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Last Updated | 03/17/2022 11:09 AM |
Project Title | SR 3048, Noblestown Road Slide Remediation |
Physical Address | View project details and contacts |
City, State (County) | PA (Allegheny County) |
Category(s) | Heavy and Highway |
Sub-Category(s) | Paving/Reconstruction |
Contracting Method | Competitive Bids. |
Project Status | Results |
Bids Due | View project details and contacts |
Estimated Value | $1,000,000 to $2,499,999 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | Realignment, Full-Depth Replacement, Drainage, Guide Rail, Signing, Pavement Marking, And Other Miscellaneous Construction, All Within a Length Of 1,390 Linear Feet (0.263 Miles) As Indicated On The Approved Drawings Included In The Bid Package For State Route 3048, Section a20 (Noblestown Road), In Allegheny County, Collier Township, Commonwealth Of Pennsylvania. This Project Being Situated As Follows: From Approximately 0.7 Miles Southeast From The Intersection Of Sr 3048, Baldwin Road, And Pinkerton Road At Segment 0120 Offset 1895 (Station 11+50.00) To Approximately 0.1 Miles Northwest From The Intersection Of Sr 3048 And Nike Site Road At Segment 0130 Offset 1220 (Station 26+40.00). 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbin 0203-0001 Cubic Yard 11,255.000 01 n c Class 1 Excavation 0205-0281 Cubic Yard 855.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0208-0001 Hour 12.000 01 n c Special Rolling 0212-0001 Linear Foot 2,062.000 01 n c3, h, m2 Geotextile, Class 1 4212-0001 Linear Foot 665.000 01 n Yes c3, h, m2 Proj Geotextile, Class 1 Combination Storm Pipe 0212-0014 Square Yard 1,206.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0311-0320 Square Yard 3,890.000 01 n e Superpave Asphalt Mixture Design, Wma Base Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 3" Depth 0350-0106 Square Yard 3,897.000 01 n c, e Subbase 6" Depth (No. 2a) 0411-0384 Square Yard 3,890.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, < 0.3 Million Esals, 9.5mm Mix, 1 1/2" Depth, Srl-m 0411-6350 Square Yard 3,890.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, < 0.3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0460-0001 Square Yard 7,779.000 01 n f4 Bituminous Tack Coat 4601-0004 Linear Foot 73.000 01 n Yes c1, h Proj Remove Existing Pipe Custom Modified e 4601-7014 Linear Foot 436.000 01 n Yes h Std 18" Reinforced Concrete Pipe, Type a, 15' - 2' Fill, 100 Year Design Life Modified o 4601-0550 Linear Foot 436.000 01 n Yes h Std 18" Thermoplastic Pipe, Group Vii, 12'-2' Fill, 100 Year Design Life Modified e 4601-7027 Linear Foot 74.000 01 n Yes h Std 24" Reinforced Concrete Pipe, Type a, 10' - 2' Fill, 100 Year Design Life Modified o 4601-0551 Linear Foot 74.000 01 n Yes h Std 24" Thermoplastic Pipe, Group Vii, 12'-2' Fill, 100 Year Design Life Modified e 4601-7511 Linear Foot 123.000 01 n Yes h Std 18" Reinforced Concrete Pipe, Type a, 15' - 3' Fill, Shore/Trench Box, 100 Year Design Life Modified o 4601-0560 Linear Foot 123.000 01 n Yes h Std 18" Thermoplastic Pipe, Group Vii, 12'-2' Fill, Shore/Trench Box, 100 Year Design Life Modified 4601-7727 Linear Foot 23.000 01 n Yes h Std 30" Reinforced Concrete Pipe, Type b, 15' - 3' Fill, Shore/Trench Box Modified 4601-4717 Linear Foot 23.000 01 n Yes h Std 30" Corrugated Galvanized Steel Pipe, Type Polymer Coated, (2 2/3" x 1/2"Corrugations), 12 Gage, Shore/Trench Box Modified o 4601-0504 Linear Foot 23.000 01 n Yes h Std 30" Thermoplastic Pipe, Group Vi, 15'-2' Shore/Trench Box Modified 4604-7014 Linear Foot 412.000 01 n Yes h Std 18" Reinforced Concrete Pipe, Type a, (Open Joint), 15' - 2' Fill, 100 Year Design Lifeshore/Trench 0605-2620 Each 2.000 01 n k Type d-w Endwall 0605-2731 Set 3.000 01 n k Type m Concrete Top Unit And Bicycle Safe Grate 0605-2741 Set 6.000 01 n k Type s Concrete Top Unit And Bicycle Safe Grate 0605-2850 Each 6.000 01 n k Standard Inlet Box, Height < /= 10' 0605-2851 Each 3.000 01 n k Standard Inlet Box, Height > 10' And < /= 20' 0605-3012 Each 2.000 01 n k Type 4 Manhole, Storm Water, Height >10' And < /= 20' 0605-3032 Each 1.000 01 n k Type 6 Manhole, Storm Water, Height >10' And < /= 20' 4605-4010 Each 2.000 01 n Yes c1, h Proj Remove Existing Inlet Custom Modified 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0003 Lump Sum 1.000 94 n x Inspector's Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 94 n x Std Equipment Package 0610-7002 Linear Foot 2,062.000 01 n h2 6" Pavement Base Drain 0615-0022 Linear Foot 51.000 01 n h2 6" Subsurface Drain Outlets 0615-0040 Each 4.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 4.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0620-0400 Each 3.000 01 n j Terminal Section, Single 4620-0502 Linear Foot 1,438.000 01 n Yes c1, j Proj Remove Existing Guide Rail (Department Property) Delivery Location 0620-0872 Each 3.000 01 n j Buried-In-Backslope Terminal, Single Panel 0620-1600 Linear Foot 1,050.000 01 n j Type 31-s Guide Rail 0620-1601 Linear Foot 388.000 01 n j Type 31-s Guide Rail With 7' Extra Length Posts 0620-1626 Linear Foot 25.000 01 n j Type 31-Sc Guide Rail With 7' Extra Length Posts 0620-1637 Linear Foot 13.000 01 n j Type 31-Scc Guide Rail With 7' Extra Length Posts 0620-1670 Each 3.000 01 n j Type 31-Strong Post In-Line Anchor 4660-0001 Linear Foot 1,390.000 01 n Yes f3 Std Milled Centerline Rumblestripscustommodified 4676-0001 Square Yard 7.000 01 n Yes k Proj Cement Concretesidewalk Includes Concrete Washout 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 $1.0000 $1,000.00 01 y x Internal Facilitation 4802-0001 Cubic Yard 1,508.000 01 n Yes c1, m Std Topsoil Furnished And Placed Modified 0804-0001 Pound 16.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003 Pound 429.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004 Pound 4.000 01 n m3 Seeding - Formula e, Including Mulch 0806-0113 Square Yard 6,540.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0810-0050 Lump Sum 1.000 01 n a, m1 Selective Tree Removal 0845-0001 Dollar 5,000.000 $1.0000 $5,000.00 01 y m2 Unforeseen Water Pollution Control 0849-0010 Each 2.000 01 n c1 Rock Construction Entrance 0851-0003 Square Yard 28.000 01 n c1 Rock Apron 0855-0003 Each 1.000 01 n m2 Pumped Water Filter Bag 0855-0004 Each 2.000 01 n m2 Replacement Pumped Water Filter Bag 4856-0001 Each 5.000 01 n Yes c1 Proj Rock Barrier Custom Modified 0860-0000 Each 3.000 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 0860-0010 Each 3.000 01 n m2 Concrete Block/Gravel Inlet Protection For Type m Inlet 0867-0012 Linear Foot 1,359.000 01n m2 Compost Filter Sock, 12" Diameter 0867-0022 Linear Foot 867.000 01 n m2 Compost Filter Sock, 24" Diameter 0901-0001 Lump Sum 1.000 01 n q Maintenance And Protection Of Traffic During Construction 0901-0231 Day 30.000 01 n q Additional Warning Lights, Type b 0901-0232 Day 30.000 01 n q Additional Warning Lights, Type c 0901-0240 Square Foot 250.000 01 n q, r Additional Traffic Control Signs 0931-0003 Square Foot 63.000 01 n r Post Mounted Signs, Type b, Steel Square Post 0935-0001 Square Foot 41.000 01 n r Post Mounted Signs, Type f 0937-0106 Each 38.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0113 Each 38.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/b) 0960-0140 Each 1.000 01 n o2 White Hot Thermoplastic Pavement Legend, Slow Curve Arrow , Left (Includes Arrow,The Word Slow And 2 Transverse Bands) 0960-0141 Each 2.000 01 n o2 White Hot Thermoplastic Pavement Legend, Slow Curve Arrow , Right (Includes Arrowthe Word Slow And 2 Transverse Bands) 4962-1001 Linear Foot 5,220.000 01 n Yes o Std 6" White Waterborne Pavement Markings Double Application 4962-1005 Linear Foot 5,560.000 01 n Yes o Std 4" Yellow Waterborne Pavement Markings Double Application 4971-0001 Each 7.000 01 n Yes r Std Remove Post Mounted Signs, Type Bcontractoproperty 4975-0001 Each 1.000 01 n Yes r Proj Remove Post Mounted Signs, Type f Contractor Property 9000-0001 Each 1.000 01 n j2 Proj Relocate Mailbox 9000-0012 Linear Foot 222.000 01 n g4 Std Sawcut Of Existing Pavement 9000-0800 Lump Sum 1.000 60 n h Proj Furnish And Install Pennsylvania American Water Company Waterline 9000-2081 Cubic Yard 1,820.000 01 n c1 Std As Directed Subgrade Undercut |
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