Ravine Street DSI Removal - Design Activities Are Limited To: Concrete Curb Ramps, Utility Coordinat

The description and location of the project is as follows: This is a partial Design Build roadway project. Design activities are limited to: Concrete curb ramps, utility coordination For the construction of a storm sewer system and separation of the combined sewer system bituminous pavement, including drainage, signing and pavement marking, and other miscellaneous construction, all within a length of 541 linear feet (0.102 miles), as indicated on the approved drawings for State Route 1001 Section a60 (Main Street), In Allegheny County, Sharpsburg Borough, Commonwealth of Pennsylvania. This project being situated as follows: From the intersection of Fifth Street at Segment 0060 Offset 0547 (Station 97+50) to a point approximately 100 feet past the Eighth Street intersection at Segment 0060 Offset 1247 (Station 104+50) in Sharpsburg Borough. Additional paving and drainage work to be completed on local roads from approximately 300 feet south of SR 28 in to the ALCOSAN outfall into the Allegheny River approximately 1000 feet south of SR 0028 in Sharpsburg Borough. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 209.000 01 n c Class 1 Excavation 0203-0004 Cubic Yard 363.000 01 n c1 Class 1b Excavation 0204-0001 Cubic Yard 25.000 01 n c1, h Class 2 Excavation 0208-0001 Hour 5.000 01 n c Special Rolling 0208-0002 Cubic Yard 494.000 01 n c1 Excavation/Backfill/Compaction 0208-0003 Square Yard 494.000 01 n c3, h, m2 Geotextile Class 4 0212-0001 Linear Foot 595.000 01 n c3, h, m2 Geotextile, Class 1 0213-0002 Dollar 1,000.000 $1.00 $1,000.00 01 y z Temporary Project Air Pollution Control 0220-0020 Cubic Yard 40.000 01 n k1 Flowable Backfill, Type c 0313-0337 Ton 644.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix 0350-0106 Square Yard 1,923.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0121 Ton 314.000 01 n c, e Subbase (No. 2a) 0413-0245 Square Yard 5,736.000 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 0413-2074 Ton 495.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0413-6047 Ton 451.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 0460-0004 Gallon 672.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 0491-0015 Square Yard 5,736.000 01 n f3 Milling Of Asphalt Pavement Surface, 3" Depth, Milled Material Retained By Contractor 0501-0082 Square Yard 1,241.000 01 n g Accelerated Plain Cement Concrete Pavement, 10" Depth 0601-5431 Cubic Yard 1.000 01 n h, k1 Class c Cement Concrete For Miscellaneous Drainage 0601-5901 Linear Foot 392.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 0601-5902 Linear Foot 780.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Over 36" 4601-7536 Linear Foot 28.000 01 n Yes h Proj 36" Reinforced Concrete Pipe, Type a, 7` - 3` Fill, Shore/Trench Box, 100 Year Design Life Modified 4601-7546 Linear Foot 213.000 01 n Yes h Proj 48" Reinforced Concrete Pipe, Type a, 15` - 1.5` Fill, Shore/Trench Box, 100 Year Design Life Modified 4601-7556 Linear Foot 356.000 01 n Yes h Proj 60" Reinforced Concrete Pipe, Type a, 15` - 1.5` Fill, Shore/Trench Box, 100 Year Design Life Modified 0605-1300 Each 18.000 01 n c1, h1 Cleaning Drainage Structures 0605-2774 Set 12.000 01 n k Type c Frame And Ada Compliant Grate 0605-2850 Each 11.000 01 n k Standard Inlet Box, Height < /= 10` 0605-2851 Each 1.000 01 n k Standard Inlet Box, Height > 10` And < /= 20` 0605-3053 Each 1.000 01 n k Type 8 Manhole, Storm Water, Height >20` And < /= 30` 4605-3111 Each 1.000 01 n Yes k Proj Type 4 Manhole, Sanitary Sewer, Height >5` And < /= 10` Modified 4605-3112 Each 11.000 01 n Yes k Proj Type 4 Manhole, Sanitary Sewer, Height >10` And < /= 20` Modified 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0002 Lump Sum 1.000 94 n x Inspector`s Field Office And Inspection Facilities, Type a 0609-0009 Lump Sum 1.000 94 n x Std Equipment Package 0610-7002 Linear Foot 595.000 01 n h2 6" Pavement Base Drain 0613-0001 Cubic Yard 10.000 01 n c1, h Stone Backfill For Miscellaneous Drainage 0686-0020 Lump Sum 1.000 01 n x Construction Surveying, Type b 0689-0005 Lump Sum 1.000 01 n x Cpm Schedule, With Updates 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y x Internal Facilitation 0804-0004 Pound 10.000 01 n m3 Seeding - Formula e, Including Mulch 0845-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y m2 Unforeseen Water Pollution Control 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 4857-0001 Square Yard 20.000 01 n Yes k1, s5 Proj Concrete Block Revetment Systems Modified 0860-0000 Each 19.000 01 n m2 Inlet Filter Bag For Type m Inlet 0867-0012 Linear Foot 128.000 01 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 01 n q Maintenance And Protection Of Traffic During Construction 0901-0231 Day 435.000 01 n q Additional Warning Lights, Type b 0901-0232 Day 522.000 01 n q Additional Warning Lights, Type c 0901-0240 Square Foot 250.000 01 n q, r Additional Traffic Control Signs 0960-0001 Linear Foot 336.000 01 n o2 4" White Hot Thermoplastic Pavement Markings 0960-0002 Linear Foot 584.000 01 n o2 4" Yellow Hot Thermoplastic Pavement Markings 0960-0005 Linear Foot 410.000 01 n o2 6" White Hot Thermoplastic Pavement Markings 0960-0021 Linear Foot 324.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 4960-0119 Each 2.000 01 n Yes o2 Proj White Hot Thermoplastic Legend, "Handicap Symbol", 3` - 3" x 2-11" On Blue Background 0960-2000 Linear Foot 20.000 01 n o2 4" Blue Hot Thermoplastic Pavement Markings 8911-0001 Lump Sum 1.000 01 n x Std Utility Relocation Information For Design/Build Projects 9000-0001 Linear Foot 590.000 01 n j2 Proj Construction Fence 9000-0002 Dollar 100,000.000 $1.00 $100,000.00 01 y f1 Proj Repair Of Detour Routes 9000-0003 Each 6.000 01 n x Std Pre And Post Construction Survey 9000-0004 Lump Sum 1.000 01 n h Proj 48 Inch Steel Jack/Bore Pipe 9000-0005 Linear Foot 124.000 01 n h Proj 12" Pvc, Sdr-26 Pipe With Fittings 9000-0008 Lump Sum 1.000 01 n h Std Concrete Pipe Collar 9000-0010 Each 2.000 01 n h Proj 36" - 45" Rcp Bend Fitting 9000-0011 Each 2.000 01 n h Proj 36" To 12" - 45" Rcp Wye, Fitting 9000-0012 Each 4.000 01 n h Proj 48" - 45" Rcp Bend, Fitting 9000-0020 Lump Sum 1.000 01 n h Proj Concrete Collar At Existing Brick Manhole (Sh-247) 9000-0021 Lump Sum 1.000 01 n h Proj Connect 48" To Existing 54" w x 74" h Stone/Brick Sewer 9000-0025 Each 1.000 01 n h Proj Connect 15" Sanitary Through Concrete Bulkhead On Ex 54" w x 74" h Stone/Brick Sewer 9000-0040 Lump Sum 1.000 01 n m2 Proj Bypass Pumping 9000-0041 Cubic Yard 100.000 01 n c1 Proj Test Pit For Underground Facilities 9000-0045 Linear Foot 592.000 01 n p1 Proj Cctv Inspect New Or Cleaned Pipe Segments 9000-0051 Each 6.000 01 n h Proj Connection To Mainline Sewer/ Storm Sewer 9000-0100 Each 3.000 01 n h Proj Special 48" Tee - Type Manhole 9000-0101 Each 1.000 01 n h Proj Special 48" To 60" Rcp Increaser Fitting 9000-0102 Each 69.000 01 n h Proj 4" To 10" Typical Private Sewer Lateral Service Connection 9000-0103 Each 1.000 01 n h Proj 12" To 18" Typical Private Sewer Lateral Service Connection 9000-0104 Each 70.000 01 n h Proj Replace Existing Sanitary Sewer Vent 9000-0105 Each 70.000 01 n h Proj Replace Existing Cleanout 9000-0131 Linear Foot 489.000 01 n h Proj 10" Pvc, Sdr-26 Pipe 9000-0132 Linear Foot 138.000 01 n h Proj 12" Pvc, Sdr-26 Pipe 9000-0133 Linear Foot 644.000 01 n h Proj 15" Pvc, Sdr-26 Pipe 9000-0134 Linear Foot 24.000 01 n h Proj 18" Pvc, Sdr-26 Pipe 9000-0141 Each 66.000 01 n k Proj Cement Concrete Plug For Brick Sewer/Manhole 9000-0144 Hour 40.000 01 n h Proj Dye Testing Of Existing Sewer (Includes Cctv And/Or Push Camera) 9000-0145 Linear Foot 1,295.000 01 n h Proj Cctv Inspect Existing Or New Mainline Pipe Segment 9000-0146 Lump Sum 1.000 01 n m2 Proj Bypass Pumping 9000-0150 Each 1.000 01 n k Proj Special Type a Doghouse Manhole And Drop Connection - Smh m-1 9000-0200 Linear Foot 55.000 01 n c1, h, m2 Proj Temporary Cofferdam 9000-0201 Lump Sum 1.000 01 n x Proj Compliance With Pfbc-277, Uscg And Usacoe Coordination 9000-0250 Dollar 5,000.000 $1.00 $5,000.00 01 y c1, p8 Std Locate Existing Underground Facilities 9000-0300 Lump Sum 1.000 01 n x Proj Phase Iii Environmental Site Assessment 9000-0301 Lump Sum 1.000 01 n x Proj Site Work Plan 9000-0302 Ton 4,111.000 01 n c1 Proj Off-Site Disposal Of Residual Waste 9000-0303 Dollar 30,000.000 $1.00 $30,000.00 01 y v2 Proj Liquid Handling, Storage, Testing, Transportation And Disposal 9000-9011 Dollar 30,000.000 $1.00 $30,000.00 01 y x Std Off-Duty Uniformed Police Officer 9203-0101 Lump Sum 1.000 01 n c5 Std Temporary Excavation Support And Protection System 9694-0002 Each 36.000 01 n k Std Design Of Concrete Curb Ramps [By Ramp] 9694-0010 Square Yard 660.000 01 n k Std Construct Concrete Curb Ramps And Sidewalks

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.