Eri-SR 113-06.84
Erie County · est $5.2M
Bid dateThursday, May 13—
Erie County · est $5.2M
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 · 113 more items below.
| Item | Quantity | R1Erie Blacktop INC | % of bid |
|---|---|---|---|
| 442E00201 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 5,943 CY | $157 | 19% |
| 442E20201 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 4,477 CY | $145 | 13% |
| 203E10001 EXCAVATION, AS PER PLAN | 11,420 CY | $56.00 | 13% |
| 304E20000 AGGREGATE BASE | 11,095 CY | $49.00 | 11% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 4,315 CY | $112 | 10% |
| 690E12060 SPECIAL - PAVEMENT OVERLAY FABRIC COMPOSITE | 31,970 SY | $9.40 | 6% |
| 251E01042 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 1,465 CY | $165 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $200,000 | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $160,000 | 3% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (2.5") | 81,848 SY | $1.65 | 3% |
| 605E31100 AGGREGATE DRAINS | 9,307 FT | $12.60 | 2% |
| 204E30010 GRANULAR MATERIAL, TYPE B | 2,665 CY | $36.75 | 2% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (4.0") | 31,979 SY | $2.45 | 2% |
| 617E10100 COMPACTED AGGREGATE | 1,505 CY | $52.00 | 2% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.5") | 49,929 SY | $1.45 | 1% |
| 204E13000 EXCAVATION OF SUBGRADE | 2,665 CY | $21.00 | 1% |
| 203E10000 EXCAVATION | 794 CY | $56.00 | 1% |
| 204E10000 SUBGRADE COMPACTION | 42,083 SY | $1.05 | 1% |
| 253E02000 PAVEMENT REPAIR | 155 CY | $230 | 1% |
| 202E23000 PAVEMENT REMOVED | 820 SY | $42.00 | 1% |
| Item | Quantity | R1Erie Blacktop INC |
|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $1,575 |
| 202E20010 HEADWALL REMOVED | 1 EACH | $580 |
| 202E30000 WALK REMOVED | 2,468 SF | $2.10 |
| 202E32000 CURB REMOVED | 349 FT | $8.40 |
| 202E35100 PIPE REMOVED, 24" AND UNDER | 137 FT | $7.90 |
| 202E35200 PIPE REMOVED, OVER 24" | 6 FT | $21.00 |
| 202E38000 GUARDRAIL REMOVED | 250 FT | $2.10 |
| 202E38200 GUARDRAIL REMOVED FOR REUSE | 62.5 FT | $2.55 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 4 EACH | $300 |
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 →
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 2 EACH | $73.50 |
| 202E58100 CATCH BASIN REMOVED | 7 EACH | $660 |
| 202E98100 REMOVAL MISC.: CONCRETE PAD | 1 EACH | $790 |
| 203E20000 EMBANKMENT | 1,622 CY | $10.50 |
| 203E20001 EMBANKMENT, AS PER PLAN | 66 CY | $69.00 |
| 204E45000 PROOF ROLLING | 56 HOUR | $105 |
| 204E50000 GEOTEXTILE FABRIC | 5,330 SY | $1.05 |
| 209E15000 RESHAPING UNDER GUARDRAIL | 12.63 STA | $31.50 |
| 209E60500 LINEAR GRADING | 3.24 MILE | $2,250 |
| 209E72051 PREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLA | 10.9 MILE | $1,750 |
| 209E80000 GRADING MAILBOX APPROACHES | 24 EACH | $275 |
| 606E13000 GUARDRAIL, TYPE 5 | 275 FT | $23.00 |
| 606E16500 GUARDRAIL REBUILT, TYPE 5 | 62.5 FT | $17.00 |
| 606E17000 RAISING TYPE 5 GUARDRAIL | 737.5 FT | $9.25 |
| 606E26100 ANCHOR ASSEMBLY, TYPE E | 3 EACH | $2,500 |
| 606E26500 ANCHOR ASSEMBLY, TYPE T | 3 EACH | $835 |
| 608E52000 CURB RAMP | 2,672 SF | $11.30 |
| 609E26000 CURB, TYPE 6 | 349 FT | $21.00 |
| 623E38500 MONUMENT ASSEMBLY | 4 EACH | $1,400 |
| 623E39500 MONUMENT BOX ADJUSTED TO GRADE | 8 EACH | $1,000 |
| 623E40520 RIGHT-OF-WAY MONUMENT | 15 EACH | $400 |
| 690E50100 SPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE | 31 EACH | $152 |
| 690E50200 SPECIAL - MAILBOX SUPPORT SYSTEM, DOUBLE | 1 EACH | $252 |
| 601E11000 RIPRAP, TYPE D | 8 SY | $137 |
| 659E00100 SOIL ANALYSIS TEST | 2 EACH | $26.25 |
| 659E00300 TOPSOIL | 1,088 CY | $10.50 |
| 659E00300 TOPSOIL (4" THICK) | 412 CY | $10.50 |
| 659E10000 SEEDING AND MULCHING | 9,793 SY | $0.70 |
| 659E10001 SEEDING AND MULCHING, AS PER PLAN | 2,000 SY | $1.15 |
| 659E14000 REPAIR SEEDING AND MULCHING | 490 SY | $0.20 |
| 659E15000 INTER-SEEDING | 490 SY | $0.17 |
| 659E20000 COMMERCIAL FERTILIZER | 1.37 TON | $420 |
| 659E31000 LIME | 2.02 ACRE | $5.25 |
| 659E35000 WATER | 54.21 MGAL | $1.05 |
| 670E00500 SLOPE EROSION PROTECTION | 3,954 SY | $2.20 |
| 670E00520 SLOPE EROSION PROTECTION MAT, TYPE B | 495 SY | $2.20 |
| 670E00700 DITCH EROSION PROTECTION | 42 SY | $2.10 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $1,260 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $2,625 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $1,575 |
| 832E30000 EROSION CONTROL | 18,000 EACH | $1.00 |
| 503E11100 COFFERDAMS AND EXCAVATION BRACING | 1 LS | $3,675 |
| 602E20000 CONCRETE MASONRY | 1.9 CY | $1,890 |
| 605E05110 4" SHALLOW PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC | 500 FT | $12.60 |
| 611E00900 6" CONDUIT, TYPE B | 8 FT | $105 |
| 611E01800 8" CONDUIT, TYPE B | 40 FT | $100 |
| 611E02000 8" CONDUIT, TYPE C | 8 FT | $94.50 |
| 611E03100 10" CONDUIT, TYPE B | 16 FT | $63.00 |
| 611E04400 12" CONDUIT, TYPE B | 83 FT | $68.25 |
| 611E04600 12" CONDUIT, TYPE C | 54 FT | $63.00 |
| 611E06100 15" CONDUIT, TYPE C | 190 FT | $52.50 |
| 611E08900 21" CONDUIT, TYPE B | 77 FT | $105 |
| 611E16200 36" CONDUIT, TYPE A, 707.33 | 20 FT | $147 |
| 611E16600 36" CONDUIT, TYPE C | 14 FT | $168 |
| 611E98371 CATCH BASIN, NO. 6, AS PER PLAN | 3 EACH | $2,365 |
| 611E98470 CATCH BASIN, NO. 2-2B | 10 EACH | $1,710 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 22 EACH | $630 |
| 611E99150 INLET ADJUSTED TO GRADE | 16 EACH | $630 |
| 611E99575 MANHOLE, NO. 3, AS PER PLAN | 9 EACH | $3,415 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 1 EACH | $605 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (TAPER 2.5" TO | 2,530 SY | $2.85 |
| 254E01600 PATCHING PLANED SURFACE | 638 SY | $8.00 |
| 407E10000 TACK COAT | 12,093 GAL | $1.80 |
| 407E20000 NON-TRACKING TACK COAT | 3,876 GAL | $1.80 |
| 408E10001 PRIME COAT, AS PER PLAN | 6,998 GAL | $4.00 |
| 442E00201 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 176 CY | $157 |
| 452E10010 6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | 122 SY | $55.00 |
| 617E20000 SHOULDER PREPARATION | 13,433 SY | $0.25 |
| 618E43000 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 3.39 MILE | $1,890 |
| 874E20000 LONGITUDINAL JOINT PREPARATION | 17,899 FT | $1.00 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 10 EACH | $550 |
| 621E00100 RPM | 511 EACH | $27.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 494 EACH | $5.50 |
| 626E00110 BARRIER REFLECTOR, TYPE 2 (BIDIRECTIONAL) | 28 EACH | $8.45 |
| 630E03101 GROUND MOUNTED SUPPORT, NO. 3 POST, AS PER PLAN | 470 FT | $10.00 |
| 630E80100 SIGN, FLAT SHEET | 272 SF | $15.75 |
| 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | 24 EACH | $10.50 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 19 EACH | $15.75 |
| 630E97700 SIGNING, MISC.: SOLAR POWERED RECTANGULAR RAPID FL | 2 EACH | $9,450 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 14.9 MILE | $645 |
| 642E00300 CENTER LINE, TYPE 1 | 8.41 MILE | $805 |
| 644E00500 STOP LINE | 368 FT | $6.30 |
| 644E00600 CROSSWALK LINE | 1,432 FT | $3.15 |
| 644E00601 CROSSWALK LINE, AS PER PLAN | 136 FT | $6.30 |
| 644E01110 SCHOOL SYMBOL MARKING, 96" | 2 EACH | $315 |
| 644E01200 PARKING LOT STALL MARKING | 1,024 FT | $2.10 |
| 644E01630 BIKE LANE SYMBOL MARKING | 20 EACH | $180 |
| 410E12000 TRAFFIC COMPACTED SURFACE, TYPE A OR B | 200 CY | $52.50 |
| 410E13000 TRAFFIC COMPACTED SURFACE, TYPE C | 200 CY | $42.00 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 50 HOUR | $65.00 |
| 614E12420 DETOUR SIGNING | 1 LS | $18,900 |
| 614E12460 WORK ZONE MARKING SIGN | 97 EACH | $68.25 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 35 CY | $245 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 12 SNMT | $945 |
| 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 14.88 MILE | $1,000 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 11.4 MILE | $1,000 |
| 614E22110 WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 10.84 MILE | $685 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 512 FT | $3.15 |
| 614E27620 WORK ZONE CROSSWALK LINE, CLASS III, 642 PAINT | 1,432 FT | $2.65 |
| 614E40051 BUSINESS ENTRANCE SIGN, AS PER PLAN | 32 EACH | $131 |
| 616E10000 WATER | 6.69 MGAL | $150 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $22,000 |
| 619E16020 FIELD OFFICE, TYPE C | 6 MNTH | $3,000 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $15,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E00201 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 5,943 CY | $157 | $933k | 16% |
| 442E20201 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 4,477 CY | $145 | $649k | 11% |
| 203E10001 EXCAVATION, AS PER PLAN | 11,420 CY | $56 | $640k | 11% |
| 304E20000 AGGREGATE BASE | 11,095 CY | $49 | $544k | 10% |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 4,315 CY | $112 | $483k | 8% |
| 690E12060 SPECIAL - PAVEMENT OVERLAY FABRIC COMPOSITE | 31,970 SY | $9.4 | $301k | 5% |
| 251E01042 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 1,465 CY | $165 | $242k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $200,000 | $200k | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $160,000 | $160k | 3% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (2.5") | 81,848 SY | $1.65 | $135k | 2% |