WIL-SR 191-04.33 Resurf
WIL County · est $2.9M
Bid dateThursday, August 23—
WIL County · est $2.9M
Published by ODOTon this contract’s Proposal PDF · DBE Goal: 9.0%
Bid form · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20items by winning bid’s extended amount · 104 more items below.
| Item | Quantity | R1Gerken Paving INC | % of bid |
|---|---|---|---|
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (3908.58 CY | $146 | 22% |
| 253E02000 PAVEMENT REPAIR | 2,828 CY | $195 | 21% |
| 424E12001 FINE GRADED POLYMER ASPHALT CONCRETE, TYPE B, AS P | 2,465.83 CY | $200 | 19% |
| 606E15050 GUARDRAIL, TYPE MGS | 6,075 FT | $15.20 | 3% |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 7,980 SF | $11.55 | 3% |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 87 CY | $966 | 3% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (547 CY | $150 | 3% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1 3/4" | 69,502 SY | $1.12 | 3% |
| 624E10000 MOBILIZATION | 1 LS | $75,000 | 3% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $68,878 | 3% |
| 617E10100 COMPACTED AGGREGATE | 988 CY | $65.00 | 2% |
| 517E70000 RAILING (TWIN STEEL TUBE) | 434 FT | $140 | 2% |
| 514E00056 FIELD PAINTING OF EXISTING STRUCTURAL STEEL, PRIME | 7,980 SF | $6.30 | 2% |
| 526E25001 REINFORCED CONCRETE APPROACH SLABS (T=15"), AS PER | 159 SY | $305 | 2% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $46,000 | 2% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 2 3/4" | 14,072 SY | $3.25 | 2% |
| 848E10201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDR | 673 SY | $60.91 | 2% |
| 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION | 567 SY | $67.00 | 1% |
| 441E50100 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG | 100 CY | $350 | 1% |
| 514E00060 FIELD PAINTING STRUCTURAL STEEL, INTERMEDIATE COAT | 7,980 SF | $4.20 | 1% |
| Item | Quantity | R1Gerken Paving INC |
|---|---|---|
| 202E30000 WALK REMOVED | 269 SF | $8.00 |
| 202E32000 CURB REMOVED | 25 FT | $25.00 |
| 202E38000 GUARDRAIL REMOVED | 6,162.5 FT | $1.60 |
| 202E42000 ANCHOR ASSEMBLY REMOVED, TYPE A | 6 EACH | $215 |
| 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E | 2 EACH | $150 |
| 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T | 11 EACH | $90.00 |
| 209E15000 RESHAPING UNDER GUARDRAIL | 74 STA | $72.50 |
| 209E60500 LINEAR GRADING | 10 MILE | $550 |
| 209E72050 PREPARING SUBGRADE FOR SHOULDER PAVING | 10 MILE | $1,800 |
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 →
| 606E26151 ANCHOR ASSEMBLY, MGS TYPE E, AS PER PLANMASH 2016 | 8 EACH | $2,150 |
| 606E26550 ANCHOR ASSEMBLY, MGS TYPE T | 13 EACH | $875 |
| 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 7 EACH | $2,070 |
| 606E35003 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1, AS PER PLAN | 1 EACH | $2,265 |
| 608E10000 4" CONCRETE WALK | 100 SF | $21.00 |
| 608E52000 CURB RAMP | 269 SF | $25.00 |
| 623E39500 MONUMENT BOX ADJUSTED TO GRADE | 3 EACH | $566 |
| 202E23010 PAVEMENT REMOVED, ASPHALT | 87 SY | $19.66 |
| 203E10000 EXCAVATION | 95 CY | $21.02 |
| 204E10000 SUBGRADE COMPACTION | 414 SY | $1.64 |
| 659E00300 TOPSOIL | 54 CY | $60.00 |
| 659E10000 SEEDING AND MULCHING | 484 SY | $4.85 |
| 659E20000 COMMERCIAL FERTILIZER | 0.07 TON | $730 |
| 659E31000 LIME | 0.1 ACRE | $100 |
| 659E35000 WATER | 2.65 MGAL | $10.00 |
| 832E30000 EROSION CONTROL | 3,000 EACH | $1.00 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 5 EACH | $1,700 |
| 611E98634 CATCH BASIN RECONSTRUCTED TO GRADE | 1 EACH | $1,700 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 6 EACH | $1,200 |
| 611E99660 MANHOLE RECONSTRUCTED TO GRADE | 1 EACH | $1,600 |
| 253E02001 PAVEMENT REPAIR, AS PER PLAN | 12 CY | $490 |
| 407E20000 NON-TRACKING TACK COAT | 11,701 GAL | $2.25 |
| 609E26000 CURB, TYPE 6 | 25 FT | $35.00 |
| 618E41000 EDGE LINE, RUMBLE STRIPE (ASPHALT CONCRETE) | 10 MILE | $1,205 |
| 875E10000 LONGITUDINAL JOINT ADHESIVE | 4,681 LB | $1.20 |
| 301E46000 ASPHALT CONCRETE BASE, PG64-22 | 92 CY | $220 |
| 304E20000 AGGREGATE BASE | 69 CY | $85.92 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 4 EACH | $775 |
| 621E00100 RPM | 272 EACH | $26.26 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 272 EACH | $5.50 |
| 626E00116 BARRIER REFLECTOR, TYPE 5, BIDIRECTIONAL | 88 EACH | $6.50 |
| 630E03101 GROUND MOUNTED SUPPORT, NO. 3 POST, AS PER PLAN | 56 FT | $18.75 |
| 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 4 EACH | $65.00 |
| 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSA | 4 EACH | $15.00 |
| 642E00290 CENTER LINE | 5.54 MILE | $800 |
| 642E00094 EDGE LINE, 6" | 11.09 MILE | $650 |
| 644E00500 STOP LINE | 20 FT | $8.00 |
| 644E00600 CROSSWALK LINE | 372 FT | $6.00 |
| 644E00700 TRANSVERSE/DIAGONAL LINE ,YELLOW | 48 FT | $20.00 |
| 614E12460 WORK ZONE MARKING SIGN | 24 EACH | $100 |
| 614E12500 REPLACEMENT SIGN | 5 EACH | $90.00 |
| 614E12600 REPLACEMENT DRUM | 5 EACH | $60.00 |
| 614E21400 WORK ZONE CENTER LINE, CLASS II | 16.63 MILE | $345 |
| 614E26000 WORK ZONE STOP LINE, CLASS I | 150 FT | $2.30 |
| 202E22900 APPROACH SLAB REMOVED | 112 SY | $49.98 |
| 202E23500 WEARING COURSE REMOVED | 112 SY | $16.94 |
| 503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN | 80 CY | $44.39 |
| 509E10000 EPOXY COATED REINFORCING STEEL | 23,350 LB | $1.32 |
| 509E20001 REINFORCING STEEL, REPLACEMENT OF EXISTING REINFOR | 200 LB | $1.32 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 744 EACH | $13.73 |
| 511E33500 SEMI-INTEGRAL DIAPHRAGM GUIDE | 2 EACH | $2,250 |
| 511E45710 CLASS QC1 CONCRETE, ABUTMENT | 7 CY | $1,507 |
| 511E60000 SPECIAL - BRIDGE DECK GROOVING | 774 SY | $5.28 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 188 SY | $13.13 |
| 514E00066 FIELD PAINTING STRUCTURAL STEEL, FINISH COAT | 7,980 SF | $3.15 |
| 514E00504 GRINDING FINS, TEARS, SLIVERS ON EXISTING STRUCTUR | 30 MNHR | $158 |
| 514E10000 FINAL INSPECTION REPAIR | 8 EACH | $315 |
| 516E13900 2" PREFORMED EXPANSION JOINT FILLER | 32 SF | $27.38 |
| 516E14020 SEMI-INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 94 FT | $46.27 |
| 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC | 30 CY | $89.10 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 524 FT | $9.60 |
| 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE | 88 FT | $8.69 |
| 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDI | 40 FT | $8.69 |
| 526E90021 TYPE B INSTALLATION, AS PER PLAN | 32 SY | $79.31 |
| 530E00200 SPECIAL - STRUCTURES: SURVEY OF EXISTING STRUCTURE | 1 LS | $1,665 |
| 601E20010 CRUSHED AGGREGATE SLOPE PROTECTION | 2 CY | $82.95 |
| 848E30201 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE | 10 CY | $390 |
| 848E50000 HAND CHIPPING | 90 SY | $115 |
| 848E50100 TEST SLAB | 1 LS | $1,372 |
| 848E50200 FULL-DEPTH REPAIR | 1 CY | $2,400 |
| 848E50340 REMOVAL OF DEBONDED OR DETERIORATED EXISTING VARIA | 40 SY | $33.79 |
| 204E10000 SUBGRADE COMPACTION | 159 SY | $1.64 |
| 304E20000 AGGREGATE BASE | 27 CY | $85.92 |
| 848E50300 WEARING COURSE REMOVED, ASPHALT | 567 SY | $11.52 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, VARIES | 783 SY | $5.60 |
| 407E20000 NON-TRACKING TACK COAT | 92 GAL | $2.25 |
| 424E12001 FINE GRADED POLYMER ASPHALT CONCRETE, TYPE B, AS P | 22 CY | $280 |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (20 CY | $260 |
| 516E31200 SPECIAL - SAWING AND SEALING BITUMINOUS CONCRETE J | 140 FT | $20.10 |
| 875E10000 LONGITUDINAL JOINT ADHESIVE | 55 LB | $1.10 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, VARIES | 729 SY | $5.60 |
| 407E20000 NON-TRACKING TACK COAT | 97 GAL | $2.25 |
| 424E12001 FINE GRADED POLYMER ASPHALT CONCRETE, TYPE B, AS P | 21 CY | $280 |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (19 CY | $260 |
| 516E31200 SPECIAL - SAWING AND SEALING BITUMINOUS CONCRETE J | 148 FT | $20.10 |
| 875E10000 LONGITUDINAL JOINT ADHESIVE | 51 LB | $1.10 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, VARIES | 711 SY | $5.60 |
| 407E20000 NON-TRACKING TACK COAT | 87 GAL | $2.25 |
| 424E12001 FINE GRADED POLYMER ASPHALT CONCRETE, TYPE B, AS P | 20 CY | $280 |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (21 CY | $260 |
| 516E31200 SPECIAL - SAWING AND SEALING BITUMINOUS CONCRETE J | 128 FT | $20.10 |
| 875E10000 LONGITUDINAL JOINT ADHESIVE | 51 LB | $1.10 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $15,800 |
| 108E30000 CPM PROGRESS SCHEDULE SHORT DURATION PROJECTS | 1 LS | $6,500 |
| 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1 LS | $6,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (3908.58 CY | $146 | $571k | 18% |
| 253E02000 PAVEMENT REPAIR | 2,828 CY | $195 | $551k | 18% |
| 424E12001 FINE GRADED POLYMER ASPHALT CONCRETE, TYPE B, AS P | 2,465.83 CY | $200 | $493k | 16% |
| 606E15050 GUARDRAIL, TYPE MGS | 6,075 FT | $15.2 | $92k | 3% |
| 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL | 7,980 SF | $11.55 | $92k | 3% |
| 511E34410 CLASS QC2 CONCRETE, SUPERSTRUCTURE | 87 CY | $966 | $84k | 3% |
| 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 448 (547 CY | $150 | $82k | 3% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1 3/4" | 69,502 SY | $1.12 | $78k | 2% |
| 624E10000 MOBILIZATION | 1 LS | $75,000 | $75k | 2% |
| 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, | 1 LS | $68,878 | $69k | 2% |