Eri-SR 269-04.26
Erie County · est $2.1M
Bid dateThursday, December 15—
Erie County · est $2.1M
Published by ODOT on this contract’s Proposal PDF · DBE Goal: 7.0%
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 60 more items below.
| Item | Quantity | R1Gerken Paving INC | R2Erie Blacktop INC | % of bid |
|---|---|---|---|---|
| 442E00201 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 3,102 CY | $174 | $190 | 35% |
| 442E22201 ASPHALT CONCRETE INTERMEDIATE COURSE, 9.5 MM, TYPE | 1,574 CY | $174 | $180 | 18% |
| 251E01042 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 491 CY | $200 | $220 | 6% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (2.25 INCH) | 56,271 SY | $1.70 | $1.70 | 6% |
| 624E10000 MOBILIZATION | 1 LS | $80,000 | $40,000 | 5% |
| 251E01042 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 210 CY | $340 | $525 | 5% |
| 442E10101 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 347 CY | $170 | $165 | 4% |
| 614E11000 MAINTAINING TRAFFIC |
| Item | Quantity | R1Gerken Paving INC | R2Erie Blacktop INC |
|---|---|---|---|
| 202E30000 WALK REMOVED | 999 SF | $3.75 | $3.95 |
| 202E32000 CURB REMOVED | 111 FT | $8.85 | $9.30 |
| 202E38000 GUARDRAIL REMOVED | 1,450 FT | $1.80 | $1.90 |
| 202E38200 GUARDRAIL REMOVED FOR REUSE | 231.25 FT | $2.40 | $2.50 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 3 EACH | $145 | $152 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 1 EACH | $110 | $115 |
| 203E20001 EMBANKMENT, AS PER PLAN (AT CURB RAMPS) | 2 CY | $70.00 | $73.50 |
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 →
| 1 LS |
| $54,000 |
| $90,000 |
| 3% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.50 INCH) | 23,110 SY | $1.85 | $1.50 | 3% |
| 617E10100 COMPACTED AGGREGATE | 708 CY | $60.00 | $52.00 | 3% |
| 874E20000 LONGITUDINAL JOINT PREPARATION | 16,157 FT | $2.50 | $1.40 | 3% |
| 606E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS | 1,412.5 FT | $20.80 | $22.00 | 2% |
| 442E00201 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 111 CY | $185 | $190 | 1% |
| 408E10001 PRIME COAT, AS PER PLAN | 4,787 GAL | $4.25 | $4.50 | 1% |
| 407E10000 TACK COAT | 9,825 GAL | $2.00 | $2.65 | 1% |
| 619E16010 FIELD OFFICE, TYPE B | 6 MNTH | $3,250 | $2,500 | 1% |
| 253E02000 PAVEMENT REPAIR (LONGITUDINAL) | 50 CY | $330 | $285 | 1% |
| 621E00100 RPM | 367 EACH | $38.50 | $40.00 | 1% |
| 608E52000 CURB RAMP | 934 SF | $13.75 | $14.50 | 1% |
| 253E02000 PAVEMENT REPAIR (TRANSVERSE) | 21 CY | $590 | $525 | 1% |
| 203E20001 EMBANKMENT, AS PER PLAN (AT GUARDRAIL) | 15 CY | $68.79 | $72.00 |
| 209E15000 RESHAPING UNDER GUARDRAIL | 19.31 STA | $49.99 | $52.00 |
| 209E60501 LINEAR GRADING, AS PER PLAN | 2.58 MILE | $1,100 | $1,850 |
| 209E72051 PREPARING SUBGRADE FOR SHOULDER PAVING, AS PER PLA | 7.07 MILE | $1,100 | $1,850 |
| 209E80000 GRADING MAILBOX APPROACHES | 4 EACH | $1,000 | $250 |
| 606E15050 GUARDRAIL, TYPE MGS | 37.5 FT | $20.00 | $21.00 |
| 606E16500 GUARDRAIL REBUILT, TYPE 5 | 231.25 FT | $13.20 | $14.00 |
| 606E17000 RAISING TYPE 5 GUARDRAIL | 87.5 FT | $6.80 | $7.00 |
| 606E26100 ANCHOR ASSEMBLY, TYPE E, MASH 2016 | 2 EACH | $2,240 | $2,350 |
| 606E26150 ANCHOR ASSEMBLY, MGS TYPE E, MASH 2016 | 1 EACH | $2,580 | $2,700 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 1 EACH | $1,295 | $1,350 |
| 608E10000 4" CONCRETE WALK | 61 SF | $13.75 | $14.50 |
| 609E26000 CURB, TYPE 6 | 64 FT | $35.00 | $36.75 |
| 623E39500 MONUMENT ASSEMBLY ADJUSTED TO GRADE | 2 EACH | $1,100 | $850 |
| 690E50200 SPECIAL - MAILBOX SUPPORT SYSTEM, DOUBLE | 1 EACH | $220 | $230 |
| 659E00300 TOPSOIL | 34 CY | $100 | $100 |
| 659E10000 SEEDING AND MULCHING | 312 SY | $5.96 | $2.35 |
| 659E20000 COMMERCIAL FERTILIZER | 0.05 TON | $642 | $12,000 |
| 659E35000 WATER | 1.69 MGAL | $2.00 | $10.00 |
| 832E30000 EROSION CONTROL | 1,000 EACH | $1.00 | $1.00 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 1 EACH | $1,400 | $1,000 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 6 EACH | $1,164 | $1,000 |
| 611E99820 SPECIAL - MISCELLANEOUS METAL | 1,000 LB | $2.25 | $2.65 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (TAPER 0.0 TO 4 | 866 SY | $3.75 | $4.00 |
| 254E01600 PATCHING PLANED SURFACE | 402 SY | $19.00 | $10.00 |
| 618E43000 RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 3.06 MILE | $2,100 | $2,875 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 367 EACH | $6.50 | $8.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 20 EACH | $11.50 | $12.00 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 2 EACH | $65.00 | $68.00 |
| 630E86010 REMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECT | 1 EACH | $160 | $168 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 9.85 MILE | $850 | $750 |
| 642E00300 CENTER LINE, TYPE 1 | 5.21 MILE | $950 | $1,050 |
| 644E00404 CHANNELIZING LINE, 12" | 47 FT | $3.00 | $2.10 |
| 644E00500 STOP LINE | 450 FT | $7.00 | $7.85 |
| 644E00620 CROSSWALK LINE, 12" | 355 FT | $3.00 | $4.75 |
| 644E01300 LANE ARROW | 4 EACH | $100 | $131 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 40 HOUR | $80.00 | $80.00 |
| 614E12460 WORK ZONE MARKING SIGN | 42 EACH | $115 | $79.00 |
| 614E13000 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 25 CY | $475 | $325 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 13.66 MILE | $800 | $1,315 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 573 FT | $3.00 | $4.05 |
| 202E98200 REMOVAL MISC.: JOINT SEALER | 82 FT | $4.50 | $4.75 |
| 512E10301 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN, AS | 11 SY | $119 | $125 |
| 516E31000 JOINT SEALER | 82 FT | $20.88 | $22.00 |
| 519E12300 PATCHING CONCRETE BRIDGE DECK - TYPE B | 8 SY | $902 | $950 |
| 202E98200 REMOVAL MISC.: JOINT SEALER | 136 FT | $4.50 | $4.75 |
| 512E10101 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE), AS | 246 SY | $35.09 | $36.90 |
| 512E10300 SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 807 SY | $13.18 | $13.90 |
| 516E31000 JOINT SEALER | 136 FT | $20.88 | $22.00 |
| 519E11100 PATCHING CONCRETE STRUCTURE | 64 SF | $139 | $147 |
| 519E12300 PATCHING CONCRETE BRIDGE DECK - TYPE B | 6 SY | $902 | $950 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $10,000 | $7,500 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $3,930 | $3,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E00201 ASPHALT CONCRETE SURFACE COURSE, 9.5 MM, TYPE A (4 | 3,102 CY | $174 | $540k | 31% |
| 442E22201 ASPHALT CONCRETE INTERMEDIATE COURSE, 9.5 MM, TYPE | 1,574 CY | $174 | $274k | 16% |
| 251E01042 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 491 CY | $200 | $98k | 6% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (2.25 INCH) | 56,271 SY | $1.7 | $96k | 5% |
| 624E10000 MOBILIZATION | 1 LS | $80,000 | $80k | 5% |
| 251E01042 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 210 CY | $340 | $71k | 4% |
| 442E10101 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 347 CY | $170 | $59k | 3% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $54,000 | $54k | 3% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE (1.50 INCH) | 23,110 SY | $1.85 | $43k | 2% |
| 617E10100 COMPACTED AGGREGATE | 708 CY | $60 | $42k | 2% |