Fra-SR 3-19.92
Franklin County · est $2.8M
Bid dateThursday, January 11—
Franklin County · est $2.8M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 122 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Kokosing Construction Company INC | % of bid |
|---|---|---|---|---|
| 441E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 2,923 CY | $223 | $245 | 29% |
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 1,975 CY | $210 | $270 | 18% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.50" | 87,065 SY | $3.50 | $3.15 | 13% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $100,000 | $315,603 | 4% |
| 251E01041 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 2,009 SY | $49.00 | $55.00 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $95,000 | $100,000 | 4% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3.00" | 15,651 SY | $6.00 | $4.20 | 4% |
| 507E71200 SPECIAL - PILE ENCASEMENT | 220 FT | $282 | $282 | 3% |
| 251E01041 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 725 SY | $73.00 | $100 | 2% |
| 809E69100 STOP LINE RADAR DETECTION | 5 EACH | $10,000 | $9,600 | 2% |
| 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 252 CY | $190 | $240 | 2% |
| 809E69000 ADVANCE RADAR DETECTION | 4 EACH | $10,000 | $9,900 | 2% |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 119 CY | $330 | $450 | 2% |
| 514E00051 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL, | 869 SF | $37.25 | $37.24 | 1% |
| 606E15050 GUARDRAIL, TYPE MGS | 1,512.5 FT | $21.00 | $19.00 | 1% |
| 644E00300 CENTER LINE | 5.71 MILE | $5,559 | $5,559 | 1% |
| 304E20000 AGGREGATE BASE | 266 CY | $116 | $125 | 1% |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $30,558 | $30,558 | 1% |
| 644E00104 EDGE LINE, 6" | 6.24 MILE | $4,815 | $4,815 | 1% |
| 407E20000 NON-TRACKING TACK COAT | 9,093 GAL | $3.25 | $2.65 | 1% |
| Item | Quantity | R1Shelly & Sands INC | R2Kokosing Construction Company INC |
|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $5,500 | $8,500 |
| 201E11001 CLEARING AND GRUBBING, AS PER PLAN | 1 LS | $3,000 | $1,386 |
| 202E23000 PAVEMENT REMOVED | 124 SY | $17.50 | $30.00 |
| 202E23001 PAVEMENT REMOVED, AS PER PLAN | 863 SY | $23.50 | $40.00 |
| 202E30000 WALK REMOVED | 768 SF | $2.00 | $6.00 |
| 202E30001 WALK REMOVED, AS PER PLAN | 144 SF | $5.00 | $17.00 |
| 202E32000 CURB REMOVED | 26 FT | $23.00 |
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 →
| $50.00 |
| 202E32500 CURB AND GUTTER REMOVED | 437 FT | $5.50 | $14.00 |
| 202E38001 GUARDRAIL REMOVED, AS PER PLAN | 1,575 FT | $2.00 | $2.00 |
| 202E42001 ANCHOR ASSEMBLY REMOVED, TYPE A, AS PER PLAN | 9 EACH | $325 | $325 |
| 202E42011 ANCHOR ASSEMBLY REMOVED, TYPE E, AS PER PLAN | 6 EACH | $180 | $175 |
| 202E42041 ANCHOR ASSEMBLY REMOVED, TYPE T, AS PER PLAN | 2 EACH | $115 | $125 |
| 202E58100 CATCH BASIN REMOVED | 1 EACH | $300 | $700 |
| 202E98200 REMOVAL MISC.: SANDSTONE CURB REMOVED, SALVAGED AN | 224 FT | $18.00 | $30.00 |
| 203E10000 EXCAVATION | 261 CY | $65.00 | $90.00 |
| 203E20000 EMBANKMENT | 54 CY | $35.00 | $50.00 |
| 203E20001 EMBANKMENT, AS PER PLAN | 56 CY | $54.00 | $60.00 |
| 204E10000 SUBGRADE COMPACTION | 1,533 SY | $6.00 | $7.50 |
| 204E13000 EXCAVATION OF SUBGRADE | 62 CY | $60.00 | $50.00 |
| 204E30020 GRANULAR MATERIAL, TYPE C | 62 CY | $88.00 | $80.00 |
| 204E45000 PROOF ROLLING | 4 HOUR | $200 | $200 |
| 204E50000 GEOTEXTILE FABRIC | 186 SY | $1.60 | $2.00 |
| 209E60500 LINEAR GRADING | 6.66 MILE | $3,200 | $750 |
| 606E15150 GUARDRAIL, TYPE MGS HALF POST SPACING | 225 FT | $35.00 | $25.00 |
| 606E26050 ANCHOR ASSEMBLY, MGS TYPE B | 2 EACH | $2,150 | $2,300 |
| 606E26151 ANCHOR ASSEMBLY, MGS TYPE E, AS PER PLAN (MASH2016 | 9 EACH | $2,500 | $2,400 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 6 EACH | $1,200 | $1,300 |
| 606E98000 GUARDRAIL, MISC.: ALTERNATIVE GUARDRAIL PLACEMENT | 100 FT | $20.00 | $19.50 |
| 608E10000 4" CONCRETE WALK | 768 SF | $20.00 | $9.00 |
| 608E52000 CURB RAMP | 144 SF | $40.00 | $19.00 |
| 623E39500 MONUMENT ASSEMBLY ADJUSTED TO GRADE | 4 EACH | $1,000 | $750 |
| 690E50350 SPECIAL - MAILBOX REMOVED AND RESET | 1 EACH | $300 | $450 |
| 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATER | 1 LS | $6,800 | $6,000 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 29 FT | $20.00 | $30.00 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 4 SY | $300 | $250 |
| 659E00300 TOPSOIL | 292 CY | $85.00 | $93.00 |
| 659E10000 SEEDING AND MULCHING | 2,607 SY | $1.40 | $1.40 |
| 659E14000 REPAIR SEEDING AND MULCHING | 80 SY | $1.40 | $1.40 |
| 659E15000 INTER-SEEDING | 80 SY | $1.40 | $1.40 |
| 659E20000 COMMERCIAL FERTILIZER | 0.23 TON | $1,400 | $1,400 |
| 659E31000 LIME | 0.53 ACRE | $100 | $100 |
| 659E35000 WATER | 8.65 MGAL | $2.50 | $1.00 |
| 670E00500 SLOPE EROSION PROTECTION | 927 SY | $2.50 | $2.50 |
| 671E14000 EROSION CONTROL MAT | 958 SY | $1.00 | $2.50 |
| 832E30000 EROSION CONTROL | 5,000 EACH | $1.00 | $1.00 |
| 605E14000 6" BASE PIPE UNDERDRAINS | 684 FT | $25.00 | $16.00 |
| 611E00200 4" CONDUIT, TYPE C | 5 FT | $45.00 | $20.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 21 FT | $40.00 | $20.00 |
| 611E00511 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS, AS PER | 5 FT | $45.00 | $85.00 |
| 611E01500 6" CONDUIT, TYPE F | 10 FT | $25.00 | $12.00 |
| 611E02000 8" CONDUIT, TYPE C | 5 FT | $100 | $25.00 |
| 611E04600 12" CONDUIT, TYPE C | 14 FT | $200 | $215 |
| 611E07400 18" CONDUIT, TYPE B, 706.02 | 5 FT | $650 | $270 |
| 611E97400 CONDUIT, MISC.: TYPE B FOR DRAINAGE DISCHARGE CONT | 10 FT | $75.00 | $100 |
| 611E97400 CONDUIT, MISC.:TYPE C FOR DRAINAGE DISCHARGE CONTI | 10 FT | $105 | $100 |
| 611E97400 CONDUIT, MISC.:TYPE E FOR DRAINAGE DISCHARGE CONTI | 10 FT | $80.00 | $80.00 |
| 611E97400 CONDUIT, MISC.:TYPE F FOR DRAINAGE DISCHARGE CONTI | 10 FT | $80.00 | $80.00 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 4 EACH | $600 | $1,200 |
| 611E98690 CATCH BASIN, MISC.: STANDARD CB PER COC AA-S133A | 1 EACH | $4,000 | $4,500 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 4 EACH | $1,800 | $850 |
| 611E99690 MANHOLE, MISC.: TYPE C MH PER COC AA-S102 | 1 EACH | $5,500 | $4,500 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 2 EACH | $300 | $550 |
| 611E99720 INSPECTION WELL | 1 EACH | $1,200 | $2,500 |
| 253E01001 PAVEMENT REPAIR, AS PER PLAN, 9.0" | 49 SY | $145 | $180 |
| 407E13900 TACK COAT, 702.13 | 709 GAL | $3.25 | $4.00 |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (61 CY | $216 | $410 |
| 441E70500 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449) | — | $313 | $1,200 |
| 441E70700 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (7 CY | $335 | $1,000 |
| 609E12000 COMBINATION CURB AND GUTTER, TYPE 2 | 27 FT | $77.00 | $62.00 |
| 609E26000 CURB, TYPE 6 | 666 FT | $28.00 | $30.00 |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 194 CY | $110 | $100 |
| 874E20000 LONGITUDINAL JOINT PREPARATION | 7,221 FT | $2.30 | $1.00 |
| 638E10480 FIRE HYDRANT REMOVED | 1 EACH | $950 | $1,500 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 4 EACH | $1,200 | $700 |
| 638E11602 SPECIAL - 6" WATER MAIN DIP AND FITTINGS (COL. 801 | 12 FT | $400 | $250 |
| 638E20750 SPECIAL - 6" FIRE HYDRANT (COL. 809) | 1 EACH | $4,903 | $8,000 |
| 638E98000 WATER WORK, MISC.: VALVE BOX ADJUSTED TO GRADE (CO | 28 EACH | $1,000 | $600 |
| 621E00100 RPM | 668 EACH | $39.50 | $39.50 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 668 EACH | $2.00 | $1.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BI-DIRECTIONAL | 33 EACH | $10.00 | $11.00 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 50 FT | $10.00 | $13.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 100 FT | $18.00 | $24.00 |
| 630E80100 SIGN, FLAT SHEET | 86.75 SF | $25.00 | $33.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 5 EACH | $20.00 | $26.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 2 EACH | $50.00 | $66.00 |
| 644E00204 LANE LINE, 6" | 1.52 MILE | $2,290 | $2,290 |
| 644E00404 CHANNELIZING LINE, 12" | 1,957 FT | $2.65 | $2.65 |
| 644E00500 STOP LINE | 374 FT | $9.15 | $9.15 |
| 644E00620 CROSSWALK LINE, 12" | 469 FT | $4.20 | $4.20 |
| 644E00630 CROSSWALK LINE, 24" | 738 FT | $9.00 | $9.00 |
| 644E00700 TRANSVERSE/DIAGONAL LINE | 82 FT | $9.50 | $9.50 |
| 644E01120 SCHOOL SYMBOL MARKING, 120" | 1 EACH | $990 | $990 |
| 644E01300 LANE ARROW | 69 EACH | $98.00 | $98.00 |
| 644E01350 LANE REDUCTION ARROW | 6 EACH | $295 | $295 |
| 644E01510 DOTTED LINE, 6" | 1,625 FT | $1.30 | $1.30 |
| 644E30000 REMOVAL OF PAVEMENT MARKING | 480 FT | $3.00 | $3.00 |
| 647E20080 CROSSWALK LINE, 24", TYPE B90 | 387 FT | $20.80 | $20.80 |
| 625E31511 PULL BOX REMOVED, AS PER PLAN | 17 EACH | $700 | $1,400 |
| 632E26501 DETECTOR LOOP, AS PER PLAN | 2 EACH | $3,000 | $2,600 |
| 632E27200 LOOP DETECTOR TIE IN | 2 EACH | $190 | $100 |
| 410E10001 TRAFFIC COMPACTED SURFACE, TYPE A, AS PER PLAN | 100 CY | $75.00 | $80.00 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 260 HOUR | $104 | $135 |
| 614E12384 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,000 | $3,000 |
| 614E13310 BARRIER REFLECTOR, TYPE 1, BIDIRECTIONAL | 16 EACH | $11.30 | $25.00 |
| 614E13360 OBJECT MARKER, TWO WAY | 16 EACH | $16.50 | $25.00 |
| 614E18600 PORTABLE CHANGEABLE MESSAGE SIGN | 10 SNMT | $1,000 | $850 |
| 614E20560 WORK ZONE LANE LINE, CLASS III, 6", 642 PAINT | 1.52 MILE | $710 | $710 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 6.13 MILE | $1,040 | $1,040 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 6.65 MILE | $780 | $780 |
| 614E23680 WORK ZONE CHANNELIZING LINE, CLASS III, 8", 642 PA | 2,038 FT | $0.85 | $0.85 |
| 614E24610 WORK ZONE DOTTED LINE, CLASS III, 4", 642 PAINT | 609 FT | $0.85 | $0.85 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 374 FT | $3.20 | $3.20 |
| 614E27250 WORK ZONE CROSSWALK LINE, CLASS III, 12", 642 PAIN | 469 FT | $2.00 | $2.00 |
| 614E27260 WORK ZONE CROSSWALK LINE, CLASS III, 24", 642 PAIN | 1,125 FT | $2.30 | $2.35 |
| 614E30650 WORK ZONE ARROW, CLASS III, 642 PAINT | 6 EACH | $65.00 | $65.00 |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 650 FT | $27.00 | $42.00 |
| 503E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN | 1 LS | $18,876 | $18,876 |
| 509E10001 EPOXY COATED STEEL REINFORCEMENT, AS PER PLAN | 2,176 LB | $2.95 | $2.92 |
| 513E20000 WELDED STUD SHEAR CONNECTORS | 144 EACH | $22.60 | $22.60 |
| 516E31200 SPECIAL - SAWING AND SEALING BITUMINOUS CONCRETE J | 240 FT | $22.70 | $22.70 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $12,000 | $15,000 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $25,000 | $10,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 2,923 CY | $223 | $652k | 22% |
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 1,975 CY | $210 | $415k | 14% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.50" | 87,065 SY | $3.5 | $305k | 10% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $100,000 | $100k | 3% |
| 251E01041 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 2,009 SY | $49 | $98k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $95,000 | $95k | 3% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 3.00" | 15,651 SY | $6 | $94k | 3% |
| 507E71200 SPECIAL - PILE ENCASEMENT | 220 FT | $281.6 | $62k | 2% |
| 251E01041 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 725 SY | $73 | $53k | 2% |
| 809E69100 STOP LINE RADAR DETECTION | 5 EACH | $10,000 | $50k | 2% |