SR 4001 Soil Slide between Waterville and Elder Lane

Construction of Retaining Walls and other miscellaneous construction, as indicated on the approved drawings included in the bid package for State Route 4001, Section 040, In Lycoming County Cummings Township from approximately 0.7 miles North of the intersection with SR 44 at segment 0020 offset 0803 to approximately 10.8 miles South of the intersection with SR 287 at segment 0020 offset 1763 and State Route 4001, Section 041, In Lycoming County Cummings Township from approximately 2.2 miles North of the intersection with SR 44 at segment 0050 offset 1765 to approximately 9.1 miles South of the intersection with SR 287 at segment 0060 offset 0311. 0201-0001 Lump Sum 1.000 01 n a Std Clearing And Grubbing 0201-0002 Lump Sum 1.000 03 n a Std Clearing And Grubbing 0203-0001 Cubic Yard 1,367.000 01** n c Class 1 Excavation 4203-0001 Cubic Yard 1,040.000 01 n Yes c Proj Class 1 Excavation (Rock) 0203-0005 Cubic Yard 82.000 01** n c1 Class 1c Excavation 0203-0006 Linear Foot 377.000 01** n g4 Saw Cutting 0204-0150 Cubic Yard 74.000 01** n c1, h, s Class 4 Excavation 4205-0365 Ton 735.000 01** n Yes c1 Std Selected Borrow Excavation Rock, Class r-5 (Includes Excavation) 0205-0381 Ton 140.000 01** n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0212-0001 Linear Foot 747.000 01** n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 2,352.000 01** n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 143.000 01** n c3, h, m2 Geotextile, Class 4, Type c 0313-0337 Ton 593.000 01** n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix 0316-0337 Ton 3.000 03 n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix 0350-0121 Ton 647.000 01** n c, e Subbase (No. 2a) 0413-0205 Ton 177.000 01** n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0413-6037 Ton 203.000 01** n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix 0460-0004 Gallon 182.000 01** n f4 Asphalt Tack Coat (Ntt/Cntt) 0461-0002 Gallon 254.000 01** n f4 Asphalt Prime Coat 0491-0012 Square Yard 600.000 01** n f3 Milling Of Asphalt Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor 0601-9363 Linear Foot 50.000 03 n h 18" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage e 0601-9363 Linear Foot 37.000 01 n h 18" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage o 0601-2823 Linear Foot 37.000 01 n h 18" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage 4605-2620 Each 3.000 01** n Yes k Proj Type d-w Endwall (Pipe Opening Invert) 4605-2731 Set 1.000 03 n Yes k Proj Type m Concrete Top Unit And Bicycle Safe Grate (Temporary) 0605-2740 Set 1.000 01 n k Type s Concrete Top Unit And Grate 4605-2740 Set 2.000 03 n Yes k Proj Type s Concrete Top Unit And Grate (Custom Top Unit) 4605-2741 Set 2.000 03 n Yes k Proj Type s Concrete Top Unit And Bicycle Safe Grate (Temporary) 4605-2750 Set 1.000 03 n Yes k Proj Type d-h Concrete Top Unit And Grates (Temporary) 0605-2850 Each 3.000 01** n k Standard Inlet Box, Height < /= 10` 4605-2850 Each 2.000 03 n Yes k Proj Standard Inlet Box, Height < /= 10` (Temporary) 4605-2882 Each 1.000 03 n Yes k Proj Type d-h Inlet Box, Height < /= 10` (Temporary) 0608-0001 Lump Sum 1.000 01** n x Mobilization 0609-0004 Lump Sum 1.000 05 n x Inspector`s Field Office And Inspection Facilities, Type c 0609-0009 Lump Sum 1.000 05 n x Std Equipment Package 0610-7002 Linear Foot 747.000 01** n h2 6" Pavement Base Drain 0615-0022 Linear Foot 30.000 01** n h2 6" Subsurface Drain Outlets 0615-0066 Each 2.000 01** n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0619-0459 Each 2.000 03 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0503 Linear Foot 413.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1600 Linear Foot 138.000 01** n j Type 31-s Guide Rail 0620-1601 Linear Foot 75.000 01 n j Type 31-s Guide Rail With 7` Extra Length Posts 0620-1625 Linear Foot 75.000 01** n j Type 31-Sc Guide Rail 0620-1626 Linear Foot 25.000 01 n j Type 31-Sc Guide Rail With 7` Extra Length Posts 0620-1635 Linear Foot 388.000 01** n j Type 31-Scc Guide Rail 0620-1637 Linear Foot 13.000 01 n j Type 31-Scc Guide Rail With 7` Extra Length Posts 4623-0052 Linear Foot 216.000 03 n Yes j1 Proj Single Face Concrete Barrier (Temporary) 0627-3019 Linear Foot 456.000 01** n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=1` 0628-3019 Linear Foot 708.000 01** n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=1` 0686-0050 Lump Sum 1.000 01 n x Construction Surveying, Type d 0686-0051 Lump Sum 1.000 03 n x Construction Surveying, Type d 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y x Internal Facilitation 0696-0610 Each 4.000 01** n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0697-0610 Each 8.000 01** n j1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0804-0002 Pound 6.000 01** n m3 Seeding And Soil Supplements - Formula c, Including Mulch 0804-0003 Pound 38.000 01** n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004 Pound 15.000 01** n m3 Seeding - Formula e, Including Mulch 0806-0113 Square Yard 29.000 03 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0806-0130 Square Yard 422.000 01** n m2 Temporary Long-Term, Rolled Erosion Control Product, Type 4 4855-0003 Each 1.000 01 n Yes m2 Proj Pumped Water Filter Bag (8` x 10`) 4855-0004 Each 1.000 01 n Yes m2 Proj Replacement Pumped Water Filter Bag (8` x 10`) 0860-0000 Each 1.000 03 n m2 Inlet Filter Bag For Type m Inlet 0860-0001 Each 4.000 01** n m2 Inlet Filter Bag For Type s Inlet 0867-0012 Linear Foot 682.000 01** n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 01 n q Std Maintenance And Protection Of Traffic During Construction 0901-0002 Lump Sum 1.000 03 n q Std Maintenance And Protection Of Traffic During Construction 0901-0240 Square Foot 200.000 01** n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 3,810.000 01** n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 5,542.000 01** n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0334 Linear Foot 39.000 01** n o 24" Standard Pavement Markings, Paint & Beads, White 0901-0461 Each 2.000 01 n q Full-Matrix Changeable Message Sign Without Telecommunications 4901-0702 Each 2.000 01** n Yes p, q Proj Temporary Traffic Signals (Portable Only) (Complete System) 0937-0105 Each 2.000 03 n j, r Guide Rail Mounted Delineator Type b, (y/y) 0937-0107 Each 14.000 01** n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0114 Each 16.000 01** n j, r Guide Rail Mounted Delineator Type d, (w/w) 0937-0323 Each 3.000 01** n r Flexible Delineator Post, Ground-Mount Type Gm-1, Red Post With White Sheeting 0941-0001 Each 2.000 01** n r Reset Post Mounted Signs, Type b 0962-1005 Linear Foot 8,020.000 01** n o 4" Yellow Waterborne Pavement Markings 0963-0001 Square Foot 78.000 01** n o2, o3 Pavement Marking Removal 0963-0004 Linear Foot 7,457.000 01** n o2, o3 4" Pavement Marking Removal 1001-1140 Cubic Yard 6.000 01** n k Class c Cement Concrete 1002-0053 Pound 4,383.000 02 n s7 Reinforcement Bars, Epoxy Coated 1006-1045 Linear Foot 234.000 02 n u1 30" Diameter Drilled Caissons, Shaft Section In Rock 8600-0001 Lump Sum 1.000 02 n Yes s5 Proj Soldier Pile Retaining Wall, As Designed, s-39574 8700-0001 Lump Sum 1.000 04 n Yes c5, s5 Proj Retaining Wall, As Designed, s-39575 9000-0001 Linear Foot 361.000 03 n h Proj Temporary 18" Pipe 9000-0002 Each 1.000 03 n m2 Proj Inlet Filter Bag For Type d-h Inlet 9000-0021 Each 1.000 03 n h, k Proj Plug Drainage Opening 9000-0304 Each 8.000 02 n s2 Std Adhesive Anchor, No. 4 Bar

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.