Sci-SR 73-11.81
Scioto County · est $2.3M
Bid dateThursday, February 27—
Scioto County · est $2.3M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 10.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 107 more items below.
| Item | Quantity | R1D G M INC | R2Double Z Construction Company | R3Complete General Construction Company | R4Shelly & Sands INC | % of bid |
|---|---|---|---|---|---|---|
| 515E15080 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 4 EACH | $45,250 | $48,000 | $57,500 | $48,000 | 11% |
| 515E15090 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 4 EACH | $44,500 | $47,000 | $57,500 | $48,000 | 11% |
| 511E21522 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 172 CY | $1,025 | $950 | $860 | $1,300 | 11% |
| 511E21522 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 166 CY | $1,050 | $975 | $940 |
| Item | Quantity | R1D G M INC | R2Double Z Construction Company | R3Complete General Construction Company | R4Shelly & Sands INC |
|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $26,500 | $15,000 | $10,000 | $3,000 |
| 202E20010 HEADWALL REMOVED | 1 EACH | $300 | $500 | $350 | $190 |
| 202E23010 PAVEMENT REMOVED, ASPHALT | 1,807 SY | $6.00 | $12.00 | $12.00 | $12.00 |
| 202E38000 GUARDRAIL REMOVED | 1,555 FT | $1.00 | $1.60 | $1.60 | $2.50 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A |
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 →
| $1,300 |
| 11% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $106,000 | $90,000 | $107,000 | $50,000 | 6% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100,000 | $100,000 | $100,000 | 6% |
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 220 CY | $430 | $525 | $530 | $680 | 6% |
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 206 CY | $430 | $480 | $545 | $715 | 5% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $60,000 | $65,000 | $80,000 | $50,000 | 4% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $60,000 | $65,000 | $70,000 | $50,000 | 4% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 303 CY | $187 | $180 | $180 | $190 | 3% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 42,143 LB | $1.10 | $1.15 | $1.15 | $1.30 | 3% |
| 204E30020 GRANULAR MATERIAL, TYPE C | 833 CY | $53.00 | $43.64 | $68.00 | $57.00 | 3% |
| 526E25010 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 200 SY | $220 | $295 | $275 | $277 | 3% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 39,180 LB | $1.10 | $1.15 | $1.15 | $1.30 | 3% |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $42,500 | $16,500 | $20,000 | $15,000 | 3% |
| 526E25010 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 178 SY | $210 | $290 | $280 | $300 | 2% |
| 507E00100 STEEL PILES HP10X42, FURNISHED | 1,040 FT | $35.00 | $23.00 | $36.00 | $16.80 | 2% |
| 203E20000 EMBANKMENT | 1,600 CY | $20.00 | $25.00 | $22.00 | $17.00 | 2% |
| 507E00100 STEEL PILES HP10X42, FURNISHED | 880 FT | $36.00 | $23.00 | $39.00 | $18.00 | 2% |
| 7 EACH |
| $300 |
| $245 |
| $245 |
| $300 |
| 203E10000 EXCAVATION | 214 CY | $25.00 | $15.00 | $18.00 | $25.00 |
| 204E10000 SUBGRADE COMPACTION | 2,530 SY | $3.00 | $4.00 | $3.50 | $4.00 |
| 204E13000 EXCAVATION OF SUBGRADE | 652 CY | $15.00 | $15.00 | $34.00 | $25.00 |
| 204E45000 PROOF ROLLING | 3 HOUR | $75.00 | $170 | $130 | $205 |
| 204E50000 GEOTEXTILE FABRIC, TYPE D | 1,555 SY | $2.00 | $1.50 | $3.50 | $0.40 |
| 606E15050 GUARDRAIL, TYPE MGS | 1,159.4 FT | $17.00 | $15.50 | $15.50 | $16.50 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 250 FT | $19.00 | $17.40 | $17.40 | $17.00 |
| 606E20050 ROUNDED END SECTION | 4 EACH | $55.00 | $55.00 | $55.00 | $50.00 |
| 606E25550 ANCHOR ASSEMBLY, MGS TYPE A | 2 EACH | $1,100 | $1,050 | $1,050 | $1,250 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E | — | $2,250 | $2,225 | $2,225 | $2,250 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 5 EACH | $1,000 | $980 | $980 | $950 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 8 EACH | $2,000 | $1,975 | $1,975 | $1,900 |
| 690E50000 SPECIAL - MAILBOX SUPPORT | 2 EACH | $150 | $140 | $140 | $125 |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 395 CY | $65.00 | $75.00 | $74.00 | $45.00 |
| 659E10000 SEEDING AND MULCHING | 6,022 SY | $2.00 | $3.50 | $1.15 | $1.00 |
| 659E14000 REPAIR SEEDING AND MULCHING | 301 SY | $0.05 | $1.75 | $1.00 | $1.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.81 TON | $650 | $400 | $500 | $657 |
| 659E31000 LIME | 1.24 ACRE | $80.00 | $60.00 | $200 | $80.00 |
| 659E35000 WATER | 33 MGAL | $1.00 | $1.00 | $1.00 | $1.00 |
| 670E00710 DITCH EROSION PROTECTION MAT, TYPE A | 37 SY | $4.00 | $2.00 | $2.35 | $6.00 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $1,500 | $1,500 | $1,500 | $1,325 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $8,000 | $17,840 | $5,600 | $3,700 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $8,500 | $9,000 | $8,800 | $9,300 |
| 832E30000 EROSION CONTROL | 25,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 602E20000 CONCRETE MASONRY | 1 CY | $1,600 | $3,489 | $1,200 | $1,850 |
| 605E31100 AGGREGATE DRAINS | 178 FT | $15.00 | $13.00 | $15.00 | $17.25 |
| 611E10200 24" CONDUIT, TYPE A, 706.02 | 6 FT | $200 | $201 | $200 | $230 |
| 611E13600 30" CONDUIT, TYPE C, 706.02 | 20 FT | $125 | $154 | $210 | $116 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.5" DEPTH) | 889 SY | $8.00 | $6.75 | $6.75 | $7.00 |
| 304E20000 AGGREGATE BASE | 495 CY | $51.00 | $85.00 | $80.00 | $80.00 |
| 407E10000 TACK COAT | 563 GAL | $2.00 | $2.00 | $2.00 | $2.00 |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 78 CY | $255 | $245 | $245 | $260 |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (86 CY | $187 | $180 | $180 | $190 |
| 441E50400 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448) | — | $285 | $275 | $275 | $300 |
| 621E00100 RPM | 17 EACH | $188 | $200 | $188 | $211 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 9 EACH | $1.00 | $10.00 | $20.00 | $25.00 |
| 626E00112 BARRIER REFLECTOR, TYPE 3, BIDIRECTIONAL | 26 EACH | $8.00 | $7.70 | $12.00 | $8.50 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 37.5 FT | $12.00 | $12.00 | $12.00 | $13.00 |
| 630E06100 GROUND MOUNTED SUPPORT, NO. 6 POST | 17 FT | $20.00 | $20.00 | $20.00 | $21.00 |
| 630E08530 STREET NAME SIGN SUPPORT, NO. 4 POST | 15 FT | $16.00 | $15.00 | $15.00 | $16.00 |
| 630E08600 SIGN POST REFLECTOR | 1 EACH | $45.00 | $45.00 | $45.00 | $48.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 9 EACH | $65.00 | $65.00 | $65.00 | $58.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 5 EACH | $15.00 | $10.00 | $10.00 | $21.00 |
| 644E00104 EDGE LINE, 6" | 0.34 MILE | $10,000 | $8,040 | $8,960 | $8,500 |
| 644E00300 CENTER LINE | 0.17 MILE | $11,000 | $14,100 | $9,645 | $15,000 |
| 410E12000 TRAFFIC COMPACTED SURFACE, TYPE A OR B | 50 CY | $30.00 | $40.00 | $78.00 | $64.00 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 40 HOUR | $50.00 | $65.00 | $85.00 | $76.00 |
| 614E11630 INCREASED BARRIER DELINEATION | 910 FT | $2.25 | $1.00 | $2.50 | $1.00 |
| 614E12338 WORK ZONE IMPACT ATTENUATOR (BIDIRECTIONAL) | 11 EACH | $1,800 | $2,230 | $1,900 | $2,065 |
| 614E12420 DETOUR SIGNING | 1 LS | $7,000 | $6,621 | $6,700 | $6,000 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 50 CY | $120 | $80.00 | $230 | $172 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 27 EACH | $15.00 | $10.00 | $11.00 | $6.50 |
| 614E13314 BARRIER REFLECTOR, TYPE 3, BIDIRECTIONAL | 52 EACH | $15.00 | $10.00 | $11.00 | $7.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 46 EACH | $15.00 | $15.00 | $15.00 | $16.00 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 16 SNMT | $700 | $900 | $1,200 | $850 |
| 614E21200 WORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I | 0.19 MILE | $12,500 | $12,095 | $13,200 | $12,800 |
| 614E22200 WORK ZONE EDGE LINE, CLASS I, 4", 740.06, TYPE I | 0.98 MILE | $6,500 | $6,200 | $6,600 | $6,500 |
| 614E26400 WORK ZONE STOP LINE, CLASS I, 740.06, TYPE I | 34 FT | $15.00 | $12.50 | $7.50 | $13.00 |
| 616E10000 WATER | 10 MGAL | $1.00 | $40.00 | $70.00 | $34.00 |
| 622E41000 PORTABLE BARRIER, 32" | 1,390 FT | $12.00 | $15.00 | $12.00 | $18.00 |
| 622E41001 PORTABLE BARRIER, 32", AS PER PLAN | 560 FT | $15.00 | $25.00 | $16.00 | $21.25 |
| 622E41020 PORTABLE BARRIER, 32", BRIDGE MOUNTED | 270 FT | $15.00 | $25.00 | $14.00 | $32.50 |
| 202E22900 APPROACH SLAB REMOVED | 80 SY | $30.00 | $40.00 | $50.00 | $35.00 |
| 202E23500 WEARING COURSE REMOVED | 422 SY | $8.00 | $10.00 | $11.00 | $15.00 |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $27,500 | $50,000 | $60,000 | $58,500 |
| 503E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1 LS | $30,000 | $30,000 | $75,000 | $50,000 |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $5,000 | $20,000 | $14,000 | $16,000 |
| 507E00150 STEEL PILES HP10X42, DRIVEN | 880 FT | $8.00 | $18.00 | $10.00 | $16.00 |
| 511E33500 SEMI-INTEGRAL DIAPHRAGM GUIDE | 2 EACH | $2,250 | $3,500 | $2,250 | $2,400 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 367 SY | $27.00 | $20.00 | $20.00 | $22.00 |
| 512E33000 TYPE 2 WATERPROOFING | 165 SY | $15.00 | $20.00 | $23.50 | $25.00 |
| 515E20000 INTERMEDIATE DIAPHRAGMS | 9 EACH | $1,000 | $2,500 | $2,800 | $4,900 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 145 SF | $15.00 | $15.00 | $12.00 | $9.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 119 FT | $37.00 | $25.00 | $50.00 | $32.00 |
| 516E44101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 8 EACH | $3,500 | $2,100 | $2,230 | $2,300 |
| 517E70000 RAILING (TWIN STEEL TUBE) | 184.83 FT | $157 | $155 | $148 | $167 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 84 CY | $75.00 | $95.00 | $85.00 | $90.00 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 210 FT | $15.00 | $15.00 | $14.00 | $15.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 142 FT | $15.00 | $9.00 | $8.00 | $6.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 36 FT | $15.00 | $16.00 | $18.00 | $7.00 |
| 526E90010 TYPE A INSTALLATION | 74 FT | $185 | $185 | $170 | $200 |
| 202E22900 APPROACH SLAB REMOVED | 67 SY | $30.00 | $40.00 | $55.00 | $39.00 |
| 202E23500 WEARING COURSE REMOVED | 353 SY | $8.00 | $10.00 | $12.00 | $17.00 |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $27,500 | $50,000 | $55,000 | $60,000 |
| 503E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1 LS | $25,275 | $35,000 | $80,000 | $58,000 |
| 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION | 1 LS | $5,000 | $20,000 | $14,000 | $7,000 |
| 507E00150 STEEL PILES HP10X42, DRIVEN | 720 FT | $8.00 | $18.00 | $10.00 | $20.00 |
| 511E33500 SEMI-INTEGRAL DIAPHRAGM GUIDE | 2 EACH | $2,250 | $3,500 | $2,250 | $2,400 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 332 SY | $27.00 | $20.00 | $20.00 | $21.00 |
| 512E33000 TYPE 2 WATERPROOFING | 225 SY | $15.00 | $20.00 | $23.50 | $25.00 |
| 515E20000 INTERMEDIATE DIAPHRAGMS | 9 EACH | $1,000 | $2,500 | $2,800 | $4,850 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 159 SF | $15.00 | $15.00 | $12.00 | $7.50 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 114 FT | $37.00 | $25.00 | $50.00 | $33.00 |
| 516E44101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LO | 8 EACH | $3,500 | $2,100 | $848 | $2,400 |
| 517E70000 RAILING (TWIN STEEL TUBE) | 191.35 FT | $157 | $155 | $148 | $156 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 115 CY | $75.00 | $95.00 | $74.00 | $85.00 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 217 FT | $15.00 | $15.00 | $14.00 | $15.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 153 FT | $15.00 | $9.00 | $8.00 | $6.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 69 FT | $15.00 | $16.00 | $14.00 | $6.00 |
| 526E90010 TYPE A INSTALLATION | 74 FT | $185 | $185 | $170 | $200 |
| 619E16010 FIELD OFFICE, TYPE B | 8 MNTH | $1,200 | $1,200 | $3,000 | $2,900 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $20,000 | $19,000 | $7,000 | $25,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 515E15080 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 4 EACH | $45,250 | $181k | 7% |
| 515E15090 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM M | 4 EACH | $44,500 | $178k | 7% |
| 511E21522 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 172 CY | $1,025 | $176k | 7% |
| 511E21522 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 166 CY | $1,050 | $174k | 7% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $106,000 | $106k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $100,000 | $100k | 4% |
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 220 CY | $430 | $95k | 4% |
| 511E43512 CLASS QC1 CONCRETE WITH QC/QA, ABUTMENT INCLUDING | 206 CY | $430 | $89k | 4% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $60,000 | $60k | 2% |
| 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1 LS | $60,000 | $60k | 2% |