Two Lane Resurfacing
Lake County · plans pulled by 3 GCs
Plan pull3 GCsAug 21
Pattern1 prime · 2 sub—
Bid dateThursday, October 1—
Lake County · plans pulled by 3 GCs
1 prime + 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 plans1 prime · 2 subs
Likely also biddingOH pavement regulars · 7
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
91 advertised pay items from the ODOT bid form. Open a category to see its items — unit prices appear here once bids open.
| 614E11110 | LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE | 550 HOUR |
| 614E12500 | REPLACEMENT SIGN | 5 EACH |
| 614E18601 | PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 18 SNMT |
| 614E20100 | WORK ZONE LANE LINE, CLASS I, 4", 642 PAINT | 8.51 MILE |
| 614E20200 | WORK ZONE LANE LINE, CLASS I, 4", 740.06, TYPE I | 0.6 MILE |
| 614E20550 | WORK ZONE LANE LINE, CLASS III, 4", 642 PAINT | 6.24 MILE |
| 614E21100 | WORK ZONE CENTER LINE, CLASS I, 642 PAINT | 13.2 MILE |
| 614E21200 | WORK ZONE CENTER LINE, CLASS I, 740.06, TYPE I | 0.91 MILE |
| 614E21550 | WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 3.25 MILE |
| 614E22100 | WORK ZONE EDGE LINE, CLASS I, 4", 642 PAINT | 8.51 MILE |
| 614E22200 | WORK ZONE EDGE LINE, CLASS I, 4", 740.06, TYPE I | 0.71 MILE |
| 614E22350 | WORK ZONE EDGE LINE, CLASS III, 4", 642 PAINT | 0.03 MILE |
| 614E23200 | WORK ZONE CHANNELIZING LINE, CLASS I, 8", 642 PAINT | 2,480 FT |
| 614E23680 | WORK ZONE CHANNELIZING LINE, CLASS III, 8", 642 PAINT | 1,365 FT |
| 614E24200 | WORK ZONE DOTTED LINE, CLASS I, 4", 642 PAINT | 1,025 FT |
| 614E24400 | WORK ZONE DOTTED LINE, CLASS I, 4", 740.06, TYPE I | 650 FT |
| 614E26200 | WORK ZONE STOP LINE, CLASS I, 642 PAINT | 2,070 FT |
| 614E26610 | WORK ZONE STOP LINE, CLASS III, 642 PAINT | 1,035 FT |
| 614E30200 | WORK ZONE ARROW, CLASS I, 642 PAINT | 48 EACH |
| 614E30650 | WORK ZONE ARROW, CLASS III, 642 PAINT | 16 EACH |
| 251E01001 | PARTIAL DEPTH PAVEMENT REPAIR (441), AS PER PLAN | 600 SY |
| 253E90000 | PAVEMENT REPAIR, MISC.: UNDERCUTTING SUBGRADE AND SUBBASE | 300 CY |
| 254E01001 | PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN, T = 3-1/4" | 85,687 SY |
| 254E01010 | PAVEMENT PLANING, PORTLAND CEMENT CONCRETE, T = 3-1/4" | 4,620 SY |
| 407E13900 | TACK COAT, 702.13 | 5,153 GAL |
| 407E20000 | NON-TRACKING TACK COAT | 7,729 GAL |
| 441E50101 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), AS PER PLAN, PG 70- | 3,579 CY |
| 441E50301 | ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448), AS PER PLAN, PG64-22, T = 1-3/4" | 4,175 CY |
| 451E15011 | 10" REINFORCED CONCRETE PAVEMENT, CLASS QC 1P, AS PER PLAN | 1,029 SY |
| 452E10011 | 6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P, AS PER PLAN | 17 SY |
| 452E12011 | 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P, AS PER PLAN | 882 SY |
| 609E26001 | CURB, TYPE 6, AS PER PLAN | 4,612 FT |
| 690E12030 | SPECIAL - PAVEMENT REINFORCING FABRIC | 85,863 SY |
| 632E26501 | DETECTOR LOOP, AS PER PLAN | 59 EACH |
| 646E10010 | EDGE LINE, 6" | 0.03 MILE |
| 646E10100 | LANE LINE, 4" | 6.32 MILE |
| 646E10200 | CENTER LINE | 3.33 MILE |
| 646E10300 | CHANNELIZING LINE, 8" | 1,525 FT |
| 646E10400 | STOP LINE | 1,165 FT |
| 646E10510 | CROSSWALK LINE, 12" | 6,369 FT |
| 646E10600 | TRANSVERSE/DIAGONAL LINE | 330 FT |
| 646E10800 | ISLAND MARKING | 211 SF |
| 646E20100 | SCHOOL SYMBOL MARKING, 72" | 4 EACH |
| 646E20300 | LANE ARROW | 16 EACH |
| 646E20400 | WORD ON PAVEMENT, 72" | 8 EACH |
| 646E20502 | DOTTED LINE, 4" | 213 FT |
| 647E20076 | CROSSWALK LINE, 24", TYPE A125 | 1,701 FT |
| 202E23001 | PAVEMENT REMOVED, AS PER PLAN | 1,927 SY |
| 202E30001 | WALK REMOVED, AS PER PLAN | 44,244 SF |
| 202E32001 | CURB REMOVED, AS PER PLAN | 6,713 FT |
| 204E10000 | SUBGRADE COMPACTION | 500 SY |
| 204E50001 | GEOTEXTILE FABRIC, AS PER PLAN, 712.09, TYPE D | 500 SY |
| 608E10001 | 4" CONCRETE WALK, AS PER PLAN | 23,648 SF |
| 608E52001 | CURB RAMP, AS PER PLAN | 12,953 SF |
| 608E53020 | DETECTABLE WARNING | 53 SF |
| 608E98000 | WALKWAY, MISC.:BRICK PAVER WALK | 8,412 SF |
| 623E39501 | MONUMENT ASSEMBLY ADJUSTED TO GRADE, AS PER PLAN | 25 EACH |
| 623E39601 | MONUMENT ASSEMBLY RECONSTRUCTED TO GRADE, AS PER PLAN | 4 EACH |
| 103E05000 | PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND | Lump sum |
| 614E11001 | MAINTAINING TRAFFIC, AS PER PLAN | Lump sum |
| 619E16021 | FIELD OFFICE, TYPE C, AS PER PLAN | 12 MNTH |
| 623E10000 | CONSTRUCTION LAYOUT STAKES AND SURVEYING | Lump sum |
| 623E50000 | PRECONSTRUCTION SURVEY MONUMENT VERIFICATION AND REPORT NR) | Lump sum |
| 623E51000 | POST CONSTRUCTION SURVEY MONUMENT VERIFICATION AND REPORT | Lump sum |
| 624E10000 | MOBILIZATION | Lump sum |
| 605E13411 | 6" UNCLASSIFIED PIPE UNDERDRAINS WITH GEOTEXTILE FABRIC, AS PER PLAN | 200 FT |
| 611E98631 | CATCH BASIN ADJUSTED TO GRADE, AS PER PLAN | 85 EACH |
| 611E98635 | CATCH BASIN RECONSTRUCTED TO GRADE, AS PER PLAN | 10 EACH |
| 611E99655 | MANHOLE ADJUSTED TO GRADE, AS PER PLAN | 107 EACH |
| 611E99661 | MANHOLE RECONSTRUCTED TO GRADE, AS PER PLAN, DRAINAGE | 10 EACH |
| 611E99820 | SPECIAL - MISCELLANEOUS METAL | 20,000 LB |
| 661E14001 | PERENNIALS, AS PER PLAN (SEE DETAIL) | 1,890 EACH |
| 661E40021 | DECIDUOUS TREE, 6' HEIGHT, AS PER PLAN, AUTUMN BRILLIANCE SERVICEBERRY | 48 EACH |
| 661E99900 | PLANTING, MISC.: CONCRETE PLANTER | 135 EACH |
| 680E14550 | SPECIAL - TRASH RECEPTACLE | 9 EACH |
| 680E17000 | SPECIAL - 8' WOOD BENCH | 6 EACH |
| 690E50560 | SPECIAL - BICYCLE RACK | 8 EACH |
| 659E00300 | TOPSOIL | 333 CY |
| 659E00501 | SEEDING AND MULCHING, CLASS 1, AS PER PLAN | 3,000 SY |
| 659E35000 | WATER | 16 MGAL |
| 832E30001 | EROSION CONTROL, AS PER PLAN | 30,000 EACH |
| 611E99655 | MANHOLE ADJUSTED TO GRADE, AS PER PLAN | 10 EACH |
| 611E99661 | MANHOLE RECONSTRUCTED TO GRADE, AS PER PLAN, WATER | 5 EACH |
| 638E10801 | VALVE BOX ADJUSTED TO GRADE, AS PER PLAN | 173 EACH |
| 638E10901 | SERVICE BOX ADJUSTED TO GRADE, AS PER PLAN | 10 EACH |
| 611E99655 | MANHOLE ADJUSTED TO GRADE, AS PER PLAN | 79 EACH |
| 611E99661 | MANHOLE RECONSTRUCTED TO GRADE, AS PER PLAN | 10 EACH |
| 611E99655 | MANHOLE ADJUSTED TO GRADE, AS PER PLAN | 3 EACH |
| 611E99661 | MANHOLE RECONSTRUCTED TO GRADE, AS PER PLAN | 1 EACH |
| 625E31600 | PULL BOX, MISC.: PULL BOX REMOVED AND REPLACED TO GRADE | 33 EACH |
| 872E10000 | VOID REDUCING ASPHALT MEMBRANE (VRAM) | 18,305 FT |