Gue-IR 70-01.26
Guernsey County · est $1.4M
Bid dateThursday, November 30—
Guernsey County · est $1.4M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 58 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Bcc Ohio INC | R3Complete General Construction Company | R4J & J Bridge Company INC | % of bid |
|---|---|---|---|---|---|---|
| 441E70100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 937 CY | $270 | $284 | $270 | $275 | 21% |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN (SUPERS | 68 CY | $1,600 | $1,064 | $1,300 | $1,500 | 9% |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN (SUPERS | 52 CY | $1,650 | $1,165 | $1,300 | $1,500 | 7% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.5" | 22,487 SY | $3.75 | $3.94 | $3.75 | $3.50 | 7% |
| 511E32210 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 45 CY | $1,700 | $1,736 | $2,600 | $2,000 | 6% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $75,000 | $75,168 | $80,000 |
| Item | Quantity | R1Shelly & Sands INC | R2Bcc Ohio INC | R3Complete General Construction Company | R4J & J Bridge Company INC |
|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $4,600 | $4,620 | $5,000 | $2,000 |
| 202E23500 WEARING COURSE REMOVED | 277 SY | $15.00 | $45.43 | $32.00 | $30.00 |
| 202E38000 GUARDRAIL REMOVED | 1,770 FT | $2.00 | $3.15 | $2.00 | $2.00 |
| 203E10001 EXCAVATION, AS PER PLAN | 29 CY | $30.00 | $46.20 | $140 | $200 |
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 →
| $60,000 |
| 6% |
| 511E32210 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 33 CY | $1,750 | $1,781 | $2,600 | $2,000 | 5% |
| 511E71100 CONCRETE, MISC.: PUMPED SELF CONSOLIDATING CONCRET | 32 CY | $1,750 | $2,363 | $2,800 | $2,500 | 5% |
| 511E71100 CONCRETE, MISC.: PUMPED SELF CONSOLIDATING CONCRET | 30 CY | $1,750 | $2,484 | $2,800 | $2,500 | 4% |
| 511E34448 CLASS QC2 CONCRETE, BRIDGE DECK (PARAPET) | 42 CY | $1,000 | $1,536 | $1,600 | $1,500 | 4% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 27,156 LB | $1.50 | $1.88 | $1.88 | $1.57 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $40,000 | $31,816 | $40,000 | $63,500 | 3% |
| 511E34448 CLASS QC2 CONCRETE, BRIDGE DECK (PARAPET) | 33 CY | $1,000 | $1,637 | $1,600 | $1,500 | 3% |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 21,670 LB | $1.50 | $1.88 | $1.88 | $1.57 | 3% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (36 CY | $800 | $840 | $800 | $850 | 2% |
| 606E15050 GUARDRAIL, TYPE MGS | 1,487.5 FT | $19.00 | $35.44 | $18.40 | $17.68 | 2% |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $24,500 | $2,880 | $500 | $25,000 | 2% |
| 441E70200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 449 (42 CY | $500 | $525 | $500 | $600 | 2% |
| 622E41100 PORTABLE BARRIER, UNANCHORED | 1,008 FT | $19.00 | $19.96 | $25.00 | $20.00 | 2% |
| 614E12800 WORK ZONE RAISED PAVEMENT MARKER | 1,450 EACH | $13.00 | $12.60 | $12.00 | $12.00 | 2% |
| 9 CY |
| $30.00 |
| $34.65 |
| $45.00 |
| $200 |
| 204E10000 SUBGRADE COMPACTION | 52 SY | $6.00 | $2.94 | $9.00 | $15.00 |
| 209E15000 RESHAPING UNDER GUARDRAIL | 18 STA | $30.00 | $99.75 | $40.00 | $50.00 |
| 606E26050 ANCHOR ASSEMBLY, MGS TYPE B | 3 EACH | $2,300 | $2,704 | $2,180 | $2,050 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 1 EACH | $2,700 | $2,573 | $2,520 | $2,300 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $1,290 | $1,260 | $1,360 | $1,100 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $2,665 | $2,468 | $2,340 | $1,950 |
| 606E35102 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 1 EACH | $500 | $788 | $685 | $380 |
| 609E23001 COMBINATION CURB AND GUTTER, TYPE 4, AS PER PLAN | 72 FT | $100 | $70.72 | $200 | $140 |
| 601E20001 CRUSHED AGGREGATE SLOPE PROTECTION, AS PER PLAN | 36 SY | $90.00 | $117 | $128 | $200 |
| 659E00510 SEEDING AND MULCHING, CLASS 2 | 1,725 SY | $2.00 | $3.10 | $2.49 | $1.50 |
| 659E20000 COMMERCIAL FERTILIZER | 0.23 TON | $1,000 | $604 | $934 | $2,000 |
| 659E31000 LIME | 0.36 ACRE | $170 | $26.25 | $158 | $1,000 |
| 659E35000 WATER | 5 MGAL | $1.00 | $1.05 | $1.00 | $10.00 |
| 832E30000 EROSION CONTROL | 1,200 EACH | $1.00 | $1.00 | $1.00 | $1.00 |
| 255E20000 FULL DEPTH PAVEMENT SAWING | 89 FT | $5.00 | $11.55 | $5.00 | $10.00 |
| 304E20000 AGGREGATE BASE | 6 CY | $225 | $198 | $225 | $225 |
| 407E20000 NON-TRACKING TACK COAT | 1,394 GAL | $3.25 | $3.41 | $3.25 | $4.00 |
| 618E40600 RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 1.73 MILE | $4,200 | $4,016 | $5,300 | $1,000 |
| 621E00100 RPM | 47 EACH | $120 | $116 | $110 | $110 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 47 EACH | $17.00 | $22.01 | $18.00 | $10.00 |
| 626E00102 BARRIER REFLECTOR, TYPE 1 (ONE WAY) | 10 EACH | $11.00 | $10.50 | $11.20 | $22.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (ONE WAY) | 24 EACH | $11.00 | $10.50 | $12.00 | $26.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 4 EACH | $50.00 | $247 | $235 | $50.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 2.4 MILE | $1,750 | $1,733 | $1,650 | $1,650 |
| 642E00204 LANE LINE, 6", TYPE 1 | 1.2 MILE | $1,750 | $1,706 | $1,625 | $1,625 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 60 HOUR | $75.00 | $84.00 | $85.00 | $100 |
| 614E12380 WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS | — | $2,250 | $2,352 | $2,240 | $2,480 |
| 614E12484 WORK ZONE INCREASED PENALTIES SIGN | 4 EACH | $130 | $131 | $260 | $125 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 10 CY | $400 | $912 | $285 | $200 |
| 614E13310 BARRIER REFLECTOR, TYPE 1 (ONE WAY) | 50 EACH | $23.00 | $23.10 | $19.00 | $22.00 |
| 614E13312 BARRIER REFLECTOR, TYPE 2 (ONE WAY) | 24 EACH | $28.00 | $27.30 | $20.00 | $26.00 |
| 614E13350 OBJECT MARKER, ONE WAY | 74 EACH | $26.00 | $26.25 | $20.00 | $25.00 |
| 614E18600 PORTABLE CHANGEABLE MESSAGE SIGN | 6 SNMT | $1,800 | $1,890 | $1,800 | $1,800 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 4.36 MILE | $1,800 | $1,838 | $1,750 | $1,750 |
| 614E23000 WORK ZONE CHANNELIZING LINE, CLASS I, 8" | 11,533 FT | $0.75 | $0.63 | $0.60 | $0.60 |
| 622E41110 PORTABLE BARRIER, ANCHORED | 480 FT | $30.00 | $51.80 | $33.00 | $42.00 |
| 808E18700 DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 6 SNMT | $1,000 | $1,050 | $1,000 | $1,000 |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN (SUBSTR | 2 CY | $1,500 | $3,497 | $5,500 | $5,000 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 3,849 FT | $2.00 | $2.49 | $1.95 | $1.85 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 292 EACH | $30.00 | $28.83 | $15.00 | $18.00 |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 1 CY | $5,000 | $9,169 | $4,700 | $3,500 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 570 SY | $20.00 | $37.17 | $20.29 | $34.00 |
| 516E13601 1" PREFORMED EXPANSION JOINT FILLER, AS PER PLAN | 9 SF | $75.00 | $58.50 | $25.00 | $35.00 |
| 519E11100 PATCHING CONCRETE STRUCTURE | 12 SF | $250 | $116 | $325 | $600 |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN (SUBSTR | 2 CY | $1,650 | $3,497 | $5,500 | $5,000 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $15,000 | $2,880 | $500 | $25,000 |
| 509E30020 NO. 4 DEFORMED GFRP REINFORCEMENT | 3,131 FT | $2.00 | $2.49 | $1.95 | $1.85 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 292 EACH | $30.00 | $28.83 | $14.04 | $18.00 |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 1 CY | $5,000 | $9,169 | $4,700 | $3,500 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 456 SY | $20.00 | $37.17 | $20.29 | $34.00 |
| 516E13601 1" PREFORMED EXPANSION JOINT FILLER, AS PER PLAN | 8 SF | $50.00 | $65.81 | $25.00 | $35.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $5,000 | $19,135 | $11,000 | $75,200 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $4,000 | $4,515 | $5,000 | $3,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E70100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 937 CY | $270 | $253k | 18% |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN (SUPERS | 68 CY | $1,600 | $109k | 8% |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN (SUPERS | 52 CY | $1,650 | $86k | 6% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.5" | 22,487 SY | $3.75 | $84k | 6% |
| 511E32210 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 45 CY | $1,700 | $77k | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $75,000 | $75k | 5% |
| 511E32210 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 33 CY | $1,750 | $58k | 4% |
| 511E71100 CONCRETE, MISC.: PUMPED SELF CONSOLIDATING CONCRET | 32 CY | $1,750 | $56k | 4% |
| 511E71100 CONCRETE, MISC.: PUMPED SELF CONSOLIDATING CONCRET | 30 CY | $1,750 | $53k | 4% |
| 511E34448 CLASS QC2 CONCRETE, BRIDGE DECK (PARAPET) | 42 CY | $1,000 | $42k | 3% |