US22 Interchanges Camb Co

This project is for the pavement preservation of approximately 1.7 miles of SR 0022 in Cambria County. Work includes milling and resurfacing, guide rail and drainage upgrades, concrete patching, cable median barrier, pavement markings, signing, slip lining of existing 48” pipe, rehabilitation of an existing bridge structure on SR 2014, change in vertical alignment of SR 0022 under SR 0053 to increase vertical clearance and other miscellaneous construction, as indicated on the approved drawings included in the bid package for State Route 0022, Section 029, In Cambria County, Cresson Township at the locations indicated on the plans in the bid package. 0203-0001 Cubic Yard 37,697.000 01** n c Class 1 Excavation 0204-0001 Cubic Yard 8.000 01 n c1, h Class 2 Excavation 0206-0010 Ton 1,549.000 01 n c1 Select Granular Material (2rc) 0212-0014 Square Yard 33,567.000 01** n c3, h, m2 Geotextile, Class 4, Type a 0213-0002 Dollar 1,000.000 $1.00 $1,000.00 01 y z Temporary Project Air Pollution Control 0220-0020 Cubic Yard 132.000 01 n k1 Flowable Backfill, Type c 0313-0422 Square Yard 96.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 4" Depth 0313-0430 Square Yard 1,013.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 8" Depth 0313-0436 Square Yard 18,727.000 01** n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 12 " Depth 0350-0104 Square Yard 14,051.000 04 n c, e Subbase 4" Depth (No. 2a) 0350-0106 Square Yard 1,416.000 01** n c, e Subbase 6" Depth (No. 2a) 0350-0108 Square Yard 18,696.000 01 n c, e Subbase 8" Depth (No. 2a) 0350-0120 Cubic Yard 203.000 04 n c, e Subbase (No. 2a) 0360-0001 Square Yard 14,051.000 04 n e Asphalt Treated Permeable Base Course, 4" Depth 0412-0111 Square Yard 2,956.000 01 n f Superpave Asphalt Mixture Design, Thin Asphalt Overlay Wearing Course, Pg 64e-22, 6.3mm Mix, 1" Depth, Srl-e 0412-0113 Square Yard 43,554.000 01** n f Superpave Asphalt Mixture Design, Thin Asphalt Overlay Wearing Course, Pg 64e-22, 6.3mm Mix, 1" Depth, Srl-g 0413-0258 Ton 1,013.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0413-0398 Square Yard 403.000 04 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64e-22, 3 To < 10 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0413-0437 Ton 2,231.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64e-22, 10 To < 30 Million Esals, 9.5 Mm Mix, Srl-e 0413-2089 Ton 230.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-l 0413-6057 Ton 97.000 04 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 3 To < 10 Million Esals, 19.0 Mm Mix 0413-6067 Ton 4,980.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 10 To < 30 Million Esals, 19.0 Mm Mix 0413-9999 Dollar 168,000.000 $1.00 $168,000.00 01 y x Percent Within Limits (Pwl) Lot Incentive/Disincentive 0450-1425 Ton 15.000 01 n f1 Superpave Asphalt Mixture Design, Wearing Course, Manual Patching, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0460-0003 Square Yard 86,672.000 01** n f4 Asphalt Tack Coat (Ntt/Cntt) 0461-0001 Square Yard 3,999.000 01 n f4 Asphalt Prime Coat 0491-0011 Square Yard 1,182.000 01 n f3 Milling Of Asphalt Pavement Surface, 1" Depth, Milled Material Retained By Contractor 0491-0017 Square Yard 263.000 01 n f3 Milling Of Asphalt Pavement Surface, 4" Depth, Milled Material Retained By Contractor 0501-0020 Square Yard 909.000 04 n g, g1, k Plain Cement Concrete Pavement, 4" Depth 0501-0032 Square Yard 12,144.000 04 n g Plain Cement Concrete Pavement, 10" Depth 0504-0001 Linear Foot 168.000 04 n g1, g4 Pavement Relief Joint 0505-0001 Square Yard 467.000 04 n g, g1 Bridge Approach Slab 0512-0001 Linear Foot 30,750.000 01 n g1, g4 Longitudinal Joint Cleaning And Sealing 0515-0001 Linear Foot 22,885.000 01** n g1, g4 Sawing And Sealing Of Asphalt Overlays 0516-2007 Linear Foot 1,377.000 01 n g1, g4 Patching Joint 0516-2008 Linear Foot 572.000 01 n g1, g4 New Pavement Joint 0516-2021 Cubic Yard 53.000 01 n c1, e, g1 Subbase Material For Concrete Pavement Patching 0516-3010 Square Yard 567.000 01 n g1 Concrete Pavement Patching, Skewed Joints, Type a, 10" Depth 0516-3110 Square Yard 259.000 01 n g1 Concrete Pavement Patching, Skewed Joints, Type b, 10" Depth 0516-3210 Square Yard 1,081.000 01 n g1 Concrete Pavement Patching, Skewed Joints, Type c, 10" Depth 0521-0001 Linear Foot 15,480.000 01 n g4 Transverse Joint Cleaning And Sealing 0591-0001 Square Yard 5,587.000 01 n f3 Milling Of Cement Concrete Pavement Surface e 0601-5189 Linear Foot 93.000 01 n h 36" Corrugated Aluminum Alloy Pipe, Type i, (3" x 1" Corrugations), 10 Gage, Shore/Trench Box o 0601-0419 Linear Foot 93.000 01 n h 36" Thermoplastic Pipe, Group i, 15`-1.5` Fill, Shore/Trench Box 0601-7014 Linear Foot 39.000 01 n h 18" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life e 0601-7014 Linear Foot 57.000 01 n h 18" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life o 0601-0550 Linear Foot 57.000 01 n h 18" Thermoplastic Pipe, Group Vii, 12`-2` Fill, 100 Year Design Life e 0601-7737 Linear Foot 350.000 01 n h 36" Reinforced Concrete Pipe, Type b, 15` - 3` Fill, Shore/Trench Box o 0601-5189 Linear Foot 350.000 01 n h 36" Corrugated Aluminum Alloy Pipe, Type i, (3" x 1" Corrugations), 10 Gage, Shore/Trench Box o 0601-0419 Linear Foot 350.000 01 n h 36" Thermoplastic Pipe, Group i, 15`-1.5` Fill, Shore/Trench Box 0605-2730 Set 4.000 01 n k Type m Concrete Top Unit And Grate 0605-2740 Set 4.000 01 n k Type s Concrete Top Unit And Grate 0605-2850 Each 6.000 01 n k Standard Inlet Box, Height < /= 10` 0605-2854 Each 2.000 01 n k Type 4 Inlet Box, Height < /= 10` 0606-0050 Set 2.000 04 n c1, k Grade Adjustment Of Existing Inlets 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0003 Lump Sum 1.000 02 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 02 n x Std Equipment Package 4610-7002 Linear Foot 6,631.000 01** n Yes h2 Std 6" Pavement Base Drain Excluding Geotextile 0612-0001 Linear Foot 176.000 04 n c1, h Subgrade Drains 0615-0022 Linear Foot 271.000 01** n h2 6" Subsurface Drain Outlets 0615-0040 Each 5.000 01** n h2 Subsurface Drain Outlet Endwall 0615-0050 Each 1.000 01 n h2 Subsurface Drain Outlet Endwall (Sloped) 0615-0066 Each 6.000 01** n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0616-1202 Each 1.000 01 n h Concrete End Sections For 18" Pipe 0619-0459 Each 6.000 01** n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0010 Each 4.000 01** n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0011 Each 3.000 01** n j Typical And Alternate Concrete Bridge Barrier Transition With Inlet Placement 0620-0402 Each 2.000 01 n j Terminal Section, Bridge Connection 0620-0503 Linear Foot 7,606.000 01** n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0900 Each 7.000 01** n c1, j Remove Concrete Anchorage 0620-1025 Linear Foot 2,813.000 01 n j Type 2-w Guide Rail 0620-1050 Linear Foot 75.000 01 n j Type 2-Wc Guide Rail 0620-1400 Linear Foot 75.000 01 n j Type 2-Wcc Guide Rail 0620-1600 Linear Foot 3,825.000 01** n j Type 31-s Guide Rail 0620-1625 Linear Foot 88.000 01** n j Type 31-Sc Guide Rail 0620-1660 Each 1.000 01 n j Type 31-Strong Post Anchor Terminal 0623-0001 Linear Foot 195.000 01 n j1 Concrete Median Barrier 0623-0052 Linear Foot 175.000 01 n j1 Single Face Concrete Barrier 0623-0109 Each 1.000 01 n j1 End Transition, Concrete Median Barrier 0623-0122 Each 1.000 01 n j1 End Transition, Single Face Concrete Barrier 0623-0275 Linear Foot 13.000 01 n j1 Removal Of Existing Concrete Median Barrier 0627-3020 Linear Foot 9,560.000 01 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0627-3050 Linear Foot 1,775.000 01 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=5` 0628-3050 Linear Foot 1,775.000 01 n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=5` 0633-0225 Linear Foot 2,214.000 04 n k Plain Concrete Mountable Curb, Type b 0660-0005 Linear Foot 31,162.000 01** n f3 Milled Asphalt Pavement Shoulder/Gore Rumble Strips For Interstates, Expressways And Freeways 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 0696-0610 Each 4.000 01 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0697-0610 Each 4.000 01 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0703-0020 Cubic Yard 125.000 01** n c1, h No. 1 Coarse Aggregate 0703-0025 Cubic Yard 5.000 01 n c1, h No. 57 Coarse Aggregate 0803-0001 Cubic Yard 737.000 01 n c1, m Placing Stockpiled Topsoil 0804-0020 Pound 645.000 01** n m3 Seeding And Soil Supplements - Formula l 0805-0022 Ton 9.000 01** n m3 Mulching - Straw 0811-0003 Linear Foot 120.000 01 n j2, m Temporary Protective Fence 0845-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y m2 Unforeseen Water Pollution Control 0850-0032 Cubic Yard 105.000 01 n c1 Rock, Class r-4 0860-0000 Each 12.000 01 n m2 Inlet Filter Bag For Type m Inlet 0860-0001 Each 5.000 01 n m2 Inlet Filter Bag For Type s Inlet 0860-0002 Each 2.000 04 n m2 Inlet Filter Bag For Type c Inlet 0867-0012 Linear Foot 2,875.000 01** n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 01 n q Maintenance And Protection Of Traffic During Construction 0901-0102 Each 2.000 01 n q Shadow Vehicle 0901-0203 Each 5.000 01 n q Arrow Panel 0901-0240 Square Foot 500.000 01 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 34,250.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 31,056.000 01 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0461 Each 5.000 01 n q Full-Matrix Changeable Message Sign Without Telecommunications 0910-0002 Each 1.000 01 n c1, p8 Junction Boxes j.b.-2 0910-0154 Each 2.000 01 n p8 Pole Foundation, Type Fc 0910-4116 Linear Foot 1,071.000 01 n p8 Awg 8 Underground Cable, Copper, 1 Conductor 0910-5055 Linear Foot 433.000 01 n c1, p8 2" Direct Burial Conduit 0910-5400 Linear Foot 33.000 01 n c1, p8 Conduit Sleeve 0910-5500 Each 2.000 01 n c1, p8 Buried Cable And Conduit Marker 0910-6000 Linear Foot 433.000 01 n c1, p8 Trench 0910-7210 Lump Sum 1.000 01 n p8 Testing Of Entire Lighting System 0931-0001 Square Foot 388.000 01** n r Post Mounted Signs, Type b 0932-0001 Square Foot 214.000 01** n r Post Mounted Signs, Type c 0935-0001 Square Foot 381.000 01** n r Post Mounted Signs, Type f 0937-0104 Each 7.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/b) 0937-0106 Each 52.000 01** n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0130 Each 12.000 01 n j, r Guide Rail Mounted Delineator Type Cw, (y/b) 0937-0132 Each 28.000 01 n j, r Guide Rail Mounted Delineator Type Cw, (w/b) 0937-0211 Each 3.000 01 n j1, r Barrier Mounted Delineator, Top-Mount Type s, (w/b) 0937-0212 Each 3.000 01 n j1, r Barrier Mounted Delineator, Top-Mount Type s, (y/y) 0937-0314 Each 37.000 01 n r Flexible Delineator Post, Surface-Mount Type Sm-2, Yellow Post With Yellow/Yellow Sheeting 0937-0330 Each 20.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Blank Sheeting 0937-0333 Each 18.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Blank Sheeting 0962-1000 Linear Foot 41,870.000 01 n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 8,968.000 01 n o 6" White Waterborne Pavement Markings 0962-1002 Linear Foot 5,600.000 01 n o 8" White Waterborne Pavement Markings 0962-1005 Linear Foot 48,900.000 01 n o 4" Yellow Waterborne Pavement Markings 0962-1065 Each 18.000 01 n o3 White Waterborne Pavement Legend, "Wrong Way Arrow", 23`-0" 0963-0004 Linear Foot 61,229.000 01 n o2, o3 4" Pavement Marking Removal 0963-0006 Linear Foot 2,790.000 01 n o2, o3 6" Pavement Marking Removal 0966-0014 Each 69.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/r) 0966-0015 Each 78.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/r) 0966-0018 Each 93.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/b) 1001-0980 Square Yard 1,965.000 03 n g4, s9 Mechanical Texturing With Longitudinal Sawed Grooves 1001-1000 Cubic Yard 50.000 03 n s9 Class Aaap Cement Concrete 1001-1080 Cubic Yard 5.000 03 n s2 Class Aa Cement Concrete 1002-0053 Pound 9,575.000 03 n s7 Reinforcement Bars, Epoxy Coated 1018-0050 Lump Sum 1.000 03 n t1 Std Removal Of Portion Of Existing Bridge 5026-0017 Linear Foot 270.000 03 n Yes t6 Std Neoprene Strip Seal Dam, (4" Movement) With Bent Plates & Survey 1039-0010 Square Yard 1,965.000 03 n s9 Concrete Bridge Deck Surface Preparation, Hydrodemolition 5042-0001 Square Yard 1,965.000 03 n Yes s3 Proj Latex Modified Concrete Wearing Surface, 1 1/4" Depth For Hydrodemolition 5042-0100 Cubic Yard 55.000 03 n Req s3 Proj Latex Modified Concrete Wearing Surface, Variable Depth For Hydrodemolition 1999-9999 Hour 1,000.000 01 n z Std Trainees 9000-0002 Linear Foot 7,045.000 01 n j Proj Remove Existing Cable Barrier System (Department Property) 9000-0005 Each 5.000 01 n x Std Utility Test Hole 9000-0060 Linear Foot 229.000 01 n h Std Slip Lining Of Existing 48" Pipe 9000-0061 Cubic Yard 46.000 01 n h Std Annular Space Grouting 9000-0062 Dollar 1,000.000 $1.00 $1,000.00 01 y h1 Std Cleaning Existing Pipe Culverts 9000-0086 Linear Foot 215.000 03 n s2, t6 Proj Precompressed, Silicone-And-Foam Hybrid Joint Sealing Material, 2" Width 9000-0105 Linear Foot 125.000 03 n s2, s9, t6 Std Silicone Joint Sealing Material 9000-0106 Linear Foot 180.000 03 n s2 Std Silicone Sealant For Bridge Joint Expansion Dam 9000-0135 Square Yard 1,965.000 03 n s2 Std Scarification 1" Depth 9000-0250 Dollar 5,000.000 $1.00 $5,000.00 01 y x Std Restore Underground Electrical And Fiber Optic Facilities 9469-0001 Pound 70,250.000 01 n f2, g3 Proj Liquid Asphalt Patching Material, Hot Pour Mastic 9629-0001 Linear Foot 6,951.000 01 n j Proj High Tensioned Cable Barrier System 9629-0002 Each 4.000 01 n j Proj End Anchor Terminal, High Tensioned Cable Barrier System 9910-0346 Each 2.000 01 n p Proj Reset Steel Lighting Pole With 10-Foot Bracket Arm (40-Foot Mounting Height) Type s

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.