | 3% |
| 511E31611 CLASS QC2 CONCRETE, SUPERSTRUCTURE, AS PER PLAN | 5 CY | $3,000 | $1,500 | $3,725 | $3,900 | $2,500 | 3% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 37 CY | $400 | $325 | $325 | $385 | $425 | 3% |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $12,000 | $25,000 | $19,420 | $12,000 | $45,000 | 2% |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 70 CY | $160 | $115 | $80.00 | $95.00 | $175 | 2% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $10,000 | $3,500 | $3,420 | $3,000 | $30,000 | 2% |
| Item | Quantity | R1J & J Bridge Company INC | R2Buds INC | R3Shelly & Sands INC | R4Complete General Construction Company | R5R C Construction Company And Son |
|---|---|---|---|---|---|---|
| 202E38000 GUARDRAIL REMOVED | 78 FT | $6.00 | $2.50 | $12.00 | $3.50 | $5.00 |
| 202E75001 FENCE REMOVED, AS PER PLAN | 351 FT | $2.00 | $5.00 | $9.00 | $4.00 | $25.00 |
| 202E75251 GATE REMOVED, AS PER PLAN | 3 EACH | $100 | $50.00 | $350 | $245 | $1,000 |
| 203E10000 EXCAVATION | 103 CY | $35.00 | $30.00 | $40.00 | $45.00 | $25.00 |
| 203E20000 EMBANKMENT | 145 CY | $50.00 | $62.00 | $35.00 | $20.00 | $35.00 |
| 204E10000 SUBGRADE COMPACTION | 445 SY | $5.00 | $6.00 | $5.00 | $9.00 | $2.00 |
| 204E13000 EXCAVATION OF SUBGRADE | 25 CY | $10.00 | $20.00 | $30.00 | $30.00 | $25.00 |
| 204E30010 GRANULAR MATERIAL, TYPE B | 25 CY | $40.00 | $85.00 | $120 | $75.00 | $175 |
| 204E45000 PROOF ROLLING | 1 HOUR | $300 | $50.00 | $250 | $300 | $100 |
| 204E50000 GEOTEXTILE FABRIC | 75 SY | $2.00 | $1.00 | $5.00 | $10.00 | $15.00 |
| 606E15050 GUARDRAIL, TYPE MGS | 75 FT | $44.00 | $30.00 | $32.00 | $32.00 | $40.00 |
| 606E25000 ANCHOR ASSEMBLY, TYPE A | 2 EACH | $1,500 | $1,750 | $1,460 | $1,460 | $1,700 |
| 606E26500 ANCHOR ASSEMBLY, TYPE T | 1 EACH | $1,200 | $1,100 | $985 | $985 | $1,700 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 2 EACH | $2,200 | $2,600 | $2,695 | $2,695 | $2,200 |
| 606E35003 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1, AS PER PLAN | 2 EACH | $2,500 | $2,900 | $2,780 | $2,780 | $2,500 |
| 607E98000 FENCE, MISC.:HIGH-TENSILE NON-ELECTRIC WIRE FENCE | 227 FT | $30.00 | $35.00 | $33.00 | $33.00 | $35.00 |
| 690E50350 SPECIAL - MAILBOX REMOVED AND RESET Section 1 - ROADWAY - Totals Awd $50,210.00 2 $49,095.00 3 $49,356.00 4 $45,668.00 5 $82,725.00 | 1 EACH | $250 | $200 | $250 | $295 | $350 |
| 659E00300 TOPSOIL | 114 CY | $8.00 | $20.00 | $47.00 | $79.07 | $35.00 |
| 659E10000 SEEDING AND MULCHING | 755 SY | $2.00 | $1.75 | $4.00 | $4.00 | $20.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 38 SY | $2.00 | $0.01 | $4.00 | $4.00 | $0.20 |
| 659E15000 INTER-SEEDING | 38 SY | $2.00 | $0.01 | $4.00 | $4.00 | $0.20 |
| 659E20000 COMMERCIAL FERTILIZER | 0.14 TON | $2,000 | $800 | $1,250 | $1,250 | $2,900 |
| 659E31000 LIME | 0.22 ACRE | $1,500 | $540 | $150 | $150 | $2,800 |
| 659E35000 WATER | 3 MGAL | $8.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 304E20000 AGGREGATE BASE, 6.0" | 63 CY | $135 | $110 | $170 | $150 | $175 |
| 407E10000 TACK COAT | 44 GAL | $4.00 | $30.00 | $3.25 | $4.50 | $10.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 56 FT | $15.00 | $18.00 | $25.00 | $25.00 | $25.00 |
| 630E08520 STREET NAME SIGN SUPPORT, NO. 3 POST | 15 FT | $25.00 | $20.00 | $42.00 | $32.50 | $35.00 |
| 630E80100 SIGN, FLAT SHEET | 30.25 SF | $35.00 | $25.00 | $42.00 | $30.00 | $35.00 |
| 630E80500 SIGN, DOUBLE FACED, STREET NAME | 2 EACH | $250 | $225 | $325 | $220 | $250 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 8 EACH | $10.00 | $25.00 | $60.00 | $15.00 | $100 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 7 EACH | $10.00 | $25.00 | $60.00 | $20.00 | $100 |
| 644E00500 STOP LINE | 28 FT | $15.00 | $15.00 | $15.00 | $15.00 | $100 |
| 646E10200 CENTER LINE Section 4 - TRAFFIC CONTROL - Totals Awd $4,603.75 2 $4,569.25 3 $6,530.50 4 $5,175.00 5 $9,683.75 | 0.02 MILE | $63,000 | $63,000 | $63,000 | $63,000 | $95,000 |
| 202E23500 WEARING COURSE REMOVED | 42 SY | $10.00 | $32.00 | $41.00 | $175 | $45.00 |
| 507E93300 STEEL POINTS OR SHOES | 10 EACH | $175 | $150 | $145 | $145 | $250 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 51 SY | $40.00 | $25.00 | $60.00 | $60.00 | $75.00 |
| 512E33010 TYPE 3 WATERPROOFING | 122 SY | $35.00 | $35.00 | $43.50 | $43.50 | $40.00 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 27 SF | $12.00 | $15.00 | $12.00 | $30.00 | $50.00 |
| 516E14014 INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 64 FT | $45.00 | $42.00 | $46.50 | $45.00 | $100 |
| 516E41100 1/8" PREFORMED BEARING PAD, TYPE CDP | 24 EACH | $35.00 | $75.00 | $32.00 | $71.00 | $50.00 |
| 516E43100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES (6" X | 24 EACH | $105 | $215 | $160 | $125 | $400 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 15 CY | $250 | $165 | $265 | $250 | $175 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 112 FT | $14.00 | $17.00 | $15.00 | $15.00 | $50.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 79 FT | $8.00 | $15.00 | $7.00 | $20.00 | $25.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 24 FT | $9.20 | $20.00 | $14.00 | $20.00 | $25.00 |
| 625E33000 STRUCTURE GROUNDING SYSTEM Section 6 - STRUCTURE OVER 20 FOOT SPAN (NOB-TR392-0 - Totals Awd $304,652.80 2 $352,813.00 3 $398,806.00 4 $413,111.00 5 $486,546.00 | 1 EACH | $7,500 | $5,000 | $21,000 | $10,000 | $22,000 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $2,000 | $5,000 | $2,000 | $4,500 | $35,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $3,711 | $4,000 | $16,787 | $8,000 | $20,000 |
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 →