Similar Projects
| Last Updated | 12/14/2018 06:21 AM |
| Project Title | US 30 - US 219 to PA 985 |
| Physical Address | View project details and contacts |
| City, State (County) | PA (Somerset County) |
| Category(s) | Heavy and Highway |
| Sub-Category(s) | Paving/Reconstruction |
| Contracting Method | Competitive Bids. |
| Project Status | Results |
| Bids Due | View project details and contacts |
| Estimated Value | $2,500,000 to $4,999,999 |
| Plans Available from | |
| Owner | View project details and contacts |
| Architect | View project details and contacts |
| Description | This project is for the pavement preservation of 3.8 miles of SR 0030 in Somerset County beginning at the intersection of SR 0985/SR 0030 and will include approximately 3.1-mi of bituminous pavement mill and overlay and 0.7-miles of plain cement concrete pavement rehabilitation / repair up to Ramp A at the SR 0219 interchange. Also included will be guide rail and drainage upgrades, signing, traffic signal upgrades, rumble strips, raised pavement markings and delineation and minor structure rehab and other miscellaneous construction, as indicated on the approved drawings included in the bid package for STATE ROUTE 0030, SECTION 003 in SOMERSET COUNTY, JENNER & QUEMAHONING TOWNSHIPS, JENNERSTOWN & STOYSTOWN BOROUGH at the following location: STATION 207+00.00 TO STATION 1396+55.00 SEGMENT 0080, OFFSET 1502 TO SEGMENT 0170, OFFSET 0734 STATION 612+00.00 TO STATION 625+35.00 SEGMENT 0250, OFFSET 1543 TO SEGMENT 0270, OFFSET 0401. 0203-0001 Cubic Yard 207.000 01 n c Class 1 Excavation 0203-0003 Cubic Yard 12.000 01 n c1 Class 1a Excavation 0203-0004 Cubic Yard 63.000 01 n c1 Class 1b Excavation 0204-0010 Linear Foot 350.000 01 n c1, h Cleaning Existing Ditches 0204-0150 Cubic Yard 855.000 01 n c1, h, s Class 4 Excavation 4205-0267 Cubic Yard 18.000 04 n Yes c1 Std Selected Borrow Excavation Rock, Class r-7 Choked With r-4 0206-0010 Ton 650.000 01 n c1 Select Granular Material (2rc) 0212-0014 Square Yard 1,146.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0311-0423 Square Yard 630.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 4 1/2" Depth 0311-0426 Square Yard 1,111.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 6" Depth 0311-0437 Ton 87.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3Million Esals, 25.0 Mm Mix 0350-0106 Square Yard 145.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0121 Ton 1.000 01 n c, e Subbase (No. 2a) 0411-0482 Square Yard 65,278.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix,11/2" Depth, Srl-h 0411-0492 Ton 54.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 0411-1495 Ton 3,689.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Leveling), Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0411-7470 Ton 584.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course (Leveling), Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 0460-0003 Square Yard 122,438.000 01 n f4 Bituminous Tack Coat (Ntt/Cntt) 0461-0001 Square Yard 2,100.000 01 n f4 Bituminous Prime Coat 0467-0001 Square Yard 456.000 01 n f2 Heavy Duty Membranes 0491-0013 Square Yard 456.000 01 n f3 Milling Of Bituminous Pavement Surface, 2" Depth, Milled Material Retained By Contractor 0491-0014 Square Yard 2,971.000 01 n f3 Milling Of Bituminous Pavement Surface, 2 1/2" Depth, Milled Material Retained By Contractor 0491-0016 Square Yard 4,860.000 01 n f3 Milling Of Bituminous Pavement Surface, 3 1/2" Depth, Milled Material Retained By Contractor 4491-0034 Square Yard 57,691.000 01 n Yes f3 Proj Milling Of Bituminous Pavement Surface, 2 1/2" Depth, Milled Material Retained By Department (Delivered To Stockpile) No. 8 Agg 0501-0020 Square Yard 124.000 01 n g, g1, k Plain Cement Concrete Pavement, 4" Depth 4504-0001 Linear Foot 152.000 01 n Yes g1, g4 Proj Pavement Relief Joint Replace Asphalt 4512-0001 Linear Foot 8,173.000 01 n Yes g1, g4 Proj Longitudinal Joint Cleaning And Sealing Type Iv 0514-0001 Square Yard 17,291.000 01 n g1, g2 Diamond Grinding Of Concrete Pavement 0516-2007 Linear Foot 1,258.000 01 n g1, g4 Patching Joint 0516-2008 Linear Foot 850.000 01 n g1, g4 New Pavement Joint 0516-2021 Cubic Yard 111.000 01 n c1, e, g1 Subbase Material For Concrete Pavement Patching 0516-2034 Square Yard 290.000 01 n g1 Concrete Pavement Patching, Type a, 10" Depth 0516-2044 Square Yard 617.000 01 n g1 Concrete Pavement Patching, Type b, 10" Depth 0516-2054 Square Yard 884.000 01 n g1 Concrete Pavement Patching, Type c, 10" Depth 0516-3044 Square Yard 216.000 01 n g1 Accelerated Concrete Pavement Patching, Type b, 10" Depth 4521-0001 Linear Foot 11,958.000 01 n Yes g4 Proj Transverse Joint Cleaning And Sealing Type Iv 0525-0030 Square Foot 5.000 01 n g3 Concrete Pavement Partial-Depth Repair, Type 1, Modified 0601-0311 Linear Foot 4.000 01 n h 12" Thermoplastic Pipe, Group i, 15'-1.5' Fill 0601-0315 Linear Foot 962.000 01 n h 24" Thermoplastic Pipe, Group i, 15'-1.5' Fill 0601-5430 Cubic Yard 1.000 01 n h, k1 Class a Cement Concrete For Miscellaneous Drainage 0601-5901 Linear Foot 365.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 0601-7313 Linear Foot 24.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15' - 1.5' Fill 0605-1300 Each 12.000 01 n c1, h1 Cleaning Drainage Structures 4605-2700 Each 1.000 01 n Yes k Proj Inlet Grate 1'-8" x 1'-8" 0605-2710 Set 1.000 01 n k Type c Concrete Top Unit And Grate 0605-2730 Set 3.000 01 n k Type m Concrete Top Unit And Grate 0605-2731 Set 1.000 01 n k Type m Concrete Top Unit And Bicycle Safe Grate 0605-2740 Set 8.000 01 n k Type s Concrete Top Unit And Grate 0605-2750 Set 1.000 01 n k Type d-h Concrete Top Unit And Grates 0605-2850 Each 11.000 01 n k Standard Inlet Box, Height < /= 10' 0605-2854 Each 1.000 01 n k Type 4 Inlet Box, Height < /= 10' 0605-2882 Each 1.000 01 n k Type d-h Inlet Box, Height < /= 10' 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0007 Lump Sum 1.000 05 n x Inspector's Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 05 n x Std Equipment Package 0612-0001 Linear Foot 50.000 01 n c1, h Subgrade Drains 0619-0459 Each 15.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0010 Each 8.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0400 Each 13.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 5,650.000 01 n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-0575 Linear Foot 50.000 01 n j Guide Rail Element 0620-0870 Each 3.000 01 n j Anchored Backslope Terminal, Type 1 0620-0900 Each 11.000 01 n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 3,400.000 01 n j Type 31-s Guide Rail 0620-1605 Linear Foot 1,038.000 01 n j Type 31-s Guide Rail With Extra Length Posts 0620-1630 Linear Foot 188.000 01 n j Type 31-Sc Guide Rail With Extra Length Posts 0620-1635 Linear Foot 25.000 01 n j Type 31-Scc Guide Rail 0620-1636 Linear Foot 88.000 01 n j Type 31-Scc Guide Rail With Extra Length Posts 0620-1660 Each 1.000 01 n j Type 31-Strong Post Anchor Terminal 0620-1670 Each 14.000 01 n j Type 31-Strong Post In-Line Anchor 0633-0200 Linear Foot 543.000 01 n k Plain Concrete Mountable Curb, Type a 4660-0001 Linear Foot 11,010.000 01 n Req f3 Std Milled Centerline Rumble Strips 4660-0002 Linear Foot 20,166.000 01 n Req f3 Std Milled Edgeline Rumble Strips 0660-0020 Linear Foot 1,240.000 01 n f3 Concrete Shoulder Rumble Strips 0677-0004 Ton 10.000 01 n c1, e Selected Material Surfacing 0679-0210 Each 232.000 01 n l Holes Drilled 4679-0400 Pound 4,640.000 01 n Req l Std Slab Stabilization, High Density Polyurethane 0686-0030 Lump Sum 1.000 01 n x Construction Surveying, Type b, Modified 0686-0040 Lump Sum 1.000 01 n x Construction Surveying, Type c 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0802-0001 Cubic Yard 52.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 31.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003 Pound 21.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0850-0021 Square Yard 237.000 01 n c1 Rock, Class r-3 0901-0001 Lump Sum 1.000 01 n q Std Maintenance And Protection Of Traffic During Construction 0901-0202 Each 4.000 01 n q Floodlights 0901-0240 Square Foot 250.000 01 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 8,525.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 10,100.000 01 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0334 Linear Foot 165.000 01 n o 24" Standard Pavement Markings, Paint & Beads, White 0910-2828 Each 1.000 02 n p8 250-Watt High Pressure Sodium Luminaire, Arm Mount 0910-4067 Linear Foot 150.000 02 n p8 Awg 10 Above Ground Cable, Copper, 1 Conductor e 0931-0001 Square Foot 1,313.000 01** n r Post Mounted Signs, Type b o 9931-0001 Square Foot 1,313.000 01** n r Std Post Mounted Signs, Type b, Expanded Foam Backfill e 0932-0001 Square Foot 267.000 01 n r Post Mounted Signs, Type c o 9932-0001 Square Foot 267.000 01 n r Std Post Mounted Signs, Type c, Expanded Foam Backfill 0935-0001 Square Foot 88.000 01 n r Post Mounted Signs, Type f 0936-0200 Square Foot 113.000 02** n r Structure Mounted Flat Sheet Aluminum Signs 0937-0123 Each 84.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/w) 0937-0310 Each 4.000 01 n r Flexible Delineator Post, Surface-Mount Type Sm-2, White Post With White/Blank Sheeting 0937-0330 Each 124.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Blank Sheeting 0937-0333 Each 26.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Blank Sheeting 0937-0339 Each 1.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0951-4022 Each 4.000 02 n p Pedestrian Stub Pole, Type b 0951-4510 Each 2.000 02 n p Traffic Signal Support, Strain Pole, 2,000 Pounds Design Tension 0952-1021 Each 2.000 02** n p Nema Ts-1 Controller Assembly, Type 2 Mounting 0952-2052 Each 2.000 02 n p Controller Assembly, Solid State Flasher, Dual Circuit, Type Ii Mounting 0954-0012 Linear Foot 10.000 02 n p8 2 Inch Conduit 4954-0012 Linear Foot 25.000 02 n Yes p8 Proj 2 Inch Conduit Connect To Existing 0954-0151 Linear Foot 35.000 02 n c1, p8 Trench And Backfill, Type i 0954-0201 Linear Foot 1,225.000 02** n p8 Signal Cable, 14 Awg, 3 Conductor 0954-0202 Linear Foot 3,250.000 02** n p8 Signal Cable, 14 Awg, 5 Conductor 0954-0203 Linear Foot 400.000 02 n p8 Signal Cable, 14 Awg, 7 Conductor 0954-0304 Each 2.000 02 n p8 Junction Box, Jb-27 Galvanized Steel 0954-0402 Each 4.000 02** n p8 Electrical Service, Type b 4955-3206 Each 4.000 02 n Yes p Proj Vehicular Signal Head, One 12" Section Incandescent Look 4955-3208 Each 16.000 02** n Yes p Std Vehicular Signal Head, Three 12" Sections Incandescent Look With Reflective Backplates 4955-3209 Each 2.000 02 n Yes p Std Vehicular Signal Head, Four 12" Sections Incandescent Look With Reflective Backplates 0955-3722 Each 16.000 02** n p Led Countdown Pedestrian Signal Head, Type a 0956-0001 Linear Foot 2,350.000 02** n p Detector Lead In Cable 0956-0101 Linear Foot 1,590.000 02** n p8 Loop Sensor 0956-0121 Each 13.000 02** n p Loop Amplifier, 1 Channel Shelf Mounted With Timer 0956-0500 Each 6.000 02** n p Pedestrian Push Button 0960-0222 Each 8.000 01 n o2 White Hot Thermoplastic Legend, "Right Arrow", 12' - 0" x 3' - 0" 0960-0224 Each 10.000 01 n o2 White Hot Thermoplastic Legend, "Left Arrow", 12' - 0" x 3' - 0" 0962-1000 Linear Foot 154,128.000 01 n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 7,620.000 01 n o 6" White Waterborne Pavement Markings 0962-1004 Linear Foot 870.000 01 n o 24" White Waterborne Pavement Markings 0962-1005 Linear Foot 158,464.000 01 n o 4" Yellow Waterborne Pavement Markings 0962-1009 Linear Foot 350.000 01 n o 24" Yellow Waterborne Pavement Markings 0963-0001 Square Foot 6,330.000 01 n o2, o3 Pavement Marking Removal 0963-0004 Linear Foot 21,025.000 01 n o2, o3 4" Pavement Marking Removal 0966-0011 Each 215.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/y) 0966-0017 Each 124.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/b) 0966-0018 Each 27.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/b) 4966-0300 Each 107.000 01 n Yes o1 Proj Snowplowable Raised Pavement Marker, Removal Without Replacement Fiber Reinforced Polymer Patching Material 5001-0010 Cubic Yard 1.000 04 n Yes s2 Proj Class a Cement Concrete No. 8 Aggregate 1002-0053 Pound 47.000 04 n s7 Reinforcement Bars, Epoxy Coated 5003-0002 Each 19.000 04 n Yes s2 Proj Dowel Holes, 6" Depth Adhesive Anchored 1040-0002 Square Foot 19.000 04 n s9 Concrete Bridge Deck Repair, Type 2 9000-0002 Each 1.000 01 n m2 Std Concrete Washout 9000-0005 Each 7.000 01 n x Std Utility Test Hole 9000-0010 Linear Foot 800.000 02** n p Std Span Wire 9000-0011 Linear Foot 700.000 02** n p Std Tether Wire 9000-0070 Linear Foot 3,912.000 01 n a Proj Cleaning And Grading Existing Berms To Provide Positive Drainage 9000-0071 Dollar 5,000.000 $1.0000 $5,000.00 01 y x Proj Unforseen Municipal Utility Service Repair 9000-0102 Square Yard 734.000 01** n k2 Std Epoxy-Based Surface Treatment For Bridge Decks 9000-0105 Linear Foot 108.000 01** n s2, s9, t6 Std Silicone Joint Sealing Material 9000-0106 Linear Foot 167.000 04 n s2, t6 Std Silicone Sealant For Bridge Joint Expansion Dam 9000-0108 Linear Foot 26.000 04 n s2 Proj Removal Of Deteriorated Concrete 9000-0120 Square Foot 3.000 04 n s2 Std Special Mortar Repairs 9000-0130 Square Foot 5.000 04 n s2 Std Special Concrete Repairs 9000-0250 Dollar 5,000.000 $1.0000 $5,000.00 01 y x Std Restore Underground Electrical And Fiber Optic Facilities 9000-6174 Dollar 22,506.000 $1.0000 $22,506.00 01 y f Std Superpave Pwt Incentive | ||||||||||||
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| Project Documents |
 Engineered Spec Sheet  Architectural Plans  Other Documents |
