Lic-SR 657-09.78
Licking County · est $0.9M
Bid dateThursday, June 18—
Licking County · est $0.9M
Published by ODOT on this contract’s Proposal PDF · EDGE Goal: 9%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 49 more items below.
| Item | Quantity | R1Complete General Construction Company | R2Shelly & Sands INC | R3Rietschlin Construction INC | R4Armstrong Steel Erectors INC | R5Double Z Construction Company | % of bid |
|---|---|---|---|---|---|---|---|
| 511E32212 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 281 CY | $750 | $830 | $800 | $850 | $890 | 28% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 72,740 LB | $0.90 | $0.87 | $1.00 | $0.80 | $1.00 | 9% |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 63 CY | $850 | $1,300 | $550 | $750 | $875 | 7% |
| Item | Quantity | R1Complete General Construction Company | R2Shelly & Sands INC | R3Rietschlin Construction INC | R4Armstrong Steel Erectors INC | R5Double Z Construction Company |
|---|---|---|---|---|---|---|
| 202E38000 GUARDRAIL REMOVED | 1,000 FT | $1.80 | $2.80 | $3.00 | $2.80 | $1.80 |
| 203E10000 EXCAVATION | 347 CY | $20.00 | $24.00 | $23.00 | $20.00 | $30.00 |
| 203E20000 EMBANKMENT | 236 CY | $25.00 | $22.00 | $20.00 | $20.00 | $20.00 |
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 →
| 43 CY |
| $1,100 |
| $475 |
| $800 |
| $250 |
| $1,200 |
| 6% |
| 517E70001 RAILING (TWIN STEEL TUBE), AS PER PLAN | 248 FT | $165 | $145 | $160 | $145 | $155 | 5% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $40,000 | $26,000 | $20,500 | $65,000 | $30,000 | 5% |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN (SUPER | 215 CY | $180 | $250 | $375 | $230 | $300 | 5% |
| 503E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1 LS | $38,000 | $24,500 | $40,000 | $48,000 | $34,000 | 5% |
| 511E42510 CLASS QC1 CONCRETE, PIER CAP | 25 CY | $1,500 | $1,400 | $1,300 | $1,350 | $1,500 | 5% |
| 526E15011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 143 SY | $235 | $300 | $200 | $325 | $250 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $20,000 | $20,000 | $30,000 | $20,000 | $50,000 | 3% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 90 CY | $208 | $208 | $227 | $208 | $208 | 2% |
| 507E71200 SPECIAL - PILE ENCASEMENT | 124 FT | $150 | $160 | $110 | $250 | $110 | 2% |
| 606E15050 GUARDRAIL, TYPE MGS | 1,000 FT | $16.80 | $16.50 | $18.00 | $16.50 | $16.80 | 2% |
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 56 CY | $247 | $297 | $324 | $297 | $297 | 2% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (65 CY | $209 | $260 | $284 | $260 | $260 | 2% |
| 516E14600 STRUCTURAL JOINT OR JOINT SEALER, MISC.: ANGLE ST | 74 FT | $180 | $261 | $234 | $325 | $225 | 2% |
| 304E20000 AGGREGATE BASE | 97 CY | $105 | $100 | $85.00 | $125 | $98.00 | 1% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $9,000 | $4,500 | $9,400 | $5,000 | $8,000 | 1% |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 6 SNMT | $1,500 | $950 | $1,036 | $700 | $950 | 1% |
| 204E10000 SUBGRADE COMPACTION |
| 641 SY |
| $7.00 |
| $5.00 |
| $2.75 |
| $10.00 |
| $5.00 |
| 209E15000 RESHAPING UNDER GUARDRAIL | 1.6 STA | $35.00 | $700 | $835 | $700 | $35.00 |
| 209E70000 BORROW | 20 CY | $78.50 | $15.00 | $70.00 | $15.00 | $50.00 |
| 606E26050 ANCHOR ASSEMBLY, MGS TYPE B | 1 EACH | $1,880 | $1,800 | $1,962 | $1,800 | $1,880 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (NCHRP 350 OR MASH 20 | 1 EACH | $2,375 | $2,250 | $2,453 | $2,250 | $2,375 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH | $985 | $900 | $981 | $900 | $985 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $2,120 | $1,980 | $2,160 | $1,980 | $2,120 |
| 601E20000 CRUSHED AGGREGATE SLOPE PROTECTION | 1 SY | $250 | $118 | $224 | $380 | $400 |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 92 CY | $90.00 | $65.00 | $101 | $125 | $95.00 |
| 659E00530 SEEDING AND MULCHING, CLASS 3B | 2,202 SY | $1.40 | $1.40 | $2.50 | $1.40 | $5.00 |
| 659E20000 COMMERCIAL FERTILIZER | 0.3 TON | $610 | $610 | $750 | $610 | $500 |
| 659E31000 LIME | 0.05 ACRE | $75.00 | $75.00 | $150 | $75.00 | $20.00 |
| 659E35000 WATER | 12 MGAL | $1.00 | $1.00 | $20.00 | $1.00 | $8.50 |
| 832E30000 EROSION CONTROL | 6,500 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (3.25 INCHES) | 1,337 SY | $4.25 | $6.70 | $7.50 | $6.70 | $6.70 |
| 255E20000 FULL DEPTH PAVEMENT SAWING | 733 FT | $1.00 | $1.00 | $1.25 | $1.00 | $2.50 |
| 407E20000 NON-TRACKING TACK COAT | 173 GAL | $3.33 | $3.25 | $3.50 | $3.25 | $3.25 |
| 690E12050 SPECIAL - REINFORCED MESH FOR TRANSVERSE AND/OR LO | 42 SY | $64.35 | $58.00 | $52.00 | $58.00 | $58.00 |
| 690E13000 SPECIAL - RUMBLE STRIPS(TRANSVERSE) | 236 FT | $15.00 | $14.00 | $18.00 | $14.00 | $18.00 |
| 621E00100 RPM | 15 EACH | $250 | $150 | $164 | $196 | $215 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 15 EACH | $20.00 | $12.00 | $47.00 | $50.00 | $15.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 15 EACH | $7.60 | $8.50 | $9.50 | $8.50 | $7.60 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 121 FT | $14.00 | $12.75 | $14.00 | $12.75 | $14.00 |
| 630E80100 SIGN, FLAT SHEET | 12 SF | $18.00 | $20.00 | $22.00 | $20.00 | $18.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 4 EACH | $10.00 | $20.00 | $22.00 | $20.00 | $10.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 5 EACH | $65.00 | $45.00 | $50.00 | $45.00 | $65.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.2 MILE | $990 | $990 | $6,900 | $990 | $4,950 |
| 642E00300 CENTER LINE, TYPE 1 | 0.1 MILE | $990 | $990 | $9,200 | $990 | $9,400 |
| 410E13000 TRAFFIC COMPACTED SURFACE, TYPE C | 20 CY | $95.00 | $63.00 | $61.00 | $75.00 | $45.00 |
| 614E12421 DETOUR SIGNING, AS PER PLAN | 1 LS | $7,000 | $3,200 | $3,400 | $2,845 | $10,000 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 20 CY | $300 | $200 | $218 | $250 | $150 |
| 202E22900 APPROACH SLAB REMOVED | 156 SY | $50.00 | $25.00 | $29.00 | $50.00 | $45.00 |
| 202E38500 BRIDGE RAILING REMOVED | 238 FT | $4.00 | $14.00 | $9.00 | $7.50 | $10.00 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 188 SY | $11.50 | $11.50 | $12.75 | $11.50 | $11.50 |
| 516E13201 1/2" PREFORMED EXPANSION JOINT FILLER, AS PER PLAN | 61 SF | $20.00 | $8.00 | $22.00 | $6.00 | $14.00 |
| 516E13601 1" PREFORMED EXPANSION JOINT FILLER, AS PER PLAN | 90 SF | $20.00 | $8.00 | $17.00 | $10.00 | $16.00 |
| 516E14014 INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 105 FT | $60.00 | $31.00 | $26.00 | $35.00 | $25.00 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN | 74 FT | $22.00 | $22.00 | $24.00 | $35.00 | $25.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 56 CY | $125 | $96.00 | $72.00 | $150 | $115 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 287 FT | $14.00 | $14.00 | $14.00 | $25.00 | $15.00 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 109 FT | $10.00 | $8.00 | $14.00 | $10.00 | $10.00 |
| 518E40012 6" NON-PERFORATED CORRUGATED PLASTIC PIPE | 32 FT | $12.00 | $8.00 | $28.00 | $15.00 | $18.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $9,000 | $5,500 | $10,000 | $8,206 | $6,000 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $5,000 | $3,700 | $10,900 | $10,000 | $2,500 |
| 619E16000 FIELD OFFICE, TYPE A | 4 MNTH | $1,500 | $3,000 | $2,000 | $1,750 | $1,400 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $3,000 | $15,000 | $4,500 | $5,000 | $9,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 511E32212 CLASS QC2 CONCRETE WITH QC/QA, SUPERSTRUCTURE | 281 CY | $750 | $211k | 24% |
| 509E10000 EPOXY COATED REINFORCING STEEL | 72,740 LB | $0.9 | $65k | 7% |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 63 CY | $850 | $54k | 6% |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN (SUBST | 43 CY | $1,100 | $47k | 5% |
| 517E70001 RAILING (TWIN STEEL TUBE), AS PER PLAN | 248 FT | $165 | $41k | 5% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $40,000 | $40k | 4% |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN (SUPER | 215 CY | $180 | $39k | 4% |
| 503E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1 LS | $38,000 | $38k | 4% |
| 511E42510 CLASS QC1 CONCRETE, PIER CAP | 25 CY | $1,500 | $38k | 4% |
| 526E15011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 143 SY | $235 | $34k | 4% |