Four Lane Resurfacing
Delaware County · plans pulled by 3 GCs
Plan pull3 GCsSep 16
Pattern2 prime · 1 sub—
Bid dateThursday, October 29—
Delaware County · plans pulled by 3 GCs
2 primes + 1 sub pulled plans · Shelly & Sands INC finishes low on 52% of OH pavement bids it enters
If your number lands…historical low-bid frequency, OH
Share of OH bids over the last 5 years that landed there vs the official estimate and finished low (n=8,848 bids) — historical frequency, not a forecast. ODOT's estimate stays sealed until bids open.
Pulled plans2 primes · 1 sub
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. Low-bid rate is historical — the share of bids where that firm finished rank one, not a verified award or 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
79 advertised pay items from the ODOT bid form. Open a category to see its items — unit prices appear here once bids open.
| 621E00100 | RPM | 3,292 EACH |
| 621E54000 | RAISED PAVEMENT MARKER REMOVED | 3,292 EACH |
| 626E00102 | BARRIER REFLECTOR, TYPE 1, 1-WAY | 45 EACH |
| 626E00110 | BARRIER REFLECTOR, TYPE 2, 1-WAY | 521 EACH |
| 642E00104 | EDGE LINE, 6", TYPE 1 | 54.36 MILE |
| 642E00204 | LANE LINE, 6", TYPE 1 | 54.28 MILE |
| 642E00404 | CHANNELIZING LINE, 12", TYPE 1 | 24,699 FT |
| 642E01510 | DOTTED LINE, 6", TYPE 1 | 12,550 FT |
| 644E00500 | STOP LINE | 53 FT |
| 644E00620 | CROSSWALK LINE, 12" | 150 FT |
| 644E00700 | TRANSVERSE/DIAGONAL LINE | 26 FT |
| 644E00720 | CHEVRON MARKING | 745 FT |
| 644E01300 | LANE ARROW | 17 EACH |
| 644E01350 | LANE REDUCTION ARROW | 1 EACH |
| 644E01360 | WRONG WAY ARROW | 1 EACH |
| 644E40000 | SPEED MEASUREMENT MARKING | 6 EACH |
| 646E20300 | LANE ARROW | 15 EACH |
| 646E20400 | WORD ON PAVEMENT, 72", "ONLY" | 5 EACH |
| 202E38001 | GUARDRAIL REMOVED, AS PER PLAN | 38,756.25 FT |
| 202E42011 | ANCHOR ASSEMBLY REMOVED, TYPE E, AS PER PLAN | 56 EACH |
| 202E47801 | IMPACT ATTENUATOR REMOVED, AS PER PLAN | 7 EACH |
| 203E20001 | EMBANKMENT, AS PER PLAN | 3,027 CY |
| 209E60200 | LINEAR GRADING | 409.3 STA |
| 606E15050 | GUARDRAIL, TYPE MGS | 15,800 FT |
| 606E15100 | GUARDRAIL, TYPE MGS WITH LONG POSTS | 21,056.25 FT |
| 606E15550 | GUARDRAIL, BARRIER DESIGN, TYPE MGS | 487.5 FT |
| 606E26150 | ANCHOR ASSEMBLY, MGS TYPE E | 56 EACH |
| 606E26550 | ANCHOR ASSEMBLY, MGS TYPE T | 40 EACH |
| 606E35002 | MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 | 39 EACH |
| 606E35102 | MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 17 EACH |
| 606E60002 | IMPACT ATTENUATOR, TYPE 1 (UNIDIRECTIONAL) | 1 EACH |
| 606E60012 | IMPACT ATTENUATOR, TYPE 1 (BIDIRECTIONAL) | 6 EACH |
| 251E01040 | PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BASE), 4.5" | 10,000 SY |
| 254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE, 1.75" | 704,894 SY |
| 255E19100 | FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, TYPE 2, CLASS QC RS, 10" | 1,765 SY |
| 255E19100 | FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, TYPE 2, CLASS QC RS, 11" | 1,511 SY |
| 255E19100 | FULL DEPTH PAVEMENT REMOVAL AND RIGID REPLACEMENT, TYPE 2, CLASS QC RS, 9" | 5,414 SY |
| 255E20000 | FULL DEPTH PAVEMENT SAWING | 12,404 FT |
| 257E10000 | DIAMOND GRINDING PORTLAND CEMENT CONCRETE PAVEMENT | 13,037 SY |
| 407E20000 | NON-TRACKING TACK COAT | 85,274 GAL |
| 424E14000 | FINE GRADED POLYMER ASPHALT CONCRETE, TYPE B, (448) | 8,287 CY |
| 442E00100 | ANTI-SEGREGATION EQUIPMENT | 21,164 CY |
| 442E10301 | ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A (447), AS PER PLAN, PG70-22 | 34,265 CY |
| 617E10100 | COMPACTED AGGREGATE | 1,506 CY |
| 617E20000 | SHOULDER PREPARATION | 26,549 SY |
| 614E11110 | LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE | 1,500 HOUR |
| 614E12421 | DETOUR SIGNING, AS PER PLAN | Lump sum |
| 614E12460 | WORK ZONE MARKING SIGN | 55 EACH |
| 614E18601 | PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 20 SNMT |
| 614E20560 | WORK ZONE LANE LINE, CLASS III, 6", 642 PAINT | 53.78 MILE |
| 614E22360 | WORK ZONE EDGE LINE, CLASS III, 6", 642 PAINT | 51.38 MILE |
| 614E23690 | WORK ZONE CHANNELIZING LINE, CLASS III, 12", 642 PAINT | 20,571 FT |
| 614E24612 | WORK ZONE DOTTED LINE, CLASS III, 6", 642 PAINT | 12,335 FT |
| 614E26610 | WORK ZONE STOP LINE, CLASS III, 642 PAINT | 53 FT |
| 614E30650 | WORK ZONE ARROW, CLASS III, 642 PAINT | 32 EACH |
| 808E18700 | DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 40 SNMT |
| 896E00012 | PORTABLE NON-INTRUSIVE TRAFFIC SENSOR, CLASS II | 20 SNMT |
| 896E00020 | PORTABLE CHANGEABLE MESSAGE SIGN | 10 SNMT |
| 659E00300 | TOPSOIL | 411 CY |
| 659E10000 | SEEDING AND MULCHING | 3,638 SY |
| 659E14000 | REPAIR SEEDING AND MULCHING | 187 SY |
| 659E15000 | INTER-SEEDING | 187 SY |
| 659E20000 | COMMERCIAL FERTILIZER | 0.5 TON |
| 659E31000 | LIME | 0.77 ACRE |
| 659E35000 | WATER | 20 MGAL |
| 832E30000 | EROSION CONTROL | 1,000 EACH |
| 103E05000 | PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND | Lump sum |
| 614E11000 | MAINTAINING TRAFFIC | Lump sum |
| 623E10001 | CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER PLAN | Lump sum |
| 624E10000 | MOBILIZATION | Lump sum |
| 611E98630 | CATCH BASIN ADJUSTED TO GRADE | 4 EACH |
| 611E99654 | MANHOLE ADJUSTED TO GRADE | 4 EACH |
| 638E10800 | VALVE BOX ADJUSTED TO GRADE | 4 EACH |
| 606E98000 | GUARDRAIL, MISC.:ALTERNATIVE GUARDRAIL PLACEMENT | 200 FT |
| 606E98100 | GUARDRAIL, MISC.:TYPE 2 NOSE ASSEMBLY | 12 EACH |
| 625E32000 | GROUND ROD | 4 EACH |
| 617E25000 | WATER | 10 MGAL |
| 618E40600 | RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) | 40.99 MILE |
| 897E01010 | PAVEMENT PLANING, ASPHALT CONCRETE, CLASS A, 1.0" | 298,323 SY |