Gal-SR 7-05.22
Gallia County · est $8.3M
Bid dateThursday, January 28—
Gallia County · est $8.3M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 8.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 84 more items below.
| Item | Quantity | R1Allard Excavation LLC | R2Shelly Company | R3Eclipse CO LLC | R4D G M INC | % of bid |
|---|---|---|---|---|---|---|
| 302E46001 ASPHALT CONCRETE BASE, AS PER PLAN (4.0") | 10,601 CY | $132 | $126 | $136 | $143 | 20% |
| 304E20000 AGGREGATE BASE | 18,007 CY | $55.00 | $56.50 | $60.50 | $67.50 | 14% |
| 442E10100 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 4,499 CY | $152 | $147 | $157 | $164 | 10% |
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 3,877 CY | $170 | $162 | $175 | $183 | 10% |
| Item | Quantity | R1Allard Excavation LLC | R2Shelly Company | R3Eclipse CO LLC | R4D G M INC |
|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $17,000 | $15,000 | $45,000 | $50,000 |
| 202E20010 HEADWALL REMOVED | 26 EACH | $150 | $350 | $422 | $200 |
| 202E32700 GUTTER REMOVED | 352 SY | $6.25 | $7.00 | $19.00 | $5.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 6,388 FT | $6.75 | $31.75 | $20.00 | $12.50 |
| 202E35101 PIPE REMOVED, 24" AND UNDER, AS PER PLAN | 29,100 FT | $1.30 |
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 →
| 39,988 CY |
| $14.75 |
| $22.50 |
| $17.50 |
| $15.00 |
| 9% |
| 206E10500 CEMENT | 2,586 TON | $150 | $157 | $163 | $157 | 6% |
| 605E14020 6" BASE PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 39,880 FT | $9.50 | $6.25 | $9.50 | $10.00 | 6% |
| 202E23000 PAVEMENT REMOVED, PCC | 63,479 SY | $4.78 | $6.75 | $8.00 | $8.00 | 4% |
| 206E15010 CEMENT STABILIZED SUBGRADE, 12 INCHES DEEP | 99,918 SY | $2.85 | $1.91 | $3.25 | $3.50 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $200,000 | $156,000 | $290,104 | $200,000 | 3% |
| 611E07600 18" CONDUIT, TYPE C | 2,328 FT | $67.50 | $63.75 | $53.00 | $80.00 | 2% |
| 611E07900 18" CONDUIT, TYPE D | 1,534 FT | $82.75 | $63.00 | $60.50 | $80.00 | 2% |
| 832E30000 EROSION CONTROL | 100,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | 1% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $91,100 | $185,000 | $195,000 | $340,000 | 1% |
| 204E10000 SUBGRADE COMPACTION | 101,192 SY | $0.90 | $0.91 | $1.25 | $2.50 | 1% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $89,255 | $60,000 | $125,000 | $150,000 | 1% |
| 606E15050 GUARDRAIL, TYPE MGS | 5,637.5 FT | $15.65 | $15.22 | $15.75 | $16.50 | 1% |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 17.8 CY | $4,760 | $2,100 | $1,748 | $1,400 | 1% |
| 611E04900 12" CONDUIT, TYPE D | 1,129 FT | $71.80 | $47.75 | $48.00 | $55.00 | 1% |
| 441E50400 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448) | — | $375 | $375 | $386 | $390 | 1% |
| $2.35 |
| $4.50 |
| $2.00 |
| 202E38000 GUARDRAIL REMOVED | 6,662.5 FT | $1.50 | $2.00 | $2.00 | $1.00 |
| 202E58100 CATCH BASIN REMOVED | 16 EACH | $220 | $300 | $493 | $250 |
| 203E20000 EMBANKMENT | 3,289 CY | $15.50 | $16.50 | $8.00 | $15.00 |
| 204E10001 SUBGRADE COMPACTION, AS PER PLAN | 3,899 SY | $4.50 | $1.75 | $3.50 | $4.00 |
| 204E45000 PROOF ROLLING | 50 HOUR | $95.00 | $205 | $1,120 | $100 |
| 206E11000 CURING COAT | 99,918 SY | $0.53 | $1.11 | $1.25 | $1.11 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 150 FT | $16.95 | $16.92 | $17.50 | $17.50 |
| 606E15400 MGS GUARDRAIL, TYPE 8 | 137.5 FT | $29.40 | $17.98 | $18.50 | $31.00 |
| 606E26050 ANCHOR ASSEMBLY, MGS TYPE B | 4 EACH | $2,125 | $1,650 | $1,700 | $2,200 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (MASH 2016) | 12 EACH | $2,450 | $2,060 | $2,122 | $2,500 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 13 EACH | $885 | $840 | $865 | $900 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 4 EACH | $2,030 | $1,740 | $1,792 | $2,100 |
| 690E50000 SPECIAL - MAILBOX SUPPORT | 71 EACH | $275 | $125 | $139 | $150 |
| 111E10000 SPECIAL - DEPARTMENTS SHARE FACILITATED PARTNERING | 1 LS | $9,250 | $9,250 | $9,250 | $9,250 |
| 601E11001 RIPRAP, TYPE D, AS PER PLAN | 44 SY | $135 | $225 | $140 | $200 |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 165 CY | $120 | $200 | $105 | $135 |
| 659E10000 SEEDING AND MULCHING | 96,678 SY | $0.74 | $0.68 | $0.50 | $0.55 |
| 659E20000 COMMERCIAL FERTILIZER | 8.73 TON | $450 | $450 | $515 | $650 |
| 659E31000 LIME | 20.04 ACRE | $25.00 | $25.00 | $206 | $80.00 |
| 659E35000 WATER | 524 MGAL | $1.00 | $1.00 | $1.25 | $1.00 |
| 670E00700 DITCH EROSION PROTECTION | 4,495 SY | $1.85 | $1.85 | $2.00 | $2.50 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $2,665 | $5,000 | $4,120 | $3,000 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $14,000 | $1,500 | $9,373 | $10,000 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $13,000 | $7,540 | $13,302 | $12,000 |
| 511E52110 CLASS QC MS CONCRETE | 76.9 CY | $286 | $500 | $387 | $350 |
| 605E13410 6" UNCLASSIFIED PIPE UNDERDRAINS WITH GEOTEXTILE F | 2,019 FT | $13.00 | $7.00 | $9.25 | $10.00 |
| 611E01400 6" CONDUIT, TYPE E | 100 FT | $17.00 | $15.50 | $14.25 | $8.00 |
| 611E01500 6" CONDUIT, TYPE F | 1,363 FT | $11.50 | $23.50 | $20.50 | $15.00 |
| 611E07200 18" CONDUIT, TYPE A | 746 FT | $77.25 | $82.25 | $74.00 | $100 |
| 611E07400 18" CONDUIT, TYPE B | 1,019 FT | $70.30 | $91.25 | $68.75 | $90.00 |
| 611E10200 24" CONDUIT, TYPE A | 160 FT | $117 | $141 | $119 | $130 |
| 611E10400 24" CONDUIT, TYPE B | 195 FT | $107 | $120 | $97.00 | $105 |
| 611E10600 24" CONDUIT, TYPE C | 153 FT | $140 | $84.25 | $67.50 | $95.00 |
| 611E98330 CATCH BASIN, NO. 5 WITHOUT APRON | 4 EACH | $4,050 | $2,700 | $3,570 | $3,050 |
| 611E98470 CATCH BASIN, NO. 2-2B | 22 EACH | $1,900 | $2,100 | $2,917 | $1,140 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 12 EACH | $340 | $350 | $412 | $300 |
| 253E02000 PAVEMENT REPAIR | 25 CY | $550 | $550 | $567 | $550 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.5") | 479 SY | $20.00 | $20.00 | $20.50 | $20.00 |
| 255E20000 FULL DEPTH PAVEMENT SAWING | 72 FT | $2.50 | $2.50 | $5.25 | $10.00 |
| 407E20000 NON-TRACKING TACK COAT | 11,137 GAL | $3.25 | $3.25 | $3.25 | $3.25 |
| 441E50700 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 448 (21 CY | $415 | $415 | $428 | $425 |
| 452E10050 6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC MS | 391 SY | $62.35 | $57.75 | $84.50 | $80.00 |
| 618E41000 RUMBLE STRIPES, EDGE LINE (ASPHALT CONCRETE) | 9.91 MILE | $695 | $1,075 | $1,103 | $1,000 |
| 618E43000 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 4.98 MILE | $684 | $1,785 | $1,719 | $1,700 |
| 874E20000 LONGITUDINAL JOINT PREPARATION | 26,100 FT | $1.00 | $1.00 | $1.00 | $1.50 |
| 621E00100 RPM | 387 EACH | $24.00 | $25.75 | $24.75 | $24.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 387 EACH | $2.60 | $4.00 | $10.00 | $1.00 |
| 630E02100 GROUND MOUNTED SUPPORT, NO. 2 POST | 77 FT | $8.00 | $8.00 | $8.25 | $9.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 146 FT | $9.00 | $9.00 | $9.25 | $10.00 |
| 630E03101 GROUND MOUNTED SUPPORT, NO. 3 POST, AS PER PLAN | 41 FT | $10.00 | $10.00 | $10.25 | $11.00 |
| 630E08600 SIGN POST REFLECTOR (RED) | 4 EACH | $25.00 | $25.00 | $25.75 | $25.00 |
| 630E80100 SIGN, FLAT SHEET | 128 SF | $25.00 | $25.00 | $25.75 | $25.00 |
| 630E80500 SIGN, DOUBLE FACED, STREET NAME | 3 EACH | $150 | $150 | $155 | $175 |
| 630E80600 SIGN, DOUBLE FACED, MILE MARKER | 5 EACH | $35.00 | $35.00 | $36.00 | $40.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 30 EACH | $15.00 | $15.00 | $15.50 | $15.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 19 EACH | $15.00 | $15.00 | $15.50 | $15.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 10.13 MILE | $666 | $875 | $670 | $750 |
| 642E00300 CENTER LINE, TYPE 1 | 5.1 MILE | $1,332 | $682 | $1,339 | $1,400 |
| 644E00500 STOP LINE | 110 FT | $29.95 | $14.60 | $3.25 | $3.00 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 100 HOUR | $85.00 | $75.00 | $67.00 | $70.00 |
| 614E12600 REPLACEMENT DRUM | 30 EACH | $80.00 | $80.00 | $82.50 | $80.00 |
| 614E12740 WORK ZONE LIGHTING SYSTEM | 12 EACH | $4,000 | $10,500 | $6,605 | $2,500 |
| 614E18020 MAINTAINING TRAFFIC, MISC.:FARM EQUIP. | 30 HOUR | $200 | $170 | $209 | $300 |
| 614E18020 MAINTAINING TRAFFIC, MISC.:LEGAL LOADS | 30 HOUR | $200 | $170 | $209 | $300 |
| 614E18600 PORTABLE CHANGEABLE MESSAGE SIGN | 20 SNMT | $1,500 | $1,500 | $1,545 | $1,200 |
| 616E10000 WATER | 100 MGAL | $1.00 | $1.00 | $32.50 | $1.00 |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 9.8 MILE | $1,375 | $1,375 | $1,416 | $1,500 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 19.6 MILE | $1,075 | $1,075 | $1,107 | $1,200 |
| 202E22901 APPROACH SLAB REMOVED, AS PER PLAN | 257 SY | $68.90 | $75.00 | $34.00 | $100 |
| 202E23500 WEARING COURSE REMOVED | 625 SY | $1.10 | $12.00 | $15.50 | $8.00 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 1,088 LB | $1.12 | $1.40 | $1.50 | $2.50 |
| 511E53012 CLASS QC2 CONCRETE, MISC.: (APPROACH SLAB PARAPET) | 7.1 CY | $2,475 | $1,700 | $4,669 | $2,500 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 51 SY | $18.00 | $18.00 | $23.00 | $20.00 |
| 516E10010 ARMORLESS PREFORMED JOINT SEAL | 90 FT | $75.00 | $75.00 | $55.00 | $25.00 |
| 526E25001 REINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER | 257 SY | $261 | $320 | $320 | $270 |
| 526E90030 TYPE C INSTALLATION | 90 FT | $202 | $245 | $308 | $250 |
| 601E21060 TIED CONCRETE BLOCK MAT WITH TYPE 2 UNDERLAYMENT | 55 SY | $59.50 | $210 | $63.50 | $80.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $45,650 | $40,000 | $92,500 | $125,000 |
| 619E16020 FIELD OFFICE, TYPE C | 10 MNTH | $4,500 | $4,500 | $1,000 | $2,500 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 302E46001 ASPHALT CONCRETE BASE, AS PER PLAN (4.0") | 10,601 CY | $131.5 | $1.39M | 17% |
| 304E20000 AGGREGATE BASE | 18,007 CY | $55 | $990k | 12% |
| 442E10100 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 4,499 CY | $152 | $684k | 8% |
| 442E10000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 3,877 CY | $170 | $659k | 8% |
| 203E10000 EXCAVATION | 39,988 CY | $14.75 | $590k | 7% |
| 206E10500 CEMENT | 2,586 TON | $150 | $388k | 5% |
| 605E14020 6" BASE PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 39,880 FT | $9.5 | $379k | 5% |
| 202E23000 PAVEMENT REMOVED, PCC | 63,479 SY | $4.78 | $303k | 4% |
| 206E15010 CEMENT STABILIZED SUBGRADE, 12 INCHES DEEP | 99,918 SY | $2.85 | $285k | 3% |
| 624E10000 MOBILIZATION | 1 LS | $200,000 | $200k | 2% |