Two Lane Resurfacing
Portage County · plans pulled by 4 GCs
Plan pull4 GCsAug 21
Pattern2 prime · 2 sub—
Bid dateThursday, October 1—
Portage County · plans pulled by 4 GCs
2 primes + 2 subs pulled plans · Shelly & Sands INC wins 52% of OH pavement bids it enters
If your number lands…historical win odds, OH
Share of OH bids over the last 5 years that landed there vs the official estimate and won (n=9,164 bids) — historical frequency, not a forecast. ODOT's estimate stays sealed until bids open.
Pulled plans2 primes · 2 subs
Likely also biddingOH pavement regulars · 6
Confirmed = pulled plans on this letting (revealed interest, from the agency portal). Likely = firms that bid OH pavement work in the last 3 years, ranked by where and how recently they bid it — firms most active in this project’s county and ODOT district rank first. Win rate is historical — the share of bids that firm entered and won, not a prediction of this letting.
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 →
Bid form · ODOT
113 advertised pay items from the ODOT bid form. Open a category to see its items — unit prices appear here once bids open.
| 251E01000 | PARTIAL DEPTH PAVEMENT REPAIR (441) | 2,000 SY |
| 252E01500 | FULL DEPTH PAVEMENT SAWING | 192 FT |
| 253E01000 | PAVEMENT REPAIR (T = 14.5") | 30 SY |
| 253E01000 | PAVEMENT REPAIR (T = 16.25") | 35 SY |
| 253E01000 | PAVEMENT REPAIR (T = 18.25") | 140 SY |
| 253E01000 | PAVEMENT REPAIR (T = 19") | 100 SY |
| 253E01000 | PAVEMENT REPAIR (T = 20.5") | 45 SY |
| 254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE (T = 1.5") | 47,760 SY |
| 254E01600 | PATCHING PLANED SURFACE | 5,000 SY |
| 301E56000 | ASPHALT CONCRETE BASE, PG64-22, (449) | 215 CY |
| 304E20000 | AGGREGATE BASE | 172 CY |
| 304E20000 | AGGREGATE BASE (FOR PAVEMENT REPAIR) | 58 CY |
| 407E13900 | TACK COAT, 702.13 | 3 GAL |
| 407E20000 | NON-TRACKING TACK COAT | 19,368 GAL |
| 408E10001 | PRIME COAT, AS PER PLAN | 10,998 GAL |
| 424E14000 | FINE GRADED POLYMER ASPHALT CONCRETE, TYPE B, (448) | 5,014 CY |
| 441E50100 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG70-22M | 1,990 CY |
| 441E70100 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG70-22M | 17 CY |
| 441E70300 | ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (449) | 35 CY |
| 609E26000 | CURB, TYPE 6 | 4 FT |
| 617E10100 | COMPACTED AGGREGATE | 766 CY |
| 618E41000 | RUMBLE STRIPES, EDGE LINE (ASPHALT CONCRETE) | 18.66 MILE |
| 618E43000 | RUMBLE STRIPES, CENTER LINE (ASPHALT CONCRETE) | 11.71 MILE |
| 897E01010 | PAVEMENT PLANING, ASPHALT CONCRETE, CLASS A (T = 0.75") | 109,303 SY |
| 897E01010 | PAVEMENT PLANING, ASPHALT CONCRETE, CLASS A (T = 1") | 56,642 SY |
| 512E74500 | REMOVAL OF EXISTING PAVEMENT MARKING | 425 FT |
| 202E11203 | PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | Lump sum |
| 202E22900 | APPROACH SLAB REMOVED | 224 SY |
| 203E20000 | EMBANKMENT | 10 CY |
| 203E35110 | GRANULAR MATERIAL, TYPE B | 10 CY |
| 503E11100 | COFFERDAMS AND EXCAVATION BRACING | Lump sum |
| 503E21100 | UNCLASSIFIED EXCAVATION | 66 CY |
| 509E10000 | EPOXY COATED STEEL REINFORCEMENT | 428 LB |
| 510E10000 | DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 64 EACH |
| 511E45710 | CLASS QC1 CONCRETE, ABUTMENT | 16 CY |
| 512E10100 | SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) | 402 SY |
| 512E33000 | TYPE 2 WATERPROOFING | 10 SY |
| 512E74000 | REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES | 380 SY |
| 516E13900 | 2" PREFORMED EXPANSION JOINT FILLER | 11 SF |
| 202E23000 | PAVEMENT REMOVED | 3,848 SY |
| 202E30000 | WALK REMOVED | 64 SF |
| 202E32000 | CURB REMOVED | 4 FT |
| 202E35100 | PIPE REMOVED, 24" DIAMETER AND UNDER | 35 FT |
| 202E38000 | GUARDRAIL REMOVED | 236 FT |
| 202E47000 | BRIDGE TERMINAL ASSEMBLY REMOVED | 4 EACH |
| 202E58100 | CATCH BASIN REMOVED | 3 EACH |
| 202E98100 | REMOVAL MISC.: BARRIER REFLECTOR | 124 EACH |
| 203E10000 | EXCAVATION | 215 CY |
| 203E10000 | EXCAVATION (FOR PAVEMENT REPAIR) | 58 CY |
| 204E10000 | SUBGRADE COMPACTION | 502 SY |
| 204E45000 | PROOF ROLLING | 1 HOUR |
| 209E60200 | LINEAR GRADING | 619 STA |
| 606E15050 | GUARDRAIL, TYPE MGS | 236 FT |
| 606E34600 | MGS BRIDGE TERMINAL ASSEMBLY, TYPE TST-2 | 4 EACH |
| 620E70010 | DELINEATOR, MISC.:LONGITUDINAL CHANNELIZING DEVICE REMOVED AND REERECTED | 222 FT |
| 621E00100 | RPM | 887 EACH |
| 621E54000 | RAISED PAVEMENT MARKER REMOVED | 710 EACH |
| 626E00110 | BARRIER REFLECTOR, TYPE 2, BI-DIRECTIONAL | 155 EACH |
| 630E02100 | GROUND MOUNTED SUPPORT, NO. 2 POST | 89 FT |
| 630E03100 | GROUND MOUNTED SUPPORT, NO. 3 POST | 43 FT |
| 630E08600 | SIGN POST REFLECTOR (RED) | 1 EACH |
| 630E80100 | SIGN, FLAT SHEET | 54.5 SF |
| 630E80100 | SIGN, FLAT SHEET, 730.20 | 8 SF |
| 630E84900 | REMOVAL OF GROUND MOUNTED SIGN | 12 EACH |
| 630E86002 | REMOVAL OF GROUND MOUNTED POST SUPPORT | 10 EACH |
| 646E10010 | EDGE LINE, 6" | 23.5 MILE |
| 646E10200 | CENTER LINE | 11.71 MILE |
| 646E10300 | CHANNELIZING LINE, 8" | 842 FT |
| 646E10400 |
| 614E11110 | LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE | 50 HOUR |
| 614E12460 | WORK ZONE MARKING SIGN | 14 EACH |
| 614E13000 | ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 20 CY |
| 614E13310 | BARRIER REFLECTOR, TYPE 1, BI-DIRECTIONAL | 14 EACH |
| 614E13350 | OBJECT MARKER, ONE WAY | 8 EACH |
| 614E18601 | PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 6 SNMT |
| 614E21000 | WORK ZONE CENTER LINE, CLASS I | 11.71 MILE |
| 614E21550 | WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 12.09 MILE |
| 614E22360 | WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 23.81 MILE |
| 614E23000 | WORK ZONE CHANNELIZING LINE, CLASS I, 8" | 725 FT |
| 614E23680 | WORK ZONE CHANNELIZING LINE, CLASS III, 8", 642 PAINT | 725 FT |
| 614E26000 | WORK ZONE STOP LINE, CLASS I | 102 FT |
| 614E26610 | WORK ZONE STOP LINE, CLASS III, 642 PAINT | 154 FT |
| 615E20000 |
| 605E31100 | AGGREGATE DRAINS | 66 FT |
| 611E00100 | 4" CONDUIT, TYPE B | 15 FT |
| 611E04400 | 12" CONDUIT, TYPE B | 20 FT |
| 611E98370 | CATCH BASIN, NO. 6 | 2 EACH |
| 611E98504 | CATCH BASIN, NO. 2-2C | 1 EACH |
| 103E05000 | PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND | Lump sum |
| 614E11000 | MAINTAINING TRAFFIC | Lump sum |
| 619E16010 | FIELD OFFICE, TYPE B | 6 MNTH |
| 623E10000 | CONSTRUCTION LAYOUT STAKES AND SURVEYING | Lump sum |
| 624E10000 | MOBILIZATION | Lump sum |
| 832E30000 | EROSION CONTROL | 3,000 EACH |
| 516E14014 | INTEGRAL ABUTMENT EXPANSION JOINT SEAL | 86 FT |
| 518E21200 | POROUS BACKFILL WITH GEOTEXTILE FABRIC | 52 CY |
| 518E40000 | 6" PERFORATED CORRUGATED PLASTIC PIPE | 117 FT |
| 518E40010 | 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS | 30 FT |
| 519E11101 | PATCHING CONCRETE STRUCTURE, AS PER PLAN | 135 SF |
| 526E25000 | REINFORCED CONCRETE APPROACH SLABS (T=15") | 224 SY |
| 526E90010 | TYPE A INSTALLATION | 50 FT |
| 530E00800 | SPECIAL - STRUCTURES: CONCRETE SPALL REMOVAL WITH ZINC RICH PRIMER APPLIED | 80 SY |
| 202E98000 | REMOVAL MISC.: CHANNEL CLEANOUT | Lump sum |
| 202E98000 | REMOVAL MISC.: CHANNEL CLEANOUT | Lump sum |
| 202E98000 | REMOVAL MISC.: CHANNEL CLEANOUT | Lump sum |
| 608E10000 | 4" CONCRETE WALK | 44 SF |
| 608E52000 | CURB RAMP | 20 SF |
| 622E41110 | PORTABLE BARRIER, ANCHORED | 1,170 FT |
| 690E91000 | SPECIAL - AS-BUILT CONSTRUCTION PLANS | Lump sum |
| 690E98000 | SPECIAL - VERTICAL CLEARANCE | 2 EACH |
| STOP LINE |
| 102 FT |
| 646E10600 | TRANSVERSE/DIAGONAL LINE | 108 FT |
| 646E20200 | PARKING LOT STALL MARKING | 138 FT |
| 646E20300 | LANE ARROW | 9 EACH |
| PAVEMENT FOR MAINTAINING TRAFFIC, CLASS A |
| 3,790 SY |