Similar Projects
Last Updated | 04/12/2019 07:57 AM |
Project Title | Beech Street to Mill Lane, "Design" Activities Limited to Ada Curb Ramps |
Physical Address | View project details and contacts |
City, State (County) | PA (Lycoming 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 | Resurfacing, Bridge Preservation, and Design and Construct of ADA curb ramps including excavation, base repairs, subbase, superpave asphalt mixture design WMA scratch, and wearing courses, heavy duty membrane, milling, sawing and sealing of bituminous overlays, drainage, guide rail, plain concrete mountable curb, paved shoulders, rumble strips, membrane waterproofing system installed on bridge deck, loops sensors, pavement markings, concrete bridge deck repair, epoxy based surface treatment for bridge decks, and other related work within an overall length of 48,338 linear feet (9.16 miles) all as indicated on the approved drawings included in the bid package for STATE ROUTE 1017, SECTION 016 from approximately 0.60 miles northeast of the intersection with State Route 15 at Segment 0010 Offset 0541 (Northbound)/ Segment 0011 Offset 0534 (Southbound) and approximately 0.00 miles southeast of the intersection with State Route 973 at Segment 0104 Offset 0898 (Northbound)/ Segment 0105 Offset 0876. 0201-0001 Lump Sum 1.000 01 n a Std Clearing And Grubbing 4203-0001 Cubic Yard 146.000 03 n Yes c Std Class 1 Excavation (Includes Sawcutting) 0316-0337 Ton 373.000 01** n f Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix 0350-0121 Ton 461.000 01** n c, e Subbase (No. 2a) 0405-0001 Dollar 31,000.000 $1.0000 $31,000.00 01** y x Bituminous Pavement Longitudinal Joint Density Incentive/Disincentive 0411-0498 Ton 7.000 04 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To <3 Million Esals, 4.75 Mm Mix, Srl-l 0411-2495 Ton 6,248.000 01** n f Superpave Asphalt Mixture Design, Wma Wearing Course (Scratch), Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0411-4492 Ton 13,035.000 01** n f Superpave Asphalt Mixture Design, Wma Wearing Course, Rps, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 0460-0004 Gallon 31,351.000 01** n f4 Bituminous Tack Coat (Ntt/Cntt) 0461-0002 Gallon 2,400.000 01** n f4 Bituminous Prime Coat 0467-0001 Square Yard 806.000 03 n f2 Heavy Duty Membranes 0491-0012 Square Yard 5,531.000 03 n f3 Milling Of Bituminous Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor 0491-0014 Square Yard 137,162.000 01** n f3 Milling Of Bituminous Pavement Surface, 2 1/2" Depth, Milled Material Retained By Contractor 0491-0019 Square Yard 1,452.000 01** n f3 Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0501-0020 Square Yard 213.000 03 n g, g1, k Plain Cement Concrete Pavement, 4" Depth 0515-0001 Linear Foot 580.000 03 n g1, g4 Sawing And Sealing Of Bituminous Overlays 4515-0001 Linear Foot 628.000 02** n Yes g1, g4 Std Sawing And Sealing Of Bituminous Overlays (Adjacent To Bridge Decks) 0601-6100 Linear Foot 4.000 01 n h 14" x 23" Elliptical Reinforced Concrete Pipe, Type a Horizontal, < 1.5' Fill, 100 Year Design Life 0601-7008 Linear Foot 4.000 01 n h 15" Reinforced Concrete Pipe, Type a, 20' - 1.5' Fill 0601-7014 Linear Foot 4.000 01 n h 18" Reinforced Concrete Pipe, Type a, 15' - 2' Fill, 100 Year Design Life 0605-1300 Each 5.000 03 n c1, h1 Cleaning Drainage Structures 0605-2701 Each 4.000 01** n k Bicycle Safe Inlet Grate 0605-2850 Each 3.000 01 n k Standard Inlet Box, Height < /= 10' 0606-0050 Set 3.000 03 n c1, k Grade Adjustment Of Existing Inlets 0608-0001 Lump Sum 1.000 01** n x Mobilization 0619-0459 Each 20.000 01** n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 4620-0015 Each 12.000 01 n Yes j Proj Thrie-Beam To Vertical Wall Bridge Barrier Transition (Attach To Existing Structure) 0620-0400 Each 13.000 01** n j Terminal Section, Single 0620-0503 Linear Foot 5,500.000 01** n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-0585 Linear Foot 513.000 01 n j Rubbing Rail 0620-0871 Each 1.000 03 n j Buried-In-Backslope Terminal 0620-1600 Linear Foot 2,250.000 01** n j Type 31-s Guide Rail 0620-1601 Linear Foot 1,650.000 03 n j Type 31-s Guide Rail With 7' Extra Length Posts 0620-1625 Linear Foot 588.000 01 n j Type 31-Sc Guide Rail 4620-1625 Linear Foot 50.000 03 n Yes j Std Type 31-Sc Guide Rail (Transition) 0620-1626 Linear Foot 138.000 03 n j Type 31-Sc Guide Rail With 7' Extra Length Posts 0620-1637 Linear Foot 100.000 03 n j Type 31-Scc Guide Rail With 7' Extra Length Posts 0620-1645 Linear Foot 313.000 03 n j Curved w-Beam Guide Rail At Intersections 0620-1670 Each 15.000 01** n j Type 31-Strong Post In-Line Anchor 0633-0225 Linear Foot 1,355.000 03 n k Plain Concrete Mountable Curb, Type b 4656-0010 Ton 132.000 03 n Req e, f Std Paved Shoulders, Type 6-Sp (Excludes Wearing Course) 4660-0001 Linear Foot 19,076.000 01** n Req f3 Std Milled Centerline Rumble Strips 0680-0120 Square Yard 217.000 04 n k2, s1 Membrane Waterproofing System Installed On Bridge Deck 0686-0040 Lump Sum 1.000 03 n x Construction Surveying, Type c 0689-0003 Lump Sum 1.000 01** n x Cpm Schedule 0690-0001 Dollar 1,000.000 $1.0000 $1,000.00 01** y x Internal Facilitation 0901-0001 Lump Sum 1.000 01 n q Std Maintenance And Protection Of Traffic During Construction 0901-0002 Lump Sum 1.000 03 n q Std Maintenance And Protection Of Traffic During Construction 0901-0203 Each 4.000 01** n q Arrow Panel 0901-0320 Linear Foot 140,964.000 01** n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0331 Linear Foot 30,978.000 01** n o 6" Standard Pavement Markings, Paint & Beads, White 0937-0105 Each 44.000 01** n j, r Guide Rail Mounted Delineator Type b, (y/y) 0937-0107 Each 112.000 01** n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0114 Each 155.000 01** n j, r Guide Rail Mounted Delineator Type d, (w/w) 4956-0101 Linear Foot 1,660.000 01 n Yes p8 Std Loop Sensor (3 Turns) 0962-1000 Linear Foot 19,340.000 01** n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 10,326.000 01** n o 6" White Waterborne Pavement Markings 0962-1005 Linear Foot 52,015.000 01** n o 4" Yellow Waterborne Pavement Markings 0965-0005 Linear Foot 96.000 01 n o2 6" White Preformed Thermoplastic Pavement Markings 0965-0021 Linear Foot 231.000 01** n o2 24" White Preformed Thermoplastic Pavement Markings 0965-0022 Linear Foot 474.000 01** n o2 24" Yellow Preformed Thermoplastic Pavement Markings 0965-0101 Each 10.000 01** n o2 White Preformed Thermoplastic Legend, "Only", 8' - 0" 0965-0103 Each 15.000 01** n o2 White Preformed Thermoplastic Legend, "Left", 8' - 0" 0965-0104 Each 2.000 01 n o2 White Preformed Thermoplastic Legend, "Right", 8' - 0" 5040-0002 Square Foot 200.000 02** n Yes s9 Std Concrete Bridge Deck Repair, Type 2 (Rapid Setting Concrete) 9000-0016 Ton 18.000 01 n f Std Paved Drive And Side Road Overlays 9000-0021 Ton 197.000 01** n f1 Std Superpave Asphalt Mixture Design, Binder Course, Type 1 Joint Repair 9000-0022 Ton 41.000 01** n e, f1 Std Superpave Asphalt Mixture Design, Base Course, Type 2 Joint Repair 9000-0340 Square Yard 2,116.000 02** n k2, s2 Std Epoxy Based Surface Treatment For Bridge Decks 9000-3000 Each 4.000 06 n x Std Design Ada Concrete Curb Ramp 9000-3360 Square Yard 123,803.000 01** n f4 Proj Bituminous Fiber Reinforced Stress Absorbing Membrane Interlayer (Sami) 9000-5000 Each 2.000 01** n m2 Std Concrete Washout 9000-6012 Each 4.000 01 n k Std Construct Concrete Curb Ramps And Sidewalks (By Quadrant) 9000-6174 Dollar 28,000.000 $1.0000 $28,000.00 01 y x Std Superpave Pwt Incentive 9000-6175 Dollar 10,000.000 $1.0000 $10,000.00 03 y x Std Superpave Pwt Incentive | ||||||
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