SR 1043 and SR 1014 Pioneer Road Pipe Replacement

For The Construction Of a Certain Section Of State Highway In Luzerne County, Dallas Township, Commonwealth Of Pennsylvania, State Route 1043 And Section Ppr. The Project Being Situated As Follows: From a Point Approximately 113 Feet From The Intersection With Sr 1014 At Segment 0032 Offset 0613 (Station 61+25) To a Point Approximately 137 Feet From The Same Intersection At Segment 0040 Offset 0113 (Station 63+75) Along Sr 1043 (Pioneer Road). The Proposed Project Consists Of Installing Both Storm Water And Combination Drainage Pipe And Inlets, Including a 68” x 43” Reinforced Concrete Elliptical Pipe With Cast-In-Place End Walls. Other Work Includes Milling And Bituminous Overlay, Landscaping, Temporary Traffic Control, Guide Rail, e & s Control Measures, Pavement Markings And Other Miscellaneous Construction All Contained Within An Overall Project Length Of 250 Feet, 0.047 Miles As Indicated On The Approved Drawings Included In The Bid Package. 0201-0001lump Sum1.000 01na Clearing And Grubbing 0203-0001cubic Yard115.000 01nc Class 1 Excavation 0203-0004cubic Yard27.000 01nc1 Class 1b Excavation 0212-0007square Yard38.000 01nc3, h, m2 Geotextile, Class 3, Type a 0212-0014square Yard192.000 01nc3, h, m2 Geotextile, Class 4, Type a 0220-0010cubic Yard6.000 01nk1 Flowable Backfill, Type b 0313-0322square Yard183.000 01ne Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 4" Depth 0350-0106square Yard183.000 01nc, e Subbase 6" Depth (No. 2a) 0350-0121ton270.000 01nc, e Subbase (No. 2a) 0413-0198square Yard1,415.000 01nf Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, 2" Depth, Srl-g 0413-6036square Yard183.000 01nf Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix, 3" Depth 0460-0003square Yard1,608.000 01nf4 Asphalt Tack Coat (Ntt/Cntt) 0491-0013square Yard1,254.000 01nf3 Milling Of Asphalt Pavement Surface, 2" Depth, Milled Material Retained By Contractor 0601-5901linear Foot35.000 01nh1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 4601-6222linear Foot96.000 01nyeshproj 68" x 43" Elliptical Reinforced Concrete Pipe, Type a Shore/Trench Box Vertical, 10` - 7` Fill, 100 Year Design Life With Baffles e0601-7509linear Foot87.000 01nh 18" Reinforced Concrete Pipe, Type a, 7` - 3` Fill, Shore/Trench Box, 100 Year Design Life o0601-0560linear Foot87.000 Nh 18" Thermoplastic Pipe, Group Vii, 12`-2` Fill, Shore/Trench Box, 100 Year Design Life o0601-0973linear Foot87.000 Nh 18" Ductile Iron Pipe, Shore/Trench Box, 100 Year Design Life e0601-7517linear Foot100.000 01nh 24" Reinforced Concrete Pipe, Type a, 7` - 3` Fill, Shore/Trench Box, 100 Year Design Life o0601-0562linear Foot100.000 Nh 24" Thermoplastic Pipe, Group Vii, 12`-2` Fill, Shore/Trench Box, 100 Year Design Life o0601-0975linear Foot100.000 Nh 24" Ductile Iron Pipe, Shore/Trench Box, 100 Year Design Life e0604-0500linear Foot116.000 01nh 18" Perforated Thermoplastic Pipe, Group Vi, 15`-2` Fill, Shore/Trench Box o0604-2823linear Foot116.000 Nh 18" Perforated Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage o0604-7014linear Foot116.000 Nh 18" Reinforced Concrete Pipe, Type a, (Open Joint), 15` - 2` Fill, 100 Year Design Life 0605-2600each1.000 01nk Type d Endwall 4605-2620each2.000 01nyeskproj Type d-w Endwall For 68" x 43" Elliptical Pipe Cast-In-Place 0605-2731set6.000 01nk Type m Concrete Top Unit And Bicycle Safe Grate 0605-2750set1.000 01nk Type d-h Concrete Top Unit And Grates 0605-2850each6.000 01nk Standard Inlet Box, Height < /= 10` 0605-2882each1.000 01nk Type d-h Inlet Box, Height < /= 10` 4605-4011each1.000 01nyesc1, Hproj Remove Existing Endwall Including Excavation 0608-0001lump Sum1.000 01nx Mobilization 0609-0003lump Sum1.000 01nx Inspector`s Field Office And Inspection Facilities, Type b 0609-0009lump Sum1.000 01nxstd Equipment Package 0619-0459each2.000 01nj1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400each2.000 01nj Terminal Section, Single 0620-0503linear Foot254.000 01nc1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0566each6.000 01nj Breakaway Wood Post, 4` Length 0620-1600linear Foot301.000 01nj Type 31-s Guide Rail 0620-1670each2.000 01nj Type 31-Strong Post In-Line Anchor 0636-0001linear Foot84.000 01nf1, k Asphalt Concrete Curb 0686-0040lump Sum1.000 01nx Construction Surveying, Type c 0689-0003lump Sum1.000 01nx Cpm Schedule 0690-0001dollar1,000.000$1.00$1,000.0001yx Internal Facilitation 0802-0001cubic Yard178.000 01nc1, m Topsoil Furnished And Placed 0804-0001pound45.000 01nm3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0014pound45.000 01nm3 Seeding - Formula e 0810-0052each20.000 01na, m1 Selective Tree Removal 0811-0003linear Foot150.000 01nj2, m Temporary Protective Fence 0845-0001dollar1,000.000$1.00$1,000.0001ym2 Unforeseen Water Pollution Control 0849-0012each2.000 01nc1 Rock Construction Entrance 0850-0033cubic Yard19.000 01nc1 Rock, Class r-5 0850-0036cubic Yard96.000 01nc1 Rock, Class r-8 0855-0004each1.000 01nm2 Replacement Pumped Water Filter Bag 0860-0000each7.000 01nm2 Inlet Filter Bag For Type m Inlet 0867-0018linear Foot268.000 01nm2 Compost Filter Sock, 18" Diameter 0901-0001lump Sum1.000 01nq Maintenance And Protection Of Traffic During Construction 0901-0320linear Foot510.000 01no 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330linear Foot684.000 01no 4" Standard Pavement Markings, Paint & Beads, White 0901-0334linear Foot48.000 01no 24" Standard Pavement Markings, Paint & Beads, White 0901-0461each2.000 01nq Full-Matrix Changeable Message Sign Without Telecommunications 0937-0106each9.000 01nj, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0113each9.000 01nj, r Guide Rail Mounted Delineator Type d, (w/b) 0937-0321each1.000 01nr Flexible Delineator Post, Ground-Mount Type Gm-1, Yellow Post With Yellow Sheeting 0962-1000linear Foot684.000 01no 4" White Waterborne Pavement Markings 0962-1005linear Foot510.000 01no 4" Yellow Waterborne Pavement Markings 0964-0021linear Foot48.000 01no 24" White Epoxy Pavement Markings 9000-0002linear Foot40.000 01nc1, k1, Mproj Remove And Restack Exisiting Dry Stonewall 9000-0003lump Sum1.000 01nh, m2proj Temporary Pump Bypass System e9000-0005linear Foot215.000 01nh, m2proj Sandbag Dike o9000-0001linear Foot215.000 Nh, m2proj Temporary Concrete Barrier Cofferdam 9000-0006each5.000 01nc1proj Utility Test Hole 9000-0007each1.000 01nc1, m2proj Sump Pit 9000-0008dollar15,000.000$1.00$15,000.0001yf, f1proj Repair Of Detour Route 9000-0009dollar4,000.000$1.00$4,000.0001yxproj Roadway Inspection Of Detour Route 9000-0011each1.000 01nrproj Remove And Reset Existing Mailbox 9000-0012each6.000 01nrproj Remove And Reset Existing Post Mounted Sign, Type b 9000-0013cubic Yard45.000 01nc1proj Material For Streambed Establishment 9000-5000each4.000 01nrproj Snowpole (Orange), 7`-0" 9000-5100lump Sum1.000 01nxstd Electronic Ticketing System 9203-1001lump Sum1.000 01ns5proj Temporary Excavation And Support System

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.