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Last Updated | 02/14/2020 01:18 AM |
Project Title | SR 4016 Flood Repair August 2018 |
Physical Address | View project details and contacts |
City, State (County) | PA (Sullivan 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 | The description and location of the project are as follows: Embankment repairs due to flood damage including excavation, selected borrow excavation rock, subbase, Superpave Asphalt Mixture Design WMA base, binder, and wearing courses, drainage, pavement base drain, guide rail, selective tree removal, pavement markings, class C cement concrete, anti-washout admixture, and other related work within an overall length of 5,995.00 linear feet (1.13 miles) all as indicated on the approved drawings for State Route 4016, Section 010 from approximately 1.54 miles southeast of the intersection with State Route 4009 at Segment 0090 Offset 0075 to approximately 0.34 miles west of the intersection with State Route 4013 at Segment 0110 Offset 0858 in Forks Township, Sullivan County. 0201-0001lump Sum1.000 01nastd Clearing And Grubbing 4203-0001cubic Yard3,286.000 01nyescstd Class 1 Excavation (Includes Sawcutting) 0204-0150cubic Yard43.000 01nc1, h, s Class 4 Excavation 0205-0363ton1,295.000 01nc1std Selected Borrow Excavation Rock, Class r-3 0205-0368ton3,464.000 01nc1std Selected Borrow Excavation Rock, Class r-8 0212-0001linear Foot1,373.000 01nc3, h, m2 Geotextile, Class 1 0212-0014square Yard4,293.000 01nc3, h, m2 Geotextile, Class 4, Type a 0311-0322square Yard1,634.000 01ne Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 4" Depth 0350-0121ton1,760.000 01nc, e Subbase (No. 2a) 0411-0385square Yard1,634.000 01nf Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-l 0411-6350square Yard1,634.000 01nf Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, < 0.3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0460-0004gallon230.000 01nf4 Bituminous Tack Coat (Ntt/Cntt) 0461-0002gallon706.000 01nf4 Bituminous Prime Coat e0601-0353linear Foot74.000 01nh 18" Thermoplastic Pipe, Group Iii, 8`-2` Fill o0601-2823linear Foot74.000 01nh 18" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage 0601-5431cubic Yard408.000 01nh, k1 Class c Cement Concrete For Miscellaneous Drainage 0605-2600each1.000 01nk Type d Endwall 0605-2750set1.000 01nk Type d-h Concrete Top Unit And Grates 0605-2882each1.000 01nk Type d-h Inlet Box, Height < /= 10` 0608-0001lump Sum1.000 01nx Mobilization 0609-0004lump Sum1.000 02nx Inspector`s Field Office And Inspection Facilities, Type c 0609-0009lump Sum1.000 02nxstd Equipment Package 0610-7002linear Foot1,373.000 01nh2 6" Pavement Base Drain 0615-0022linear Foot183.000 01nh2 6" Subsurface Drain Outlets 0615-0066each9.000 01nc1, h2, r 66" Red Subsurface Drain Outlet Marker 0620-0503linear Foot363.000 01nc1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0872each2.000 01nj Buried-In-Backslope Terminal, Single Panel 0620-1602linear Foot850.000 01nj Type 31-s Guide Rail With 8` Extra Length Posts 0620-1650each2.000 01nj Type 31-Strong Post End Treatment 0686-0030lump Sum1.000 01nx Construction Surveying, Type b, Modified 0689-0003lump Sum1.000 01nx Cpm Schedule 0690-0001dollar1,000.000$1.00$1,000.0001yx Internal Facilitation 0804-0004pound5.000 01nm3 Seeding - Formula e, Including Mulch 0804-0006pound5.000 01nm3 Seeding And Soil Supplements - Formula l, Including Mulch 0810-0052each39.000 01na, m1 Selective Tree Removal 0867-0018linear Foot522.000 01nm2 Compost Filter Sock, 18" Diameter 0901-0001lump Sum1.000 01nqstd Maintenance And Protection Of Traffic During Construction 0937-0105each27.000 01nj, r Guide Rail Mounted Delineator Type b, (y/y) 0937-0107each27.000 01nj, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0114each27.000 01nj, r Guide Rail Mounted Delineator Type d, (w/w) 0962-1005linear Foot3,340.000 01no 4" Yellow Waterborne Pavement Markings 1001-0801cubic Yard328.000 01nx Anti-Washout Admixture 9000-0001each1.000 01nc1, c3std Temporary Access Road 1 9000-0002each1.000 01nc1, c3std Temporary Access Road 2 9000-0005lump Sum1.000 01nc1, j1, m2std Diversion Dike System |
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