Lic-SR 37-19.18 (Part 1)
Licking County · est $5.2M
Bid dateThursday, January 16—
Licking County · est $5.2M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 115 more items below.
| Item | Quantity | R1Complete General Construction Company | R2George J Igel & CO INC | R3Shelly & Sands INC | % of bid |
|---|---|---|---|---|---|
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 3,623 FT | $235 | $175 | $250 | 21% |
| 511E32211 CLASS QC2 CONCRETE, SUPERSTRUCTURE, AS PER PLAN | 283 CY | $1,500 | $1,450 | $1,450 | 10% |
| 614E15000 SPECIAL - CALENDAR DAYS OF CONTRACT TIME FOR OPENI | 5,000 DLR | $57.00 | $55.00 | $60.00 | 7% |
| 611E71001 CONDUIT, TYPE A, PRECAST REINFORCED CONCRETE ARCH | 66 FT | $4,200 | $4,850 | $8,500 | 7% |
| 511E71200 CONCRETE, MISC.:PNEUMATICALLY PLACED CONCRETE - SH | 5,136 SF | $50.00 | $76.00 | $75.00 | 6% |
| 507E00400 STEEL PILES, MISC.:W27X94, FURNISHED AND INSTALLED | 3,570 FT | $70.00 | $80.00 | $75.00 | 6% |
| 624E10000 |
| Item | Quantity | R1Complete General Construction Company | R2George J Igel & CO INC | R3Shelly & Sands INC |
|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $10,000 | $20,000 | $25,000 |
| 202E23500 WEARING COURSE REMOVED | 711 SY | $20.00 | $4.50 | $13.00 |
| 202E38000 GUARDRAIL REMOVED | 350 FT | $2.00 | $3.50 | $3.50 |
| 203E10001 EXCAVATION, AS PER PLAN | 18 CY | $200 | $70.00 | $100 |
| 204E10000 SUBGRADE COMPACTION | 258 SY | $9.00 | $6.00 | $9.00 |
| 209E15000 |
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 LS |
| $247,500 |
| $250,000 |
| $300,000 |
| 6% |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $215,000 | $180,000 | $250,000 | 5% |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $200,000 | $280,000 | $470,000 | 5% |
| 509E26000 GALVANIZED STEEL REINFORCEMENT | 73,463 LB | $2.00 | $2.00 | $1.80 | 4% |
| 253E02000 PAVEMENT REPAIR | 375 CY | $348 | $320 | $348 | 3% |
| 851E10000 PRECAST GRAVITY AND SEMIGRAVITY RETAINING WALL | 734 SF | $175 | $121 | $175 | 3% |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 218 FT | $475 | $460 | $452 | 3% |
| 526E25011 REINFORCED CONCRETE APPROACH SLABS WITH QC/QA (T=1 | 238 SY | $425 | $460 | $550 | 2% |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 125 CY | $800 | $820 | $800 | 2% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 314 CY | $237 | $225 | $237 | 2% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 306 CY | $239 | $210 | $239 | 2% |
| 511E43510 CLASS QC1 CONCRETE, ABUTMENT INCLUDING FOOTING | 39 CY | $1,825 | $1,350 | $2,200 | 2% |
| 441E70100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 252 CY | $260 | $250 | $260 | 2% |
| 202E11002 STRUCTURE REMOVED, OVER 20 FOOT SPAN | 1 LS | $50,000 | $120,000 | $75,000 | 1% |
| 2.75 STA |
| $60.00 |
| $50.00 |
| $50.00 |
| 209E70000 BORROW | 20 CY | $50.00 | $23.00 | $60.00 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 206 FT | $19.50 | $23.00 | $22.50 |
| 606E26050 ANCHOR ASSEMBLY, MGS TYPE B | 2 EACH | $2,460 | $2,500 | $2,500 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 2 EACH | $2,520 | $2,600 | $2,600 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 2 EACH | $1,380 | $1,250 | $1,250 |
| 606E34600 MGS BRIDGE TERMINAL ASSEMBLY, TYPE TST-2 | 4 EACH | $2,550 | $2,600 | $2,600 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 7 SY | $150 | $200 | $150 |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 243 CY | $95.00 | $83.00 | $125 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 4 EACH | $200 | $435 | $410 |
| 659E00510 SEEDING AND MULCHING, CLASS 2 | 1,500 SY | $2.42 | $4.00 | $2.42 |
| 659E20000 COMMERCIAL FERTILIZER | 0.21 TON | $866 | $866 | $866 |
| 659E31000 LIME | 0.32 ACRE | $150 | $150 | $150 |
| 659E35000 WATER | 8.1 MGAL | $1.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 1,100 EACH | $1.00 | $1.00 | $1.00 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 130 FT | $8.00 | $2.00 | $5.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (3" THICKNESS) | 4,006 SY | $4.50 | $4.00 | $4.50 |
| 304E20000 AGGREGATE BASE | 61 CY | $95.00 | $80.00 | $150 |
| 407E20000 NON-TRACKING TACK COAT | 757 GAL | $3.90 | $6.00 | $3.90 |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (206 CY | $210 | $250 | $210 |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 30 CY | $200 | $100 | $140 |
| 690E12050 SPECIAL - REINFORCED MESH FOR TRANSVERSE AND/OR LO | 76 SY | $30.00 | $70.00 | $30.00 |
| 621E00100 RPM | 14 EACH | $297 | $220 | $220 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 14 EACH | $75.00 | $15.00 | $20.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 14 EACH | $12.20 | $12.00 | $12.00 |
| 630E03101 GROUND MOUNTED SUPPORT, NO. 3 POST, AS PER PLAN | 48 FT | $17.50 | $18.00 | $18.00 |
| 630E80100 SIGN, FLAT SHEET | 12 SF | $25.00 | $25.00 | $25.00 |
| 642E00100 EDGE LINE, 4", TYPE 1 | 3 MILE | $765 | $700 | $700 |
| 642E00300 CENTER LINE, TYPE 1 | 3.75 MILE | $1,550 | $1,392 | $1,392 |
| 646E10010 EDGE LINE, 6" | 0.49 MILE | $8,695 | $10,175 | $10,175 |
| 646E10200 CENTER LINE | 0.26 MILE | $11,255 | $13,700 | $13,700 |
| 646E10400 STOP LINE | 31 FT | $15.00 | $10.00 | $10.00 |
| 646E20000 RAILROAD SYMBOL MARKING | 1 EACH | $750 | $1,500 | $1,500 |
| 202E22900 APPROACH SLAB REMOVED | 222 SY | $75.00 | $45.00 | $30.00 |
| 202E38500 BRIDGE RAILING REMOVED | 238 FT | $4.40 | $10.00 | $10.00 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $35,000 | $50,000 | $30,000 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 362 EACH | $25.00 | $33.00 | $30.00 |
| 516E13201 1/2" PREFORMED EXPANSION JOINT FILLER, AS PER PLAN | 152 SF | $15.00 | $27.00 | $9.00 |
| 516E13601 1" PREFORMED EXPANSION JOINT FILLER, AS PER PLAN | 262 SF | $20.00 | $32.00 | $10.00 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 136 FT | $42.50 | $37.00 | $42.00 |
| 516E31011 2" DEEP JOINT SEALER, AS PER PLAN | 114 FT | $24.00 | $30.00 | $24.00 |
| 516E42000 ELASTOMERIC BEARING PAD, MISC.: (1 1/2" x 8" x 2'- | 34 EACH | $725 | $340 | $260 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 47 CY | $145 | $130 | $150 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 212 FT | $15.50 | $15.00 | $15.50 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 148 FT | $15.00 | $12.00 | $6.00 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 60 FT | $20.00 | $19.00 | $6.00 |
| 410E13000 TRAFFIC COMPACTED SURFACE, TYPE C | 30 CY | $115 | $88.00 | $115 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 100 HOUR | $92.00 | $100 | $110 |
| 614E12421 DETOUR SIGNING, AS PER PLAN | 1 LS | $6,060 | $8,000 | $5,000 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 15 CY | $750 | $420 | $400 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 18 SNMT | $1,000 | $530 | $1,250 |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $45,000 | $55,000 | $47,000 |
| 202E23000 PAVEMENT REMOVED | 769 SY | $20.00 | $19.00 | $15.00 |
| 202E38000 GUARDRAIL REMOVED | 391 FT | $2.00 | $3.50 | $3.50 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 3 EACH | $145 | $225 | $225 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 1 EACH | $95.00 | $150 | $150 |
| 202E75000 FENCE REMOVED | 803 FT | $4.50 | $5.00 | $5.00 |
| 203E10000 EXCAVATION | 200 CY | $20.00 | $33.00 | $40.00 |
| 203E20000 EMBANKMENT | 355 CY | $25.00 | $15.00 | $50.00 |
| 606E15050 GUARDRAIL, TYPE MGS | 337.5 FT | $18.60 | $25.00 | $25.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 1 EACH | $2,520 | $2,600 | $2,600 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 3 EACH | $1,380 | $1,250 | $1,250 |
| 623E50000 PRECONSTRUCTION SURVEY MONUMENT VERIFICATION AND R | 1 LS | $4,000 | $1,950 | $2,500 |
| 623E51000 POST CONSTRUCTION SURVEY MONUMENT VERIFICATION AND | 1 LS | $4,000 | $1,950 | $2,500 |
| 252E01500 FULL DEPTH PAVEMENT SAWING | 57 FT | $2.00 | $2.00 | $5.00 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $125 | $125 | $125 |
| 659E00300 TOPSOIL | 275 CY | $50.00 | $60.00 | $40.00 |
| 659E00530 SEEDING AND MULCHING, CLASS 3B | 4,071 SY | $1.02 | $2.40 | $1.03 |
| 659E14000 REPAIR SEEDING AND MULCHING | 124 SY | $1.80 | $1.80 | $1.80 |
| 659E15000 INTER-SEEDING | 124 SY | $1.80 | $1.80 | $1.80 |
| 659E20000 COMMERCIAL FERTILIZER | 0.33 TON | $912 | $912 | $912 |
| 659E31000 LIME | 0.51 ACRE | $159 | $159 | $159 |
| 659E35000 WATER | 14 MGAL | $1.00 | $1.00 | $1.00 |
| 832E30000 EROSION CONTROL | 10,000 EACH | $1.00 | $1.00 | $1.00 |
| 601E32004 ROCK CHANNEL PROTECTION, TYPE A WITH GEOTEXTILE FA | 301 CY | $90.00 | $100 | $120 |
| 204E10000 SUBGRADE COMPACTION | 873 SY | $7.00 | $3.00 | $8.00 |
| 253E02000 PAVEMENT REPAIR | 125 CY | $348 | $320 | $348 |
| 304E20000 AGGREGATE BASE | 200 CY | $95.00 | $88.00 | $140 |
| 407E20000 NON-TRACKING TACK COAT | 149 GAL | $3.90 | $6.00 | $3.90 |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 25 CY | $380 | $350 | $380 |
| 441E70100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 30 CY | $325 | $370 | $325 |
| 441E70200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 449 (40 CY | $310 | $375 | $310 |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 19 CY | $250 | $160 | $187 |
| 621E00100 RPM | 3 EACH | $297 | $220 | $220 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 3 EACH | $150 | $34.00 | $45.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2(BI-DIRECTIONAL) | 8 EACH | $12.25 | $12.00 | $12.00 |
| 642E00100 EDGE LINE, 4", TYPE 1 | 1 MILE | $765 | $700 | $700 |
| 642E00300 CENTER LINE, TYPE 1 | 1.25 MILE | $1,550 | $1,392 | $1,392 |
| 646E10010 EDGE LINE, 6" | 0.1 MILE | $8,695 | $10,175 | $10,175 |
| 646E10200 CENTER LINE (DOUBLE YELLOW) | 0.05 MILE | $11,255 | $13,700 | $13,700 |
| 646E10400 STOP LINE | 24 FT | $15.00 | $10.00 | $10.00 |
| 503E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1 LS | $50,000 | $400,000 | $300,000 |
| 509E26000 GALVANIZED STEEL REINFORCEMENT | 7,442 LB | $2.00 | $2.00 | $1.80 |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 3 CY | $3,500 | $3,200 | $2,925 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 641 SY | $13.50 | $13.00 | $13.50 |
| 512E33000 TYPE 2 WATERPROOFING | 402 SY | $24.00 | $24.00 | $24.00 |
| 516E13601 1" PREFORMED EXPANSION JOINT FILLER, AS PER PLAN | 62 SF | $30.00 | $32.00 | $6.00 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 33 CY | $175 | $170 | $188 |
| 518E40001 6" PERFORATED CORRUGATED PLASTIC PIPE, AS PER PLAN | 223 FT | $10.00 | $25.00 | $16.00 |
| 851E14000 ON-SITE ASSISTANCE | 2 DAY | $750 | $1.00 | $2,200 |
| 851E15500 PGSRW INSPECTION AND COMPACTION TESTING | 1 LS | $8,800 | $11,500 | $4,900 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 100 HOUR | $80.00 | $100 | $110 |
| 614E12421 DETOUR SIGNING, AS PER PLAN | 1 LS | $5,000 | $8,000 | $5,000 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 5 CY | $750 | $460 | $560 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 18 SNMT | $1,000 | $530 | $1,250 |
| 616E10000 WATER | 6 MGAL | $100 | $46.00 | $60.00 |
| 100E00300 PREMIUM ON RAILROADS' PROTECTIVE PUBLIC LIABILITY | 1 LS | $20,000 | $10,300 | $16,000 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $27,000 | $23,000 | $35,000 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $15,000 | $35,000 | $30,000 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $30,000 | $60,000 | $100,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 524E94703 DRILLED SHAFTS, 36" DIAMETER, ABOVE BEDROCK, AS PE | 3,623 FT | $235 | $851k | 17% |
| 511E32211 CLASS QC2 CONCRETE, SUPERSTRUCTURE, AS PER PLAN | 283 CY | $1,500 | $425k | 9% |
| 614E15000 SPECIAL - CALENDAR DAYS OF CONTRACT TIME FOR OPENI | 5,000 DLR | $57 | $285k | 6% |
| 611E71001 CONDUIT, TYPE A, PRECAST REINFORCED CONCRETE ARCH | 66 FT | $4,200 | $277k | 6% |
| 511E71200 CONCRETE, MISC.:PNEUMATICALLY PLACED CONCRETE - SH | 5,136 SF | $50 | $257k | 5% |
| 507E00400 STEEL PILES, MISC.:W27X94, FURNISHED AND INSTALLED | 3,570 FT | $70 | $250k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $247,500 | $248k | 5% |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | 1 LS | $215,000 | $215k | 4% |
| 503E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | 1 LS | $200,000 | $200k | 4% |
| 509E26000 GALVANIZED STEEL REINFORCEMENT | 73,463 LB | $2 | $147k | 3% |