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Last Updated | 04/12/2019 08:51 AM |
Project Title | River Ave to Loyalsock CR |
Physical Address | View project details and contacts |
City, State (County) | Williamsport, 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 | Milling And Resurfacing Of Existing Roadway Including Base Repairs, Subbase, Drainage, Traffic Signal Loop Sensors, Bituminous Fiber Reinforced Stress Absorbing Membrane Interlayer (Sami), Superpave Asphalt Mixture Scratch And Wearing Courses, Pavement Markings, Paved Drives, Design And Construction Of Ada Curb Ramps, And Other Miscellaneous Construction As Indicated On Approved Drawings For State Route 2014, Section 094 From The City Of Williamsport/Loyalsock Township Line At Segment 0180 Offset 0000 To Approximately 0.66 Mile West Of The Intersection With State Route 2075 At Segment 0240 Offset 0729 In Loyalsock Township, Lycoming County. 0203-0004 Cubic Yard 1.000 02 n c1 Class 1b Excavation 0316-0437 Ton 1,473.000 01** n f Superpave Asphalt Mixture Design, Flexible Basereplacement, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 0350-0121 Ton 418.000 01** n c, e Subbase (No. 2a) 0405-0001 Dollar 15,000.000 $1.0000 $15,000.00 01 y x Bituminous Pavement Longitudinal Joint Density Incentive/Disincentive 0411-0492 Ton 4,229.000 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 0411-2495 Ton 3,922.000 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 0460-0004 Gallon 19,536.000 01** n f4 Bituminous Tack Coat (Ntt/Cntt) 0461-0002 Gallon 1,921.000 01** n f4 Bituminous Prime Coat 0491-0014 Square Yard 22,313.000 01 n f3 Milling Of Bituminous Pavement Surface, 2 1/2"Depth, Milled Material Retained By Contractor 0491-0019 Square Yard 127.000 01 n f3 Milling Of Bituminous Pavement Surface, Variabledepth, Milled Material Retained By Contractor 0491-0021 Square Yard 4,873.000 01** n f3 Milling Of Bituminous Pavement Surface, 2 1/4" Depth, Milled Material Retained Bycontractor 0491-0034 Square Yard 59,978.000 01 n f3 Std Milling Of Bituminous Pavement Surface, 2 1/2" Depth, Milled Material Retained By Department (Delivered To Stockpile) 4501-0020 Square Yard 5.000 01 n Yes g, g1, k Proj Plain Cement Concrete Pavement, 4" Depth (Includes Removal)e 4601-0973 Linear Foot 47.000 02 n Yes h Proj 18" Ductile Iron Pipe, Shore/Trench Box, 100 Year Design Life (Includes Sawcutting And Excavation)o 4601-6399 Linear Foot 47.000 n Yes h Proj 14" x 23" Elliptical Reinforced Concrete Pipe, Type a Shore/Trench Box Horizontal, 3' - 2',100 Year Design Life (Includes Sawcutting & Exc) 0605-1300 Each 6.000 01** n c1, h1 Cleaning Drainage Structures 0605-2701 Each 22.000 01** n k Bicycle Safe Inlet Grate 4605-2701 Each 2.000 01** n Yes k Proj Bicycle Safe Inlet Grate (Structural Steel) 0605-2705 Each 6.000 01 n k Ada Compliant Inlet Grate 0605-2731 Set 2.000 02 n k Type m Concrete Top Unit And Bicycle Safe Grate 0605-2850 Each 1.000 02 n k Standard Inlet Box, Height < /= 10' 0606-0050 Set 1.000 01 n c1, k Grade Adjustment Of Existing Inlets 0607-0013 Vertical Foot 4.000 01** n k Rebuilt Inlet Box 0608-0001 Lump Sum 1.000 01** n x Mobilization 0619-0470 Each 10.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3 (Energy Absorbing Terminals, Tangent) 0619-0610 Each 2.000 01 n j3 Permanent Impact Attenuating Device, Type v (Standard), Test Level 3 0620-0015 Each 1.000 01 n j Thrie-Beam To Vertical Wall Bridge Barrier Transition 0620-0400 Each 1.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 2,517.000 01 n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-0873 Each 1.000 01 n j Buried-In-Backslope Terminal, Double Panel 0620-1050 Linear Foot 25.000 01 n j Type 2-Wc Guide Rail 0620-1400 Linear Foot 25.000 01 n j Type 2-Wcc Guide Rail 0620-1600 Linear Foot 1,575.000 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 175.000 01 n j Type 31-Sc Guide Rail 0620-1635 Linear Foot 650.000 01 n j Type 31-Scc Guide Rail 0630-0010 Linear Foot 17.000 02 n k Plain Cement Concrete Curb, Including Removal Of Existing Curb 4630-0010 Linear Foot 233.000 01 n Yes k Proj Plain Cement Concrete Curb, Including Removal Of Existing Curb (6" Maximum Reveal) 4633-0200 Linear Foot 706.000 01** n Yes k Proj Plain Concrete Mountable Curb, Type a (Includes Removal) 4633-0225 Linear Foot 22.000 01 n Yes k Proj Plain Concrete Mountable Curb, Type b (Includes Removal) 0660-0030 Linear Foot 2,295.000 01 n f3 Bituminous Shoulder Rumble Strips 4676-0001 Square Yard 167.000 01 n Yes k Proj Cement Concrete Sidewalk (6" Depth) 0686-0040 Lump Sum 1.000 01** 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 0802-0001 Cubic Yard 1.000 01 n c1, m Topsoil Furnished And Placed 0901-0001 Lump Sum 1.000 01** n q Std Maintenance And Protection Of Traffic During Construction 0901-0203 Each 2.000 01 n q Arrow Panel 0901-0320 Linear Foot 84,576.000 01** n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 7,914.000 01 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0331 Linear Foot 18,570.000 01** n o 6" Standard Pavement Markings, Paint & Beads, White 0937-0105 Each 17.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/y) 0937-0107 Each 32.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0114 Each 49.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/w) 4956-0101 Linear Foot 4,855.000 01** n Yes p8 Std Loop Sensor 3 Turns 0962-1000 Linear Foot 15,864.000 01** n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 6,190.000 01** n o 6" White Waterborne Pavement Markings 0962-1005 Linear Foot 28,192.000 01** n o 4" Yellow Waterborne Pavement Markings 0962-1060 Each 2.000 01 n o3 White Waterborne Pavement Legend, "Straight Arrow", 12'-0" x 1'-8" 0965-0005 Linear Foot 1,056.000 01** n o2 6" White Preformed Thermoplastic Pavement Markings 0965-0021 Linear Foot 1,578.000 01** n o2 24" White Preformed Thermoplastic Pavement Markings 0965-0101 Each 15.000 01** n o2 White Preformed Thermoplastic Legend, "Only", 8' - 0" 0965-0220 Each 2.000 01 n o2 White Preformed Thermoplastic Legend, "Straight Arrow", 12' - 0" x 1' - 8" 0965-0222 Each 6.000 01** n o2 White Preformed Thermoplastic Legend, "Right Arrow", 12' - 0" x 3' - 0" 0965-0224 Each 15.000 01** n o2 White Preformed Thermoplastic Legend, "Left Arrow", 12' - 0" x 3' - 0" 0965-0226 Each 4.000 01 n o2 White Preformed Thermoplastic Legend, "Thru And Right Arrow", 20' - 0" x 3' - 7" 0965-0228 Each 5.000 01 n o2 White Preformed Thermoplastic Legend, "Thru And Left Arrow", 20' - 0" x 3' - 7" 9000-0001 Linear Foot 19.000 01 n k1 Proj Plain Cement Concrete Curb Cheek Wall 9000-0002 Each 1.000 01 n k Proj Remove And Reset Existing Concrete Bumper Blocks 9000-0005 Ton 3,607.000 01 n f Proj Superpave Asphalt Mixture Design, Wma Wearingcourse, Pg 76-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 9000-0010 Square Yard 152.000 01 n e, f Std Paved Drives 9000-0021 Ton 29.000 01 n e, f1 Std Superpave Asphalt Mixture Design, Base Course, Type 1 Joint Repair 9000-0022 Ton 325.000 01 n e, f1 Std Superpave Asphalt Mixture Design, Base Course, Type 2 Joint Repair 9000-0023 Ton 4.000 01 n e, f1 Std Superpave Asphalt Mixture Design, Binder Course, Type 1 Joint Repair 9000-3000 Each 23.000 04** n x Std Design Ada Concrete Curb Ramp 9000-3360 Square Yard 66,141.000 01 n f4 Proj Bituminous Fiber Reinforced Stress Absorbing Membrane Interlayer (Sami) 9000-5000 Each 1.000 01 n m2 Std Concrete Washout 9000-6012 Each 23.000 04** n k Std Construct Concrete Curb Ramps And Sidewalks (By Quadrant) 9000-6174 Dollar 26,000.000 $1.0000 $26,000.00 01** y x Std Superpave Pwt Incentive | ||||||
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