US 322 Pipe Failure

This project consists of replacing a storm water system, base replacement, curb restoration, pavement markings, and other miscellaneous construction, all as indicated on the approved drawings included in the Bid Package for State Route 0322, Section Emg, In Dauphin County, Derry Township, From Segment 0250 Offset 1825 To Segment 0260 Offset 0835, for an overall project length of 1,200 linear feet (0.227 mile). 0608-0001 Lump Sum 1.000 01 n x Mobilization 0686-0040 Lump Sum 1.000 01 n x Construction Surveying, Type c 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0901-0001 Lump Sum 1.000 01 n q Maintenance And Protection Of Traffic During Construction e 9601-9000 Linear Foot 1,152.000 01 n h Proj Uv Activated Cured In Place Liner, For Pipes Up To And Including 36" Diameter a 0203-0004 Cubic Yard 3.000 01 n c1 Class 1b Excavation a 0311-0432 Square Yard 9.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 9" Depth a 0411-0452 Square Yard 9.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 12.5 Mm Mix, 2" Depth, Srl-h a 0411-6450 Square Yard 9.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth a 0460-0001 Square Yard 18.000 01 n f4 Asphalt Tack Coat o 0601-7027 Linear Foot 480.000 n h 24" Reinforced Concrete Pipe, Type a, 10` - 2` Fill, 100 Year Design Life a 0203-0001 Cubic Yard 322.000 n c Class 1 Excavation a 0204-0150 Cubic Yard 899.000 n c1, h, s Class 4 Excavation a 0311-0432 Square Yard 797.000 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 9" Depth a 0411-0452 Square Yard 797.000 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 12.5 Mm Mix, 2" Depth, Srl-h a 0411-6450 Square Yard 797.000 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth a 0460-0001 Square Yard 1,594.000 n f4 Asphalt Tack Coat a 0601-5430 Cubic Yard 7.000 n h, k1 Class a Cement Concrete For Miscellaneous Drainage a 0601-6101 Linear Foot 48.000 n h 24" x 38" Elliptical Reinforced Concrete Pipe, Type a Horizontal, < 1.5` Fill, 100 Year Design Life a 0601-7014 Linear Foot 624.000 n h 18" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life a 0605-2711 Set 3.000 n k Type c Concrete Top Unit And Bicycle Safe Grate a 0605-2741 Set 1.000 n k Type s Concrete Top Unit And Bicycle Safe Grate a 0605-2850 Each 6.000 n k Standard Inlet Box, Height < /= 10` a 4605-4010 Each 1.000 n Yes c1, h Std Remove Existing Inlet Custom Modified a 0630-0010 Linear Foot 498.000 n k Plain Cement Concrete Curb, Including Removal Of Existing Curb a 0811-0003 Linear Foot 600.000 n j2, m Temporary Protective Fence

Division 31 -	Earthwork, Erosion and Sedimentation Controls.
Division 33 -	Utilities, Storm Drainage Utilities, Ponds and Reservoirs.
Division 35 -	Waterway and Marine Construction, Shoreline Protection, Waterway Construction and Equipment.