SR 54 Mine Entrance

Removal of mine entrance, backfilling, full depth reconstruction, milling, resurfacing and other miscellaneous construction, as indicated on the approved drawings included in the bid package for state route 54, section 092, in Northumberland County, Mount Carmel Township from approximately 0.8 miles east of the intersection of SR 54 and SR 901 at segment 0662 offset 1538 to approximately 0.4 miles west of the Northumberland/Columbia County Line at segment 0662 offset 1988, state route 901, section 027, in Northumberland County, Mount Carmel Township from the intersection of SR 901 and SR 54 at segment 0132 offset 0000 to the Northumberland/Schuylkill County Line at segment 0132 offset 1851, and state route 54, section 109, in northumberland county, mount carmel township from approximately 2.7 miles east of the intersection of SR 901 and SR 54 at segment 0642 offset 1998 to approximately 1.2 miles west of the Northumberland/Columbia County Line at segment 0652 offset 0500. 0201-0001 Lump Sum 1.000 01 n a Std Clearing And Grubbing 4203-0001 Cubic Yard 1,901.000 01 n Yes c Std Class 1 Excavation (Includes Sawcutting) 0204-0001 Cubic Yard 91.000 01 n c1, h Class 2 Excavation 0204-0150 Cubic Yard 36.000 01 n c1, h, s Class 4 Excavation 0205-0100 Cubic Yard 343.000 01 n c1 Foreign Borrow Excavation 0205-0363 Ton 44.000 01 n c1 Std Selected Borrow Excavation Rock, Class r-3 0205-0366 Ton 135.000 01 n c1 Std Selected Borrow Excavation Rock, Class r-6 0205-0385 Ton 5.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 57 0212-0001 Linear Foot 125.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 496.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0311-0337 Ton 107.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix 0316-0537 Ton 100.000 02** n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, 3 To < 10 Million Esals, 25.0 Mm Mix 0350-0121 Ton 270.000 01** n c, e Subbase (No. 2a) 0411-0493 Ton 41.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-g 0411-2395 Ton 153.000 02 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Scratch), Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0411-2595 Ton 613.000 02** n f Superpave Asphalt Mixture Design, Wma Wearing Course (Scratch), Pg 64-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-l 0411-6470 Ton 67.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 0419-1329 Ton 1,081.000 02** n f Stone Matrix Asphalt Mixture Design, Wma Wearing Course, Rps Pg 76-22, 9.5 Mm Mix, Srl-e 0460-0004 Gallon 3,647.000 01** n f4 Bituminous Tack Coat (Ntt/Cntt) 0461-0002 Gallon 864.000 02 n f4 Bituminous Prime Coat 0491-0019 Square Yard 16,365.000 02** n f3 Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0601-0313 Linear Foot 12.000 01 n h 18" Thermoplastic Pipe, Group i, 15`-1.5` Fill e 0601-0313 Linear Foot 59.000 01 n h 18" Thermoplastic Pipe, Group i, 15`-1.5` Fill o 0601-7313 Linear Foot 59.000 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill 0605-2600 Each 1.000 01 n k Type d Endwall 0605-2630 Each 1.000 01 n k Type e-s Endwall 0608-0001 Lump Sum 1.000 01 n x Mobilization 0610-7002 Linear Foot 125.000 01 n h2 6" Pavement Base Drain 0615-0022 Linear Foot 26.000 01 n h2 6" Subsurface Drain Outlets 0615-0066 Each 2.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0616-1252 Each 2.000 01 n h Thermoplastic End Section For 18" Pipe 4657-0010 Ton 483.000 02** n Yes e, f Std Paved Shoulders, Type 7 (Ton) (Ton) 0660-0021 Linear Foot 1,678.000 02** n f3 Milled Centerline Rumble Strips Type 1 0686-0020 Lump Sum 1.000 01 n x Construction Surveying, Type b 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 0804-0003 Pound 61.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004 Pound 13.000 01 n m3 Seeding - Formula e, Including Mulch 0806-0103 Square Yard 41.000 01 n m2 Temporary Ultra Short-Term, Rolled Erosion Control Product, Type 1d 0855-0003 Each 1.000 01 n m2 Pumped Water Filter Bag 0855-0004 Each 1.000 01 n m2 Replacement Pumped Water Filter Bag 0867-0018 Linear Foot 86.000 01 n m2 Compost Filter Sock, 18" Diameter 0901-0001 Lump Sum 1.000 01 n q Std Maintenance And Protection Of Traffic During Construction 0901-0002 Lump Sum 1.000 02 n q Std Maintenance And Protection Of Traffic During Construction 0901-0320 Linear Foot 8,056.000 01** n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 6,270.000 01** n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0331 Linear Foot 1,220.000 02 n o 6" Standard Pavement Markings, Paint & Beads, White 0901-0461 Each 4.000 01** n q Full-Matrix Changeable Message Sign Without Telecommunications 0962-1000 Linear Foot 4,135.000 02** n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 885.000 02** n o 6" White Waterborne Pavement Markings 0962-1005 Linear Foot 3,828.000 02** n o 4" Yellow Waterborne Pavement Markings 0965-0021 Linear Foot 38.000 02** n o2 24" White Preformed Thermoplastic Pavement Markings 0965-0101 Each 3.000 02** n o2 White Preformed Thermoplastic Legend, "Only", 8` - 0" 0965-0103 Each 1.000 02 n o2 White Preformed Thermoplastic Legend, "Left", 8` - 0" 0965-0104 Each 2.000 03 n o2 White Preformed Thermoplastic Legend, "Right", 8` - 0" 1018-0050 Lump Sum 1.000 01 n t1 Std Removal Of Portion Of Existing Bridge 9000-0002 Each 1.000 02 n p Proj Radar Detection, Presense, Two Approaches 9000-0005 Each 1.000 02 n p Std Dilemma Zone Radar Detection System, 2 Approaches

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 32 -	Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings.
Division 33 -	Utilities, Storm Drainage Utilities, Storm Drainage Structures.