WOO-SR 25-06.64 Resurface Portage
WOO County · est $1.5M
Bid dateThursday, March 26—
WOO County · est $1.5M
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 47 more items below.
| Item | Quantity | R1Gerken Paving INC | R2Shelly Company | % of bid |
|---|---|---|---|---|
| 442E20200 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 1,084 CY | $200 | $193 | 21% |
| 442E20000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 650 CY | $240 | $228 | 15% |
| 608E10000 4" CONCRETE WALK | 16,416 SF | $6.75 | $6.75 | 11% |
| 609E24510 CURB, TYPE 4-C | 3,701 FT | $19.00 | $19.00 | 7% |
| 452E12011 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P, | 840 SY | $75.00 | $75.00 | 6% |
| 255E11000 FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, | 320 SY | $158 | $158 | 5% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $50,000 | $50,000 | 5% |
| 624E10000 MOBILIZATION | 1 LS | $50,000 | $100,000 | 5% |
| 202E23501 WEARING COURSE REMOVED, AS PER PLAN (8" AVG.) | 7,700 SY | $4.55 | $6.75 | 3% |
| 202E32000 CURB REMOVED | 3,307 FT | $10.00 | $10.00 | 3% |
| 614E21200 WORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I | 2 MILE | $14,000 | $14,000 | 3% |
| 202E30000 WALK REMOVED | 14,920 SF | $1.85 | $1.85 | 3% |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN, A | 3,622 SY | $5.80 | $5.25 | 2% |
| 202E23001 PAVEMENT REMOVED, AS PER PLAN | 840 SY | $23.00 | $23.00 | 2% |
| 614E13001 ASPHALT CONCRETE FOR MAINTAINING TRAFFIC, AS PER P | 60 CY | $300 | $250 | 2% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, (4") STA. 112+ | 3,821 SY | $4.00 | $2.80 | 1% |
| 832E30000 EROSION CONTROL | 15,000 EACH | $1.00 | $1.00 | 1% |
| 611E98634 CATCH BASIN RECONSTRUCTED TO GRADE | 10 EACH | $1,400 | $1,400 | 1% |
| 638E20502 SPECIAL - VALVE BOX REBUILT TO GRADE, NWWSD | 14 EACH | $975 | $1,200 | 1% |
| 452E12050 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC MS | 140 SY | $88.50 | $88.50 | 1% |
| Item | Quantity | R1Gerken Paving INC | R2Shelly Company |
|---|---|---|---|
| 201E11000 CLEARING AND GRUBBING | 1 LS | $4,000 | $4,000 |
| 202E98100 REMOVAL MISC.:REMOVE AND REPLACE STOOP STEPS | 4 EACH | $900 | $900 |
| 203E10000 EXCAVATION | 100 CY | $40.00 | $40.00 |
| 204E10000 SUBGRADE COMPACTION | 276 SY | $2.50 | $2.50 |
| 608E52000 CURB RAMP | 750 SF | $6.75 | $6.75 |
| 625E75522 LUMINAIRE SUPPORT FOUNDATION REMOVED | 2 EACH | $900 | $900 |
| 653E10000 TOPSOIL FURNISHED AND PLACED |
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 →
| 41 CY |
| $75.00 |
| $75.00 |
| 654E11000 COMMERCIAL FERTILIZER | 0.05 TON | $1,500 | $1,500 |
| 659E10000 SEEDING AND MULCHING | 365 SY | $2.50 | $2.50 |
| 659E14000 REPAIR SEEDING AND MULCHING | 18 SY | $10.00 | $10.00 |
| 659E35000 WATER | 2 MGAL | $50.00 | $50.00 |
| 605E14021 6" BASE PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC, A | 100 FT | $12.00 | $12.00 |
| 611E00511 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS, AS PER | 10 FT | $25.00 | $25.00 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 5 EACH | $1,500 | $1,500 |
| 611E99660 MANHOLE RECONSTRUCTED TO GRADE | 5 EACH | $2,000 | $2,100 |
| 255E20000 FULL DEPTH PAVEMENT SAWING | 1,440 FT | $3.50 | $3.50 |
| 304E20000 AGGREGATE BASE(DRIVEWAYS) | 46 CY | $65.00 | $65.00 |
| 407E10000 TACK COAT | 2,120 GAL | $2.50 | $3.00 |
| 452E10050 6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC MS | 150 SY | $73.00 | $73.00 |
| 617E10100 COMPACTED AGGREGATE | 20 CY | $135 | $127 |
| 875E10000 LONGITUDINAL JOINT ADHESIVE | 600 LB | $5.00 | $2.00 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 9 EACH | $500 | $900 |
| 621E00100 RPM | 12 EACH | $365 | $385 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 5 EACH | $25.00 | $7.00 |
| 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST | 54 FT | $12.00 | $12.00 |
| 630E80101 SIGN, FLAT SHEET, AS PER PLAN | 22 SF | $24.00 | $24.00 |
| 630E86003 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 1 EACH | $25.00 | $25.00 |
| 630E87520 REMOVAL OF POLE MOUNTED SIGN AND REERECTION | 2 EACH | $85.00 | $85.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 1 MILE | $1,200 | $1,200 |
| 642E00204 LANE LINE, 6", TYPE 1 | 1 MILE | $800 | $800 |
| 642E00300 CENTER LINE, TYPE 1 | 0.5 MILE | $1,500 | $1,500 |
| 644E00500 STOP LINE | 103 FT | $9.00 | $9.00 |
| 644E00630 CROSSWALK LINE, 24" | 538 FT | $9.00 | $9.00 |
| 644E20800 YIELD LINE | 48 FT | $15.00 | $15.00 |
| 411E10001 STABILIZED CRUSHED AGGREGATE, AS PER PLAN | — | $53.00 | $110 |
| 614E12460 WORK ZONE MARKING SIGN | 27 EACH | $120 | $85.00 |
| 614E12500 REPLACEMENT SIGN | 5 EACH | $120 | $200 |
| 614E12600 REPLACEMENT DRUM | 10 EACH | $54.00 | $55.00 |
| 614E18600 PORTABLE CHANGEABLE MESSAGE SIGN | 2 SNMT | $1,350 | $1,000 |
| 614E21000 WORK ZONE CENTER LINE, CLASS I | 2 MILE | $1,500 | $1,500 |
| 614E22010 WORK ZONE EDGE LINE, CLASS I, 6" | 1 MILE | $1,200 | $1,200 |
| 614E22200 WORK ZONE EDGE LINE, CLASS I, 4", 740.06, TYPE I | 1 MILE | $9,000 | $9,000 |
| 614E24402 WORK ZONE DOTTED LINE, CLASS I, 6", 740.06, TYPE I | 2,945 FT | $1.75 | $1.75 |
| 616E10000 WATER | 5 MGAL | $50.00 | $800 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $8,000 | $3,000 |
| 108E30000 CPM PROGRESS SCHEDULE SHORT DURATION PROJECTS | 1 LS | $5,000 | $4,800 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $10,080 | $10,080 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 442E20200 ASPHALT CONCRETE INTERMEDIATE COURSE, 19 MM, TYPE | 1,084 CY | $200 | $217k | 19% |
| 442E20000 ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A ( | 650 CY | $240 | $156k | 13% |
| 608E10000 4" CONCRETE WALK | 16,416 SF | $6.75 | $111k | 9% |
| 609E24510 CURB, TYPE 4-C | 3,701 FT | $19 | $70k | 6% |
| 452E12011 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P, | 840 SY | $75 | $63k | 5% |
| 255E11000 FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, | 320 SY | $158 | $51k | 4% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $50,000 | $50k | 4% |
| 624E10000 MOBILIZATION | 1 LS | $50,000 | $50k | 4% |
| 202E23501 WEARING COURSE REMOVED, AS PER PLAN (8" AVG.) | 7,700 SY | $4.55 | $35k | 3% |
| 202E32000 CURB REMOVED | 3,307 FT | $10 | $33k | 3% |