PROPOSED HIGHWAY IMPROVEMENTS FOR CONTRACT LETTING. March 22, 2018

Size: px
Start display at page:

Download "PROPOSED HIGHWAY IMPROVEMENTS FOR CONTRACT LETTING. March 22, 2018"

Transcription

1 STATE OF OHIO DEPARTMENT OF TRANSPORTATION COLUMBUS, OHIO PROPOSED HIGHWAY IMPROVEMENTS FOR CONTRACT LETTING March 22, 2018 This pamphlet is issued solely for the purpose of circulating advance information pertaining to proposed Highway improvements and the Department does not guarantee the correctness of any information printed herein. See Back Cover for District Information An Equal Opportunity Employer

2 Thursday, March 22, 2018 Index of Projects Project No. PID No. County Route/Section Project Type Page Federal D Muskingum CR BRIDGE REPLACEMENT (1 BRIDGE) D Hamilton IR MAJOR WIDENING 12 D Franklin US FOUR LANE RESURFACING 51 D Lucas SR Bridge BRIDGE REPLACEMENT (1 BRIDGE) D Licking CR (Mink Street) MAJOR RECONSTRUCTION 65 D Wood SR MISCELLANEOUS 71 D Allen /PUT/VAN-SR 66/SR TWO LANE RESURFACING /SR 190/SR 697 D Ashland SR 60/US /10.67 CULVERT REPLACEMENT 79 D Ashtabula MCRO FY2018 PREVENTIVE MAINTENANCE 82 D Ashtabula SR 11/SR /24.07 FOUR LANE RESURFACING 85 D Brown US CULVERT REPLACEMENT 96 D Clark SR MICRO FY18 PREVENTIVE MAINTENANCE 98 D Coshocton US FOUR LANE RESURFACING 101 D Cuyahoga US Utility Part 2 MISCELLANEOUS 105 D Cuyahoga SR TWO LANE RESURFACING 108 D Allen GR FY2018 GUARDRAIL REBUILDING 111 D Greene SIGNS FY2018 SIGNING 114 D Greene Central State FY18 MISCELLANEOUS 117 D Jackson SR 327/SR /10.76 CULVERT REPLACEMENT 120 D Licking CR 823/MR 540- BRIDGE REPLACEMENT ( /00.30 (PART 1 AND BRIDGES) PART 2 AND PART 3) D Mahoning IR (PART 1 AND BRIDGE REPAIR 134 PART 2 AND PART 3) D Morrow SR CULVERT REPLACEMENT 157 D Portage SR Slide SLIDE REPAIR 161 D Richland US FOUR LANE RESURFACING 164 D Stark SR-SR CULVERT REPLACEMENT 168 D Trumbull BP FY2018 BRIDGE PAINTING 172 D Trumbull Culverts-FY2018 CULVERT REPLACEMENT

3 Thursday, March 22, 2018 Index of Projects Project No. PID No. County Route/Section Project Type Page D Washington Marietta Resurfacing and TWO LANE RESURFACING 184 ADA D Wayne SR-SR FOUR LANE RESURFACING 189 D Franklin US (PART 1 AND MAJOR WIDENING 224 PART 2) S Hamilton US /32.23 MISCELLANEOUS 246 S Guernsey CUL FY2018 CULVERT REPLACEMENT 250 S Tuscarawas SR MISCELLANEOUS Ottawa SR Slide repair SLIDE REPAIR 256 State Clark Mad River Gorge Parking PARKING AREAS 192 Lot E Allen BM FY18 BRIDGE REPAIR 194 E Ashtabula BH FY2018 (East) BRIDGE REPAIR 201 E Summit SP FY2018 (West) SPOT PATCHING Fairfield PM FY2018 (B) Fast Dry PAVEMENT MARKING 221 West E Van Wert SR TWO LANE RESURFACING Ashland RPM FY2018 RAISED PAVEMENT MARKERS 242 E Scioto Shawnee SF-ChipSeal PREVENTIVE MAINTENANCE Ashland PM FY2018 PAVEMENT MARKING 244

4 Thursday, March 22, 2018 Index of Projects Project No. PID No. County Route/Section Project Type Page ODOT = Ohio Department of Transportation CFR = Code of Federal Regulations O.R.C. = Ohio Revised Code D E S Disadvantaged Business Enterprise (DBE) Requirement. DBE participation goals (subcontracts, materials, supplies) have been set on this project for those certified as DBE s in accordance with the TEA - 21(1998) and 49 CFR, Part 26, and qualified to bid with ODOT under Chapter 5525 of the O.R.C. EDGE Requirement. An EDGE participation goal has been established (subcontracts, materials, supplies) on this project for those certified as EDGE firms in accordance with O.R.C. Section and qualified to bid with ODOT pursuant to O.R.C. Chapter SBE Set-Aside. This project is set-aside for SBE (Small Business Enterprise) contractors only, in accordance with 49 CFR, Part 26, and qualified to bid with ODOT pursuant to O.R.C. Chapter 5525.

5 Project Number: PID: Muskingum CR E140 (164) DBE Goal: 10% Date Set for Completion: 11/29/2019 Type: BRIDGE REPLACEMENT (1 BRIDGE) Plan Cost: $48.00 FOR IMPROVING A SECTION OF CR 32 IN THE VILLAGE OF PHILO, HARRISON AND WAYNE TOWNSHIPS, MUSKINGUM COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY REPLACING THE EXISTING BRIDGE ST. STRUCTURE OVER THE MUSKINGUM RIVER. Ref. No. Item Code Section 0001 ROADWAY Item Description Project Length: 0.34 Miles Work Length: 0.34 Miles Pavement Width: Varies Unit of Measure Approx. Quantity E11000 CLEARING AND GRUBBING (WT: 01) 202E23000 PAVEMENT REMOVED (WT: NR) SY 3, E30000 WALK REMOVED (WT: NR) SF 1, E30200 STEPS REMOVED (WT: NR) FT E32000 CURB REMOVED (WT: NR) FT E35100 PIPE REMOVED, 24" AND UNDER (WT: NR) FT E38000 GUARDRAIL REMOVED (WT: NR) FT E38800 GUARD POST REMOVED (WT: NR) EACH E58000 MANHOLE REMOVED (WT: NR) EACH E58100 CATCH BASIN REMOVED (WT: NR) EACH E58501 CATCH BASIN ABANDONED, AS PER PLAN (WT: NR) 202E66000 SPECIAL - DRILLED WATER WELL ABANDONED (WT: 03) 202E67001 REGULATED UNDERGROUND STORAGE EACH TANK REMOVED, AS PER PLAN (WT: NR) 202E75000 FENCE REMOVED (WT: NR) FT E75250 GATE REMOVED (WT: NR) 202E98000 REMOVAL MISC.:ENCROACHMENTS (WT: NR) Page 1

6 E98100 REMOVAL MISC.:LANDSCAPE ROCKS (WT: EACH NR) 202E98100 REMOVAL MISC.:LIGHT POLE REMOVED EACH (WT: NR) 202E98100 REMOVAL MISC.:POST AND WIRE (WT: NR) EACH E98100 REMOVAL MISC.:POST WITH ELECTRIC METER (WT: NR) 202E98100 REMOVAL MISC.:SIGN REMOVED (WT: NR) EACH E98100 REMOVAL MISC.:STEEL TOWER (WT: NR) 202E98200 REMOVAL MISC.:WALL AND RAILING (WT: NR) FT E98400 REMOVAL MISC.:CONCRETE PAD (WT: NR) SF E10000 EXCAVATION (WT: 06) CY 5, E20000 EMBANKMENT (WT: 04) CY 10, E20001 EMBANKMENT, AS PER PLAN (WT: 06) CY 4, E10000 SUBGRADE COMPACTION (WT: 06) SY 4, E13000 EXCAVATION OF SUBGRADE (WT: 06) CY E30010 GRANULAR MATERIAL, TYPE B (WT: 06) CY E45000 PROOF ROLLING (WT: NR) HOUR E15050 GUARDRAIL, TYPE MGS (WT: 36) FT E25550 ANCHOR ASSEMBLY, MGS TYPE A (WT: 36) EACH E26550 ANCHOR ASSEMBLY, MGS TYPE T (WT: 36) EACH E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 (WT: 36) 607E30000 FENCE, SNOW (WT: NR) FT 1, E " CONCRETE WALK (WT: 38) SF 4, E " CONCRETE WALK (WT: 38) SF E52000 CURB RAMP (WT: 38) SF E90000 BARRIER, MISC.:42" BARRIER (WT: 38) FT E40500 REFERENCE MONUMENT (WT: NR) EACH E40520 RIGHT-OF-WAY MONUMENT (WT: NR) EACH E50500 SPECIAL - CONCRETE PARKING BLOCK (WT: NR) EACH ROADWAY Section 0002 EROSION CONTROL E21050 TIED CONCRETE BLOCK MAT, TYPE 1 (WT: SY ) 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH CY FILTER (WT: 35) 659E00100 SOIL ANALYSIS TEST (WT: NR) EACH Page 2

7 E00300 TOPSOIL (WT: 46) CY E10000 SEEDING AND MULCHING (WT: 46) SY 8, E14000 REPAIR SEEDING AND MULCHING (WT: 46) SY E15000 INTER-SEEDING (WT: 46) SY E20000 COMMERCIAL FERTILIZER (WT: 46) TON E31000 LIME (WT: 46) ACRE E35000 WATER (WT: 46) MGAL E40000 MOWING (WT: 46) MSF E00700 DITCH EROSION PROTECTION (WT: 46) SY E15000 STORM WATER POLLUTION PREVENTION PLAN (WT: NR) 832E30000 EROSION CONTROL (WT: 08) EACH 150, E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS (WT: NR) 0002 EROSION CONTROL Section 0003 DRAINAGE E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN (WT: 21) 602E20000 CONCRETE MASONRY (WT: 35) CY E " SHALLOW PIPE UNDERDRAINS (WT: 35) FT 1, E " CONDUIT, TYPE E (WT: 35) FT E " CONDUIT, TYPE F FOR UNDERDRAIN FT OUTLETS (WT: 35) 611E " CONDUIT, TYPE C (WT: 35) FT E " CONDUIT, TYPE B (WT: 35) FT E " CONDUIT, TYPE C (WT: 35) FT E " CONDUIT, TYPE F, TYPE C OR FT (WT: 35) 611E " CONDUIT, TYPE B (WT: 35) FT E " CONDUIT, TYPE C (WT: 35) FT E " CONDUIT, TYPE B (WT: 35) FT E " CONDUIT, TYPE B (WT: 35) FT E " CONDUIT, TYPE F, TYPE C OR FT (WT: 35) 611E97400 CONDUIT, MISC.: 114" CONDUIT, TYPE A, AS FT PER PLAN (WT: 35) 611E98150 CATCH BASIN, NO. 3 (WT: 35) EACH E98180 CATCH BASIN, NO. 3A (WT: 35) EACH E98370 CATCH BASIN, NO. 6 (WT: 35) Page 3

8 E98371 CATCH BASIN, NO. 6, AS PER PLAN (WT: 35) EACH E98470 CATCH BASIN, NO. 2-2B (WT: 35) EACH E99574 MANHOLE, NO. 3 (WT: 35) EACH E99710 PRECAST REINFORCED CONCRETE OUTLET (WT: 35) 0003 DRAINAGE Section 0004 PAVEMENT E01000 PAVEMENT PLANING, ASPHALT CONCRETE, SY " (WT: 13) 301E46000 ASPHALT CONCRETE BASE, PG64-22 (WT: 10) CY E48000 ASPHALT CONCRETE BASE, PG64-22 CY (DRIVEWAYS) (WT: 10) 304E20000 AGGREGATE BASE (WT: 09) CY E10000 TACK COAT (WT: 10) GAL E50000 ASPHALT CONCRETE SURFACE COURSE, CY TYPE 1, (448), PG64-22 (WT: 10) 441E50300 ASPHALT CONCRETE INTERMEDIATE CY COURSE, TYPE 2, (448) (WT: 10) 441E50400 ASPHALT CONCRETE SURFACE COURSE, CY TYPE 1, (448), (DRIVEWAYS) (WT: 10) 452E " NON-REINFORCED CONCRETE SY PAVEMENT, CLASS QC1 (WT: 12) 609E26000 CURB, TYPE 6 (WT: 38) FT 1, PAVEMENT Section 0005 WATER WORK E20414 SPECIAL - 2" WATER MAIN POLYVINYL FT CHLORIDE PIPE AND FITTINGS (MUSKINGUM) (WT: 35) 638E20418 SPECIAL - 6" WATER MAIN POLYVINYL FT CHLORIDE PIPE AND FITTINGS (MUSKINGUM) (WT: 35) 638E20420 SPECIAL - 8" WATER MAIN POLYVINYL FT CHLORIDE PIPE AND FITTINGS (MUSKINGUM) (WT: 35) 638E20506 SPECIAL - 2" GATE VALVE WITH VALVE BOX EACH (MUSKINGUM) (WT: 35) 638E20538 SPECIAL - 6" GATE VALVE WITH VALVE BOX EACH (MUSKINGUM) (WT: 35) 638E20554 SPECIAL - 8" GATE VALVE WITH VALVE BOX (MUSKINGUM) (WT: 35) 638E20750 SPECIAL - 6" FIRE HYDRANT (MUSKINGUM) (WT: 35) Page 4

9 E20760 SPECIAL - FIRE HYDRANT REMOVED AND DISPOSED OF (MUSKINGUM) (WT: 35) 638E20878 SPECIAL - CUT AND PLUG EXISTING 6" WATER LINE (MUSKINGUM) (WT: 35) 638E20880 SPECIAL - CUT AND PLUG EXISTING 8" WATER LINE (MUSKINGUM) (WT: 35) 638E98000 WATER WORK, MISC.: CUT AND PLUG EXISTING 2" WATER LINE (MUSKINGUM) (WT: 35) 0005 WATER WORK Section 0006 SANITARY SEWER E " CONDUIT, TYPE B, (WT: 35) FT E99570 MANHOLE, NO. 2 (WT: 35) EACH SANITARY SEWER Section 0007 LIGHTING E00450 CONNECTION, FUSED PULL APART (WT: 43) EACH E00480 CONNECTION, UNFUSED PERMANENT (WT: EACH ) 625E10481 LIGHT POLE, DECORATIVE, AS PER PLAN EACH (15') (WT: 43) 625E10491 LIGHT POLE, CONVENTIONAL, AS PER PLAN EACH (35') (WT: 43) 625E14000 LIGHT POLE FOUNDATION, 24" X 6' DEEP EACH (WT: 43) 625E14200 LIGHT POLE FOUNDATION, 24" X 10' DEEP EACH (WT: 43) 625E22910 NO. 2/0 AWG 2400 VOLT DISTRIBUTION FT CABLE (WT: 43) 625E23200 NO. 4 AWG 2400 VOLT DISTRIBUTION CABLE FT 9, (WT: 43) 625E23400 NO. 10 AWG POLE AND BRACKET CABLE FT (WT: 43) 625E25400 CONDUIT, 2", (WT: 43) FT 1, E25408 CONDUIT, 2", (WT: 43) FT E25600 CONDUIT, 4", (WT: 43) FT E26253 LUMINAIRE, CONVENTIONAL, SOLID STATE EACH (LED), AS PER PLAN (138 WATT) (WT: 43) 625E27403 LUMINAIRE, POST TOP, SOLID STATE (LED), EACH AS PER PLAN (88 WATT) (WT: 43) 625E29002 TRENCH, 24" DEEP (WT: 43) FT E29930 MEDIAN JUNCTION BOX (WT: 43) EACH Page 5

10 E29941 BARRIER JUNCTION BOX, AS PER PLAN (WT: EACH ) 625E30706 PULL BOX, , 24" (WT: 43) EACH E32000 GROUND ROD (WT: 43) EACH E33000 STRUCTURE GROUNDING SYSTEM (WT: 43) 625E34001 POWER SERVICE, AS PER PLAN (WT: 43) 625E36000 PLASTIC CAUTION TAPE (WT: NR) FT E98000 LIGHTING, MISC.:PEDESTRIAN WALKWAY & ROADWAY (WT: 43) EACH LIGHTING Section 0008 TRAFFIC CONTROL E00100 RPM (WT: 41) EACH E00110 BARRIER REFLECTOR, TYPE 2, EACH BIDIRECTIONAL (WT: NR) 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST FT (WT: 42) 630E08510 STREET NAME SIGN SUPPORT, NO. 2 POST FT (WT: 42) 630E08600 SIGN POST REFLECTOR (WT: 42) EACH E80100 SIGN, FLAT SHEET (WT: 42) SF E84900 REMOVAL OF GROUND MOUNTED SIGN AND EACH DISPOSAL (WT: NR) 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND EACH REERECTION (WT: 42) 630E86002 REMOVAL OF GROUND MOUNTED POST EACH SUPPORT AND DISPOSAL (WT: NR) 630E86011 REMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECTION, AS PER PLAN (WT: 42) 630E86275 REMOVAL OF GROUND MOUNTED PIPE EACH SUPPORT AND REERECTION, AS PER PLAN (WT: 42) 642E00094 EDGE LINE, 6" (WT: 45) MILE E00290 CENTER LINE (WT: 45) MILE E00390 CHANNELIZING LINE, 8" (WT: 45) FT E00490 STOP LINE (WT: 45) FT E00590 CROSSWALK LINE (WT: 45) FT E01190 PARKING LOT STALL MARKING (WT: 45) FT E01290 LANE ARROW (WT: 45) EACH E01390 WORD ON PAVEMENT, 72" (WT: 45) 642E01700 HANDICAP SYMBOL MARKING (WT: 45) EACH Page 6

11 0008 TRAFFIC CONTROL Section 0009 TRAFFIC SIGNALS E25408 CONDUIT, 2", (WT: 43) FT E25604 CONDUIT, 4", (WT: 43) FT E29000 TRENCH (WT: 43) FT E30706 PULL BOX, , 24" (WT: 43) 625E32000 GROUND ROD (WT: 43) EACH E36000 PLASTIC CAUTION TAPE (WT: NR) FT E05007 VEHICULAR SIGNAL HEAD, (LED), 3- SECTION, 12" LENS, 1-WAY, POLYCARBONATE, AS PER PLAN, BLACK (WT: 44) EACH E20731 PEDESTRIAN SIGNAL HEAD (LED), TYPE D2, EACH COUNTDOWN, AS PER PLAN (WT: 44) 632E25000 COVERING OF VEHICULAR SIGNAL HEAD EACH (WT: 44) 632E25010 COVERING OF PEDESTRIAN SIGNAL HEAD EACH (WT: 44) 632E26001 PEDESTRIAN PUSHBUTTON, AS PER PLAN EACH (WT: 44) 632E30200 MESSENGER WIRE, 7 STRAND, 3/8" FT DIAMETER WITH ACCESSORIES (WT: 44) 632E30600 TETHER WIRE, WITH ACCESSORIES (WT: 44) FT E40700 SIGNAL CABLE, 7 CONDUCTOR, NO. 14 AWG FT 1, (WT: 44) 632E64000 STRAIN POLE FOUNDATION (WT: 44) EACH E64020 PEDESTAL FOUNDATION (WT: 44) EACH E65200 LOOP DETECTOR LEAD-IN CABLE (WT: 44) FT 1, E70001 POWER SERVICE, AS PER PLAN (WT: 44) 632E83300 STRAIN POLE, TYPE TC-81.10, DESIGN 13 EACH (WT: 44) 632E89900 PEDESTAL, 8', TRANSFORMER BASE (WT: 44) EACH E90101 REMOVAL OF TRAFFIC SIGNAL INSTALLATION, AS PER PLAN (WT: 44) 632E90400 SIGNALIZATION, MISC.:TEST HOLE EACH PERFORMED (WT: 44) 633E67101 CABINET FOUNDATION, AS PER PLAN (WT: 44) 633E67201 CONTROLLER WORK PAD, AS PER PLAN (WT: 44) 633E67301 PREEMPTION, AS PER PLAN (WT: 44) Page 7

12 E67311 PREEMPTION RECEIVING UNIT, AS PER EACH PLAN (WT: 44) 633E67320 PREEMPTION DETECTOR CABLE (WT: 44) FT E67351 PREEMPTION PHASE SELECTOR, AS PER PLAN (WT: 44) 633E67401 PREEMPTION CONFIRMATION LIGHT, AS EACH PER PLAN (WT: 44) 633E75001 UNINTERRUPTIBLE POWER SUPPLY (UPS), 1000 WATT, AS PER PLAN (WT: 44) 633E99000 CONTROLLER ITEM, MISC.:CONTROLLER UNIT, TYPE 2070E WITH ASC/3 SOFTWARE, WITH CABINET, TYPE 332 (WT: 44) 809E69100 STOP-BAR RADAR DETECTION (WT: 55) EACH TRAFFIC SIGNALS Section 0010 LANDSCAPING E00200 SPECIAL - STRUCTURES(TIMBER WALKWAY) (WT: 46) 690E98400 SPECIAL - COMMEMORATIVE DISPLAY (WT: 46) 0010 LANDSCAPING Section 0011 BUILDING DEMOLITION E56000 BUILDING DEMOLISHED, PARCEL 5-WD, 2- STORY FRAME HOUSE, BASEMENT (WT: 02) 202E56000 BUILDING DEMOLISHED, PARCEL 6-WD, 2 METAL STORAGE BUILDINGS, SHED (WT: 02) 690E71000 SPECIAL - ASBESTOS ABATEMENT, PARCEL 5-WD (WT: NR) 0011 BUILDING DEMOLITION Section 0012 MAINTENANCE OF TRAFFIC E12000 TRAFFIC COMPACTED SURFACE, TYPE A OR CY B (WT: NR) 614E11110 LAW ENFORCEMENT OFFICER WITH HOUR PATROL CAR FOR ASSISTANCE (WT: 39) 614E11130 LAW ENFORCEMENT OFFICER FOR HOUR ASSISTANCE (WT: 39) 614E12420 DETOUR SIGNING (WT: 39) 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, SNMT AS PER PLAN (WT: 39) 614E21000 WORK ZONE CENTER LINE, CLASS I (WT: 39) MILE E26000 WORK ZONE STOP LINE, CLASS I (WT: 39) FT E40051 BUSINESS ENTRANCE SIGN, AS PER PLAN (WT: 39) Page 8

13 E10000 ROADS FOR MAINTAINING TRAFFIC (WT: 39) 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, SY CLASS B (WT: 10) 616E10000 WATER (WT: NR) MGAL MAINTENANCE OF TRAFFIC Section 0013 STRUCTURE OVER 20 FOOT SPAN ( ) E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN (WT: 19) 202E22900 APPROACH SLAB REMOVED (WT: NR) SY E23500 WEARING COURSE REMOVED (WT: NR) SY STRUCTURE OVER 20 FOOT SPAN ( ) Section 0014 STRUCTURE OVER 20 FOOT SPAN (MUS-CR ) E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN (WT: 21) 202E22900 APPROACH SLAB REMOVED (WT: NR) SY E23500 WEARING COURSE REMOVED (WT: NR) SY 2, E11101 COFFERDAMS AND EXCAVATION BRACING, AS PER PLAN (WT: 21) 503E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN (WT: 21) 509E10000 EPOXY COATED REINFORCING STEEL (WT: LB 677, ) 511E33418 CLASS QC2 CONCRETE WITH QC/QA, CY SUPERSTRUCTURE (WT: 21) 511E34446 CLASS QC2 CONCRETE WITH QC/QA, CY 1, BRIDGE DECK (WT: 21) 511E34451 CLASS QC2 CONCRETE WITH QC/QA, CY BRIDGE DECK (PARAPET), AS PER PLAN (WT: 21) 511E44113 CLASS QC1 CONCRETE WITH QC/QA, CY ABUTMENT NOT INCLUDING FOOTING, AS PER PLAN (WT: 21) 511E45603 CLASS QC4 MASS CONCRETE, CY 1, SUBSTRUCTURE WITH QC/QA, AS PER PLAN (WT: 21) 511E46512 CLASS QC1 CONCRETE WITH QC/QA, CY FOOTING (WT: 21) 511E53014 CLASS QC3 CONCRETE, MISC.: MODULAR CY EXPANSION JOINT (WT: 21) 512E10050 SEALING OF CONCRETE SURFACES (NON- SY 6, EPOXY) (WT: 57) Page 9

14 E10201 STRUCTURAL STEEL MEMBERS, LEVEL UF, LB 1, AS PER PLAN (WT: 24) 513E17001 STRUCTURAL STEEL MEMBERS, MODULAR FT EXPANSION JOINT, LEVEL UF, AS PER PLAN (WT: 24) 515E15120 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM MEMBERS, LEVEL 3, TYPE WF66-49 (LENGTH = 129'-6") (WT: 21) EACH E15120 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM MEMBERS, LEVEL 3, TYPE WF66-49 (LENGTH = 73'-3") (WT: 21) EACH E20001 INTERMEDIATE DIAPHRAGMS, AS PER PLAN EACH (WT: 21) 516E12201 STRUCTURAL STEEL EXPANSION JOINT, AS FT PER PLAN (WT: 27) 516E " PREFORMED EXPANSION JOINT FILLER SF (WT: NR) 516E " PREFORMED EXPANSION JOINT FILLER SF (WT: NR) 516E44201 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN (14" x 19" x " WITH 21" x 39.5" x " LOAD PLATE) (WT: 21) EACH E44201 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN (14" x 19" x " WITH 21" x 39.5" x 1.625" LOAD PLATE) (WT: 21) EACH E44401 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLAN (17" x 18" x " WITH 19" x 39.5" x 1.625" LOAD PLATE) (WT: 21) EACH E76300 RAILING, MISC.: CONCRETE PARAPET FT CLASS QC2 CONCRETE WITH QC/QA AND STEEL RAILING (WT: 21) 517E76300 RAILING, MISC.: STEEL HANDRAIL SYSTEMS FT INCLUDING CONCRETE PILASTERS CLASS QC2 CONCRETE (WT: 21) 518E21200 POROUS BACKFILL WITH GEOTEXTILE CY FABRIC (WT: 21) 518E " PERFORATED CORRUGATED PLASTIC FT PIPE (WT: NR) 518E " NON-PERFORATED CORRUGATED FT PLASTIC PIPE, INCLUDING SPECIALS, AS PER PLAN (WT: NR) Page 10

15 E94904 DRILLED SHAFTS, 48" DIAMETER, INTO FT BEDROCK (WT: 28) 524E94906 DRILLED SHAFTS, 54" DIAMETER, ABOVE FT BEDROCK (WT: 28) 524E94934 DRILLED SHAFTS, 66" DIAMETER, INTO FT BEDROCK (WT: 28) 524E94946 DRILLED SHAFTS, 72" DIAMETER, ABOVE FT BEDROCK (WT: 28) 524E95100 DRILLED SHAFTS, MISC.: CSL TESTING, 4'-0" EACH DIAMETER SHAFT (WT: NR) 524E95100 DRILLED SHAFTS, MISC.: CSL TESTING, 5'-6" EACH DIAMETER SHAFT (WT: NR) 524E95200 DRILLED SHAFTS, MISC. SHAFT INSPECTION DEVICES (WT: NR) 526E30011 REINFORCED CONCRETE APPROACH SLABS SY WITH QC/QA (T=17"), AS PER PLAN (WT: 20) 526E90020 TYPE B INSTALLATION (WT: 20) SY E14000 SPECIAL - STRUCTURAL SURVEY AND MONITORING OF VIBRATION (WT: NR) 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH CY FILTER (WT: 35) 690E98400 SPECIAL - PROJECT INSPECTION PHOTOS (WT: 46) 0014 STRUCTURE OVER 20 FOOT SPAN (MUS-CR ) Section 0015 INCIDENTALS E50200 DEPARTMENT'S SHARE OF THE DISPUTE RESOLUTION ADVISOR (WT: NR) 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYMENT BOND (WT: NR) 108E10000 CPM PROGRESS SCHEDULE (WT: NR) 111E10000 SPECIAL - DEPARTMENTS SHARE FACILITATED PARTNERING COSTS (WT: NR) 614E11000 MAINTAINING TRAFFIC (WT: 39) 619E16020 FIELD OFFICE, TYPE C (WT: NR) MNTH E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING (WT: NR) 624E10000 MOBILIZATION (WT: NR) 0015 INCIDENTALS Page 11

16 Project Number: PID: Hamilton IR E140(985) DBE Goal: 11% Date Set for Completion: 6/15/2021 Type: MAJOR WIDENING Plan Cost: $ FOR IMPROVING VARIOUS SECTIONS OF I.R. 71 IN THE CITY OF CINCINATTI, COLUMBIA AND SYCAMORE TOWNSHIPS, HAMILTON COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY INTERSTATE LANE WIDENING AND RAMP RECONSTRUCTION AND REALIGNMENT. Ref. No. Item Code Item Description Section 0001 ROADWAY (PART 1) Project Length: NA Miles Work Length: NA Miles Pavement Width: NA Feet Unit of Measure Approx. Quantity E11000 CLEARING AND GRUBBING (WT: 01) 202E23000 PAVEMENT REMOVED (WT: NR) SY 4, E23010 PAVEMENT REMOVED, ASPHALT (WT: NR) SY 3, E30701 CONCRETE BARRIER REMOVED, AS PER FT PLAN, NJ TYPE D, 32" H (WT: NR) 202E30701 CONCRETE BARRIER REMOVED, AS PER FT 4, PLAN, NJ TYPE D50, 50" H (WT: NR) 202E32000 CURB REMOVED (WT: NR) FT E38000 GUARDRAIL REMOVED (WT: NR) FT 26, E42010 ANCHOR ASSEMBLY REMOVED, TYPE E (WT: EACH NR) 202E42040 ANCHOR ASSEMBLY REMOVED, TYPE T (WT: EACH NR) 202E47000 BRIDGE TERMINAL ASSEMBLY REMOVED EACH (WT: NR) 202E70110 SPECIAL - PIPE CLEANOUT, 24" AND UNDER FT 3, (WT: NR) 202E70120 SPECIAL - PIPE CLEANOUT, 27" TO 48" (WT: FT NR) 202E98100 REMOVAL MISC.: DRAINAGE STRUCTURE EACH CLEANOUT (WT: NR) Page 12

17 E98200 REMOVAL MISC.: PAVED GUTTER, AS PER FT 2, PLAN (WT: NR) 202E98300 REMOVAL MISC.:4" CONCRETE CAP (WT: NR) SY E10000 EXCAVATION (WT: 06) CY E20000 EMBANKMENT (WT: 06) CY E10000 SUBGRADE COMPACTION (WT: 06) SY 10, E13000 EXCAVATION OF SUBGRADE (WT: 06) CY 3, E30020 GRANULAR MATERIAL, TYPE C (WT: 06) CY 3, E45000 PROOF ROLLING (WT: NR) HOUR E50000 GEOTEXTILE FABRIC (WT: 07) SY 10, E37501 PAVED GUTTER, TYPE 1-2, AS PER PLAN FT 1, (WT: 38) 601E38001 PAVED GUTTER, TYPE 1-4, AS PER PLAN FT 1, (WT: 38) 606E15050 GUARDRAIL, TYPE MGS (WT: 36) FT 11, E15100 GUARDRAIL, TYPE MGS WITH LONG POSTS FT 11, (WT: 36) 606E26150 ANCHOR ASSEMBLY, MGS TYPE E (WT: 36) EACH E26550 ANCHOR ASSEMBLY, MGS TYPE T (WT: 36) EACH E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 EACH (WT: 36) 606E35102 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 2 EACH (WT: 36) 608E " CONCRETE WALK (WT: 38) SF 5, E52000 CURB RAMP (WT: 38) SF E16000 CURB, TYPE 2-B (WT: 38) FT E24510 CURB, TYPE 4-C (WT: 38) FT E26001 CURB, TYPE 6, AS PER PLAN (WT: 38) FT E10100 CONCRETE BARRIER, SINGLE SLOPE, TYPE FT 2, B1 (WT: 38) 622E10160 CONCRETE BARRIER, SINGLE SLOPE, TYPE FT D (WT: 38) 622E10201 BARRIER TRANSITION, AS PER PLAN "A" EACH (WT: 38) 622E10201 BARRIER TRANSITION, AS PER PLAN "B" EACH (WT: 38) 622E25000 CONCRETE BARRIER END SECTION, TYPE D EACH (WT: 38) 622E25006 CONCRETE BARRIER, END ANCHORAGE, EACH REINFORCED, TYPE B1 (WT: 38) Page 13

18 E25007 CONCRETE BARRIER, END ANCHORAGE, EACH REINFORCED, TYPE B1, AS PER PLAN (WT: 38) 622E25050 CONCRETE BARRIER, END ANCHORAGE, EACH REINFORCED, TYPE D (WT: 38) 622E90000 BARRIER, MISC.:NEW JERSEY SHAPE, TYPE FT 1, D, 50" HEIGHT (WT: 38) 626E00102 BARRIER REFLECTOR, TYPE 1, 1WAY (WT: EACH NR) 626E00102 BARRIER REFLECTOR, TYPE 1, EACH BIDIRECTIONAL (WT: NR) 626E00110 BARRIER REFLECTOR, TYPE 2, 1WAY (WT: EACH NR) 690E65016 SPECIAL - WORK INVOLVING PETROLEUM TON CONTAMINATED SOIL (WT: NR) 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATERIALS (WT: NR) 0001 ROADWAY (PART 1) Section 0002 EROSION CONTROL (PART 1) E00300 TOPSOIL (WT: 46) CY E10000 SEEDING AND MULCHING (WT: 46) SY 1, E14000 REPAIR SEEDING AND MULCHING (WT: 46) SY E20000 COMMERCIAL FERTILIZER (WT: 46) TON E31000 LIME (WT: 46) ACRE E35000 WATER (WT: 46) MGAL E00700 DITCH EROSION PROTECTION (WT: 46) SY E15000 STORM WATER POLLUTION PREVENTION PLAN (WT: NR) 832E30000 EROSION CONTROL (WT: 08) EACH 25, E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS (WT: nr) 0002 EROSION CONTROL (PART 1) Section 0003 DRAINAGE (PART 1) E11100 PATCHING CONCRETE STRUCTURE (WT: 29) SF E " SHALLOW PIPE UNDERDRAINS (WT: 35) FT 3, E " UNCLASSIFIED PIPE UNDERDRAINS (WT: FT ) 605E " BASE PIPE UNDERDRAINS (WT: 35) FT 2, E " CONDUIT, TYPE F FOR UNDERDRAIN FT OUTLETS (WT: 35) 611E " CONDUIT, TYPE F (WT: 35) FT Page 14

19 E " CONDUIT, TYPE B (WT: 35) FT E98634 CATCH BASIN RECONSTRUCTED TO GRADE EACH (WT: 35) 611E98690 CATCH BASIN, MISC.: REPAIR STRUCTURE EACH (WT: 35) 611E99154 INLET RECONSTRUCTED TO GRADE (WT: 35) 611E99155 INLET RECONSTRUCTED TO GRADE, AS PER PLAN (WT: 35) 611E99500 INLET, MISC.: REMOVE AND REPLACE (WT: EACH ) 611E99500 INLET, MISC.: REPAIR STRUCTURE (WT: 35) EACH E99660 MANHOLE RECONSTRUCTED TO GRADE (WT: 35) EACH DRAINAGE (PART 1) Section 0004 PAVEMENT (PART 1) E01000 FULL DEPTH RIGID PAVEMENT REMOVAL SY 6, AND FLEXIBLE REPLACEMENT (WT: 16) 252E01500 FULL DEPTH PAVEMENT SAWING (WT: 16) FT 27, E01000 PAVEMENT PLANING, ASPHALT CONCRETE, SY 6, /4" (WT: 13) 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, SY 189, /4" (WT: 13) 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, SY 29, " (WT: 13) 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, SY 172, /4" (WT: 13) 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, SY 7, " (WT: 13) 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, SY AVG 3.63" (WT: 13) 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, SY AVG 2.25" (WT: 13) 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, SY 1, AVG 6.38" (WT: 13) 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, SY 200, AS PER PLAN1.5" (WT: 13) 301E46000 ASPHALT CONCRETE BASE, PG64-22 (WT: 10) CY E46000 ASPHALT CONCRETE BASE, PG64-22 (WT: 10) CY 2, E20000 AGGREGATE BASE (WT: 09) CY 2, E10000 TACK COAT (WT: 10) GAL 20, E13900 TACK COAT, (WT: 10) GAL 10, E20000 NON-TRACKING TACK COAT (WT: 10) GAL 17, Page 15

20 E50000 ASPHALT CONCRETE SURFACE COURSE, CY TYPE 1, (448), PG64-22 (WT: 10) 442E00100 ANTI-SEGREGATION EQUIPMENT (WT: 10) CY 43, E10100 ASPHALT CONCRETE INTERMEDIATE CY 24, COURSE, 19 MM, TYPE A (446) (WT: 10) 442E20100 ASPHALT CONCRETE INTERMEDIATE CY 1, COURSE, 9.5 MM, TYPE A (448) (WT: 10) 452E " NON-REINFORCED CONCRETE SY PAVEMENT, CLASS QC1 (WT: 12) 452E " NON-REINFORCED CONCRETE SY PAVEMENT, CLASS QC1 (WT: 12) 618E40601 RUMBLE STRIPS, (ASPHALT CONCRETE), AS MILE PER PLAN (WT: NR) 806E00100 ASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE A (WT: 10) CY 18, PAVEMENT (PART 1) Section 0005 LIGHTING (PART 1) E00450 CONNECTION, FUSED PULL APART (WT: 43) EACH E00460 CONNECTION, UNFUSED PULL APART (WT: EACH ) 625E10490 LIGHT POLE, CONVENTIONAL, EACH CONVENTIONAL (WT: 43) 625E13400 LIGHT TOWER, BBBBBB100 (WT: 43) EACH E14000 LIGHT POLE FOUNDATION, 24" X 6' DEEP EACH (WT: 43) 625E15200 LIGHT TOWER FOUNDATION, 36" X 25' DEEP EACH (WT: 43) 625E18100 BRACKET ARM, 12' (WT: 43) EACH E23200 NO. 4 AWG 2400 VOLT DISTRIBUTION CABLE FT 2, (WT: 43) 625E23300 NO. 2 AWG 2400 VOLT DISTRIBUTION CABLE FT 2, (WT: 43) 625E23400 NO. 10 AWG POLE AND BRACKET CABLE FT 1, (WT: 43) 625E25402 CONDUIT, 2", (WT: 43) FT 1, E25910 CONDUIT CLEANED AND CABLES REMOVED FT (WT: 43) 625E26251 LUMINAIRE, CONVENTIONAL, AS PER PLAN, EACH AS PER PLAN (WT: 43) 625E26260 LUMINAIRE, HIGH MAST, HIGH MAST (WT: 43) EACH E29000 TRENCH (WT: 43) FT 1, E29900 JUNCTION BOX (WT: 43) EACH Page 16

21 E30700 PULL BOX, , 18" (WT: 43) EACH E32000 GROUND ROD (WT: 43) EACH E36000 PLASTIC CAUTION TAPE (WT: NR) FT 1, E40010 SPECIAL - REPLACEMENT OF EXISTING EACH LIGHTING UNIT (WT: 43) 625E75350 LIGHT TOWER REMOVED (WT: NR) EACH E75400 LIGHT POLE REMOVED (WT: NR) EACH E75500 LIGHT POLE FOUNDATION REMOVED (WT: EACH NR) 625E75506 LUMINAIRE REMOVED (WT: NR) EACH E75540 LIGHT TOWER FOUNDATION REMOVED (WT: EACH NR) 625E75550 DISTRIBUTION CABLE REMOVED (WT: NR) FT E75801 DISCONNECT CIRCUIT, AS PER PLAN (WT: EACH NR) 625E00480 CONNECTION, UNFUSED PERMANENT (WT: EACH ) 625E14200 LIGHT POLE FOUNDATION, 24" X 10' DEEP EACH (WT: 43) 625E18100 BRACKET ARM, 12' (WT: 43) EACH E18200 BRACKET ARM, 15' (WT: 43) EACH E18300 BRACKET ARM, 18' (WT: 43) EACH E18400 BRACKET ARM, 20' (WT: 43) EACH LIGHTING (PART 1) Section 0006 TRAFFIC CONTROL (PART 1) E00100 RPM (WT: 41) EACH 1, E54000 RAISED PAVEMENT MARKER REMOVED (WT: EACH 1, NR) 625E32000 GROUND ROD (WT: 43) EACH E00102 BARRIER REFLECTOR, TYPE EACH BIDIRECTIONAL (WT: NR) 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST FT 2, (WT: 42) 630E04100 GROUND MOUNTED SUPPORT, NO. 4 POST FT (WT: 42) 630E06400 GROUND MOUNTED STRUCTURAL BEAM FT SUPPORT, S4X7.7 (WT: 42) 630E06500 GROUND MOUNTED STRUCTURAL BEAM FT SUPPORT, W6X9 (WT: 42) 630E07000 GROUND MOUNTED STRUCTURAL BEAM FT SUPPORT, W8X18 (WT: 42) Page 17

22 E07600 GROUND MOUNTED STRUCTURAL BEAM FT SUPPORT, W10X12 (WT: 42) 630E08600 SIGN POST REFLECTOR (WT: 42) EACH E09000 BREAKAWAY STRUCTURAL BEAM EACH CONNECTION (WT: 42) 630E20300 OVERHEAD SIGN SUPPORT, TYPE TC-12.30, DESIGN 3 (WT: 42) 630E20600 OVERHEAD SIGN SUPPORT, TYPE TC-12.30, EACH DESIGN 6 (WT: 42) 630E20800 OVERHEAD SIGN SUPPORT, TYPE TC-12.30, EACH DESIGN 8 (WT: 42) 630E20900 OVERHEAD SIGN SUPPORT, TYPE TC-12.30, EACH DESIGN 9 (WT: 42) 630E21000 OVERHEAD SIGN SUPPORT, TYPE TC-12.30, EACH DESIGN 10 (WT: 42) 630E35500 OVERHEAD SIGN SUPPORT, TYPE TC-7.65, DESIGN 6 (WT: 42) 630E45500 OVERHEAD SIGN SUPPORT, TYPE TC-7.65, EACH DESIGN 8 (WT: 42) 630E66500 OVERHEAD SIGN SUPPORT, TYPE TC EACH (WT: 42) 630E75000 SIGN ATTACHMENT ASSEMBLY (WT: 42) EACH E79500 SIGN SUPPORT ASSEMBLY, POLE MOUNTED EACH (WT: 42) 630E79604 SIGN SUPPORT ASSEMBLY, BRIDGE EACH MOUNTED, TYPE 2 (WT: 42) 630E79610 SIGN SUPPORT ASSEMBLY, BARRIER EACH MOUNTED (WT: 42) 630E80100 SIGN, FLAT SHEET (WT: 42) SF 2, E80200 SIGN, GROUND MOUNTED EXTRUSHEET SF (WT: 42) 630E80224 SIGN, OVERHEAD EXTRUSHEET (WT: 42) SF 5, E84500 GROUND MOUNTED STRUCTURAL BEAM EACH SUPPORT FOUNDATION (WT: 42) 630E84510 RIGID OVERHEAD SIGN SUPPORT EACH FOUNDATION (WT: 42) 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND EACH DISPOSAL (WT: NR) 630E85500 REMOVAL OF GROUND MOUNTED MAJOR EACH SIGN AND STORAGE (WT: NR) 630E86002 REMOVAL OF GROUND MOUNTED POST EACH SUPPORT AND DISPOSAL (WT: NR) Page 18

23 E86102 REMOVAL OF GROUND MOUNTED EACH STRUCTURAL BEAM SUPPORT AND DISPOSAL (WT: NR) 630E86310 REMOVAL OF STRUCTURE MOUNTED SIGN EACH AND DISPOSAL (WT: NR) 630E87000 REMOVAL OF OVERHEAD MOUNTED SIGN EACH AND STORAGE (WT: NR) 630E87500 REMOVAL OF POLE MOUNTED SIGN AND EACH DISPOSAL (WT: NR) 630E89706 REMOVAL OF OVERHEAD SIGN SUPPORT EACH AND DISPOSAL, TYPE TC (WT: NR) 630E89802 REMOVAL OF OVERHEAD SIGN SUPPORT EACH AND DISPOSAL, TYPE TC-7.65 (WT: NR) 630E89804 REMOVAL OF OVERHEAD SIGN SUPPORT EACH AND DISPOSAL, TYPE TC (WT: NR) 630E89808 REMOVAL OF OVERHEAD SIGN SUPPORT AND DISPOSAL, TYPE TC (WT: NR) 630E97700 SIGNING, MISC.: REMOVAL OF BARRIER EACH MOUNTED POST SUPPORT AND DISPOSAL (WT: 42) 630E97700 SIGNING, MISC.: REMOVAL OF STRUCTURE EACH MOUNTED POST SUPPORT AND DISPOSAL (WT: 42) 631E97700 SIGN LIGHTING MISC.: REMOVE SIGN EACH SERVICE (WT: 43) 644E00104 EDGE LINE, 6" (WT: 45) MILE E00204 LANE LINE, 6" (WT: 45) MILE E00404 CHANNELIZING LINE, 12" (WT: 45) FT 13, E00500 STOP LINE (WT: 45) FT E00720 CHEVRON MARKING (WT: 45) FT E01300 LANE ARROW (WT: 45) EACH E01360 WRONG WAY ARROW (WT: 45) EACH E01410 WORD ON PAVEMENT, 96" (WT: 45) 644E01510 DOTTED LINE, 6" (WT: 45) FT 12, E10010 EDGE LINE, 6" (WT: 45) MILE E10110 LANE LINE, 6" (WT: 45) MILE E10310 CHANNELIZING LINE, 12" (WT: 45) FT 1, E10620 CHEVRON MARKING (WT: 45) FT E20504 DOTTED LINE, 6" (WT: 45) FT TRAFFIC CONTROL (PART 1) Section 0008 MAINTENANCE OF TRAFFIC (PART 1) E " CONDUIT, TYPE B (WT: 35) FT Page 19

24 E99114 INLET, NO. 3 FOR SINGLE SLOPE BARRIER, EACH TYPE D (WT: 35) 611E99574 MANHOLE, NO. 3 (WT: 35) 611E99655 MANHOLE ADJUSTED TO GRADE, AS PER EACH PLAN (WT: 35) 614E11110 LAW ENFORCEMENT OFFICER WITH HOUR 2, PATROL CAR FOR ASSISTANCE (WT: 39) 614E11500 WORKSITE TRAFFIC SUPERVISOR (WT: 39) MNTH E11630 INCREASED BARRIER DELINEATION (WT: 39) FT 8, E12336 WORK ZONE IMPACT ATTENUATOR EACH (UNIDIRECTIONAL) (WT: 39) 614E12420 DETOUR SIGNING (WT: 39) 614E12484 WORK ZONE INCREASED PENALTIES SIGN EACH (WT: 39) 614E12500 REPLACEMENT SIGN (WT: 39) EACH E12600 REPLACEMENT DRUM (WT: 39) EACH E12756 WORK ZONE CROSSOVER LIGHTING EACH SYSTEM (WT: 39) 614E12801 WORK ZONE RAISED PAVEMENT MARKER, EACH 4, AS PER PLAN (WT: 39) 614E13310 BARRIER REFLECTOR, TYPE 1, 1WAY (WT: EACH 1, NR) 614E13314 BARRIER REFLECTOR, TYPE 3, 1WAY (WT: EACH NR) 614E13350 OBJECT MARKER, ONE WAY (WT: NR) EACH E18000 MAINTAINING TRAFFIC, MISC.:EMERGENCY EACH ACCESS GATE SYSTEM (WT: 39) 614E18002 MAINTAINING TRAFFIC, MISC.:MAINTENANCE OF MAJOR GUIDE SIGNS (WT: 39) 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, SNMT AS PER PLAN (WT: 39) 614E18700 DIGITAL SPEED LIMIT (DSL) SIGN ASSEMBLY SNMT (WT: 39) 614E20000 WORK ZONE LANE LINE, CLASS I, 4" (WT: 39) MILE E20550 WORK ZONE LANE LINE, CLASS III, 4", 642 MILE PAINT (WT: 39) 614E21200 WORK ZONE CENTER LINE, CLASS I, , MILE TYPE I (WT: 39) 614E22000 WORK ZONE EDGE LINE, CLASS I, 4" (WT: 39) MILE E22200 WORK ZONE EDGE LINE, CLASS I, 4", , MILE TYPE I (WT: 39) 614E22350 WORK ZONE EDGE LINE, CLASS III, 4", 642 MILE PAINT (WT: 39) Page 20

25 E23000 WORK ZONE CHANNELIZING LINE, CLASS I, FT 52, " (WT: 39) 614E23400 WORK ZONE CHANNELIZING LINE, CLASS I, FT ", , TYPE I (WT: 39) 614E23680 WORK ZONE CHANNELIZING LINE, CLASS III, FT 14, ", 642 PAINT (WT: 39) 614E24000 WORK ZONE DOTTED LINE, CLASS I (WT: 39) FT 27, E24400 WORK ZONE DOTTED LINE, CLASS I, , FT TYPE I (WT: 39) 614E24610 WORK ZONE DOTTED LINE, CLASS III, 642 FT 13, PAINT (WT: 39) 614E25000 WORK ZONE TRANSVERSE/DIAGONAL LINE, FT CLASS I (WT: 39) 614E25400 WORK ZONE TRANSVERSE/DIAGONAL LINE, FT CLASS I, , TYPE I (WT: 39) 614E26400 WORK ZONE STOP LINE, CLASS I, , FT TYPE I (WT: 39) 614E30400 WORK ZONE ARROW, CLASS I, , TYPE EACH I (WT: 39) 614E40000 LONGITUDINAL CHANNELIZER (WT: 39) FT 2, E10000 ROADS FOR MAINTAINING TRAFFIC (WT: NR) 615E20000 PAVEMENT FOR MAINTAINING TRAFFIC, SY 2, CLASS A (WT: 10) 615E20001 PAVEMENT FOR MAINTAINING TRAFFIC, SY 41, CLASS A, AS PER PLAN (WT: 10) 622E41000 PORTABLE BARRIER, 32" (WT: 39) FT 16, E41011 PORTABLE BARRIER, 50", AS PER PLAN (WT: FT 26, ) 622E41020 PORTABLE BARRIER, 32", BRIDGE MOUNTED FT 1, (WT: 39) 622E41031 PORTABLE BARRIER, 50", BRIDGE FT MOUNTED, AS PER PLAN (WT: 39) 622E41050 PORTABLE BARRIER, "Y" CONNECTOR (WT: 39) EACH MAINTENANCE OF TRAFFIC (PART 1) Section 0009 STRUCTURE OVER 20 FOOT SPAN (HAM ) (PART 1) E11001 CLEARING AND GRUBBING, AS PER PLAN (WT: 01) 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN (WT: 21) 202E22900 APPROACH SLAB REMOVED (WT: NR) SY Page 21

26 E11100 COFFERDAMS AND EXCAVATION BRACING (WT: 21) 503E21100 UNCLASSIFIED EXCAVATION (WT: 21) CY E10000 EPOXY COATED REINFORCING STEEL (WT: LB ) 510E10001 DOWEL HOLES WITH NONSHRINK, EACH NONMETALLIC GROUT, AS PER PLAN (WT: 21) 511E45711 CLASS QC1 CONCRETE, ABUTMENT, AS PER CY PLAN (WT: 29) 511E81200 CONCRETE, MISC.: PRESSURE WASH BEAMS SEATS AND BACKWALL (WT: NR) 512E10300 SEALING CONCRETE BRIDGE DECKS WITH SY 1, HMWM RESIN (WT: 29) 513E95020 STRUCTURAL STEEL, MISC.: PRESSURE WASH STRUCTURAL STEEL (WT: 24) 516E14800 STRUCTURAL JOINT OR JOINT SEALER, MISC.:CLEAN AND RE-USE EXISTING EXPANSION JOINT (WT: 29) 518E21230 POROUS BACKFILL WITH GEOTEXTILE FABRIC (WT: 21) 518E63300 STRUCTURE DRAINAGE, MISC.: SCUPPER AND DRAINAGE PIPE CLEAN OUT (WT: NR) 519E11101 PATCHING CONCRETE STRUCTURE, AS PER SF 1, PLAN (WT: 29) 519E12300 PATCHING CONCRETE BRIDGE DECK - TYPE SY B (WT: 29) 526E15001 REINFORCED CONCRETE APPROACH SLABS SY (T=13"), AS PER PLAN (WT: 20) 530E00400 SPECIAL - STRUCTURES PROTECTION OF UTILITIES (WT: NR) 607E39930 VANDAL PROTECTION FENCE, 12' CURVED, FT COATED FABRIC (WT: 37) 608E " CONCRETE WALK (WT: 38) SF E39990 TEMPORARY VANDAL FENCING (WT: 24) FT STRUCTURE OVER 20 FOOT SPAN (HAM ) (PART 1) Section 0010 STRUCTURE OVER 20 FOOT SPAN (HAM L) (PART 1) E11001 CLEARING AND GRUBBING, AS PER PLAN (WT: 01) 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN (WT: 21) Page 22

27 E10001 DOWEL HOLES WITH NONSHRINK, EACH NONMETALLIC GROUT, AS PER PLAN (WT: 21) 512E10100 SEALING OF CONCRETE SURFACES (EPOXY- SY 2, URETHANE) (WT: 57) 512E74000 REMOVAL OF EXISTING COATINGS FROM SY 2, CONCRETE SURFACES (WT: NR) 516E11211 STRUCTURAL EXPANSION JOINT INCLUDING FT ELASTOMERIC STRIP SEAL, AS PER PLAN (WT: 27) 516E44101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLANELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), (WT: 29) EACH E44201 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLANELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), (WT: 21) EACH E47000 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE (WT: 21) 518E63300 STRUCTURE DRAINAGE, MISC.: SCUPPER AND DRAINAGE PIPE CLEAN OUT (WT: NR) 519E11101 PATCHING CONCRETE STRUCTURE, AS PER SF PLAN (WT: 29) 848E10201 SUPERPLASTICIZED DENSE CONCRETE SY OVERLAY USING HYDRODEMOLITION, AS PER PLAN 1 3/4" THICK (WT: 29) 848E10201 SUPERPLASTICIZED DENSE CONCRETE SY 1, OVERLAY USING HYDRODEMOLITION, AS PER PLAN 2 3/4" THICK (WT: 29) 848E20000 SURFACE PREPARATION USING SY 1, HYDRODEMOLITION (WT: 30) 848E30200 SUPERPLASTICIZED DENSE CONCRETE CY OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY (WT: 29) 848E50000 HAND CHIPPING (WT: 29) SY E50100 TEST SLAB (WT: 29) 848E50320 EXISTING CONCRETE OVERLAY REMOVED 1 SY 1, /4" THICK (WT: 29) 848E50340 REMOVAL OF DEBONDED OR DETERIORATED EXISTING VARIABLE THICKNESS CONCRETE OVERLAY (WT: 29) SY STRUCTURE OVER 20 FOOT SPAN (HAM L) (PART 1) Page 23

28 Section 0011 STRUCTURE OVER 20 FOOT SPAN (HAM L) ALTERNATES (PART 1) AA1 514E00050 SURFACE PREPARATION OF EXISTING SF 3, STRUCTURAL STEEL(ALTERNATE 1) (WT: 26) AA1 514E00056 FIELD PAINTING OF EXISTING STRUCTURAL SF 3, STEEL, PRIME COAT(ALTERNATE 1) (WT: 26) AA1 514E00060 FIELD PAINTING STRUCTURAL STEEL, SF 3, INTERMEDIATE COAT(ALTERNATE 1) (WT: 26) AA1 514E00066 FIELD PAINTING STRUCTURAL STEEL, SF 3, FINISH COAT(ALTERNATE 1) (WT: 26) AA1 514E00504 GRINDING FINS, TEARS, SLIVERS ON MNHR EXISTING STRUCTURAL STEEL(ALTERNATE 1) (WT: 26) AA1 514E10000 FINAL INSPECTION REPAIR(ALTERNATE 1) EACH (WT: 26) AA2 514E00050 SURFACE PREPARATION OF EXISTING SF 14, STRUCTURAL STEEL(ALTERNATE 2) (WT: 26) AA2 514E00056 FIELD PAINTING OF EXISTING STRUCTURAL SF 14, STEEL, PRIME COAT(ALTERNATE 2) (WT: 26) AA2 514E00060 FIELD PAINTING STRUCTURAL STEEL, SF 14, INTERMEDIATE COAT(ALTERNATE 2) (WT: 26) AA2 514E00066 FIELD PAINTING STRUCTURAL STEEL, SF 14, FINISH COAT(ALTERNATE 2) (WT: 26) AA2 514E00504 GRINDING FINS, TEARS, SLIVERS ON MNHR EXISTING STRUCTURAL STEEL(ALTERNATE 2) (WT: 26) 0279 AA2 514E10000 FINAL INSPECTION REPAIR(ALTERNATE 2) (WT: 26) EACH STRUCTURE OVER 20 FOOT SPAN (HAM L) ALTERNATES (PART 1) Section 0012 STRUCTURE OVER 20 FOOT SPAN (HAM R) (PART 1) E11001 CLEARING AND GRUBBING, AS PER PLAN (WT: 01) 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN (WT: 21) 510E10001 DOWEL HOLES WITH NONSHRINK, EACH NONMETALLIC GROUT, AS PER PLAN (WT: 21) 512E10100 SEALING OF CONCRETE SURFACES (EPOXY- SY 2, URETHANE) (WT: 57) 512E74000 REMOVAL OF EXISTING COATINGS FROM SY 2, CONCRETE SURFACES (WT: NR) Page 24

29 E11211 STRUCTURAL EXPANSION JOINT INCLUDING FT ELASTOMERIC STRIP SEAL, AS PER PLAN (WT: 27) 516E44101 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLANELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), (WT: 29) EACH E44201 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLANELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), (WT: 21) EACH E47000 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE (WT: 21) 518E63300 STRUCTURE DRAINAGE, MISC.: SCUPPER AND DRAINAGE PIPE CLEAN OUT (WT: NR) 519E11101 PATCHING CONCRETE STRUCTURE, AS PER SF PLAN (WT: 29) 848E10201 SUPERPLASTICIZED DENSE CONCRETE SY OVERLAY USING HYDRODEMOLITION, AS PER PLAN 1 3/4" THICK (WT: 29) 848E10201 SUPERPLASTICIZED DENSE CONCRETE SY 1, OVERLAY USING HYDRODEMOLITION, AS PER PLAN 2 3/4" THICK (WT: 29) 848E20000 SURFACE PREPARATION USING SY 1, HYDRODEMOLITION (WT: 30) 848E30200 SUPERPLASTICIZED DENSE CONCRETE CY OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY (WT: 29) 848E50000 HAND CHIPPING (WT: 29) SY E50100 TEST SLAB (WT: 29) 848E50320 EXISTING CONCRETE OVERLAY REMOVED 1 SY 1, /4" THICK (WT: 29) 848E50340 REMOVAL OF DEBONDED OR DETERIORATED EXISTING VARIABLE THICKNESS CONCRETE OVERLAY (WT: 29) SY STRUCTURE OVER 20 FOOT SPAN (HAM R) (PART 1) Section 0013 STRUCTURE OVER 20 FOOT SPAN (HAM R) ALTERNATES (PART 1) AB1 514E00050 SURFACE PREPARATION OF EXISTING STRUCTURAL STEEL(ALTERNATE 1) (WT: 26) SF 3, AB1 514E00056 FIELD PAINTING OF EXISTING STRUCTURAL SF 3, STEEL, PRIME COAT(ALTERNATE 1) (WT: 26) Page 25

30 AB1 514E00060 FIELD PAINTING STRUCTURAL STEEL, SF 3, INTERMEDIATE COAT(ALTERNATE 1) (WT: 26) AB1 514E00066 FIELD PAINTING STRUCTURAL STEEL, SF 3, FINISH COAT(ALTERNATE 1) (WT: 26) AB1 514E00504 GRINDING FINS, TEARS, SLIVERS ON MNHR EXISTING STRUCTURAL STEEL(ALTERNATE 1) (WT: 26) AB1 514E10000 FINAL INSPECTION REPAIR(ALTERNATE 1) EACH (WT: 26) AB2 514E00050 SURFACE PREPARATION OF EXISTING SF 14, STRUCTURAL STEEL(ALTERNATE 2) (WT: 26) AB2 514E00056 FIELD PAINTING OF EXISTING STRUCTURAL SF 14, STEEL, PRIME COAT(ALTERNATE 2) (WT: 26) AB2 514E00060 FIELD PAINTING STRUCTURAL STEEL, SF 14, INTERMEDIATE COAT(ALTERNATE 2) (WT: 26) AB2 514E00066 FIELD PAINTING STRUCTURAL STEEL, SF 14, FINISH COAT(ALTERNATE 2) (WT: 26) AB2 514E00504 GRINDING FINS, TEARS, SLIVERS ON MNHR EXISTING STRUCTURAL STEEL(ALTERNATE 2) (WT: 26) 0310 AB2 514E10000 FINAL INSPECTION REPAIR(ALTERNATE 2) (WT: 26) EACH STRUCTURE OVER 20 FOOT SPAN (HAM R) ALTERNATES (PART 1) Section 0014 STRUCTURE OVER 20 FOOT SPAN (HAM ) (PART 1) E11001 CLEARING AND GRUBBING, AS PER PLAN (WT: 01) 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN (WT: 21) 510E10001 DOWEL HOLES WITH NONSHRINK, EACH NONMETALLIC GROUT, AS PER PLAN (WT: 21) 512E10100 SEALING OF CONCRETE SURFACES (EPOXY- SY URETHANE) (WT: 57) 512E74000 REMOVAL OF EXISTING COATINGS FROM SY CONCRETE SURFACES (WT: NR) 513E95020 STRUCTURAL STEEL, MISC.: TRIM BEAM ENDS (WT: 24) 514E20001 FIELD PAINTING OF DAMAGED STRUCTURAL SF STEEL, AS PER PLAN (WT: 26) Page 26

31 E44301 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLANELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), (WT: 29) EACH E44401 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), AS PER PLANELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE), (WT: 21) EACH E47000 JACKING AND TEMPORARY SUPPORT OF SUPERSTRUCTURE (WT: 21) 518E63300 STRUCTURE DRAINAGE, MISC.: SCUPPER AND DRAINAGE PIPE CLEAN OUT (WT: NR) 519E11101 PATCHING CONCRETE STRUCTURE, AS PER SF PLAN (WT: 29) 848E10201 SUPERPLASTICIZED DENSE CONCRETE SY OVERLAY USING HYDRODEMOLITION, AS PER PLAN 1 3/4" THICK (WT: 29) 848E10201 SUPERPLASTICIZED DENSE CONCRETE SY 1, OVERLAY USING HYDRODEMOLITION, AS PER PLAN 2 3/4" THICK (WT: 29) 848E20000 SURFACE PREPARATION USING SY 1, HYDRODEMOLITION (WT: 30) 848E30200 SUPERPLASTICIZED DENSE CONCRETE CY OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY (WT: 29) 848E50000 HAND CHIPPING (WT: 29) SY E50100 TEST SLAB (WT: 29) 848E50320 EXISTING CONCRETE OVERLAY REMOVED 1 SY 1, /4" THICK (WT: 29) 848E50340 REMOVAL OF DEBONDED OR DETERIORATED EXISTING VARIABLE THICKNESS CONCRETE OVERLAY (WT: 29) SY 1, STRUCTURE OVER 20 FOOT SPAN (HAM ) (PART 1) Section 0015 STRUCTURE OVER 20 FOOT SPAN (HAM ) (PART 1) E11001 CLEARING AND GRUBBING, AS PER PLAN (WT: 01) 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN (WT: 21) 512E10100 SEALING OF CONCRETE SURFACES (EPOXY- SY 1, URETHANE) (WT: 57) 512E74000 REMOVAL OF EXISTING COATINGS FROM SY 1, CONCRETE SURFACES (WT: NR) Page 27

Franklin County Engineer's Office - Highway Design FRA-Hamilton Road Bid Tabulation

Franklin County Engineer's Office - Highway Design FRA-Hamilton Road Bid Tabulation 7/07/2015 Page 1 of 20 Group: A Roadway 005 201E11000 Clearing And Grubbing 008 202E20010 Headwall Removed 10.00 EA 010 202E23000 Pavement Removed, 88.00 SQYD Concrete 012 202E23010 Pavement Removed, Asphalt

More information

Bids JANUARY 10, 2019 AT 2:00 P.M. (EASTERN) (Estimated Cost: $29,000,000.00) Miller Bros. Const., Inc. $27,699,031.59

Bids JANUARY 10, 2019 AT 2:00 P.M. (EASTERN) (Estimated Cost: $29,000,000.00) Miller Bros. Const., Inc. $27,699,031.59 General Info Number: PROJECT NO. 43-19-07 Description: BRIDGE REHABILITATION AND 3RD LANE WIDENING OHIO TURNPIKE OVER AI CREEK M.P. 47.4, OHIO TURNPIKE OVER S.R. 64 (N. MAIN ST.) M.P. 47.5 MILEPOST 46.50

More information

PROPOSED HIGHWAY IMPROVEMENTS FOR CONTRACT LETTING. March 1, 2016

PROPOSED HIGHWAY IMPROVEMENTS FOR CONTRACT LETTING. March 1, 2016 STATE OF OHIO DEPARTMENT OF TRANSPORTATION COLUMBUS, OHIO PROPOSED HIGHWAY IMPROVEMENTS FOR CONTRACT LETTING March 1, 2016 This pamphlet is issued solely for the purpose of circulating advance information

More information

PROPOSED HIGHWAY IMPROVEMENTS FOR CONTRACT LETTING. July 2, 2015

PROPOSED HIGHWAY IMPROVEMENTS FOR CONTRACT LETTING. July 2, 2015 STATE OF OHIO DEPARTMENT OF TRANSPORTATION COLUMBUS, OHIO PROPOSED HIGHWAY IMPROVEMENTS FOR CONTRACT LETTING July 2, 2015 This pamphlet is issued solely for the purpose of circulating advance information

More information

PROPOSED HIGHWAY IMPROVEMENTS FOR CONTRACT LETTING. October 19, 2017

PROPOSED HIGHWAY IMPROVEMENTS FOR CONTRACT LETTING. October 19, 2017 STATE OF OHIO DEPARTMENT OF TRANSPORTATION COLUMBUS, OHIO PROPOSED HIGHWAY IMPROVEMENTS FOR CONTRACT LETTING October 19, 2017 This pamphlet is issued solely for the purpose of circulating advance information

More information

DECEMBER 5, 2017 AT 2:00 P.M. (EASTERN TIME) (Estimated Cost: $5,000,000) Bids

DECEMBER 5, 2017 AT 2:00 P.M. (EASTERN TIME) (Estimated Cost: $5,000,000) Bids General Info Number: PROJECT NO. 43-17-04 : BRIDGE DECK REPAIR AND BRIDGE REMOVAL OHIO TURNPIKE OVER QUARRY ROAD, M.P. 138.0 OHIO TURNPIKE OVER INACTIVE RAILROAD, M.P. 138.2 LORAIN COUNTY, OHIO Deadline:

More information

PROPOSED HIGHWAY IMPROVEMENTS FOR CONTRACT LETTING. April 21, 2016

PROPOSED HIGHWAY IMPROVEMENTS FOR CONTRACT LETTING. April 21, 2016 STATE OF OHIO DEPARTMENT OF TRANSPORTATION COLUMBUS, OHIO PROPOSED HIGHWAY IMPROVEMENTS FOR CONTRACT LETTING April 21, 2016 This pamphlet is issued solely for the purpose of circulating advance information

More information

FEBRUARY 13, 2019 AT 2:00 P.M. (EASTERN) (Estimated Cost: $9,000,000.00) Bids. Kokosing Construction Company, Inc. $8,623,609.96

FEBRUARY 13, 2019 AT 2:00 P.M. (EASTERN) (Estimated Cost: $9,000,000.00) Bids. Kokosing Construction Company, Inc. $8,623,609.96 General Info Number: PROJECT NO. 43-19-02 Description: BRIDGE DECK REPAIR AND REHABILITATION OHIO TURNPIKE OVER ABANDONED RAILROAD M.P. 34.2, OHIO TURNPIKE OVER STATE ROUTE 108 M.P. 34.5, COUNTY ROUTE

More information

PROPOSED HIGHWAY IMPROVEMENTS FOR CONTRACT LETTING. December 14, 2018

PROPOSED HIGHWAY IMPROVEMENTS FOR CONTRACT LETTING. December 14, 2018 STATE OF OHIO DEPARTMENT OF TRANSPORTATION COLUMBUS, OHIO PROPOSED HIGHWAY IMPROVEMENTS FOR CONTRACT LETTING December 14, 2018 This pamphlet is issued solely for the purpose of circulating advance information

More information

PROPOSED HIGHWAY IMPROVEMENTS FOR CONTRACT LETTING. March 9, 2018

PROPOSED HIGHWAY IMPROVEMENTS FOR CONTRACT LETTING. March 9, 2018 STATE OF OHIO DEPARTMENT OF TRANSPORTATION COLUMBUS, OHIO PROPOSED HIGHWAY IMPROVEMENTS FOR CONTRACT LETTING March 9, 2018 This pamphlet is issued solely for the purpose of circulating advance information

More information

ADDENDUM #1 ISSUE DATE: WEDNESDAY, MARCH 16, 2016 BID DATE: TUESDAY, MARCH 22, 2016 AT 12:00 PM (NOON)

ADDENDUM #1 ISSUE DATE: WEDNESDAY, MARCH 16, 2016 BID DATE: TUESDAY, MARCH 22, 2016 AT 12:00 PM (NOON) PROJECT #: 150081 CLIENT: PROJECT TITLE: CITY OF WILMINGTON, OH AIRBORNE CONNECTOR ROAD, PHASE 1 ISSUE DATE: WEDNESDAY, MARCH 16, 2016 BID DATE: TUESDAY, MARCH 22, 2016 AT 12:00 PM (NOON) THIS IS TO CERTIFY

More information

PROPOSED HIGHWAY IMPROVEMENTS FOR CONTRACT LETTING. December 14, 2017

PROPOSED HIGHWAY IMPROVEMENTS FOR CONTRACT LETTING. December 14, 2017 STATE OF OHIO DEPARTMENT OF TRANSPORTATION COLUMBUS, OHIO PROPOSED HIGHWAY IMPROVEMENTS FOR CONTRACT LETTING December 14, 2017 This pamphlet is issued solely for the purpose of circulating advance information

More information

PROPOSED HIGHWAY IMPROVEMENTS FOR CONTRACT LETTING. April 9, 2015

PROPOSED HIGHWAY IMPROVEMENTS FOR CONTRACT LETTING. April 9, 2015 STATE OF OHIO DEPARTMENT OF TRANSPORTATION COLUMBUS, OHIO PROPOSED HIGHWAY IMPROVEMENTS FOR CONTRACT LETTING April 9, 2015 This pamphlet is issued solely for the purpose of circulating advance information

More information

OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 02/14/97 PAGE : TABULATION OF BIDS

OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE : 02/14/97 PAGE : TABULATION OF BIDS 047-1 ODOT PROJECT NUMBER : 970047 AWARDED VENDOR NUMBER : 31-0889208 CALL ORDER : 047 CONTRACT ID : CADA16278 COUNTIES : ADAMS LETTING DATE : 02/04/97 10:00 AM DISTRICT : 09 CONTRACT TIME : 10/31/97 COMPLETION

More information

ANSWERS TO QUESTIONS RECEIVED THROUGH 1:00 PM ON MAY 24, 2018:

ANSWERS TO QUESTIONS RECEIVED THROUGH 1:00 PM ON MAY 24, 2018: ADDENDUM NO. 3 PROJECT NO. 43805 (PART A & B) PAGE 2 ANSWERS TO QUESTIONS RECEIVED THROUGH :00 PM ON MAY 24, 208: Q#32 Addendum # answered Question #7 indicating that an average depth of 3 feet for the

More information

JANUARY 4, 2017 AT 2:00 P.M. (EASTERN. (Estimated Cost: $4,600,000) Bids J D WILLIAMSON CONSTRUCTION CO INC $3,799,476.25

JANUARY 4, 2017 AT 2:00 P.M. (EASTERN. (Estimated Cost: $4,600,000) Bids J D WILLIAMSON CONSTRUCTION CO INC $3,799,476.25 General Info Number: PROJECT NO. 43-17-03 Description: BRIDGE DECK REPAIR AND REHABILITATION, ARLINGTON ROAD OVER OHIO TURNPIKE M.P. 122.3, JOPPA ROAD OVER OHIO TURNPIKE M.P. 128.5, DEAN ROAD OVER OHIO

More information

PROPOSED HIGHWAY IMPROVEMENTS FOR CONTRACT LETTING. June 4, 2015

PROPOSED HIGHWAY IMPROVEMENTS FOR CONTRACT LETTING. June 4, 2015 STATE OF OHIO DEPARTMENT OF TRANSPORTATION COLUMBUS, OHIO PROPOSED HIGHWAY IMPROVEMENTS FOR CONTRACT LETTING June 4, 2015 This pamphlet is issued solely for the purpose of circulating advance information

More information

PROPOSED HIGHWAY IMPROVEMENTS FOR CONTRACT LETTING. May 19, 2016

PROPOSED HIGHWAY IMPROVEMENTS FOR CONTRACT LETTING. May 19, 2016 STATE OF OHIO DEPARTMENT OF TRANSPORTATION COLUMBUS, OHIO PROPOSED HIGHWAY IMPROVEMENTS FOR CONTRACT LETTING May 19, 2016 This pamphlet is issued solely for the purpose of circulating advance information

More information

Maine Turnpike Authority

Maine Turnpike Authority PAVEMENT REHABILITATION & CLEAR ZONE IMPROVEMENTS MM 80.7 TO MM 88.6 202.121 Removing Existing Concrete (6CY) 1.00 LS 202.127 Removing of Existing Bituminous Pavement (470 SY) 1.00 LS 202.202 Removing

More information

MAY 11, 2017 T-MC-107A & T-MC-107B1

MAY 11, 2017 T-MC-107A & T-MC-107B1 Schedule of Bid Items - Part A ROADWAY 107A 201(A) - CLEARING AND GRUBBING - LSUM 1.00 30,000.00 30,000.00 $100,000.00 $100,000.00 $65,000.00 $65,000.00 $120,000.00 $120,000.00 $50,000.00 $50,000.00 $18,262.05

More information

Bids JANUARY 25, 2017 AT 2:00 P.M. (EASTERN TIME) (Estimated Cost: $3,600,000)

Bids JANUARY 25, 2017 AT 2:00 P.M. (EASTERN TIME) (Estimated Cost: $3,600,000) General Info Number: PROJECT NO. 43-7-05 Description: BRIDGE DECK REPAIR AND REHABILITATION, BOSTON MILLS ROAD OVER OHIO TURNPIKE M.P. 78.0, OLDE EIGHT ROAD OVER OHIO TURNPIKE M.P. 79.5, NICHOLS ROAD OVER

More information

STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION - TABULATION OF BIDS. Start Dt: 04/03/17 Comp. Dt: 10/06/17

STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION - TABULATION OF BIDS. Start Dt: 04/03/17 Comp. Dt: 10/06/17 Letting: 17030200 Letting Dt: March 02, 2017 9:30 A.M. State Proj.: 6216-127 Contract ID: Contract Description: Contract Location: Recommendation: 170023 STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION

More information

CITY OF EDMOND STANDARD SPECIFICATIONS FOR CONSTRUCTION Edition

CITY OF EDMOND STANDARD SPECIFICATIONS FOR CONSTRUCTION Edition CITY OF EDMOND STANDARD SPECIFICATIONS FOR CONSTRUCTION PURPOSE, INTENT AND INTERPRETATION OF SPECIFICATIONS The purpose of these Specifications is to establish, where applicable, minimum acceptable standards

More information

OKLAHOMA TURNPIKE AUTHORITY JUNE 7, 2018 SCHEDULE OF BID ITEMS EOC JP 26422(10) INTERCHANGE AT I-40

OKLAHOMA TURNPIKE AUTHORITY JUNE 7, 2018 SCHEDULE OF BID ITEMS EOC JP 26422(10) INTERCHANGE AT I-40 PART A - ROADWAY - EOC 2461 201(A) CLEARING AND GRUBBING LSUM 1.00 $500,000.00 $500,000.00 202(A) UNCLASSIFIED EXCAVATION CY 651,706.00 $4.00 $2,606,824.00 202(D) UNCLASSIFIED BORROW CY 7,500.00 $8.00

More information

ANSWERS TO QUESTIONS RECEIVED THROUGH 12:00 PM ON MAY 15, 2018:

ANSWERS TO QUESTIONS RECEIVED THROUGH 12:00 PM ON MAY 15, 2018: ADDENDUM NO. PROJECT NO. 3-8-0 PAGE ANSWERS TO QUESTIONS RECEIVED THROUGH :00 PM ON MAY 5, 08: Q# PBQs regarding Project 3-8-0: Reference 3 Concrete Walk is,870 SQ YD in the Bid Express file. The quantity

More information

MERCED COUNTY CAMPUS PARKWAY SEGMENT 2

MERCED COUNTY CAMPUS PARKWAY SEGMENT 2 MERCED COUNTY BID LIST CAMPUS PARKWAY SEGMENT 2 CONTRACT 2017191 The bidder must provide unit prices for each bid item listed below, based on the specified unit of measure. The unit price for each item

More information

General Info Number: PROJECT NO Description: REPAIRS AND RESURFACING INTERCHANGE 209 MILEPOST TRUMBULL COUNTY, OHIO

General Info Number: PROJECT NO Description: REPAIRS AND RESURFACING INTERCHANGE 209 MILEPOST TRUMBULL COUNTY, OHIO General Info Number: PROJECT NO. 59-18-03 Description: REPAIRS AND RESURFACING INTERCHANGE 209 MILEPOST 209.20 TRUMBULL COUNTY, OHIO Deadline: April 25, 2018 at 2:00 P.M. (Eastern) (Estimated Cost: $3,100,000.00)

More information

Maine Turnpike Authority

Maine Turnpike Authority Company Name Total Bid Amount Wyman & Simpson Inc. - Richmond, ME $3,379,844.00 Scott Construction Corporation - Portland, ME $3,572,184.50 CPM Constructors - Freeport, ME $3,732,667.25 Page 1 of 16 Wyman

More information

OHIO TURNPIKE AND INFRASTRUCTURE COMMISSION ADDENDUM NO. 1 PROJECT NO ANSWERS TO QUESTIONS RECEIVED THROUGH 12:00 PM ON DECEMBER 29, 2015

OHIO TURNPIKE AND INFRASTRUCTURE COMMISSION ADDENDUM NO. 1 PROJECT NO ANSWERS TO QUESTIONS RECEIVED THROUGH 12:00 PM ON DECEMBER 29, 2015 OHIO TURNPIKE AND INFRASTRUCTURE COMMISSION ADDENDUM NO. 1 PROJECT NO. 43-16-05 ANSWERS TO QUESTIONS RECEIVED THROUGH 12:00 PM ON DECEMBER 29, 2015 Q#1 Can Asbury Road (MP 197.8) & State Route 700 (MP

More information

ARIZONA DEPARTMENT OF TRANSPORTATION INFRASTRUCTURE DELIVERY AND OPERATIONS DIVISION CONTRACTS AND SPECIFICATIONS SECTION TABULATION OF BIDS

ARIZONA DEPARTMENT OF TRANSPORTATION INFRASTRUCTURE DELIVERY AND OPERATIONS DIVISION CONTRACTS AND SPECIFICATIONS SECTION TABULATION OF BIDS ARIZONA DEPARTMENT OF TRANSPORTATION INFRASTRUCTURE DELIVERY AND OPERATIONS DIVISION CONTRACTS AND SPECIFICATIONS SECTION TABULATION OF BIDS CONTRACT # 2016138 TRACS No. Project No. County District Gross

More information

New Jersey Department of Transportation DATE : 10/21/10 PAGE : TABULATION OF BIDS

New Jersey Department of Transportation DATE : 10/21/10 PAGE : TABULATION OF BIDS PAGE : 133-1 CONTRACT TIME : 12/20/11 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : BR-080-5(094) ROUTE 80 BRIDGE OVER ROUTE 287 NORTHBOUND AND SMITH ROAD GRADING, PAVING & STRUCTURRS CONTRACT

More information

04/19/2010 NEW YORK STATE DEPARTMENT OF TRANSPORTATION PAGE 1 DIVISION OF CONSTRUCTION CONSTRUCTION CONTRACT ESTIMATE (CONR20)

04/19/2010 NEW YORK STATE DEPARTMENT OF TRANSPORTATION PAGE 1 DIVISION OF CONSTRUCTION CONSTRUCTION CONTRACT ESTIMATE (CONR20) 04/19/2010 NEW YORK STATE DEPARTMENT OF TRANSPORTATION PAGE 1 DOT CONTRACT NUMBER: D261458 NYS PROJECT NUMBER: 1805.81.000 FISCAL SHARE: 01 ENGINEERING SHARE: 001 ENGINEERING SHARE TITLE: BRIDGE SHARE

More information

CITY AND COUNTY OF DENVER DEPARTMENT OF PUBLIC WORKS CONTRACT NO COLORADO CENTER BICYCLE/PEDESTRIAN BRIDGE OVER I-25

CITY AND COUNTY OF DENVER DEPARTMENT OF PUBLIC WORKS CONTRACT NO COLORADO CENTER BICYCLE/PEDESTRIAN BRIDGE OVER I-25 201-00000 Clearing and Grubbing 1 LS 202-00010 Removal of Tree 1 EA 202-00035 Removal of Pipe 30 LF 202-00200 Removal of Sidewalk 431 SY 202-00203 Removal of Curb and Gutter 973 LF 202-00205 Removal of

More information

Maine Turnpike Authority

Maine Turnpike Authority Company Name Total Bid Amount CPM Constructors - Freeport, ME $13,984,117.36 Reed & Reed, Inc. - Woolwich, ME $14,883,139.00 Page 1 of 11 CPM Constructors Freeport, ME 201.11 Clearing AC 2.00 10000.00

More information

DIVISION 3 PAVEMENT (FLEXIBLE AND RIGID) CONSTRUCTION SPECIFICATIONS

DIVISION 3 PAVEMENT (FLEXIBLE AND RIGID) CONSTRUCTION SPECIFICATIONS OPS GENERAL CONDITIONS OF CONTRACT NOV 2006 General Conditions of Contract DIVISION 1 GENERAL S OCT 92 102 Weighing of Materials NOV 2004 106 Electrical Work NOV 2003 120 The Use of Explosives APR 2006

More information

ADDENDUM NO. 1. for the VETERANS PARK RENOVATIONS CITY OF TALLADEGA, ALABAMA. Posting Date: June 20, 2013

ADDENDUM NO. 1. for the VETERANS PARK RENOVATIONS CITY OF TALLADEGA, ALABAMA. Posting Date: June 20, 2013 ADDENDUM NO. 1 for the VETERANS PARK RENOVATIONS CITY OF TALLADEGA, ALABAMA Posting Date: June 20, 2013 BIDDERS SHALL CONFORM TO THE FOLLOWING CHANGES AS A PART OF THE BID DOCUMENTS, WHICH SHALL BECOME

More information

Maine Turnpike Authority

Maine Turnpike Authority Company Name Total Bid Amount CPM Constructors - Freeport, ME $1,417,760.75 Scott Construction - Falmouth, ME $1,418,884.50 T Buck Construction - Auburn, ME $1,520,203.00 Page 1 of 16 CPM Constructors

More information

SHOULDER DETAIL CONCRETE CURB SHOULDER DETAIL ASPHALT CURB SHOULDER DETAIL PAVEMENT JOINT DETAIL PAVEMENT JOINT DETAIL NORMAL SECTION COMMON AND ASPHALT ALTERNATE NOTES ITEM LEGEND EX. ITEM LEGEND CONCRETE

More information

Electrical Work. NOV Embankments Over Swamps and Compressible Soils

Electrical Work. NOV Embankments Over Swamps and Compressible Soils GENERAL & CONSTRUCTION S OPS GENERAL CONDITIONS OF CONTRACT NOV 2006 100 OPS General Conditions of Contract DIVISION 1 - GENERAL S 106 Electrical Work 120 180 The Use of Explosives General Specification

More information

CITY OF ROSEVILLE CONSTRUCTION STANDARDS - CST

CITY OF ROSEVILLE CONSTRUCTION STANDARDS - CST CITY OF ROSEVILLE CONSTRUCTION STANDARDS - CST Abbreviations AB 1-3 Section 11 Purpose and Definitions 11-1 Purpose PD 1 11-2 Construction Practice PD 1 11-3 Definitions PD 1 Section 12 Construction Area

More information

SUPPLEMENTAL DRAWINGS

SUPPLEMENTAL DRAWINGS CITY OF GREATER SUDBURY SUPPLEMENTAL DRAWINGS TO THE ONTARIO PROVINCIAL STANDARD DRAWINGS Rev: February 2012 CITY OF GREATER SUDBURY STANDARD DRAWINGS TABLE OF CONTENTS Greater Sudbury Standard Drawings

More information

2008 Interim Standard Sheet List For Use with the 2008 Imperial Road and Bridge Standards July, 2015

2008 Interim Standard Sheet List For Use with the 2008 Imperial Road and Bridge Standards July, 2015 2008 Interim Standard Sheet List For Use with the 2008 Imperial Road and Bridge Standards July, 2015 The following is a complete list of special design IMPERIAL interim standard sheets that will be used

More information

PITTSBURGH TECHNOLOGY CENTER PUBLIC IMPROVEMENTS SITE PREPARATION CONTRACT NO. 11 BID TABULATION BID OPENING DATE: MARCH 11, 2008

PITTSBURGH TECHNOLOGY CENTER PUBLIC IMPROVEMENTS SITE PREPARATION CONTRACT NO. 11 BID TABULATION BID OPENING DATE: MARCH 11, 2008 BT-1 of 7 Clearing and Grubbing L.S. $50,000.00 $50,000.00 $5,335.00 $5,335.00 $14,560.00 $14,560.00 $20,000.00 $20,000.00 $10,600.00 $10,600.00 Class 1 Excavation 4300 C.Y. $20.00 $86,000.00 $15.00 $64,500.00

More information

Significant Changes. 101 Definitions and Terms. 102 Bidding Requirements and Conditions 105 Control of Work

Significant Changes. 101 Definitions and Terms. 102 Bidding Requirements and Conditions 105 Control of Work 1 SIGNIFICANT CHANGES IN CDOT's 2017 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION The following are significant changes from the 2011 Standard Specifications Book to the new 2017 Standard Specifications

More information

Company Page 1 of 13

Company Page 1 of 13 ITEM NO. REVISION WBS (ITEM) DESCRIPTION UNIT QUANTITY (WRITTEN) MC-001-5.1 Mobilization/Demobilization and Construction Layout Surveying LS 1 MC-003-6.1 Temporary Construction Items LS 1 MC-003-6.2 Taxiway

More information

ODOT District Bridge General Notes B405: OBJECT MARKERS AND STRUCTURE/CULVERT IDENTIFICATION SIGNS

ODOT District Bridge General Notes B405: OBJECT MARKERS AND STRUCTURE/CULVERT IDENTIFICATION SIGNS B401: DELETED B402: DELETED B403: DELETED B404: STRUCTURE/CULVERT IDENTIFICATION SIGNS B405: OBJECT MARKERS AND STRUCTURE/CULVERT IDENTIFICATION SIGNS B406: ITEM 514 - FIELD PAINTING, MISC.; REPAIR PAINTING

More information

New Jersey Department of Transportation DATE : 05/17/12 PAGE : TABULATION OF BIDS

New Jersey Department of Transportation DATE : 05/17/12 PAGE : TABULATION OF BIDS PAGE : 409-1 CONTRACT TIME : 02/28/13 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : STATE ROUTE 45 ROADWAY DRAINAGE IMPROVEMENT CONTRACT DP 12409 BOROUGH OF WESTVILLE, GLOUCESTER COUNTY VENDOR

More information

CITY OF ALBANY Public Works Department ADDENDUM #1 ST CROCKER LANE RECONSTRUCTION

CITY OF ALBANY Public Works Department ADDENDUM #1 ST CROCKER LANE RECONSTRUCTION CITY OF ALBANY Public Works Department ADDENDUM # ST-6-02 CROCKER LANE RECONSTRUCTION In order to clarify the intent of the Specifications and Drawings, the following provisions are provided and shall

More information

Ohio Department of Transportation

Ohio Department of Transportation Ohio Department of Transportation Central Office 1980 West Broad Street Columbus, OH 43223 Ted Strickland, Governor Jolene M. Molitoris, Director THE DEPARTMENT UTILIZES BID EXPRESS (http://www.bidx.com)

More information

TABULATION OF BIDS DODGE CITY REGIONAL AIRPORT DODGE CITY, KANSAS RECONSTRUCT RUNWAY 14-32: SUMMARY PROJECT NO.: AIP

TABULATION OF BIDS DODGE CITY REGIONAL AIRPORT DODGE CITY, KANSAS RECONSTRUCT RUNWAY 14-32: SUMMARY PROJECT NO.: AIP RECONSTRUCT RUNWAY 14-32: SUMMARY., BID SUMMARY TOTAL COST TOTAL COST TOTAL COST TOTAL COST TOTAL COST Schedule 1 Cost of Construction $4,717,480.00 $5,106,762.00 $5,697,026.50 $4,430,910.42 $4,640,166.10

More information

STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION - TABULATION OF BIDS. Start Dt: 05/05/17 Comp. Dt: 08/20/20

STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION - TABULATION OF BIDS. Start Dt: 05/05/17 Comp. Dt: 08/20/20 Letting: 17030800 Letting Dt: March 08, 2017 9:30 A.M. State Proj.: 2515-21 Contract ID: Contract Description: Contract Location: Recommendation: 170019 STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION

More information

City of Redding Construction Standards Index

City of Redding Construction Standards Index City of Redding Construction Standards Index A. Purpose and Reference Documents... A1 B. Modifications to the Standard Specifications for Public Works Construction (Greenbook)... B1 I. Streets Materials...

More information

North Harris County Regional Water Authority TABLE OF CONTENTS. CONTRACT DOCUMENTS Section No. Title

North Harris County Regional Water Authority TABLE OF CONTENTS. CONTRACT DOCUMENTS Section No. Title TABLE OF CONTENTS CONTRACT DOCUMENTS 00001 Inside Title Page 00003 Table of Contents 00004 List of Drawings 00020 Invitation to Bid 00100 Instructions to Bidders 00300 Bid 00500 Agreement 00610 Construction

More information

General Info. Number: PROJECT NO

General Info. Number: PROJECT NO General Info Number: PROJECT NO. 43-16-04 Description: BRIDGE DECK REPLACEMENT AND REHABILITATION, RAKER-BARDEN ROAD (CR. 7-2) OVER OHIO TURNPIKE M.P. 41.9, DELTA-SANTEE ROAD (CR. 7) OVER OHIO TURNPIKE

More information

CITY OF FRIENDSWOOD TECHNICAL SPECIFICATIONS SECTION 00005B TABLE OF CONTENTS ***CITY OF FRIENDSWOOD TECHNICAL SPECIFICATIONS***

CITY OF FRIENDSWOOD TECHNICAL SPECIFICATIONS SECTION 00005B TABLE OF CONTENTS ***CITY OF FRIENDSWOOD TECHNICAL SPECIFICATIONS*** 00005B *** *** BOLD ITALICIZED Item is bound within this specification manual. Regular non-italicized Item is not bound within this specification manual, however item is part of the contract. Contents

More information

SUMMARY OF PUBLIC WORK STANDARD SPECIFICATION REVISIONS 2011 ADOPTED?????

SUMMARY OF PUBLIC WORK STANDARD SPECIFICATION REVISIONS 2011 ADOPTED????? SUMMARY OF PUBLIC WORK STANDARD SPECIFICATION REVISIONS 2011 ADOPTED????? 102.10 Minimum Rate of Wage Scale Typo. Several paragraphs were repeated. 105.5 Inspection of Work Clarified that the contractor

More information

Section 7 Roadway GENERAL REQUIREMENTS I. TYPICAL SECTION...7-1

Section 7 Roadway GENERAL REQUIREMENTS I. TYPICAL SECTION...7-1 Section 7 Roadway GENERAL REQUIREMENTS...7-1 I. TYPICAL SECTION...7-1 7.1 LANE WIDTHS...7-1 7.2 SHOULDER WIDTHS...7-1 7.3 CROSS SLOPE...7-2 7.4 CURB AND UNDERDRAINS...7-2 7.5 SIDEWALKS AND DRIVEWAYS...7-2

More information

PROPOSAL KITSAP COUNTY DEPARTMENT OF PUBLIC WORKS COUNTY ROAD PROJECT NO NW Golf Club Hill Road Culvert Replacement To the Honorable Board of Co

PROPOSAL KITSAP COUNTY DEPARTMENT OF PUBLIC WORKS COUNTY ROAD PROJECT NO NW Golf Club Hill Road Culvert Replacement To the Honorable Board of Co PROPOSAL KITSAP COUNTY DEPARTMENT OF PUBLIC WORKS COUNTY ROAD PROJECT NO. 3690 NW Golf Club Hill Road Culvert Replacement To the Honorable Board of Commissioners Kitsap County 614 Division Street Port

More information

Kansas Department of Transportation DISTRICT 1. Project(s): 089 U / HSIP-U231(701) Min: Max:

Kansas Department of Transportation DISTRICT 1. Project(s): 089 U / HSIP-U231(701) Min: Max: Page 1 of 18 SECTION: 01 COMMON ITEMS 1 025323 MOBILIZATION 2 070626 MOBILIZATION (DBE) 3 025600 FIELD OFFICE AND LABORATORY (TYPE A) 4 012340 FOUNDATION STABILIZATION (SET PRICE) 5 020100 CONTRACTOR CONSTRUCTION

More information

Ohio Department of Transportation - Prebid Questions

Ohio Department of Transportation - Prebid Questions Project No. 110467 Sale Date - 8/25/2011 HAM-83469 - CR-CR 239-9.49 (WINTON/ S. GILMORE ROAD) 8/22/2011 9:56:54 AM Pole E on plan page 323 shows that 2" anchor bolts should be used for this pole. However,

More information

Page 1 of 7 Contract No.: 0216 OCPW Schedule Of Prices Addendum Date Created 1 07/11/2016 9:28 AM Project Number: SP 055-609-018 Project Title or Road Number: CSAH 9 Mill, Grade, Overlay Work Type: Grading,

More information

ADDENDUM NO. 1 TO THE TENDER DOCUMENTS FOR THE CORPORATION OF THE CITY OF PENTICTON 2017-Tender Capital Works

ADDENDUM NO. 1 TO THE TENDER DOCUMENTS FOR THE CORPORATION OF THE CITY OF PENTICTON 2017-Tender Capital Works ADDENDUM NO. 1 TO THE TENDER DOCUMENTS FOR THE CORPORATION OF THE CITY OF PENTICTON - April 24, 2017 To All Tenderers: This Addendum is issued prior to the Tender Closing Date April 25, 2017 in accordance

More information

TABLE OF CONTENTS. Chapter 3 - WATER MAIN, VALVES, HYDRANTS AND APPURTENANCES. Chapter 4 - SANITARY SEWER. Chapter 5 - STORM SEWER

TABLE OF CONTENTS. Chapter 3 - WATER MAIN, VALVES, HYDRANTS AND APPURTENANCES. Chapter 4 - SANITARY SEWER. Chapter 5 - STORM SEWER Chapter 3 - WATER MAIN, VALVES, HYDRANTS AND APPURTENANCES Chapter 4 - SANITARY SEWER Chapter 5 - STORM SEWER Chapter 6 - EXCAVATION, TRENCING, BACKFILLING, AND BEDDING Chapter 11 - CONCRETE CURBS, CURB

More information

ARIZONA DEPARTMENT OF TRANSPORTATION INFRASTRUCTURE DELIVERY AND OPERATIONS DIVISION CONTRACTS AND SPECIFICATIONS SECTION TABULATION OF BIDS

ARIZONA DEPARTMENT OF TRANSPORTATION INFRASTRUCTURE DELIVERY AND OPERATIONS DIVISION CONTRACTS AND SPECIFICATIONS SECTION TABULATION OF BIDS ARIZONA DEPARTMENT OF TRANSPORTATION INFRASTRUCTURE DELIVERY AND OPERATIONS DIVISION CONTRACTS AND SPECIFICATIONS SECTION TABULATION OF BIDS CONTRACT # 2018026 TRACS No. Project No. County District Gross

More information

2008 Interim Standard Sheet List For Use With The 2008 Imperial Road and Bridge Standards October, 2014

2008 Interim Standard Sheet List For Use With The 2008 Imperial Road and Bridge Standards October, 2014 2008 Interim Standard Sheet List For Use With The 2008 Imperial Road and Bridge Standards October, 2014 The following is a complete list of special design IMPERIAL interim standard sheets that will be

More information

New Jersey Department of Transportation DATE : 04/10/12 PAGE : TABULATION OF BIDS

New Jersey Department of Transportation DATE : 04/10/12 PAGE : TABULATION OF BIDS PAGE : 107-1 CONTRACT TIME : 08/31/12 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : BR-078-5(110) ROUTE I-78 RAMP C OVER BEAVER BROOK DECK REPLACEMENT AND RESURFACING CONTRACT NO.019113160

More information

OKLAHOMA DEPARTMENT OF TRANSPORTATION SPECIAL PROVISIONS FOR BUY AMERICA

OKLAHOMA DEPARTMENT OF TRANSPORTATION SPECIAL PROVISIONS FOR BUY AMERICA 106-5(a-f) 09 OKLAHOMA DEPARTMENT OF TRANSPORTATION SPECIAL PROVISIONS FOR BUY AMERICA These Special Provisions amend, revise, and where in conflict, supersede applicable sections of the 2009 Standard

More information

YES, we received Addendum No. 1

YES, we received Addendum No. 1 TRANSMITTAL SHEET Date sent: Friday, April 6, 2018 Sent to: All Planholders Deliver to: Project Estimator Transmission sent from: Reichhardt & Ebe Engineering Number of pages including this page: 36 CONFIRMATION

More information

Final Estimates Level 2

Final Estimates Level 2 Florida Department of TRANSPORTATION Final Estimates Level 2 Module 6: Structures 11/1/2017 FDOT Final Estimates Level 2 Release 11, Module 6 1 6-1 Module Content Concrete Structures Bridges Substructure

More information

South Dakota Department of Transportation Average Unit Prices from Low Bids

South Dakota Department of Transportation Average Unit Prices from Low Bids Unit Prices from Low s January 0, 0 to December, 0 Office of Project Development - Letting 00E00 Blading Hour.00 $,0. $. 00E000 Construction and Maintenance of Detour(s) LS.00 $0,. $,. 00E000 Maintenance

More information

UNIT PRICE LIST January 2009

UNIT PRICE LIST January 2009 UNIT PRICE LIST January 2009 1 INTRODUCTION The purpose of the Unit Price List is to provide a resource for the preparation of cost estimates for subdivisions and permit projects and should be used only

More information

ODOT District Roadway General Notes R401: LINEAR GRADING R402: ITEM RESHAPING UNDER GUARDRAIL R403: CURB RAMPS / DETECTABLE WARNINGS

ODOT District Roadway General Notes R401: LINEAR GRADING R402: ITEM RESHAPING UNDER GUARDRAIL R403: CURB RAMPS / DETECTABLE WARNINGS R401: LINEAR GRADING R402: ITEM 209 - RESHAPING UNDER GUARDRAIL R403: CURB RAMPS / DETECTABLE WARNINGS R404: DELETED R405: BARRIER REFLECTORS R406: PAVEMENT MARKING LANE WIDTHS R407: TYPE A ANCHOR ASSEMBLY

More information

CITY OF ROCKLIN STANDARD DRAWINGS

CITY OF ROCKLIN STANDARD DRAWINGS CITY OF ROCKLIN STANDARD DRAWINGS November 2016 Table of Contents Page # Section 1 Section 2 Section 3 General Notes and Review Boxes 01-01 Signature Blocks... 1 01-02 General Notes (Sheet 1 of 8)... 2

More information

PUBLIC AND PRIVATE IMPROVEMENTS CODE OF THE TOWNSHIP OF UPPER ST. CLAIR

PUBLIC AND PRIVATE IMPROVEMENTS CODE OF THE TOWNSHIP OF UPPER ST. CLAIR 99.0 PUBLIC AND PRIVATE IMPROVEMENTS CODE 99.0 PUBLIC AND PRIVATE IMPROVEMENTS CODE OF THE TOWNSHIP OF UPPER ST. CLAIR TABLE OF CONTENTS 99.1. ADMINISTRATION AND GENERAL REGULATIONS...2 99.1.1. Title...2

More information

:00 PM CST. McDonald Construction Inc of Slidell $1,002, Magee Excavation & Development LLC $1,

:00 PM CST. McDonald Construction Inc of Slidell $1,002, Magee Excavation & Development LLC $1, General Info Number: 316-00-17-47-2 Description: Lake Village Drainage Improvements - N. Pearl Mill & Overlay Deadline: 2017-7-9 2:00 PM CST Bids Business Bid Total McDonald Construction Inc of Slidell

More information

Lump Sum L.S. (15") EA

Lump Sum L.S. (15) EA Page of 6 ROADWAY ITEMS 000 000000000-N 800 MOBILIZATION Lump Sum L.S. 000 000000000-N 80 CONSTRUCTION SURVEYING 0003 009000000-N SP REINFORCED BRIDGE APPROACH FILL, STATION ************ (5+6.0) 000 0050000000-E

More information

Tacoma Mall Office Building 4301 South Pine Street, Suite 446 Tacoma, Washington (253) Fax (253)

Tacoma Mall Office Building 4301 South Pine Street, Suite 446 Tacoma, Washington (253) Fax (253) Tacoma Mall Office Building 4301 South Pine Street, Suite 446 Tacoma, Washington 98409-7207 (253) 798-7250 Fax (253) 798-4233 www.piercecountywa.org/roadstandards March 2012 Comment Form Date: To: From:

More information

STEUBEN COUNTY DEPARTMENT OF PUBLIC WORKS. 3 East Pulteney Square Bath, New York 14810

STEUBEN COUNTY DEPARTMENT OF PUBLIC WORKS. 3 East Pulteney Square Bath, New York 14810 STEUBEN COUNTY DEPARTMENT OF PUBLIC WORKS 3 East Pulteney Square Bath, New York 14810 County Route 22 over Canisteo River Bridge Replacement Project BIN 3333290 D035511 PIN 6755.06 ADDENDUM #1 October

More information

PAY QUANTITY NOTES INCLUDES CU. YDS. FOR DRIVEWAYS, RETURNS, DIKES, AND MISCELLANEOUS EARTHWORK WHERE NO QUANTITY IS SHOWN ON P & P SHEETS.

PAY QUANTITY NOTES INCLUDES CU. YDS. FOR DRIVEWAYS, RETURNS, DIKES, AND MISCELLANEOUS EARTHWORK WHERE NO QUANTITY IS SHOWN ON P & P SHEETS. PAY QUANTITY NOTES (F-1) (F-2) (F-3) (F-4) (F-5) (F-6) (F-7) (F-8) (F-9) (F-10) (F-11) (F-12) (F-13) (F-14) (F-15) (F-16) (F-17) (F-18) (F-19) INCLUDES CU. YDS. FOR DRIVEWAYS, RETURNS, DIKES, AND MISCELLANEOUS

More information

PROJECT(S) : , B601 FED # IM/NH-095-1(291) , B602 FED # IM/NH-095-1(291) , B603 FED # IM/NH-095-1(291) OTHERS

PROJECT(S) : , B601 FED # IM/NH-095-1(291) , B602 FED # IM/NH-095-1(291) , B603 FED # IM/NH-095-1(291) OTHERS VIRGINIA DEPARTMENT OF TRANSPORTATION DATE : 07/19/10 PAGE : D28-1 CONTRACT TIME : 10/24/14 COMPLETION DATE PROJECT(S) : 7095-964-115, B601 FED # IM/NH-095-1(291) 7095-964-115, B602 FED # IM/NH-095-1(291)

More information

Amendments to the January 2016 Design Criteria Manual & Supplementary Master Municipal Construction Documents

Amendments to the January 2016 Design Criteria Manual & Supplementary Master Municipal Construction Documents General Figure 2.3.1 16 Revise Revised Figure 2.3.1: New Development Areas where Secondary Suites Apply to include two new areas (#4 and 5). Water 3.3.2 Watermains 31 Add Added wording in Section 3.3.2.3

More information

Federal Project No.: STP-033-2(049)

Federal Project No.: STP-033-2(049) Schedule of Items Page: 2 0010 513 00100 0020 517 00101 MOBILIZATION CONSTRUCTION SURVEYING CONSTRUCTION 0030 301 00110 CLRING AND GRUBBING 0040 303 00120 REGULAR EXCAVATION 32,27 0050 302 504 00525 CONCRETE

More information

TENDER WELLCOX ACCESS ROAD ADDENDUM 1

TENDER WELLCOX ACCESS ROAD ADDENDUM 1 TENDER 2336-2019 WELLCOX ACCESS ROAD ADDENDUM 1 This addendum shall be read in conjunction with and considered as an integral part of the Tender Contract 2336-2019. Revisions supersede the information

More information

E. GILMAN STREET, N. PINCKNEY STREET, AND N. BUTLER STREET RESURFACING WITH UTILITIES ASSESSMENT DISTRICT CONTRACT NO DATE: 9/22/17

E. GILMAN STREET, N. PINCKNEY STREET, AND N. BUTLER STREET RESURFACING WITH UTILITIES ASSESSMENT DISTRICT CONTRACT NO DATE: 9/22/17 S&L Gravel, Section B: Proposal Page 10701.0 - TRAFFIC CONTROL - LUMP SUM 1.00 $6,425.00 $6,425.00 $6,425.00 $10,000.00 10720.0 - TRAFFIC CONTROL SIGN - PORTABLE ARROW BOARD - DAYS 25.00 $25.00 $625.00

More information

DBE TOTALS March 23, 2016 LETTING FEDERAL AID JOBS

DBE TOTALS March 23, 2016 LETTING FEDERAL AID JOBS DBE TOTALS March 23, 2016 LETTING FEDERAL AID JOBS 1 Advanced Workzone Services, LLC I/F $135,415.50 1 BrownCo Manufacturing & Sales, LLC I/M $96,419.36 1 BW Construction Company, Inc. C/F $6,536.60 1

More information

TABLE OF DRAWINGS. Pierce County Public Works & Utilities

TABLE OF DRAWINGS. Pierce County Public Works & Utilities Section A Concrete and Asphalt Concrete Pavement and Roadway Sections PC.A1.1 Arterial with Cement Concrete Traffic Curb and Gutter and Sidewalk, Closed Drainage 05/10/2018 PC.A1.2 Arterial with Cement

More information

TABLE OF DRAWINGS. Pierce County Public Works & Utilities

TABLE OF DRAWINGS. Pierce County Public Works & Utilities Section A Concrete and Asphalt Concrete Pavement and Roadway Sections PC.A1.1 Arterial with Cement Concrete Traffic Curb and Gutter and Sidewalk, Closed Drainage 04/01/2019 PC.A1.2 Arterial with Cement

More information

Project Location: Various, Anywhere, PA Bid Date: 7/16/ Rock Construction Entrance

Project Location: Various, Anywhere, PA Bid Date: 7/16/ Rock Construction Entrance To: Project Name: Bidding Company Site Work Project Contact: Address: Various Phone: Fax: Bid Number: Project Location: Various, Anywhere, PA Bid Date: 7/16/2014 Clarifications: This takeoff does not include

More information

Construction Cost Estimation Preparation Manual for Preliminary Design (English Units)

Construction Cost Estimation Preparation Manual for Preliminary Design (English Units) 10/16/2014 Construction Cost Estimation Preparation Manual for Preliminary Design (English Units) July 2002 Prepared by Construction Cost Estimating Unit Program Support Services 10/16/2014 Table of Contents

More information

CITY OF ALBANY Public Works Department ADDENDUM #1 ST , MAIN STREET REHABILITATION

CITY OF ALBANY Public Works Department ADDENDUM #1 ST , MAIN STREET REHABILITATION CITY OF ALBANY Public Works Department ADDENDUM #1 ST-13-04-2014, MAIN STREET REHABILITATION In order to clarify the intent of the Specifications and Drawings, the following provisions are provided and

More information

ADDENDUM NO. 2 TO THE TENDER DOCUMENTS FOR THE CORPORATION OF THE CITY OF PENTICTON 2015 Capital Works 2015-Tender-02

ADDENDUM NO. 2 TO THE TENDER DOCUMENTS FOR THE CORPORATION OF THE CITY OF PENTICTON 2015 Capital Works 2015-Tender-02 ADDENDUM NO. 2 TO THE TENDER DOCUMENTS FOR THE CORPORATION OF THE CITY OF PENTICTON April 28, 2015 To All Tenderers: This Addendum is issued prior to the Tender Closing Date April 30, 2015, in accordance

More information

DOCUMENT ADDENDA AND MODIFICATIONS

DOCUMENT ADDENDA AND MODIFICATIONS DOCUMENT ADDENDA AND MODIFICATIONS PART 1 1.1 PROCEDURE GENERAL A. For filing purposes, add Addenda and Modifications to the Contract Documents following this page. Modified June 20, 2017 Addenda and Modifications

More information

Ohio Department of Transportation - Prebid Questions

Ohio Department of Transportation - Prebid Questions Project No. 120625 Sale Date - 12/14/2012 ATB-76747 - IR-90-7.56, PART 1;ATB-90-13.60, PART 2 12/11/2012 8:03:55 AM Per Addendum 5 Item 184 was reduced drastically. With over 35,000 LF of new guardrail

More information

APPENDIX A MEASUREMENT AND PAYMENT

APPENDIX A MEASUREMENT AND PAYMENT P-150 DEMOLITION 4.01 Removal of pavement shall be measured per square yard based on the area shown on the plans. Any pavement removed outside the designed limits of removal because the pavement was damaged

More information

MANDATORY SUPPLEMENTAL SPECIFICATIONS FOR CONTRACTOR QUALITY CONTROL Contractor Quality Control - is replaced with the following:

MANDATORY SUPPLEMENTAL SPECIFICATIONS FOR CONTRACTOR QUALITY CONTROL Contractor Quality Control - is replaced with the following: MANDATORY SUPPLEMENTAL SPECIFICATIONS FOR CONTRACTOR QUALITY CONTROL EFFECTIVE DATE: OCTOBER 14, 2011 200.07 Contractor Quality Control - is replaced with the following: (a) (b) (c) Scope: These requirements

More information

C. W. Matthews Contracting Co., Inc. (L)

C. W. Matthews Contracting Co., Inc. (L) BID TABULATION Page 1 of 5 E.R. Snell Contractor, 001 Photograph Documentation 8 MO $110.00 $880.00 $250.00 $2,000.00 $97.17 $777.36 $1,250.00 $10,000.00 002 Traffic Control Project No. F-1056 1 LS $192,000.00

More information

Contractor Construction Staking 1.0 Lump Sum. Granular Backfill (Wingwalls) (Set Price) 1.0 Cu.Yds $50.00 $ Mobilization 1.

Contractor Construction Staking 1.0 Lump Sum. Granular Backfill (Wingwalls) (Set Price) 1.0 Cu.Yds $50.00 $ Mobilization 1. KTA Contract No. 5677 KANSAS TURNPIKE AUTHORITY ALT 1 Schedule of Prices Contract No. 5677 County Leavenworth Type of Work: Remove and reconstruct Bridge 221.542 (120'-170'-170'-120' Weathering Steel Spans).

More information

Ontario Ministry of Transportation. Designated Sources of Material (DSM) Index

Ontario Ministry of Transportation. Designated Sources of Material (DSM) Index 2 GRADING 2.35 Fill 2.35.30 Lightweight Fill Material 3 PAVEMENTS 3.05 Asphalt 3.05.10 Anti-Stripping Treatments (formerly Anti-stripping Additives) 3.05.22 Asphalt Cement, Performance Graded (PGAC) 3.05.25

More information

Ohio Department of Transportation Central Office 1980 West Broad Street Columbus, OH John R. Kasich, Governor Jerry Wray, Director

Ohio Department of Transportation Central Office 1980 West Broad Street Columbus, OH John R. Kasich, Governor Jerry Wray, Director Ohio Department of Transportation Central Office 1980 West Broad Street Columbus, OH 43223 John R. Kasich, Governor Jerry Wray, Director 11/21/2014 Project 140560 Addendum No. 2 PID No. 82972 HAM IR 275

More information

SECTION UNIT PRICES. A. This Section specifies administrative and procedural requirements for the unit prices.

SECTION UNIT PRICES. A. This Section specifies administrative and procedural requirements for the unit prices. SECTION 01220 UNIT PRICES PART 1 GENERAL 1.01 SUMMARY A. This Section specifies administrative and procedural requirements for the unit prices. B. The omission of any unit price description from this Section

More information