E Church Rd Over Septa: Design-Build Activities Limited To: Ada Curb Ramps

The description and location of the project is as follows: The replacement of the East Church Road bridge over SEPTA and other miscellaneous construction, all as indicated on the approved drawings for State Route 7220, Section Mcr, from approximately Yerkes Road to approximately Drew Court in Upper Merion Township, Montgomery County, Pennsylvania. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 639.000 01 n c Class 1 Excavation 0203-0004 Cubic Yard 35.000 01 n c1 Class 1b Excavation 0204-0001 Cubic Yard 10.000 01 n c1, h Class 2 Excavation 4204-0101 Cubic Yard 28.000 03 n Yes c1, s1, t Proj Class 3 Excavation , Over Excavation 0204-0150 Cubic Yard 274.000 01 n c1, h, s Class 4 Excavation 0212-0001 Linear Foot 555.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 1,865.000 01** n c3, h, m2 Geotextile, Class 4, Type a 0313-0524 Square Yard 1,556.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 3 To < 10 Million Esals, 25.0 Mm Mix, 5" Depth 0350-0106 Square Yard 1,556.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0121 Ton 65.000 01 n c, e Subbase (No. 2a) 0413-0298 Square Yard 3,211.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 3 To < 10 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0413-2086 Ton 250.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-h 0413-6055 Square Yard 1,556.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 3 To < 10 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0460-0002 Gallon 337.000 01 n f4 Asphalt Tack Coat 0491-0012 Square Yard 1,655.000 01 n f3 Milling Of Asphalt Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor 0505-0001 Square Yard 156.000 01 n g, g1 Bridge Approach Slab e 0601-7313 Linear Foot 189.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill o 0601-9033 Linear Foot 189.000 01 n h 18" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage o 0601-0313 Linear Foot 189.000 01 n h 18" Thermoplastic Pipe, Group i, 15`-1.5` Fill e 0601-9393 Linear Foot 40.000 01 n h 18" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage o 0601-7313 Linear Foot 40.000 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill o 0601-0313 Linear Foot 40.000 n h 18" Thermoplastic Pipe, Group i, 15`-1.5` Fill 0605-2620 Each 2.000 01 n k Type d-w Endwall 0605-2711 Set 5.000 01 n k Type c Concrete Top Unit And Bicycle Safe Grate 0605-2850 Each 5.000 01 n k Standard Inlet Box, Height < /= 10` 0606-0150 Set 1.000 01 n c1, k Grade Adjustment Of Existing Manholes 0608-0001 Lump Sum 1.000 07 n x Mobilization 0609-0003 Lump Sum 1.000 05 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 05 n x Std Equipment Package 0610-7002 Linear Foot 649.000 01 n h2 6" Pavement Base Drain 0619-0458 Each 4.000 01 n j3 Permanent Impact Attenuating Device, Type Ii, Test Level 2, Tangent (Mash) 0620-0010 Each 2.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0015 Each 2.000 01 n j Thrie-Beam To Vertical Wall Bridge Barrier Transition 0620-1625 Linear Foot 560.000 01 n j Type 31-Sc Guide Rail 0620-1635 Linear Foot 207.000 01 n j Type 31-Scc Guide Rail 0630-0001 Linear Foot 1,178.000 01 n k Plain Cement Concrete Curb 0675-0001 Cubic Yard 28.000 02 n c1 Random Stone Slope Wall 0676-0001 Square Yard 272.000 01 n k Cement Concrete Sidewalk 0686-0050 Lump Sum 1.000 01 n x Construction Surveying, Type d 0688-0020 Lump Sum 1.000 01 n x Microcomputer, Type c 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 e 0695-0004 Square Foot 50.000 01 n k Detectable Warning Surface, Polymer Composite o 0695-0003 Square Foot 50.000 n k Detectable Warning Surface, Polymer Concrete o 0695-0002 Square Foot 50.000 01 n k Detectable Warning Surface, Cast Iron 0703-0020 Cubic Yard 50.000 01 n c1, h No. 1 Coarse Aggregate 0803-0001 Cubic Yard 406.000 01 n c1, m Placing Stockpiled Topsoil 0804-0001 Pound 32.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0006 Pound 144.000 01 n m3 Seeding And Soil Supplements - Formula l, Including Mulch 0804-0014 Pound 21.000 01 n m3 Seeding - Formula e 0805-0022 Ton 3.000 01 n m3 Mulching - Straw 0806-0103 Square Yard 1,955.000 01 n m2 Temporary Ultra Short-Term, Rolled Erosion Control Product, Type 1d 0806-0140 Square Yard 2,940.000 01 n m2 Permanent Rolled Erosion Control Product, Type 5a 0810-0025 Each 3.000 01 n m1 Selective Tree Trimming 0845-0001 Dollar 10,000.000 $1.00 $10,000.00 01 y m2 Unforeseen Water Pollution Control 0849-0010 Each 4.000 01 n c1 Rock Construction Entrance 0850-0035 Cubic Yard 100.000 03 n c1 Rock, Class r-7 0851-0003 Square Yard 20.000 01 n c1 Rock Apron 4851-0003 Square Yard 75.000 01 n Yes c1 Proj Rock Apron , Choked 0855-0003 Each 2.000 01 n m2 Pumped Water Filter Bag 0860-0002 Each 2.000 01 n m2 Inlet Filter Bag For Type c Inlet 0867-0012 Linear Foot 1,235.000 01 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 08 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0240 Square Foot 250.000 01 n q, r Additional Traffic Control Signs 0901-0450 Each 2.000 01 n q 3-Line Changeable Message Sign With Telecommunications 4931-0001 Square Foot 22.000 01 n Yes r Proj Post Mounted Signs, Type b , Square Post 0937-0113 Each 15.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/b) 0937-0203 Each 8.000 01 n j1, r Barrier Mounted Delineator, Side-Mount Type o, (w/b) 0941-0001 Each 2.000 01 n r Reset Post Mounted Signs, Type b 0962-1000 Linear Foot 90.000 01 n o 4" White Waterborne Pavement Markings 0962-1004 Linear Foot 15.000 01 n o 24" White Waterborne Pavement Markings 0962-1005 Linear Foot 260.000 01 n o 4" Yellow Waterborne Pavement Markings 0963-0001 Square Foot 75.000 01 n o2, o3 Pavement Marking Removal 0963-0004 Linear Foot 450.000 01 n o2, o3 4" Pavement Marking Removal 0964-0001 Linear Foot 1,300.000 01 n o 4" White Epoxy Pavement Markings 0964-0002 Linear Foot 2,010.000 01 n o 4" Yellow Epoxy Pavement Markings 0964-0005 Linear Foot 300.000 01 n o 6" White Epoxy Pavement Markings 0964-0021 Linear Foot 52.000 01 n o 24" White Epoxy Pavement Markings 1001-1140 Cubic Yard 188.000 03 n k Class c Cement Concrete 5005-1430 Dollar 35,370.000 $1.00 $35,370.00 02 y Yes c6 Proj Predrilling For Unforeseen Obstructions, Obstruction Drilling , Transportation Authority 1005-1440 Dollar 12,000.000 $1.00 $12,000.00 02 y u Pile Extraction And Redriving 5005-1450 Dollar 3,000.000 $1.00 $3,000.00 02 y Yes x Proj Mobilization For Predrilling Of Unforeseen Obstructions , Transportation Authority 5018-0001 Lump Sum 1.000 01 n Yes t1 Proj Removal Of Existing Bridge , Septa 5018-0060 Lump Sum 1.000 03 n Yes c1, t1 Proj Removal Of Existing Culvert , Frog Run 1019-0050 Square Yard 353.000 02 n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) 1091-0335 Dollar 2,500.000 $1.00 $2,500.00 02 y k1 Epoxy Injection Crack Seal 1999-9999 Hour 1,000.000 06 n z Std Trainees e 8010-0001 Lump Sum 1.000 02 n Yes s1 Std Bridge Structure, As Designed, Bpaa-462653 a 1002-0001 Pound 15,524.000 02 n s7 Reinforcement Bars a 1002-0053 Pound 42,414.000 02 n s7 Reinforcement Bars, Epoxy Coated a 1005-1810 Linear Foot 3,216.000 02 n u Steel Hp10x57 Production Pile a 1005-2010 Each 103.000 02 n u Steel Hp10x57 Pile Tip Reinforcement (Heavy Duty) o 8000-0001 Lump Sum 1.000 02 n s1 Std Prestressed Concrete Bridge Structure a 1005-1810 Linear Foot 3,216.000 02 n u Steel Hp10x57 Production Pile a 1005-2010 Each 103.000 02 n u Steel Hp10x57 Pile Tip Reinforcement (Heavy Duty) o 8100-0001 Lump Sum 1.000 02 n s1 Std Steel Bridge Structure a 1005-1810 Linear Foot 3,216.000 02 n u Steel Hp10x57 Production Pile a 1005-2010 Each 103.000 02 n u Steel Hp10x57 Pile Tip Reinforcement (Heavy Duty) e 8550-0001 Lump Sum 1.000 03 n Yes s4 Std Precast Reinforced Concrete Arch, As Designed, Bpaa-462838 a 1002-0001 Pound 18,164.000 03 n s7 Reinforcement Bars a 1002-0053 Pound 1,102.000 03 n s7 Reinforcement Bars, Epoxy Coated o 8550-0002 Lump Sum 1.000 03 n s4 Std Alternate Reinforced Concrete Culvert 9000-0001 Lump Sum 1.000 $233,000.00 $233,000.00 04 y t3, u Proj Temporary Support System For Water Utility 9000-0050 Each 5.000 01 n c1 Proj Utility Test Holes 9000-0060 Linear Foot 313.000 01 n c Proj Sawcut Roadway 9000-0104 Lump Sum 1.000 02 n c Std Temporary Excavation Support And Protection System, Bpaa-462653 9000-0400 Linear Foot 18.000 01 n h Proj 36" Thermoplastic Pipe, Group Iv, 7`-2.5` Fill 9000-0450 Lump Sum 1.000 01 n m2 Proj Temporary Cofferdam With Bypass Pump 9000-0500 Dollar 12,500.000 $1.00 $12,500.00 01 y c1, h, k1 Proj Fill Of Small To Moderate Sinkholes (<10` Diameter & Depth ) With No Shallow Bedrock 9000-0510 Dollar 20,000.000 $1.00 $20,000.00 01 y c1, h, k1 Proj Fill Of Small To Moderate Sinkholes (<10` Diameter & Depth ) With Shallow Bedrock 9000-0521 Linear Foot 485.000 08 n m Proj Construction Fence 9000-0900 Each 38.000 03 n c6, k2, x Proj Grout Hole Setup 9000-0910 Linear Foot 1,520.000 03 n c6 Proj Injection Hole Drilling 9000-0920 Linear Foot 280.000 03 n c6 Proj Verification Drilling - Split Barrel Sampling With Spt 9000-0930 Linear Foot 21.000 03 n c6 Proj Verification Drilling - Recoverable Core 9000-0940 Lump Sum 1.000 03 n c Std Temporary Excavation Support And Protection System, Bpaa-462838 9000-0950 Cubic Foot 10,260.000 03 n c6 Proj Soil Cement Grout 9000-1010 Lump Sum 1.000 $104,100.00 $104,100.00 72 y Zz Proj Installation Of Peco Energy Gas Facilities 9000-1011 Lump Sum 1.000 $146,350.00 $146,350.00 62 y Zz Proj Installation Of Aqua Water Facilities 9000-1050 Square Yard 101.000 02 n k2 Proj Anti-Graffiti Coating 9000-2000 Dollar 16,500.000 $1.00 $16,500.00 02 y v2 Proj Lead Testing Of Existing Bridge Superstructure 9694-6002 Each 4.000 09 n x Std Design Of Concrete Curb Ramps, District 6

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 03 -	Concrete, Concrete Reinforcing, Precast Structural Concrete.
Division 05 -	Metals, Structural Steel Framing, Structural Steel for Bridges, Steel Joist Framing, Steel Joist Girder Framing.
Division 07 -	Thermal and Moisture Protection, Expansion Control.
Division 09 -	Finishes, High-Performance Coatings.
Division 10 -	Specialties, Signage, Traffic Signage.
Division 26 -	Electrical, Exterior Lighting, Lighting Poles and Standards, Roadway Lighting.
Division 31 -	Earthwork, Embankments, Erosion and Sedimentation Controls, Slope Protection, Gabions, Riprap, Special Foundations and Load-Bearing Elements, Driven Piles.
Division 32 -	Exterior Improvements, Bases, Ballasts, and Paving, Flexible Paving, Rigid Paving, Fences and Gates, Retaining Walls.
Division 34 -	Transportation, Bridges.