Similar Projects
Last Updated | 12/13/2019 05:09 AM |
Project Title | SR 1036 Pipe Replacement |
Physical Address | View project details and contacts |
City, State (County) | PA (Luzerne County) |
Category(s) | Heavy and Highway |
Sub-Category(s) | Shoreline/Erosion/Drainage |
Contracting Method | Competitive Bids. |
Project Status | Results |
Bids Due | View project details and contacts |
Estimated Value | $500,000 to $999,999 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | For the construction of a certain section of State Highway in Luzerne County, Kingston Township, Commonwealth of Pennsylvania, STATE ROUTE 1036 and SECTION MAI. The project being situated as follows: From a point approximately ¼ mile from the intersection with SR 0309 at Segment 0010 Offset 0085 (Station 1+00) to a point approximately 1 mile from SR 1029 at Segment 0020 Offset 0966 (Station 26+00) along SR 1036, Carverton Road. The proposed project consists of replacing a 24” pipe and the two inlets with the same size pipe and inlets. Also, this project will replace the adjacent concrete curbing and sidewalk. Other work includes bituminous full depth roadway/ shoulder improvements, drainage, bituminous overlay, landscaping, temporary traffic control, excavation, E & S control measures, signing, pavement markings and other miscellaneous construction all contained within an overall project length of 2,364 feet, 0.448 miles as indicated on the approved drawings included in the bid package. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 49.000 01 n c Class 1 Excavation 0203-0003 Cubic Yard 59.000 01 n c1 Class 1a Excavation 0203-0004 Cubic Yard 106.000 01 n c1 Class 1b Excavation 0212-0014 Square Yard 34.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0311-0422 Square Yard 438.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 4" Depth 0350-0106 Square Yard 464.000 01 n c, e Subbase 6" Depth (No. 2a) 0411-0482 Square Yard 7,529.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0411-6450 Square Yard 438.000 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 0450-2310 Ton 35.000 01 n f1 Superpave Asphalt Mixture Design, Hma Binder Course, Manual Patching, Pg 64-22, < 0.3 Million Esals, 19.0 Mm Mix 0460-0003 Square Yard 7,967.000 01 n f4 Bituminous Tack Coat (Ntt/Cntt) 0491-0012 Square Yard 7,529.000 01 n f3 Milling Of Bituminous Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor e 4601-0562 Linear Foot 80.000 01 n Yes h Proj 24" Thermoplastic Pipe, Group Vii, 12`-2` Fill, Shore/Trench Box, 100 Year Design Life Modified o 4601-7519 Linear Foot 0.000 n Yes h Proj 24" Reinforced Concrete Pipe, Type a, 15` - 7` Fill, Shore/Trench Box, 100 Year Design Life Modified o 4601-0975 Linear Foot 0.000 n Yes h Proj 24" Ductile Iron Pipe, Shore/Trench Box, 100 Year Design Life Modified e 4604-0500 Linear Foot 193.000 01 n Yes h Proj 18" Perforated Thermoplastic Pipe, Group Vi, 15`-2` Fill, Shore/Trench Box Modified o 4604-2823 Linear Foot 0.000 n Yes h Proj 18" Perforated Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage Modified o 4604-7014 Linear Foot 0.000 n Yes h Proj 18" Reinforced Concrete Pipe, Type a, (Open Joint), 15` - 2` Fill, 100 Year Design Life Modified e 4604-0502 Linear Foot 553.000 01 n Yes h Proj 24" Perforated Thermoplastic Pipe, Group Vi, 15`-2` Fill, Shore/Trench Box Modified o 4604-2825 Linear Foot 0.000 n Yes h Proj 24" Perforated Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage Modified o 4604-7027 Linear Foot 0.000 n Yes h Proj 24" Reinforced Concrete Pipe, Type a, (Open Joint), 10` - 2` Fill, 100 Year Design Life Modified 0605-2711 Set 7.000 01 n k Type c Concrete Top Unit And Bicycle Safe Grate 0605-2854 Each 7.000 01 n k Type 4 Inlet Box, Height < /= 10` 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0003 Lump Sum 1.000 02 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 02 n x Std Equipment Package 0630-0010 Linear Foot 891.000 01 n k Plain Cement Concrete Curb, Including Removal Of Existing Curb 0676-0001 Square Yard 511.000 01 n k Cement Concrete Sidewalk 0686-0040 Lump Sum 1.000 01 n x Construction Surveying, Type c 0689-0005 Lump Sum 1.000 02 n x Cpm Schedule, With Updates 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 02 y x Internal Facilitation e 0695-0004 Square Foot 40.000 01 n k Detectable Warning Surface, Polymer Composite o 0695-0002 Square Foot 0.000 n k Detectable Warning Surface, Cast Iron o 0695-0003 Square Foot 0.000 n k Detectable Warning Surface, Polymer Concrete 0802-0001 Cubic Yard 21.000 01 n c1, m Topsoil Furnished And Placed 0804-0003 Pound 9.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0855-0003 Each 1.000 01 n m2 Pumped Water Filter Bag 0860-0002 Each 16.000 01 n m2 Inlet Filter Bag For Type c Inlet 0867-0018 Linear Foot 824.000 01 n m2 Compost Filter Sock, 18" Diameter 0901-0001 Lump Sum 1.000 01 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0240 Square Foot 20.000 01 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 3,820.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 4,400.000 01 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0451 Each 2.000 01 n q 3-Line Changeable Message Sign Without Telecommunications 0941-0001 Each 2.000 01 n r Reset Post Mounted Signs, Type b 0962-1000 Linear Foot 5,710.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 5,660.000 01 n o 4" Yellow Waterborne Pavement Markings 0962-1062 Each 1.000 01 n o3 White Waterborne Pavement Legend, "Left Arrow", 12`-0" x 3`-0" 0962-1063 Each 1.000 01 n o3 White Waterborne Pavement Legend, "Thru And Right Arrow", 20`-0" x 3`-7" 0963-0004 Linear Foot 11,020.000 01 n o2, o3 4" Pavement Marking Removal 9000-0001 Each 1.000 01 n m2 Proj Temporary Pump Bypass 9000-0017 Linear Foot 1,790.000 01 n q Proj Lane Separator Curb System |
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