Miscellaneous
Cuyahoga County · plans pulled by 1 GCs
Plan pull1 GCsJun 2
Pattern1 sub—
Bid dateThursday, July 16—
Cuyahoga County · plans pulled by 1 GCs
Bid form · ODOT
As advertised by ODOT — 112 pay items with quantities and units. Contractor unit prices appear here once bids open.
| # | Item | Description | Quantity |
|---|---|---|---|
| 1 | 201E11000 | CLEARING AND GRUBBING | Lump sum |
| 2 | 202E23000 | PAVEMENT REMOVED | 244 SY |
| 3 | 202E30701 | CONCRETE BARRIER REMOVED, AS PER PLAN | 18,540 FT |
| 4 | 202E38000 | GUARDRAIL REMOVED | 188 FT |
| 5 | 202E98000 | REMOVAL MISC.: PORTIONS OF CONCRETE MEDIAN | Lump sum |
| 6 | 203E10000 | EXCAVATION | 455 CY |
| 7 | 209E15051 | RESHAPING UNDER GUARDRAIL, AS PER PLAN | 1 MILE |
| 8 | 606E15050 | GUARDRAIL, TYPE MGS | 63 FT |
| 9 | 606E15150 | GUARDRAIL, TYPE MGS HALF POST SPACING | 225 FT |
| 10 | 606E15250 | GUARDRAIL, TYPE MGS QUARTER POST SPACING | 50 FT |
| 11 | 606E26150 | ANCHOR ASSEMBLY, MGS TYPE E | 1 EACH |
| 12 | 606E26550 | ANCHOR ASSEMBLY, MGS TYPE T | 5 EACH |
| 13 | 606E35102 | MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 | 1 EACH |
| 14 | 607E35000 | FENCE REMOVED AND REBUILT | 20 FT |
| 15 | 622E10101 | CONCRETE BARRIER, SINGLE SLOPE, TYPE B1, AS PER PLAN A | 12,089 FT |
| 16 | 622E10101 | CONCRETE BARRIER, SINGLE SLOPE, TYPE B1, AS PER PLAN B | 1,125 FT |
| 17 | 622E10200 | BARRIER TRANSITION | 7 EACH |
| 18 | 622E10201 | BARRIER TRANSITION, AS PER PLAN | 2 EACH |
| 19 | 622E25006 | CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE B1 | 186 EACH |
| 20 | 622E25007 | CONCRETE BARRIER, END ANCHORAGE, REINFORCED, TYPE B1, AS PER PLAN | 4 EACH |
| 21 | 622E41100 | PORTABLE BARRIER, UNANCHORED | 39,770 FT |
| 22 | 622E90000 | BARRIER, MISC.: CONCRETE BARRIER, TYPE B50 | 20 FT |
| 23 | 832E30000 | EROSION CONTROL | 1,000 EACH |
| 24 | 611E99101 | INLET, NO. 3 FOR SINGLE SLOPE BARRIER, TYPE B1, AS PER PLAN | 88 EACH |
| 25 | 611E99155 | INLET RECONSTRUCTED TO GRADE, AS PER PLAN | 10 EACH |
| # | Item | Description | Quantity |
|---|---|---|---|
| 26 | 611E99500 | INLET, MISC.: BARRIER INLET SCREEN | 37 EACH |
| 27 | 611E99500 | INLET, MISC.: INLET, NO.3 B50 | 3 EACH |
| 28 | 611E99820 | SPECIAL - MISCELLANEOUS METAL | 3,000 LB |
| 29 | 254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE, 1.5" | 25,622 SY |
| 30 | 302E56000 | ASPHALT CONCRETE BASE, PG64-22, (449) | 51 CY |
| 31 | 304E20000 | AGGREGATE BASE, 5" | 1,050 CY |
| 32 | 407E20000 | NON-TRACKING TACK COAT | 2,199 GAL |
| 33 | 441E70300 | ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (449) | 32 CY |
| 34 | 441E70801 | ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, (449), (UNDER GUARDRAIL), AS PER PLAN | 16 CY |
| 35 | 442E22101 | ASPHALT CONCRETE SURFACE COURSE, 12.5 MM, TYPE A (449), AS PER PLAN, PG70-22M, 1.5" | 1,068 CY |
| 36 |
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 →
| RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE) |
| 9.15 MILE |
| 37 | 618E40601 | RUMBLE STRIPS, SHOULDER (ASPHALT CONCRETE), AS PER PLAN | 7.03 MILE |
| 38 | 625E00450 | CONNECTION, FUSED PULL APART | 98 EACH |
| 39 | 625E00460 | CONNECTION, UNFUSED PULL APART | 98 EACH |
| 40 | 625E00480 | CONNECTION, UNFUSED PERMANENT | 188 EACH |
| 41 | 625E10495 | LIGHT POLE, LOW MAST, AS PER PLAN, ALM50 | 51 EACH |
| 42 | 625E14307 | MEDIAN LIGHT POLE FOUNDATION, 10' DEEP, AS PER PLAN | 51 EACH |
| 43 | 625E23200 | NO. 4 AWG 2400 VOLT DISTRIBUTION CABLE | 53,046 FT |
| 44 | 625E23400 | NO. 10 AWG POLE AND BRACKET CABLE | 5,700 FT |
| 45 | 625E25910 | CONDUIT CLEANED AND CABLES REMOVED | 8,893 FT |
| 46 | 625E26273 | LUMINAIRE, LOW MAST, SOLID STATE (LED), AS PER PLAN, 3000K, 63000 LUMEN | 50 EACH |
| 47 | 625E29940 | BARRIER JUNCTION BOX | 16 EACH |
| 48 | 625E32000 | GROUND ROD | 64 EACH |
| 49 | 625E39520 | PULL BOX CLEANED | 14 EACH |
| 50 | 625E40000 | SPECIAL - MAINTAIN EXISTING LIGHTING | Lump sum |
| 51 | 625E75350 | LIGHT TOWER REMOVED | 2 EACH |
| 52 | 625E75400 | LIGHT POLE REMOVED | 49 EACH |
| 53 | 625E75506 | LUMINAIRE REMOVED | 49 EACH |
| 54 | 620E00500 | DELINEATOR, POST GROUND MOUNTED | 1 EACH |
| 55 | 626E00102 | BARRIER REFLECTOR, TYPE 1, ONE-WAY | 384 EACH |
| 56 | 630E72410 | OVERHEAD SIGN SUPPORT, TYPE TC-15.116, DESIGN 1, AS PER PLAN | 6 EACH |
| 57 | 630E72421 | OVERHEAD SIGN SUPPORT, TYPE TC-15.116, DESIGN 2, AS PER PLAN A | 4 EACH |
| 58 | 630E72421 | OVERHEAD SIGN SUPPORT, TYPE TC-15.116, DESIGN 2, AS PER PLAN B | 1 EACH |
| 59 | 630E75000 | SIGN ATTACHMENT ASSEMBLY | 148 EACH |
| 60 | 630E79500 | SIGN SUPPORT ASSEMBLY, POLE MOUNTED | 6 EACH |
| 61 | 630E79610 | SIGN SUPPORT ASSEMBLY, BARRIER MOUNTED | 48 EACH |
| 62 | 630E80100 | SIGN, FLAT SHEET | 35 SF |
| 63 | 630E80224 | SIGN, OVERHEAD EXTRUSHEET | 4,023 SF |
| 64 | 630E81000 | MAINLINE REFERENCE MARKER | 36 EACH |
| 65 | 630E81100 | SIGN ERECTED, FLAT SHEET | 3 SF |
| 66 | 630E81200 | SIGN ERECTED, EXTRUSHEET | 4,183 SF |
| 67 | 630E84010 | CONCRETE BARRIER MEDIAN OVERHEAD SIGN SUPPORT FOUNDATION, TYPE TC-21.50 | 10 EACH |
| 68 | 630E84011 | CONCRETE BARRIER MEDIAN OVERHEAD SIGN SUPPORT FOUNDATION, TYPE TC-21.50, AS PER PLAN | 1 EACH |
| 69 | 630E84510 | RIGID OVERHEAD SIGN SUPPORT FOUNDATION | 10 EACH |
| 70 | 630E85100 | REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 15 EACH |
| 71 | 630E87400 | REMOVAL OF OVERHEAD MOUNTED SIGN AND DISPOSAL | 46 EACH |
| 72 | 630E87500 | REMOVAL OF POLE MOUNTED SIGN AND DISPOSAL | 3 EACH |
| 73 | 630E89804 | REMOVAL OF OVERHEAD SIGN SUPPORT AND DISPOSAL, TYPE TC-15.115 | 11 EACH |
| 74 | 646E10010 | EDGE LINE, 6" | 16.83 MILE |
| 75 | 646E10110 | LANE LINE, 6" | 24.84 MILE |
| 76 | 646E10310 | CHANNELIZING LINE, 12" | 8,286 FT |
| 77 | 646E10620 | CHEVRON MARKING | 254 FT |
| 78 | 646E20504 | DOTTED LINE, 6" | 7,002 FT |
| 79 | 646E20510 | DOTTED LINE, 12" | 1,018 FT |
| 80 | 809E00530 | ITS JUNCTION BOX, 17x24x6 INCHES | 27 EACH |
| 81 | 809E01920 | ITS PULL BOX WITH PAD AND HINGED LID ASSEMBLY, 32" WIDE, TYPE 1 | 9 EACH |
| 82 | 809E02002 | 32" ITS PULL BOX WITH PAD AND HINGED LID ASSEMBLY, TYPE 2 | 5 EACH |
| 83 | 809E24000 | CONDUIT, MULTICELL, JACKED OR DRILLED, 2" | 2,144 FT |
| 84 | 809E65990 | ITS DEVICE, MISC.:PULL BOX REMOVED | 5 EACH |
| 85 | 614E11110 | LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE | 300 HOUR |
| 86 | 614E12380 | WORK ZONE IMPACT ATTENUATOR, 24" WIDE HAZARDS, (UNIDIRECTIONAL) | 12 EACH |
| 87 | 614E12484 | WORK ZONE INCREASED PENALTIES SIGN | 16 EACH |
| 88 | 614E12800 | WORK ZONE RAISED PAVEMENT MARKER | 1,797 EACH |
| 89 | 614E13000 | ASPHALT CONCRETE FOR MAINTAINING TRAFFIC | 25 CY |
| 90 | 614E13310 | BARRIER REFLECTOR, TYPE 1, ONE-WAY | 785 EACH |
| 91 | 614E13314 | BARRIER REFLECTOR, TYPE 3, ONE-WAY | 240 EACH |
| 92 | 614E13350 | OBJECT MARKER, ONE WAY | 1,025 EACH |
| 93 | 614E18601 | PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 12 SNMT |
| 94 | 614E20110 | WORK ZONE LANE LINE, CLASS I, 6", 642 PAINT | 24.21 MILE |
| 95 | 614E22110 | WORK ZONE EDGE LINE, CLASS I, 6", 642 PAINT | 16.69 MILE |
| 96 | 614E23210 | WORK ZONE CHANNELIZING LINE, CLASS I, 12", 642 PAINT | 7,964 FT |
| 97 | 614E24202 | WORK ZONE DOTTED LINE, CLASS I, 6", 642 PAINT | 7,926 FT |
| 98 | 630E97800 | SIGNING, MISC.: ADDITIONAL SIGNS, GROUND MOUNTED, AS DIRECTED BY THE ENGINEER | 300 SF |
| 99 | 808E18700 | DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY | 96 SNMT |
| 100 | 896E00010 | PORTABLE NON-INTRUSIVE TRAFFIC SENSOR, CLASS I | 96 SNMT |
| 101 | 896E00021 | PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 24 SNMT |
| 102 | 202E11201 | PORTIONS OF STRUCTURE REMOVED, AS PER PLAN | Lump sum |
| 103 | 503E11101 | COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN | Lump sum |
| 104 | 503E21300 | UNCLASSIFIED EXCAVATION | Lump sum |
| 105 | 509E10000 | EPOXY COATED STEEL REINFORCEMENT | 161 LB |
| 106 | 511E53010 | CLASS QC1 CONCRETE, MISC.: RETAINING WALL PILASTER | 2 CY |
| 107 | 103E05000 | PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND | Lump sum |
| 108 | 108E10000 | CPM PROGRESS SCHEDULE | Lump sum |
| 109 | 614E11000 | MAINTAINING TRAFFIC | Lump sum |
| 110 | 619E16011 | FIELD OFFICE, TYPE B, AS PER PLAN | 12 MNTH |
| 111 | 623E10001 | CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER PLAN | Lump sum |
| 112 | 624E10000 | MOBILIZATION | Lump sum |
Cost concentration table renders only when the active letting’s own line items are present. The donut above is aggregated from this bid.