Hoc-SR 56-05.69/Hoc-SR 180-02.33
Hocking County · est $1.7M
Bid dateThursday, February 13—
Hocking County · est $1.7M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 74 more items below.
| Item | Quantity | R1D G M INC | R2Alan Stone CO INC | R3Shelly & Sands INC | R4Double Z Construction Company | R5Sunesis Construction CO | R6Complete General Construction Company | % of bid |
|---|---|---|---|---|---|---|---|---|
| 511E33412 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 93 CY | $1,680 | $1,600 | $1,625 | $1,600 | $2,061 | $2,250 | 14% |
| 511E33412 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 85 CY | $1,780 | $1,700 | $1,775 | $1,600 | $2,185 | $2,300 | 13% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $75,000 | $65,000 | $12,000 |
| Item | Quantity | R1D G M INC | R2Alan Stone CO INC | R3Shelly & Sands INC | R4Double Z Construction Company | R5Sunesis Construction CO | R6Complete General Construction Company |
|---|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $13,000 | $10,000 | $2,300 | $20,000 | $3,633 | $8,000 |
| 202E35100 PIPE REMOVED, 24" DIAMETER AND UNDER | 107 FT | $15.00 | $15.00 | $44.75 | $15.00 | $52.71 | $75.00 |
| 202E38000 GUARDRAIL REMOVED | 1,009 FT | $1.00 | $4.50 | $3.50 |
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 →
| $37,000 |
| $113,042 |
| $63,000 |
| 7% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 174 CY | $400 | $310 | $450 | $389 | $403 | $389 | 6% |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 91 CY | $700 | $830 | $1,310 | $950 | $1,183 | $1,800 | 6% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 187 CY | $307 | $370 | $475 | $297 | $308 | $297 | 5% |
| 507E00150 STEEL PILES HP10X42, DRIVEN | 990 FT | $49.00 | $30.00 | $26.00 | $15.00 | $23.16 | $30.00 | 4% |
| 526E10001 REINFORCED CONCRETE APPROACH SLABS (T=12"), AS PER | 127 SY | $350 | $360 | $420 | $425 | $491 | $475 | 4% |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 63 CY | $700 | $960 | $1,600 | $950 | $1,216 | $1,700 | 4% |
| 526E10001 REINFORCED CONCRETE APPROACH SLABS (T=12"), AS PER | 103 SY | $425 | $420 | $480 | $425 | $550 | $500 | 4% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 27,422 LB | $1.50 | $1.50 | $1.81 | $1.75 | $2.31 | $2.00 | 4% |
| 507E92201 PREBORED HOLES, AS PER PLAN | 324 FT | $125 | $90.00 | $145 | $175 | $187 | $950 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $35,000 | $93,031 | $60,000 | $140,308 | $127,000 | 4% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $39,000 | $25,000 | $48,000 | $40,000 | $36,384 | $25,000 | 3% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $39,000 | $26,000 | $44,000 | $45,000 | $41,426 | $35,000 | 3% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $37,500 | $49,000 | $14,000 | $58,000 | $75,642 | $40,000 | 3% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $37,500 | $40,000 | $13,000 | $45,000 | $76,047 | $25,000 | 3% |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 80 FT | $460 | $510 | $450 | $461 | $445 | $525 | 3% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $36,000 | $20,000 | $10,400 | $12,000 | $12,744 | $16,000 | 3% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 23,857 LB | $1.50 | $1.50 | $1.91 | $1.75 | $2.36 | $2.00 | 3% |
| $3.50 |
| $8.52 |
| $2.00 |
| 203E10000 EXCAVATION | 783 CY | $25.00 | $40.00 | $35.00 | $50.00 | $47.95 | $30.00 |
| 203E20000 EMBANKMENT | 192 CY | $30.00 | $25.00 | $22.00 | $30.00 | $47.54 | $30.00 |
| 204E10000 SUBGRADE COMPACTION | 1,307 SY | $8.00 | $4.00 | $6.00 | $7.00 | $4.31 | $7.00 |
| 606E15050 GUARDRAIL, TYPE MGS | 462.5 FT | $25.00 | $25.00 | $25.00 | $25.00 | $23.00 | $21.60 |
| 606E25550 ANCHOR ASSEMBLY, MGS TYPE A | 4 EACH | $2,000 | $2,200 | $1,700 | $1,700 | $1,950 | $1,565 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 3 EACH | $2,950 | $3,300 | $2,700 | $2,700 | $2,900 | $2,780 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $1,250 | $1,400 | $1,300 | $1,300 | $1,200 | $1,480 |
| 606E34600 MGS BRIDGE TERMINAL ASSEMBLY, TYPE TST-2 | 7 EACH | $2,900 | $3,400 | $2,650 | $2,650 | $2,850 | $2,635 |
| 606E34601 MGS BRIDGE TERMINAL ASSEMBLY, TYPE TST-2, AS PER P | 1 EACH | $2,900 | $3,200 | $2,950 | $2,950 | $2,850 | $2,720 |
| 623E40500 REFERENCE MONUMENT, TYPE A | 8 EACH | $600 | $1,300 | $1,000 | $600 | $583 | $1,250 |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 196 CY | $110 | $110 | $170 | $130 | $263 | $115 |
| 659E10000 SEEDING AND MULCHING | 3,474 SY | $2.50 | $1.50 | $1.15 | $6.00 | $2.79 | $2.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.31 TON | $1,500 | $1,100 | $939 | $850 | $1,674 | $1,250 |
| 659E31000 LIME | 0.72 ACRE | $300 | $180 | $155 | $50.00 | $538 | $150 |
| 659E35000 WATER | 10 MGAL | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 4,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 602E20000 CONCRETE MASONRY | 0.33 CY | $2,500 | $3,500 | $8,400 | $7,000 | $10,616 | $12,000 |
| 605E31100 AGGREGATE DRAINS | 170 FT | $25.00 | $25.00 | $27.00 | $25.00 | $32.73 | $9.00 |
| 611E05700 15" CONDUIT, TYPE A | 42 FT | $115 | $160 | $156 | $110 | $162 | $180 |
| 611E07200 18" CONDUIT, TYPE A | 60 FT | $140 | $140 | $175 | $115 | $182 | $190 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1 1/2" AVERAGE | 2,768 SY | $11.00 | $8.50 | $7.00 | $10.00 | $10.36 | $10.00 |
| 304E20000 AGGREGATE BASE | 217 CY | $120 | $130 | $130 | $115 | $201 | $95.00 |
| 407E20000 NON-TRACKING TACK COAT | 366 GAL | $3.90 | $6.00 | $3.50 | $3.90 | $4.04 | $3.90 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 20 EACH | $1.00 | $10.00 | $12.00 | $15.00 | $2.40 | $75.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 16 EACH | $12.00 | $10.00 | $12.00 | $12.00 | $11.00 | $12.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 3 EACH | $20.00 | $30.00 | $25.00 | $25.00 | $12.50 | $10.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 4 EACH | $75.00 | $35.00 | $100 | $100 | $47.95 | $75.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 3 EACH | $20.00 | $30.00 | $25.00 | $25.00 | $13.18 | $15.00 |
| 630E86010 REMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECT | 4 EACH | $75.00 | $310 | $275 | $275 | $70.97 | $165 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.48 MILE | $8,500 | $4,500 | $4,000 | $4,000 | $2,100 | $4,000 |
| 642E00300 CENTER LINE, TYPE 1 | 0.24 MILE | $17,000 | $8,600 | $7,550 | $7,550 | $2,100 | $7,550 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,200 | $2,700 | $2,350 | $2,127 | $2,126 | $2,520 |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 2 EACH | $1,500 | $1,700 | $31,500 | $31,500 | $0.01 | $5,000 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (BIDIRECTIONAL) | 54 EACH | $25.00 | $40.00 | $10.00 | $34.00 | $11.24 | $34.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 54 EACH | $25.00 | $45.00 | $23.00 | $38.00 | $18.63 | $38.00 |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 0.3 MILE | $9,500 | $11,000 | $9,500 | $9,500 | $6,200 | $9,500 |
| 614E22000 WORK ZONE EDGE LINE, CLASS I, 4" | 0.68 MILE | $4,500 | $4,800 | $4,250 | $4,250 | $6,200 | $4,250 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 56 FT | $14.00 | $15.00 | $14.00 | $14.00 | $10.00 | $14.00 |
| 615E10000 ROADS FOR MAINTAINING TRAFFIC | 1 LS | $2,000 | $14,000 | $3,792 | $16,000 | $7,477 | $12,000 |
| 615E20001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A, AS PER | 126 SY | $150 | $130 | $175 | $120 | $136 | $150 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 1,224 FT | $20.00 | $15.00 | $18.00 | $32.00 | $29.15 | $50.00 |
| 202E23500 WEARING COURSE REMOVED | 87 SY | $10.00 | $10.00 | $17.00 | $18.00 | $8.63 | $75.00 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $17,600 | $10,000 | $32,000 | $45,000 | $39,778 | $50,000 |
| 507E00300 STEEL PILES HP14X73, FURNISHED | 360 FT | $58.00 | $50.00 | $40.15 | $56.00 | $75.79 | $45.00 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 68 SY | $15.00 | $40.00 | $30.00 | $30.00 | $38.07 | $30.00 |
| 516E13200 1/2" PREFORMED EXPANSION JOINT FILLER | 59 SF | $12.00 | $1.00 | $7.50 | $13.00 | $3.25 | $33.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 88 SF | $15.00 | $2.00 | $8.00 | $15.00 | $6.13 | $23.00 |
| 516E25000 NYLON REINFORCED NEOPRENE SHEETING | 385 SF | $16.50 | $15.00 | $4.70 | $12.00 | $14.22 | $35.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 32 CY | $120 | $620 | $173 | $140 | $182 | $175 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 71.38 FT | $25.00 | $30.00 | $20.00 | $25.00 | $40.12 | $20.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 106 FT | $25.00 | $30.00 | $8.00 | $16.00 | $40.75 | $15.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 32 FT | $25.00 | $15.00 | $19.00 | $20.00 | $33.50 | $25.00 |
| 526E90010 TYPE A INSTALLATION | 72 FT | $250 | $280 | $195 | $250 | $286 | $325 |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 30 CF | $675 | $660 | $631 | $583 | $686 | $647 |
| 202E23500 WEARING COURSE REMOVED | 81 SY | $10.00 | $25.00 | $18.00 | $18.00 | $9.26 | $95.00 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $19,100 | $15,000 | $31,000 | $40,000 | $49,996 | $80,000 |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $5,000 | $39,000 | $20,000 | $30,000 | $1,792 | $20,000 |
| 507E00100 STEEL PILES HP10X42, FURNISHED | 1,080 FT | $12.00 | $30.00 | $23.10 | $36.00 | $46.47 | $30.00 |
| 507E00410 STEEL PILES, MISC.: PILE SPLICE | 2 EACH | $100 | $600 | $125 | $900 | $939 | $750 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 95 SY | $15.00 | $40.00 | $30.00 | $30.00 | $38.07 | $30.00 |
| 516E13200 1/2" PREFORMED EXPANSION JOINT FILLER | 71 SF | $12.00 | $1.00 | $6.00 | $14.00 | $3.66 | $25.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 99 SF | $15.00 | $2.00 | $7.00 | $16.00 | $5.77 | $20.00 |
| 516E25000 NYLON REINFORCED NEOPRENE SHEETING | 460 SF | $16.50 | $15.00 | $5.00 | $12.00 | $12.58 | $29.00 |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 73 FT | $460 | $510 | $450 | $462 | $445 | $525 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 49 CY | $120 | $400 | $126 | $145 | $207 | $175 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 67.39 FT | $25.00 | $35.00 | $20.00 | $25.00 | $41.72 | $20.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 130 FT | $25.00 | $15.00 | $7.00 | $15.00 | $35.19 | $13.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 32 FT | $25.00 | $20.00 | $16.00 | $18.00 | $41.20 | $25.00 |
| 526E90010 TYPE A INSTALLATION | 88 FT | $250 | $200 | $175 | $250 | $526 | $300 |
| 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM | 32 CF | $675 | $660 | $631 | $583 | $655 | $647 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $10,000 | $23,000 | $23,000 | $22,000 | $25,900 | $30,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 511E33412 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 93 CY | $1,680 | $156k | 9% |
| 511E33412 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 85 CY | $1,780 | $151k | 9% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $75,000 | $75k | 4% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 174 CY | $400 | $70k | 4% |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 91 CY | $700 | $64k | 4% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 187 CY | $307 | $57k | 3% |
| 507E00150 STEEL PILES HP10X42, DRIVEN | 990 FT | $49 | $49k | 3% |
| 526E10001 REINFORCED CONCRETE APPROACH SLABS (T=12"), AS PER | 127 SY | $350 | $44k | 3% |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 63 CY | $700 | $44k | 3% |
| 526E10001 REINFORCED CONCRETE APPROACH SLABS (T=12"), AS PER | 103 SY | $425 | $44k | 3% |