443 Roadway Improvements

The project is for reconstruction of approximately 2.25 miles along SR 443 and includes roadway and safety improvement consisting of a center turn lane along the entire corridor as well as the addition of left-turn lanes added at the Mall Rd./Mall Ln. intersection and the E. Penn St./Mahoning Mt. Rd. intersection to improve traffic flow and reduce crashes. Traffic signal improvement will occur at these intersections. Highway access from adjacent properties will be adjusted as needed to improve traffic operations and safety along SR 0443. Roadway drainage will be improved along the corridor to eliminate roadway flooding. Shoulders will be maintained throughout the project site to provide for pedestrian and bicycle traffic. The structure along SR 0902 will be replaced and the intersection of SR 0902 and SR 443 will be realigned. The structure along SR 443 will be rehabilitated and will consist of superstructure replacement. The project also includes pavement improvements, post construction stormwater management facilities, drainage improvements, traffic signing, utility installation/relocation, guiderail, pavement markings and other miscellaneous construction, as indicated on the approved drawings included in the bid package for State route 0443, section 02s, in carbon county and in lehighton borough and mahoning township from Ashtown Drive at Segment 0100 Offset 3054 to E. Bridge Street (SR 0209) at the McCall Memorial Bridge at Segment 0140 Offset 3806. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 4202-0001 Lump Sum 1.000 01 n Req b Proj Demolition 4202-0002 Lump Sum 1.000 01 n Req b Proj Demolition 0202-0003 Lump Sum 1.000 01 n b Demolition 0202-0004 Lump Sum 1.000 01 n b Demolition 0202-0005 Lump Sum 1.000 01 n b Demolition 0202-0006 Lump Sum 1.000 01 n b Demolition 0202-0007 Lump Sum 1.000 01 n b Demolition 0202-0008 Lump Sum 1.000 01 n b Demolition 0202-0009 Lump Sum 1.000 01 n b Demolition 0202-0010 Lump Sum 1.000 01 n b Demolition 0202-0011 Lump Sum 1.000 01 n b Demolition 0202-0012 Lump Sum 1.000 01 n b Demolition 0202-0013 Lump Sum 1.000 01 n b Demolition 0202-0014 Lump Sum 1.000 01 n b Demolition 0202-0015 Lump Sum 1.000 01 n b Demolition 0202-0016 Lump Sum 1.000 01 n b Demolition 0203-0001 Cubic Yard 42,477.000 01 n c Class 1 Excavation 0203-0004 Cubic Yard 815.000 01** n c1 Class 1b Excavation 0203-0006 Linear Foot 1,964.000 01** n g4 Saw Cutting 0204-0001 Cubic Yard 443.000 01 n c1, h Class 2 Excavation 0204-0150 Cubic Yard 1,208.000 01 n c1, h, s Class 4 Excavation 0205-0200 Cubic Yard 1,190.000 06 n c1 Selected Borrow Excavation 0208-0001 Hour 15.000 06 n c Special Rolling 0212-0001 Linear Foot 23,446.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 40,466.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0313-0422 Square Yard 46,945.000 06 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 4" Depth 0313-0437 Ton 5,316.000 05 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 0350-0106 Square Yard 36,722.000 06 n c, e Subbase 6" Depth (No. 2a) 0350-0121 Ton 7,948.000 01** n c, e Subbase (No. 2a) 0413-0245 Square Yard 77,486.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0413-1024 Ton 65.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0413-6043 Ton 4,919.000 06 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 0413-6045 Square Yard 73,186.000 06 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0413-6046 Square Yard 10,161.000 05 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 3" Depth 0413-9999 Dollar 153,230.000 $1.00 $153,230.00 01 y x Percent Within Limits (Pwl) Lot Incentive/Disincentive 0460-0001 Square Yard 203,513.000 01** n f4 Asphalt Tack Coat 0460-0003 Square Yard 48,600.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 0491-0015 Square Yard 8,840.000 05 n f3 Milling Of Asphalt Pavement Surface, 3" Depth, Milled Material Retained By Contractor 0491-0033 Square Yard 2,067.000 01 n f3 Milling Of Asphalt Pavement Surface, 2" Depth, Milled Material Retained By Department (Delivered To Stockpile) 0491-0039 Square Yard 68,190.000 01 n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Department (Delivered To Stockpile) 0591-0001 Square Yard 2,851.000 01 n f3 Milling Of Cement Concrete Pavement Surface 0601-5901 Linear Foot 3,009.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 0601-5902 Linear Foot 153.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Over 36" 0601-6137 Linear Foot 8.000 01 n h 14" x 23" Elliptical Reinforced Concrete Pipe, Type a Horizontal, < 1.5` Fill 0601-6140 Linear Foot 22.000 01 n h 29" x 45" Elliptical Reinforced Concrete Pipe, Type a Horizontal, < 1.5` Fill 0601-7008 Linear Foot 60.000 01 n h 15" Reinforced Concrete Pipe, Type a, 20` - 1.5` Fill e 0601-7508 Linear Foot 126.000 01 n h 18" Reinforced Concrete Pipe, Type a, 3` - 2` Fill, Shore/Trench Box, 100 Year Design Life o 0601-0973 Linear Foot 126.000 01 n h 18" Ductile Iron Pipe, Shore/Trench Box, 100 Year Design Life e 0601-7511 Linear Foot 4,422.000 01 n h 18" Reinforced Concrete Pipe, Type a, 15` - 3` Fill, Shore/Trench Box, 100 Year Design Life o 0601-0973 Linear Foot 4,422.000 01 n h 18" Ductile Iron Pipe, Shore/Trench Box, 100 Year Design Life e 0601-7511 Linear Foot 209.000 01 n h 18" Reinforced Concrete Pipe, Type a, 15` - 3` Fill, Shore/Trench Box, 100 Year Design Life o 0601-0963 Linear Foot 209.000 01 n h 18" Ductile Iron Pipe, Shore/Trench Box o 0601-0973 Linear Foot 209.000 01 n h 18" Ductile Iron Pipe, Shore/Trench Box, 100 Year Design Life o 0601-7710 Linear Foot 209.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15` - 3` Fill, Shore/Trench Box e 0601-7517 Linear Foot 2,062.000 01 n h 24" Reinforced Concrete Pipe, Type a, 7` - 3` Fill, Shore/Trench Box, 100 Year Design Life o 0601-0975 Linear Foot 2,062.000 01 n h 24" Ductile Iron Pipe, Shore/Trench Box, 100 Year Design Life e 0601-7517 Linear Foot 18.000 01 n h 24" Reinforced Concrete Pipe, Type a, 7` - 3` Fill, Shore/Trench Box, 100 Year Design Life o 0601-0965 Linear Foot 18.000 01 n h 24" Ductile Iron Pipe, Shore/Trench Box o 0601-0975 Linear Foot 18.000 01 n h 24" Ductile Iron Pipe, Shore/Trench Box, 100 Year Design Life o 0601-7716 Linear Foot 18.000 01 n h 24" Reinforced Concrete Pipe, Type b, 7` - 3` Fill, Shore/Trench Box e 0601-7518 Linear Foot 247.000 01 n h 24" Reinforced Concrete Pipe, Type a, 10` - 7` Fill, Shore/Trench Box, 100 Year Design Life o 0601-0975 Linear Foot 247.000 01 n h 24" Ductile Iron Pipe, Shore/Trench Box, 100 Year Design Life e 0601-7528 Linear Foot 1,318.000 01 n h 30" Reinforced Concrete Pipe, Type a, 15` - 3` Fill, Shore/Trench Box, 100 Year Design Life o 0601-0976 Linear Foot 1,318.000 01 n h 30" Ductile Iron Pipe, Shore/Trench Box, 100 Year Design Life e 0601-7528 Linear Foot 42.000 01 n h 30" Reinforced Concrete Pipe, Type a, 15` - 3` Fill, Shore/Trench Box, 100 Year Design Life o 0601-0966 Linear Foot 42.000 01 n h 30" Ductile Iron Pipe, Shore/Trench Box o 0601-0976 Linear Foot 42.000 01 n h 30" Ductile Iron Pipe, Shore/Trench Box, 100 Year Design Life o 0601-7727 Linear Foot 42.000 01 n h 30" Reinforced Concrete Pipe, Type b, 15` - 3` Fill, Shore/Trench Box e 0601-7538 Linear Foot 862.000 01 n h 36" Reinforced Concrete Pipe, Type a, 15` - 3` Fill, Shore/Trench Box, 100 Year Design Life o 0601-0977 Linear Foot 862.000 01 n h 36" Ductile Iron Pipe, Shore/Trench Box, 100 Year Design Life e 0601-7542 Linear Foot 82.000 01 n h 42" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, Shore/Trench Box, 100 Year Design Life o 0601-0978 Linear Foot 82.000 01 n h 42" Ductile Iron Pipe, Shore/Trench Box, 100 Year Design Life e 0601-7545 Linear Foot 34.000 01 n h 48" Reinforced Concrete Pipe, Type a, 10` - 3` Fill, Shore/Trench Box, 100 Year Design Life o 0601-0969 Linear Foot 34.000 01 n h 48" Ductile Iron Pipe, Shore/Trench Box o 0601-0979 Linear Foot 34.000 01 n h 48" Ductile Iron Pipe, Shore/Trench Box, 100 Year Design Life o 0601-7746 Linear Foot 34.000 01 n h 48" Reinforced Concrete Pipe, Type b, 10` - 7` Fill, Shore/Trench Box e 0601-7710 Linear Foot 349.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15` - 3` Fill, Shore/Trench Box o 0601-0973 Linear Foot 349.000 01 n h 18" Ductile Iron Pipe, Shore/Trench Box, 100 Year Design Life 0605-2401 Set 21.000 01 n k Manhole Frame And Cover 0605-2600 Each 10.000 01 n k Type d Endwall 0605-2620 Each 9.000 01 n k Type d-w Endwall 0605-2711 Set 87.000 06 n k Type c Concrete Top Unit And Bicycle Safe Grate 0605-2714 Set 2.000 06 n k Type c Concrete Top Unit And Ada Compliant Grate 0605-2730 Set 24.000 01 n k Type m Concrete Top Unit And Grate 0605-2731 Set 8.000 06 n k Type m Concrete Top Unit And Bicycle Safe Grate 0605-2740 Set 15.000 01 n k Type s Concrete Top Unit And Grate 0605-2741 Set 1.000 06 n k Type s Concrete Top Unit And Bicycle Safe Grate 0605-2761 Set 5.000 01** n k Type d-h Level Concrete Top Unit And Bicycle Safe Grates 0605-2850 Each 72.000 01 n k Standard Inlet Box, Height < /= 10` 0605-2854 Each 43.000 01 n k Type 4 Inlet Box, Height < /= 10` 0605-2855 Each 4.000 01 n k Type 4 Inlet Box, Height > 10` And < /= 20` 0605-2859 Each 1.000 01 n k Type 5 Inlet Box, Height > 10` And < /= 20` 0605-2863 Each 2.000 01 n k Type 6 Inlet Box, Height > 10` And < /= 20` 0605-2866 Each 1.000 01 n k Type 7 Inlet Box, Height < /= 10` 0605-2874 Each 1.000 06 n k Type 9 Inlet Box, Height < /= 10` 0605-2878 Each 1.000 01 n k Type 10 Inlet Box, Height < /= 10` 0605-2882 Each 2.000 01 n k Type d-h Inlet Box, Height < /= 10` 0605-3010 Each 5.000 01 n k Type 4 Manhole, Storm Water, Height < /=5` 0605-3011 Each 3.000 01 n k Type 4 Manhole, Storm Water, Height >5` And < /= 10` 0605-3012 Each 1.000 01 n k Type 4 Manhole, Storm Water, Height >10` And < /= 20` 0605-3020 Each 1.000 01 n k Type 5 Manhole, Storm Water, Height < /=5` 0605-3022 Each 1.000 01 n k Type 5 Manhole, Storm Water, Height >10` And < /= 20` 0605-3031 Each 1.000 01 n k Type 6 Manhole, Storm Water, Height >5` And < /= 10` 0605-3032 Each 1.000 01 n k Type 6 Manhole, Storm Water, Height >10` And < /= 20` 0606-0050 Set 3.000 01 n c1, k Grade Adjustment Of Existing Inlets 0606-0150 Set 5.000 01 n c1, k Grade Adjustment Of Existing Manholes 0607-0014 Vertical Foot 5.000 01 n k Rebuilt Type m Inlet 0607-0015 Vertical Foot 1.000 01 n k Rebuilt Type c Inlet 0607-0200 Vertical Foot 3.000 01 n k Rebuilt Manhole 0608-0001 Lump Sum 1.000 04 n x Mobilization 0609-0002 Lump Sum 1.000 02 n x Inspector`s Field Office And Inspection Facilities, Type a 0609-0009 Lump Sum 1.000 02 n x Std Equipment Package 0610-0002 Linear Foot 23,446.000 01 n h2 6" Pipe Underdrain Type i Backfill 0610-7002 Linear Foot 23,446.000 01 n h2 6" Pavement Base Drain 0615-0022 Linear Foot 288.000 01 n h2 6" Subsurface Drain Outlets 0615-0040 Each 11.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 11.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0619-0459 Each 17.000 06 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0619-0744 Each 3.000 06 n j3 Permanent Impact Attenuating Device, Type v, Test Level 3, Mash, Widths Less Than Or Equal To 36 Inches 0620-0010 Each 14.000 06 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0500 Linear Foot 26.000 06 n j Reset Guide Rail 0620-0502 Linear Foot 8,527.000 06 n c1, j Remove Existing Guide Rail (Department Property) 0620-0575 Linear Foot 25.000 06 n j Guide Rail Element 0620-1600 Linear Foot 3,095.000 06 n j Type 31-s Guide Rail 0620-1601 Linear Foot 4,451.000 06 n j Type 31-s Guide Rail With 7` Extra Length Posts 0620-1625 Linear Foot 325.000 06 n j Type 31-Sc Guide Rail 0620-1626 Linear Foot 75.000 06 n j Type 31-Sc Guide Rail With 7` Extra Length Posts 0620-1635 Linear Foot 200.000 06 n j Type 31-Scc Guide Rail 0620-1637 Linear Foot 25.000 06 n j Type 31-Scc Guide Rail With 7` Extra Length Posts 0620-1645 Linear Foot 64.000 06 n j Curved w-Beam Guide Rail At Intersections 0620-1650 Each 1.000 06 n j Type 31-Strong Post End Treatment 0620-1660 Each 7.000 06 n j Type 31-Strong Post Anchor Terminal 0620-1670 Each 3.000 06 n j Type 31-Strong Post In-Line Anchor 0623-0052 Linear Foot 1,975.000 06 n j1 Single Face Concrete Barrier 0627-3020 Linear Foot 1,560.000 05 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0628-3020 Linear Foot 2,836.000 05 n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0630-0001 Linear Foot 15,824.000 01 n k Plain Cement Concrete Curb 0633-0200 Linear Foot 978.000 01 n k Plain Concrete Mountable Curb, Type a 0643-0001 Linear Foot 485.000 05 n j1 Temporary Concrete Barrier, Structure Mounted 0644-0001 Linear Foot 490.000 05 n j1 Temporary Concrete Barrier, Structure Mounted, Reset 0676-0001 Square Yard 5,792.000 01 n k Cement Concrete Sidewalk 0686-0001 Each 10.000 01 n x Right-Of-Way Monuments 0686-0050 Lump Sum 1.000 06 n x Construction Surveying, Type d 0689-0005 Lump Sum 1.000 06 n x Cpm Schedule, With Updates 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y x Internal Facilitation e 0695-0004 Square Foot 170.000 06 n k Detectable Warning Surface, Polymer Composite o 0695-0003 Square Foot 170.000 06 n k Detectable Warning Surface, Polymer Concrete o 0695-0002 Square Foot 170.000 06 n k Detectable Warning Surface, Cast Iron 0696-0639 Each 4.000 05 n j1 Temporary Impact Attenuating Device, Type v (Standard) Test Level 3 0697-0639 Each 9.000 05 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard) Test Level 3 0703-0023 Cubic Yard 20.000 01 n c1, h No. 67 Coarse Aggregate 0703-0024 Cubic Yard 481.000 01 n c1, h No. 2a Coarse Aggregate 0802-0001 Cubic Yard 49.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 1,144.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003 Pound 418.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004 Pound 593.000 01 n m3 Seeding - Formula e, Including Mulch 0806-0113 Square Yard 8,728.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0806-0141 Square Yard 333.000 01 n m2 Permanent Rolled Erosion Control Product, Type 5b 0810-0050 Lump Sum 1.000 01 n a, m1 Selective Tree Removal 0849-0010 Each 4.000 01 n c1 Rock Construction Entrance 0850-0031 Cubic Yard 139.000 01 n c1 Rock, Class r-3 0850-0032 Cubic Yard 128.000 01 n c1 Rock, Class r-4 0850-0034 Cubic Yard 307.000 01 n c1 Rock, Class r-6 0850-0036 Cubic Yard 684.000 01 n c1 Rock, Class r-8 0851-0003 Square Yard 500.000 01 n c1 Rock Apron 0855-0003 Each 4.000 01 n m2 Pumped Water Filter Bag 0855-0004 Each 6.000 01 n m2 Replacement Pumped Water Filter Bag 0860-0000 Each 29.000 01 n m2 Inlet Filter Bag For Type m Inlet 0860-0001 Each 19.000 01 n m2 Inlet Filter Bag For Type s Inlet 0860-0002 Each 97.000 01 n m2 Inlet Filter Bag For Type c Inlet 0861-0001 Cubic Yard 1,156.000 01 n c1 Cleaning Sedimentation Structures 0867-0012 Linear Foot 9,936.000 01 n m2 Compost Filter Sock, 12" Diameter 0867-0018 Linear Foot 495.000 01 n m2 Compost Filter Sock, 18" Diameter 4867-0018 Linear Foot 150.000 01 n Yes m2 Proj Compost Filter Sock, 18" Diameter As Sediment Trap 0872-0001 Each 2.000 01 n c1, h Concrete Anti-Seep Collar 0873-0001 Linear Foot 125.000 01 n c1, h Temporary Baffle Wall 0875-0001 Each 4.000 01 n c1, h Concrete Outlet Structure 0901-0001 Lump Sum 1.000 05 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0102 Each 28.000 05 n q Shadow Vehicle 0901-0231 Day 536.000 05 n q Additional Warning Lights, Type b 0901-0232 Day 536.000 05 n q Additional Warning Lights, Type c 0901-0240 Square Foot 348.000 05 n q, r Additional Traffic Control Signs 4901-0701 Each 1.000 05 n Req p Proj Temporary Traffic Signals (Permanent Only) 4901-0711 Each 3.000 05 n Req p Proj Temporary Traffic Control Signal Reset (Permanent Only) 4901-0725 Each 1.000 05 n Req p Proj Temporary Traffic Signals (Permanent Only) 4901-0726 Each 1.000 05 n Req p Proj Temporary Traffic Signals (Permanent Only) 4901-0727 Each 1.000 05 n Req p Proj Temporary Traffic Signals (Permanent Only) 4901-0728 Each 1.000 05 n Req p Proj Temporary Traffic Signals (Permanent Only) 4901-0729 Each 1.000 05 n Req p Proj Temporary Traffic Signals (Permanent Only) 4901-0750 Each 4.000 05 n Req p Proj Temporary Traffic Control Signal Reset (Permanent Only) 4901-0751 Each 4.000 05 n Req p Proj Temporary Traffic Control Signal Reset (Permanent Only) 4901-0752 Each 1.000 05 n Req p Proj Temporary Traffic Control Signal Reset (Permanent Only) 0910-2828 Each 8.000 06 n p8 250-Watt High Pressure Sodium Luminaire, Arm Mount 0910-4116 Linear Foot 2,826.000 06 n p8 Awg 8 Underground Cable, Copper, 1 Conductor 0931-0001 Square Foot 2,023.000 06 n r Post Mounted Signs, Type b 0935-0001 Square Foot 29.000 06 n r Post Mounted Signs, Type f 0936-0010 Square Foot 141.000 06 n r Structure Mounted Flat Sheet Aluminum Signs With Stiffeners 0936-0200 Square Foot 231.000 06 n r Structure Mounted Flat Sheet Aluminum Signs 0937-0106 Each 143.000 06 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0113 Each 143.000 06 n j, r Guide Rail Mounted Delineator Type d, (w/b) 0937-0198 Each 33.000 06 n j1, r Barrier Mounted Delineator, Top-Mount Type r, (w/b) 0937-0201 Each 33.000 06 n j1, r Barrier Mounted Delineator, Side-Mount Type r, (w/b) 0937-0311 Each 6.000 06 n r Flexible Delineator Post, Surface-Mount Type Sm-2, White Post With White/Red Sheeting 0942-0002 Each 2.000 06 n r Reset Post Mounted Signs, Type c 0951-0125 Each 3.000 06 n p Traffic Signal Support, 25` Mast Arm 0951-0130 Each 1.000 06 n p Traffic Signal Support, 30` Mast Arm 0951-0135 Each 3.000 06 n p Traffic Signal Support, 35` Mast Arm 0951-0145 Each 3.000 06 n p Traffic Signal Support, 45` Mast Arm 0951-0150 Each 1.000 06 n p Traffic Signal Support, 50` Mast Arm 0951-2120 Each 1.000 06 n p Traffic Signal Support, 20` Mast Arm With Luminaire Arm (30` Mounting Height) 0951-2125 Each 1.000 06 n p Traffic Signal Support, 25` Mast Arm With Luminaire Arm (30` Mounting Height) 0951-2130 Each 2.000 06 n p Traffic Signal Support, 30` Mast Arm With Luminaire Arm (30` Mounting Height) 0951-2135 Each 3.000 06 n p Traffic Signal Support, 35` Mast Arm With Luminaire Arm (30` Mounting Height) 0951-4014 Each 5.000 06 n p Traffic Signal Support, 14` Pedestal 4951-4021 Each 7.000 06 n Yes p Proj Pedestrian Stub Pole, Type a Modified 0951-4026 Each 3.000 06 n p Pedestrian Stub Pole, Type f 4952-1040 Each 3.000 06 n Req p Proj Nema Ts-2; Type 2 Controller Assembly, Type 1 Mounting 4952-2062 Each 4.000 06 n Yes p Proj Time Clock, Solid State Modified 0954-0011 Linear Foot 90.000 06 n p8 1 Inch Conduit 0954-0012 Linear Foot 3,023.000 06 n p8 2 Inch Conduit 0954-0013 Linear Foot 1,398.000 06 n p8 3 Inch Conduit 0954-0151 Linear Foot 2,082.000 06 n c1, p8 Trench And Backfill, Type i 0954-0153 Linear Foot 992.000 06 n c1, p8 Trench And Backfill, Type Iii 0954-0201 Linear Foot 3,378.000 06 n p8 Signal Cable, 14 Awg, 3 Conductor 0954-0202 Linear Foot 6,027.000 06 n p8 Signal Cable, 14 Awg, 5 Conductor 0954-0203 Linear Foot 1,940.000 06 n p8 Signal Cable, 14 Awg, 7 Conductor 0954-0301 Each 8.000 06 n p8 Junction Box, Jb-26 0954-0302 Each 10.000 06 n p8 Junction Box, Jb-27 0954-0403 Each 4.000 06 n p8 Electrical Service, Type c 0954-0600 Each 4.000 06 n p8 Uninterruptible Power Supply (Ups) 0955-3208 Each 26.000 06 n p Vehicular Signal Head, Three 12" Sections 0955-3210 Each 4.000 06 n p Vehicular Signal Head, Five 12" Sections 0955-3722 Each 22.000 06 n p Led Countdown Pedestrian Signal Head, Type a 0956-0001 Linear Foot 2,466.000 06 n p Detector Lead In Cable 0956-0101 Linear Foot 271.000 06 n p8 Loop Sensor 0956-0111 Each 6.000 06 n p Loop Amplifier, 1 Channel Shelf Mounted 0956-0500 Each 22.000 06 n p Pedestrian Push Button 0956-0700 Each 10.000 06 n p Video Detector 0956-0801 Each 4.000 06 n p Optical Preemption System 0960-0021 Linear Foot 704.000 06 n o2 24" White Hot Thermoplastic Pavement Markings 0960-0022 Linear Foot 781.000 06 n o2 24" Yellow Hot Thermoplastic Pavement Markings 0960-0101 Each 17.000 06 n o2 White Hot Thermoplastic Legend, "Only", 8` - 0" 0960-0222 Each 6.000 06 n o2 White Hot Thermoplastic Legend, "Right Arrow", 12` - 0" x 3` - 0" 0960-0224 Each 72.000 06 n o2 White Hot Thermoplastic Legend, "Left Arrow", 12` - 0" x 3` - 0" 0960-0300 Each 1.000 06 n o2 White Hot Thermoplastic Legend, "0", 8` - 0" 0960-0302 Each 1.000 06 n o2 White Hot Thermoplastic Legend, "2", 8` - 0" 0960-0303 Each 1.000 06 n o2 White Hot Thermoplastic Legend, "3", 8` - 0" 0960-0304 Each 2.000 06 n o2 White Hot Thermoplastic Legend, "4", 8` - 0" 0960-0309 Each 1.000 06 n o2 White Hot Thermoplastic Legend, "9", 8` - 0" 0960-0414 Each 2.000 06 n o2 White Hot Thermoplastic Legend, "n", 8` - 0" 0960-0415 Each 2.000 06 n o2 White Hot Thermoplastic Legend, "o", 8` - 0" 0962-1000 Linear Foot 113,669.000 06 n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 9,126.000 06 n o 6" White Waterborne Pavement Markings 0962-1004 Linear Foot 615.000 06 n o 24" White Waterborne Pavement Markings 0962-1005 Linear Foot 124,808.000 06 n o 4" Yellow Waterborne Pavement Markings 0962-1009 Linear Foot 419.000 06 n o 24" Yellow Waterborne Pavement Markings 0963-0004 Linear Foot 207,247.000 05 n o2, o3 4" Pavement Marking Removal 0963-0006 Linear Foot 4,581.000 05 n o2, o3 6" Pavement Marking Removal 0963-0010 Each 18.000 05 n o2, o3 Pavement Marking Removal (Legends And Symbols) 0964-0001 Linear Foot 654.000 06 n o 4" White Epoxy Pavement Markings 0964-0002 Linear Foot 665.000 06 n o 4" Yellow Epoxy Pavement Markings 0964-0005 Linear Foot 152.000 06 n o 6" White Epoxy Pavement Markings 0964-0021 Linear Foot 28.000 06 n o 24" White Epoxy Pavement Markings 0964-0101 Each 2.000 06 n o3 White Epoxy Legend, "Only", 8` - 0" 0964-0222 Each 1.000 06 n o3 White Epoxy Legend, "Right Arrow", 12` - 0" x 3` - 0" 0964-0224 Each 1.000 06 n o3 White Epoxy Legend, "Left Arrow", 12` - 0" x 3` - 0" 0971-0001 Each 7.000 01 n r Remove Post Mounted Signs, Type b 0972-0001 Each 4.000 01 n r Remove Post Mounted Signs, Type c 1001-0980 Square Yard 721.000 10 n g4, s9 Mechanical Texturing With Longitudinal Sawed Grooves 1002-0053 Pound 71,700.000 10 n s7 Reinforcement Bars, Epoxy Coated 1002-0100 Lump Sum 1.000 10 n s7 Stainless Steel Reinforcement Bars 1018-0001 Lump Sum 1.000 01 n t1 Proj Removal Of Existing Bridge 1018-0125 Lump Sum 1.000 10 n t1 Proj Removal Of Existing Bridge Superstructure 1046-0010 Square Yard 721.000 10 n k2 Epoxy Overlay 1046-0011 Square Yard 1,146.000 11 n k2 Epoxy Overlay 1999-9999 Hour 3,000.000 03 n z Std Trainees e 8030-0001 Lump Sum 1.000 11 n Yes s1 Std Bridge Structure, As Designed (s-37193) a 1002-0052 Pound 184,900.000 11 n s7 Reinforcement Bars, Epoxy Coated a 1002-0101 Lump Sum 1.000 11 n s7 Stainless Steel Reinforcement Bars o 8000-0001 Lump Sum 1.000 11 n s Std Prestressed Concrete Bridge Structure o 8100-0001 Lump Sum 1.000 11 n t Std Steel Bridge Structure 8110-0001 Lump Sum 1.000 10 n Yes s, t Std Bridge Superstructure, As Designed (s-37402) 8800-0001 Lump Sum 1.000 70 n Yes h Proj Sanitary Sewer Relocations And Modifications, Lehighton Borough 8800-0002 Lump Sum 1.000 50 n Yes h Proj Sanitary Sewer Relocations And Modifications, Mahoning Township 8800-0003 Lump Sum 1.000 60 n Yes h Proj Water Main Relocations And Modifications, Lehighton Borough 8800-0004 Lump Sum 1.000 40 n Yes p8 Proj Electric And Utility Pole Relocations And Modifications, Lehighton Borough 9000-0000 Linear Foot 264.000 01 n j Proj Reset Fence 9000-0001 Linear Foot 86.000 01 n j Proj Chain Link Fence - Ugi Facility 9000-0002 Cubic Yard 123.000 11 n c1 Proj Over Excavation And Backfilling With Penndot No. 2a Coarse Aggregate 9000-0003 Each 37.000 01 n m Proj Mailbox Relocation 9000-0005 Each 3.000 01 n h Proj Concrete Encasement Of Sanitary Sewer Line 9000-0006 Square Yard 28,051.000 06 n g Proj Crack And Seat Concrete Pavement 9000-0007 Each 5.000 01 n h1 Proj Temporary Pipe Cap 9000-0008 Each 4.000 01 n h1 Proj Temporary Inlet Cap 9000-0011 Lump Sum 1.000 06 n c1 Proj Mudsill 9000-0012 Lump Sum 1.000 01 n r Proj Aids To Navigation 9000-0013 Lump Sum 1.000 12 n h Proj Culvert Abandonment 9000-0015 Cubic Yard 4,027.000 06 n c1 Proj Overexcavation And Backfill Of Subgrade Areas 9000-0016 Dollar 10,000.000 $1.00 $10,000.00 01 y c1 Proj Management Of Fill (Clean And Regulated) 9000-0017 Each 5.000 01 n k Proj Rebuilt Type s Inlet 9000-0018 Each 1.000 01 n k Proj Rebuilt Type d-h Inlet 9000-0019 Dollar 10,000.000 $1.00 $10,000.00 05 y j3 Proj Repair Temporary Impact Attenuating Device Type v (Standard), Test Level 3 9000-0020 Dollar 30,000.000 $1.00 $30,000.00 05 y z Proj Off-Duty Uniformed Police Officer 9000-0021 Each 7.000 01 n h Proj Plug Drainage Opening 9000-0022 Pound 424.000 01 n m3 Proj Seeding And Soil Supplements - Steep Slope Mix 9000-0023 Each 2.000 01 n f3 Proj Rumble Pad 9000-0024 Linear Foot 2,197.000 01 n m2 Proj Compost Filter Sock, 12" Diameter As Diversion Sock 9000-0025 Linear Foot 71.000 01 n m2 Proj Compost Filter Sock, 32" Diameter As Diversion Sock 9000-0026 Lump Sum 1.000 01 n m2 Proj Temporary Cofferdam 9000-0027 Each 7.000 01 n m2 Proj Inlet Filter Bag For Type d-h Inlet 9000-0028 Each 1.000 01 n m2 Proj Skimmer 9000-0029 Linear Foot 6.000 01 n h Proj Temporary Pipe Extension 9000-0030 Pound 27.000 01 n m3 Proj Wetland Seed Mix 9000-0031 Pound 1,260.000 01 n m3 Proj Riparian Seed Mix 9000-0032 Square Foot 472.000 01 n m2 Proj Temporary Wetland Crossing Timber Mat 9000-0033 Lump Sum 1.000 01 n b1 Proj Hazardous Material Inspection And Testing For Abandoned Structures 9000-0034 Dollar 10,000.000 $1.00 $10,000.00 01 y b1 Proj Hazardous Material Removal And Handling For Abandoned Structures 9000-0035 Dollar 10,000.000 $1.00 $10,000.00 01 y f Proj Site Work (Parcel 65) 9000-0036 Dollar 10,000.000 $1.00 $10,000.00 01 y f Proj Site Work (Parcel 67) 9000-0037 Lump Sum 1.000 06 n m2 Proj Temporary Stream Diversion 9000-0038 Cubic Yard 5.000 01 n m2 Proj Natural Stream Bed Material 9000-0050 Each 1.000 06 n p Proj Signal Controller Timing Adjustment 9000-0051 Each 1.000 06 n p Proj Relocate Existing Controller Assembly 9000-0052 Each 6.000 06 n p, p8 Proj Junction Box, Jb 17"x30" 9000-0053 Each 1.000 06 n p Proj Traffic Signal Support, 40` Mast Arm With Luminaire Arm (20` Mounting Height) 9000-1000 Each 1.000 06 n p Proj Bridge Preemption Detector And Emitter 9203-0101 Lump Sum 1.000 10 n c1 Std Temporary Excavation Support And Protection System 9203-0102 Lump Sum 1.000 11 n c1 Std Temporary Excavation Support And Protection System

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.