CLE-WAR Culverts FY20 (A) (PART 1 AND PART 2)
CLE County · est $1.9M
Bid dateThursday, March 12—
CLE County · est $1.9M
Published by ODOTon this contract’s Proposal PDF · DBE Goal: 6.0%
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 87 more items below.
| Item | Quantity | R1Rack & Ballauer Excavating CO INC | R2Eclipse CO LLC | R3Sunesis Construction CO | R4Barrett Paving Materials INC | % of bid |
|---|---|---|---|---|---|---|
| 203E20000 EMBANKMENT | 5,114 CY | $33.50 | $14.00 | $25.76 | $36.00 | 14% |
| 524E94605 DRILLED SHAFTS, 30" DIAMETER INTO BEDROCK, AS PER | 1,140 FT | $116 | $134 | $125 | $180 | 11% |
| 507E00400 STEEL PILES, MISC.: , W18x60 | 2,535 FT | $49.00 | $29.00 | $52.15 | $30.00 | 10% |
| 524E94603 DRILLED SHAFTS, 30" DIAMETER, ABOVE BEDROCK, AS PE | 1,395 FT | $88.50 | $99.00 | $93.66 | $130 |
| Item | Quantity | R1Rack & Ballauer Excavating CO INC | R2Eclipse CO LLC | R3Sunesis Construction CO | R4Barrett Paving Materials INC |
|---|---|---|---|---|---|
| 202E11000 STRUCTURE REMOVED | 1 LS | $7,000 | $8,500 | $4,846 | $15,000 |
| 202E11004 STRUCTURE REMOVED | 1 EACH | $13,200 | $9,500 | $3,532 | $15,000 |
| 202E11300 PORTIONS OF STRUCTURE REMOVED | 2 CY | $750 | $459 | $392 | $2,500 |
| 202E23000 PAVEMENT REMOVED, ASPHALT | 650 SY | $20.00 | $13.50 | $17.24 | $23.00 |
| 202E35100 PIPE REMOVED, 24" AND UNDER |
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 →
| 10% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $100,000 | $44,000 | $38,010 | $88,000 | 8% |
| 524E95000 DRILLED SHAFTS, MISC.: PLUG PILE, 30'' DIAMETER, U | 1,099 FT | $87.50 | $97.50 | $100 | $124 | 8% |
| 203E10000 EXCAVATION | 1,265 CY | $40.00 | $17.00 | $26.29 | $28.00 | 4% |
| 611E94910 8' X 6' CONDUIT, TYPE A, 706.05 (3 FT COVER) | 44 FT | $1,125 | $985 | $849 | $970 | 4% |
| 659E00300 TOPSOIL | 872 CY | $53.00 | $33.00 | $34.85 | $55.00 | 4% |
| 611E53300 53" X 83" CONDUIT, TYPE A, 706.04 | 78 FT | $580 | $621 | $747 | $560 | 4% |
| 611E53200 48" X 76" CONDUIT, TYPE A, 706.04 | 83 FT | $475 | $533 | $645 | $475 | 3% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 141 CY | $245 | $313 | $304 | $430 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $34,000 | $149,000 | $140,840 | $40,000 | 3% |
| 606E15050 GUARDRAIL, TYPE MGS | 1,787.5 FT | $17.00 | $17.50 | $17.00 | $17.00 | 2% |
| 611E99574 MANHOLE, NO. 3, WITH ECCENTRIC CONE | 3 EACH | $10,000 | $8,267 | $9,566 | $12,800 | 2% |
| 614E12420 DETOUR SIGNING | 1 LS | $30,000 | $8,500 | $5,481 | $5,365 | 2% |
| 836E10000 SEEDING AND EROSION CONTROL WITH TURF REINFORCING | 5,395 SY | $4.25 | $2.50 | $2.66 | $5.00 | 2% |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $21,500 | $45,000 | $17,500 | $30,000 | 2% |
| 832E30000 EROSION CONTROL | 20,000 EACH | $1.00 | $1.00 | $1.00 | $1.00 | 2% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $20,000 | $25,600 | $17,927 | $6,000 | 2% |
| 56 FT |
| $22.50 |
| $44.50 |
| $14.97 |
| $65.00 |
| 202E35200 PIPE REMOVED, OVER 24" | 118 FT | $50.00 | $34.50 | $36.11 | $70.00 |
| 202E38000 GUARDRAIL REMOVED | 303 FT | $4.60 | $4.50 | $4.60 | $4.60 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 1 EACH | $200 | $206 | $200 | $200 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 1 EACH | $200 | $206 | $200 | $200 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E, MASH 2016 | 1 EACH | $200 | $206 | $200 | $200 |
| 202E58100 CATCH BASIN REMOVED | 1 EACH | $375 | $455 | $320 | $600 |
| 202E75000 FENCE REMOVED | 114 FT | $5.20 | $7.00 | $5.87 | $6.00 |
| 203E35141 GRANULAR MATERIAL, TYPE E, AS PER PLAN | 5 CY | $105 | $133 | $191 | $150 |
| 204E10000 SUBGRADE COMPACTION | 841 SY | $6.75 | $2.00 | $6.20 | $4.00 |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 25 FT | $21.00 | $21.50 | $21.00 | $21.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, MASH 2016 | 7 EACH | $2,400 | $2,472 | $2,400 | $2,400 |
| 623E40500 REFERENCE MONUMENT | 20 EACH | $385 | $377 | $579 | $350 |
| 690E50350 SPECIAL - MAILBOX REMOVED AND RESET | 1 EACH | $265 | $132 | $150 | $300 |
| 601E11000 RIPRAP, TYPE D | 52 SY | $250 | $173 | $125 | $95.00 |
| 601E32000 ROCK CHANNEL PROTECTION, TYPE A WITH FILTER | 20 CY | $144 | $100 | $155 | $125 |
| 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 36 CY | $172 | $94.00 | $138 | $120 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 17 CY | $235 | $110 | $195 | $115 |
| 601E39500 PAVED GUTTER, TYPE 5 | 18 FT | $165 | $98.00 | $104 | $65.00 |
| 659E10000 SEEDING AND MULCHING | 7,852 SY | $0.75 | $2.00 | $3.16 | $1.00 |
| 659E20000 COMMERCIAL FERTILIZER | 1.06 TON | $1,000 | $773 | $797 | $500 |
| 659E31000 LIME | 1.62 ACRE | $250 | $412 | $160 | $200 |
| 659E35000 WATER | 43 MGAL | $40.00 | $1.00 | $100 | $1.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $16,500 | $24,000 | $47,766 | $12,000 |
| 503E21300 UNCLASSIFIED EXCAVATION | 1 LS | $7,900 | $8,500 | $7,619 | $6,500 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 3,688 LB | $0.80 | $2.00 | $2.08 | $1.15 |
| 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDI | 11 CY | $1,450 | $1,267 | $1,331 | $2,015 |
| 511E46510 CLASS QC1 CONCRETE, FOOTING | 30 CY | $550 | $549 | $538 | $435 |
| 511E46610 CLASS QC1 CONCRETE, HEADWALL | 1 CY | $1,450 | $1,244 | $3,413 | $2,500 |
| 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 50 SY | $28.00 | $27.00 | $45.45 | $23.00 |
| 512E33000 TYPE 2 WATERPROOFING | 131 SY | $26.00 | $22.50 | $23.51 | $17.00 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 34 SF | $2.20 | $6.50 | $4.42 | $4.50 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 9 CY | $200 | $253 | $201 | $165 |
| 602E20000 CONCRETE MASONRY | 10.3 CY | $1,750 | $1,584 | $2,012 | $1,585 |
| 611E00900 6" CONDUIT, TYPE B | 100 FT | $12.00 | $20.50 | $15.04 | $10.00 |
| 611E01400 6" CONDUIT, TYPE E | 100 FT | $12.00 | $10.50 | $14.46 | $10.00 |
| 611E01500 6" CONDUIT, TYPE F | 100 FT | $12.00 | $10.50 | $14.46 | $10.00 |
| 611E04600 12" CONDUIT, TYPE C | 17 FT | $65.00 | $86.50 | $93.96 | $118 |
| 611E05900 15" CONDUIT, TYPE B | 56 FT | $90.00 | $116 | $126 | $120 |
| 611E16400 36" CONDUIT, TYPE B, 706.02 | 8 FT | $180 | $227 | $363 | $250 |
| 611E16600 36" CONDUIT, TYPE C, 706.02 | 27 FT | $185 | $199 | $192 | $180 |
| 611E21100 48" CONDUIT, TYPE C | 49 FT | $165 | $168 | $222 | $180 |
| 611E21100 48" CONDUIT, TYPE C, 706.02 | 46 FT | $240 | $232 | $303 | $275 |
| 611E52702 29" X 45" CONDUIT, TYPE B, 706.04 | 35 FT | $300 | $350 | $405 | $280 |
| 611E98150 CATCH BASIN, NO. 3 | 1 EACH | $3,600 | $2,827 | $3,682 | $3,800 |
| 611E98181 CATCH BASIN, NO. 3A, AS PER PLAN | 1 EACH | $2,900 | $2,395 | $3,776 | $3,400 |
| 611E99920 DRAINAGE STRUCTURE, MISC.: CONCRETE ENDWALL | 1 LS | $4,600 | $6,242 | $6,531 | $5,400 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.25" | 282 SY | $50.00 | $51.50 | $54.91 | $38.00 |
| 304E20000 AGGREGATE BASE | 130 CY | $100 | $70.00 | $115 | $135 |
| 407E20000 NON-TRACKING TACK COAT | 140 GAL | $1.00 | $6.00 | $6.00 | $3.25 |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 33 CY | $575 | $505 | $490 | $650 |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (32 CY | $575 | $495 | $480 | $600 |
| 621E00100 RPM | 5 EACH | $835 | $860 | $750 | $450 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 5 EACH | $22.00 | $16.00 | $0.10 | $20.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 , BIDIRECTIONAL | 36 EACH | $9.25 | $9.50 | $9.25 | $9.25 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 127 FT | $12.00 | $11.50 | $12.00 | $12.00 |
| 630E80100 SIGN, FLAT SHEET | 28 SF | $22.00 | $26.00 | $110 | $22.00 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 5 EACH | $35.00 | $20.50 | $35.00 | $35.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 1 EACH | $80.00 | $67.00 | $80.00 | $80.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 1 EACH | $35.00 | $26.00 | $35.00 | $35.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.28 MILE | $11,596 | $11,944 | $18,052 | $11,600 |
| 642E00300 CENTER LINE, TYPE 1 | 0.05 MILE | $15,460 | $15,924 | $24,067 | $15,460 |
| 407E20000 NON-TRACKING TACK COAT | 15 GAL | $1.00 | $6.00 | $24.45 | $3.25 |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 10 CY | $230 | $560 | $645 | $240 |
| 614E12420 DETOUR SIGNING | 1 LS | $6,000 | $32,500 | $32,888 | $27,040 |
| 617E10100 COMPACTED AGGREGATE | 10 CY | $50.00 | $109 | $122 | $115 |
| 203E10000 EXCAVATION | 18 CY | $100 | $78.00 | $22.56 | $65.00 |
| 203E20000 EMBANKMENT | 24 CY | $100 | $58.50 | $20.30 | $75.00 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE ,T=1.75'' | 1,018 SY | $6.25 | $12.00 | $12.79 | $12.00 |
| 407E20000 NON-TRACKING TACK COAT | 56 GAL | $1.00 | $6.00 | $6.00 | $3.25 |
| 441E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 36 CY | $290 | $394 | $382 | $310 |
| 606E15150 GUARDRAIL, TYPE MGS HALF POST SPACING | 462.5 FT | $31.00 | $32.00 | $31.00 | $31.00 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, MASH 2016 | 2 EACH | $2,400 | $2,472 | $2,400 | $2,400 |
| 659E10000 SEEDING AND MULCHING | 396 SY | $0.70 | $2.50 | $6.79 | $1.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 0.18 MILE | $11,596 | $11,944 | $18,052 | $11,600 |
| 642E00300 CENTER LINE, TYPE 1 | 0.09 MILE | $15,460 | $15,924 | $24,067 | $15,460 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $500 | $22,543 | $1.43 | $12,000 |
| 407E20000 NON-TRACKING TACK COAT | 75 GAL | $1.00 | $6.00 | $13.38 | $3.25 |
| 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 50 CY | $230 | $280 | $324 | $240 |
| 614E18600 PORTABLE CHANGEABLE MESSAGE SIGN | 1 SNMT | $995 | $1,025 | $995 | $995 |
| 617E10100 COMPACTED AGGREGATE | 50 CY | $50.00 | $85.00 | $168 | $115 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $10,000 | $33,000 | $9,952 | $6,501 |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $5,500 | $20,439 | $20,112 | $78,300 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 203E20000 EMBANKMENT | 5,114 CY | $33.5 | $171k | 10% |
| 524E94605 DRILLED SHAFTS, 30" DIAMETER INTO BEDROCK, AS PER | 1,140 FT | $116 | $132k | 8% |
| 507E00400 STEEL PILES, MISC.: , W18x60 | 2,535 FT | $49 | $124k | 8% |
| 524E94603 DRILLED SHAFTS, 30" DIAMETER, ABOVE BEDROCK, AS PE | 1,395 FT | $88.5 | $123k | 8% |
| 201E11000 CLEARING AND GRUBBING | 1 LS | $100,000 | $100k | 6% |
| 524E95000 DRILLED SHAFTS, MISC.: PLUG PILE, 30'' DIAMETER, U | 1,099 FT | $87.5 | $96k | 6% |
| 203E10000 EXCAVATION | 1,265 CY | $40 | $51k | 3% |
| 611E94910 8' X 6' CONDUIT, TYPE A, 706.05 (3 FT COVER) | 44 FT | $1,125 | $50k | 3% |
| 659E00300 TOPSOIL | 872 CY | $53 | $46k | 3% |
| 611E53300 53" X 83" CONDUIT, TYPE A, 706.04 | 78 FT | $580 | $45k | 3% |