Atb-SR 307-03.21
Ashtabula County · est $2.4M
Bid dateThursday, June 8—
Ashtabula County · est $2.4M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 118 more items below.
| Item | Quantity | R1Eclipse CO LLC | R2Marucci & Gaffney Excavating CO | R3Karvo Companies INC | R4Anthony Allega Cement Contractor INC | R5S E T INC | % of bid |
|---|---|---|---|---|---|---|---|
| 203E20000 EMBANKMENT | 13,812 CY | $22.00 | $15.64 | $26.80 | $12.52 | $28.00 | 16% |
| 302E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 1,310 CY | $202 | $208 | $194 | $239 | $215 | 14% |
| 304E20000 AGGREGATE BASE | 2,090 CY | $89.00 | $83.00 | $87.00 | $79.75 | $80.00 | 10% |
| 659E00300 TOPSOIL | 1,320 CY | $81.00 | $45.00 | $37.00 | $48.30 | $65.00 | 6% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (370 CY | $253 | $245 | $246 | $282 | $265 | 5% |
| 605E14020 6" BASE PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC |
| Item | Quantity | R1Eclipse CO LLC | R2Marucci & Gaffney Excavating CO | R3Karvo Companies INC | R4Anthony Allega Cement Contractor INC | R5S E T INC |
|---|---|---|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $11,000 | $200,000 | $45,000 | $14,605 | $40,000 |
| 202E23500 WEARING COURSE REMOVED | 172 SY | $4.00 | $15.00 | $25.00 | $17.25 | $10.00 |
| 202E32700 GUTTER REMOVED | 5 SY | $90.00 | $10.00 | $157 | $161 | $95.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 210 FT | $18.00 |
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 →
| 4,319 FT |
| $21.00 |
| $14.30 |
| $16.95 |
| $19.67 |
| $15.00 |
| 5% |
| 441E70101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), AS | 265 CY | $329 | $285 | $285 | $328 | $345 | 5% |
| 203E35130 GRANULAR MATERIAL, TYPE D | 600 CY | $127 | $65.00 | $135 | $71.24 | $70.00 | 4% |
| 609E54001 6" CONCRETE TRAFFIC ISLAND, AS PER PLAN | 512 SY | $147 | $149 | $105 | $72.31 | $160 | 4% |
| 203E10000 EXCAVATION | 5,350 CY | $14.00 | $15.00 | $23.00 | $18.81 | $25.00 | 4% |
| 624E10000 MOBILIZATION | 1 LS | $70,179 | $100,000 | $68,000 | $100,000 | $125,000 | 4% |
| 452E11011 7" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P, | 449 SY | $152 | $117 | $127 | $103 | $170 | 4% |
| 611E19400 42" CONDUIT, TYPE B, 707.11 OR 707.33 | 235 FT | $230 | $374 | $392 | $396 | $350 | 3% |
| 832E30000 EROSION CONTROL | 50,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | $1.00 | 3% |
| 204E30010 GRANULAR MATERIAL, TYPE B | 545 CY | $88.00 | $67.00 | $88.00 | $64.65 | $50.00 | 3% |
| 609E12000 COMBINATION CURB AND GUTTER, TYPE 2 | 1,546 FT | $30.30 | $36.00 | $36.50 | $46.77 | $35.00 | 3% |
| 442E20250 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 159 CY | $278 | $300 | $325 | $345 | $290 | 2% |
| 442E00300 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE B (4 | 120 CY | $303 | $340 | $337 | $391 | $320 | 2% |
| 209E60200 LINEAR GRADING | 23 STA | $1,541 | $50.00 | $240 | $117 | $400 | 2% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $33,000 | $40,000 | $30,000 | $101,484 | $60,000 | 2% |
| $10.00 |
| $90.00 |
| $26.42 |
| $20.00 |
| 202E35200 PIPE REMOVED, OVER 24" | 215 FT | $21.00 | $10.00 | $108 | $49.47 | $35.00 |
| 202E38000 GUARDRAIL REMOVED | 1,872 FT | $1.00 | $3.00 | $3.00 | $3.45 | $2.25 |
| 202E42206 ANCHOR ASSEMBLY REMOVED | 5 EACH | $170 | $250 | $250 | $288 | $175 |
| 202E58100 CATCH BASIN REMOVED | 1 EACH | $550 | $500 | $1,450 | $650 | $700 |
| 202E75000 FENCE REMOVED | 258 FT | $1.00 | $5.00 | $3.00 | $5.75 | $5.50 |
| 202E98100 REMOVAL MISC.: INSPECTION WELL | 1 EACH | $225 | $50.00 | $600 | $598 | $250 |
| 202E98200 REMOVAL MISC.: CONDUIT | 10 FT | $23.00 | $15.00 | $30.00 | $55.75 | $45.00 |
| 203E20001 EMBANKMENT, AS PER PLAN | 10 CY | $73.00 | $10.00 | $33.00 | $45.43 | $100 |
| 204E10000 SUBGRADE COMPACTION | 8,913 SY | $1.00 | $2.00 | $1.35 | $0.79 | $2.00 |
| 204E13000 EXCAVATION OF SUBGRADE (12" UNSTABLE SUBGRADE UNDE | 545 CY | $37.00 | $25.00 | $33.00 | $27.43 | $20.00 |
| 204E45000 PROOF ROLLING | 5 HOUR | $288 | $100 | $600 | $233 | $300 |
| 204E50000 GEOTEXTILE FABRIC, 712.09, TYPE D | 1,633 SY | $1.00 | $3.00 | $2.50 | $2.75 | $2.00 |
| 204E51000 GEOGRID | 1,633 SY | $1.00 | $3.00 | $3.50 | $3.44 | $3.00 |
| 209E72000 PREPARING SUBGRADE FOR SHOULDER PAVING | 28 STA | $973 | $800 | $230 | $104 | $450 |
| 606E15050 GUARDRAIL, TYPE MGS | 1,613 FT | $20.41 | $21.00 | $21.00 | $24.15 | $22.50 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, NCHRP MASH/2016 | 4 EACH | $2,702 | $2,250 | $2,250 | $2,588 | $2,800 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $1,435 | $1,100 | $1,100 | $1,265 | $1,500 |
| 690E21000 SPECIAL - AS-BUILT CONSTRUCTION RECORD DRAWINGS | 1 LS | $4,000 | $10,989 | $10,989 | $2,015 | $20,000 |
| 690E98400 SPECIAL - SURVEY CONTROL VERIFICATION | 1 LS | $5,000 | $1,000 | $1,480 | $4,029 | $3,000 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 15 SY | $213 | $120 | $275 | $192 | $140 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 10 CY | $207 | $150 | $300 | $217 | $160 |
| 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FA | 223 CY | $136 | $125 | $245 | $261 | $135 |
| 659E10000 SEEDING AND MULCHING | 12,450 SY | $1.77 | $1.00 | $0.83 | $0.95 | $2.75 |
| 659E14000 REPAIR SEEDING AND MULCHING | 590 SY | $1.52 | $0.01 | $1.00 | $1.15 | $1.25 |
| 659E15000 INTER-SEEDING | 590 SY | $0.11 | $0.01 | $1.00 | $1.15 | $1.25 |
| 659E20000 COMMERCIAL FERTILIZER | 1.68 TON | $303 | $700 | $1,200 | $1,380 | $1,000 |
| 659E31000 LIME | 2.57 ACRE | $25.23 | $50.00 | $1.00 | $1.15 | $60.00 |
| 659E35000 WATER | 36 MGAL | $1.01 | $0.01 | $1.00 | $1.15 | $10.00 |
| 659E40000 MOWING | 27 MSF | $5.05 | $0.01 | $1.00 | $1.15 | $15.00 |
| 670E00500 SLOPE EROSION PROTECTION | 928 SY | $1.52 | $3.00 | $3.00 | $3.45 | $3.25 |
| 670E00700 DITCH EROSION PROTECTION | 667 SY | $1.52 | $3.00 | $3.25 | $3.74 | $3.25 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $1,583 | $8,500 | $1,700 | $1,811 | $3,000 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $8,495 | $8,000 | $8,200 | $12,880 | $10,000 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $14,218 | $17,147 | $4,000 | $23,000 | $15,000 |
| 602E20000 CONCRETE MASONRY | 4 CY | $1,704 | $2,095 | $3,400 | $2,738 | $2,500 |
| 605E13410 6" UNCLASSIFIED PIPE UNDERDRAINS WITH GEOTEXTILE F | 88 FT | $38.00 | $25.00 | $38.00 | $23.48 | $20.00 |
| 611E00200 4" CONDUIT, TYPE C | 60 FT | $34.00 | $10.00 | $23.00 | $59.00 | $25.00 |
| 611E00400 4" CONDUIT, TYPE E | 75 FT | $29.00 | $10.00 | $23.00 | $47.55 | $18.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 163 FT | $25.00 | $20.00 | $26.50 | $66.62 | $28.00 |
| 611E00900 6" CONDUIT, TYPE B | 120 FT | $41.00 | $25.00 | $54.00 | $29.12 | $25.00 |
| 611E04400 12" CONDUIT, TYPE B | 340 FT | $80.00 | $68.00 | $126 | $261 | $120 |
| 611E04400 12" CONDUIT, TYPE B, 706.02 | 43 FT | $101 | $73.50 | $209 | $422 | $180 |
| 611E04600 12" CONDUIT, TYPE C | 281 FT | $76.00 | $50.50 | $99.00 | $130 | $110 |
| 611E04900 12" CONDUIT, TYPE D, 706.02 | 41 FT | $91.00 | $65.35 | $152 | $372 | $160 |
| 611E05100 12" CONDUIT, TYPE E | 10 FT | $66.00 | $65.00 | $62.00 | $198 | $90.00 |
| 611E05200 12" CONDUIT, TYPE F | 10 FT | $66.00 | $65.00 | $118 | $198 | $90.00 |
| 611E05200 12" CONDUIT, TYPE F, 707.05 TYPE C OR 707.21 | 68 FT | $128 | $116 | $219 | $151 | $115 |
| 611E13400 30" CONDUIT, TYPE B, 707.11 OR 707.33 | 134 FT | $199 | $190 | $386 | $311 | $300 |
| 611E19600 42" CONDUIT, TYPE C, 707.11 OR 707.33 | 102 FT | $161 | $222 | $268 | $258 | $225 |
| 611E97400 CONDUIT, MISC.: TYPE B FOR DRAINAGE DISCHARGE CONT | 10 FT | $97.00 | $50.00 | $94.00 | $122 | $250 |
| 611E97400 CONDUIT, MISC.: TYPE C FOR DRAINAGE DISCHARGE CONT | 10 FT | $87.00 | $50.00 | $65.00 | $71.67 | $125 |
| 611E97400 CONDUIT, MISC.: TYPE E FOR DRAINAGE DISCHARGE CONT | 10 FT | $75.00 | $50.00 | $41.00 | $71.67 | $90.00 |
| 611E97400 CONDUIT, MISC.: TYPE F FOR DRAINAGE DISCHARGE CONT | 10 FT | $76.00 | $50.00 | $44.00 | $71.67 | $90.00 |
| 611E98150 CATCH BASIN, NO. 3 | 4 EACH | $5,340 | $100 | $3,800 | $6,088 | $5,000 |
| 611E98180 CATCH BASIN, NO. 3A | 5 EACH | $4,513 | $3,100 | $2,700 | $5,447 | $4,000 |
| 611E98341 CATCH BASIN, NO. 5A | 1 EACH | $10,474 | $7,275 | $12,000 | $10,909 | $11,000 |
| 611E98390 CATCH BASIN, NO. 7 | 1 EACH | $4,253 | $2,800 | $3,500 | $3,195 | $3,600 |
| 611E98470 CATCH BASIN, NO. 2-2B | 1 EACH | $3,987 | $2,800 | $2,100 | $3,195 | $2,700 |
| 611E99574 MANHOLE, NO. 3 | 2 EACH | $7,268 | $5,000 | $12,500 | $9,360 | $7,500 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 2 EACH | $517 | $500 | $200 | $747 | $375 |
| 611E99720 INSPECTION WELL | 1 EACH | $907 | $250 | $1,550 | $1,886 | $1,200 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE(T=3.0") | 3,267 SY | $4.05 | $6.50 | $5.45 | $7.48 | $4.25 |
| 407E20000 NON-TRACKING TACK COAT | 1,419 GAL | $4.00 | $4.25 | $3.00 | $4.89 | $4.25 |
| 408E10001 PRIME COAT, AS PER PLAN | 808 GAL | $4.05 | $7.50 | $5.00 | $8.63 | $4.25 |
| 411E10000 STABILIZED CRUSHED AGGREGATE | 8 CY | $136 | $100 | $95.00 | $243 | $150 |
| 441E70501 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449) | — | $556 | $610 | $585 | $702 | $580 |
| 441E70700 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (13 CY | $505 | $600 | $500 | $690 | $525 |
| 452E10011 6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P, | 163 SY | $142 | $111 | $145 | $97.65 | $160 |
| 609E12001 COMBINATION CURB AND GUTTER, TYPE 2, AS PER PLAN | 90 FT | $45.45 | $86.00 | $34.00 | $66.36 | $55.00 |
| 609E22000 CURB, TYPE 3-B | 1,598 FT | $17.20 | $36.00 | $33.50 | $7.83 | $15.00 |
| 609E26000 CURB, TYPE 6 | 683 FT | $24.24 | $37.10 | $36.00 | $42.21 | $27.00 |
| 617E10101 COMPACTED AGGREGATE, AS PER PLAN | 111 CY | $155 | $160 | $149 | $184 | $100 |
| 609E31000 COMBINATION CURB AND GUTTER, TYPE 9 | 564 FT | $31.00 | $64.00 | $50.00 | $64.61 | $35.00 |
| 625E00450 CONNECTION, FUSED PULL APART | 16 EACH | $101 | $150 | $100 | $115 | $135 |
| 625E00480 CONNECTION, UNFUSED PERMANENT | 18 EACH | $101 | $150 | $100 | $115 | $135 |
| 625E10491 LIGHT POLE, CONVENTIONAL, AS PER PLAN, DAVIT, BLAC | 8 EACH | $3,838 | $3,800 | $3,800 | $5,307 | $4,800 |
| 625E14000 LIGHT POLE FOUNDATION, 24" X 6' DEEP | 8 EACH | $2,121 | $1,500 | $2,100 | $1,942 | $1,500 |
| 625E23200 NO. 4 AWG 2400 VOLT DISTRIBUTION CABLE | 1,098 FT | $3.54 | $2.50 | $3.50 | $4.47 | $4.25 |
| 625E23400 NO. 10 AWG POLE AND BRACKET CABLE | 960 FT | $1.22 | $1.50 | $1.20 | $2.69 | $2.00 |
| 625E24320 1-1/2" DUCT CABLE WITH THREE NO. 4 AWG 2400 VOLT C | 1,329 FT | $10.10 | $9.00 | $10.00 | $15.12 | $25.00 |
| 625E25902 CONDUIT, JACKED OR DRILLED, 725.04, 3" | 377 FT | $54.05 | $50.00 | $53.50 | $118 | $65.00 |
| 625E27551 LUMINAIRE, DECORATIVE, AS PER PLAN, TEARDROP STYLE | 8 EACH | $1,858 | $2,250 | $1,839 | $2,271 | $2,300 |
| 625E29000 TRENCH | 1,229 FT | $12.12 | $7.00 | $12.00 | $15.55 | $15.00 |
| 625E30700 PULL BOX, 725.08, 18" | 8 EACH | $960 | $1,000 | $950 | $1,205 | $850 |
| 625E32000 GROUND ROD | 8 EACH | $278 | $250 | $275 | $316 | $300 |
| 625E34001 POWER SERVICE, AS PER PLAN | 1 EACH | $8,888 | $8,000 | $8,800 | $19,844 | $8,000 |
| 625E36011 UNDERGROUND WARNING/MARKING TAPE, AS PER PLAN | 1,229 FT | $1.52 | $0.25 | $1.50 | $2.30 | $0.50 |
| 625E76000 ARC FLASH CALCULATIONS AND LABEL, ATB 307 / 534 | 1 EACH | $3,131 | $500 | $3,100 | $2,415 | $4,000 |
| 621E00100 RPM | 201 EACH | $36.36 | $52.30 | $40.00 | $56.35 | $60.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 163 EACH | $8.00 | $10.00 | $30.00 | $56.35 | $15.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 36 EACH | $12.02 | $10.00 | $10.00 | $11.50 | $11.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 706 FT | $7.63 | $11.55 | $11.55 | $13.28 | $12.50 |
| 630E08600 SIGN POST REFLECTOR (RED) | 8 EACH | $16.16 | $131 | $131 | $150 | $150 |
| 630E80100 SIGN, FLAT SHEET | 258 SF | $14.80 | $27.50 | $27.50 | $31.63 | $30.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 29 EACH | $24.50 | $39.20 | $39.20 | $45.08 | $40.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 21 EACH | $44.29 | $71.30 | $71.30 | $82.00 | $75.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 40 EACH | $30.05 | $51.30 | $51.30 | $59.00 | $55.00 |
| 646E10010 EDGE LINE, 6" | 1.68 MILE | $2,017 | $3,585 | $3,585 | $4,123 | $4,000 |
| 646E10200 CENTER LINE | 0.56 MILE | $2,195 | $4,775 | $4,775 | $5,491 | $5,000 |
| 646E20800 YIELD LINE YIELD LINE MARKING | 141 FT | $9.10 | $25.00 | $25.00 | $28.75 | $26.00 |
| 632E90100 REMOVAL OF TRAFFIC SIGNAL INSTALLATION | 1 EACH | $1,962 | $3,500 | $1,942 | $3,686 | $6,000 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 150 HOUR | $67.00 | $85.00 | $85.00 | $74.75 | $85.00 |
| 614E12420 DETOUR SIGNING | 1 LS | $18,346 | $22,630 | $22,630 | $26,025 | $45,000 |
| 614E12460 WORK ZONE MARKING SIGN | 15 EACH | $127 | $120 | $120 | $138 | $150 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 25 CY | $298 | $150 | $300 | $445 | $325 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 32 SNMT | $783 | $750 | $750 | $863 | $800 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 0.46 MILE | $5,270 | $8,125 | $8,125 | $9,344 | $8,500 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 0.23 MILE | $5,151 | $4,445 | $4,445 | $5,112 | $4,800 |
| 614E22360 WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 0.46 MILE | $4,707 | $3,335 | $3,335 | $3,835 | $3,500 |
| 614E40050 BUSINESS ENTRANCE SIGN | 1 EACH | $140 | $360 | $360 | $414 | $400 |
| 616E10000 WATER | 58 MGAL | $20.00 | $1.00 | $30.00 | $154 | $10.00 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $32,000 | $20,000 | $26,000 | $14,025 | $30,000 |
| 619E16010 FIELD OFFICE, TYPE B | 14 MNTH | $900 | $1,800 | $2,200 | $3,478 | $1,600 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $24,000 | $38,000 | $30,160 | $43,289 | $50,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 203E20000 EMBANKMENT | 13,812 CY | $22 | $304k | 11% |
| 302E56000 ASPHALT CONCRETE BASE, PG64-22, (449) | 1,310 CY | $202 | $265k | 10% |
| 304E20000 AGGREGATE BASE | 2,090 CY | $89 | $186k | 7% |
| 659E00300 TOPSOIL | 1,320 CY | $81 | $107k | 4% |
| 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 449 (370 CY | $253 | $94k | 3% |
| 605E14020 6" BASE PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 4,319 FT | $21 | $91k | 3% |
| 441E70101 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), AS | 265 CY | $329 | $87k | 3% |
| 203E35130 GRANULAR MATERIAL, TYPE D | 600 CY | $127 | $76k | 3% |
| 609E54001 6" CONCRETE TRAFFIC ISLAND, AS PER PLAN | 512 SY | $147 | $75k | 3% |
| 203E10000 EXCAVATION | 5,350 CY | $14 | $75k | 3% |