Similar Projects
| Last Updated | 04/12/2019 09:17 AM |
| Project Title | GRP 111-19-7135-4 (DRN) |
| Physical Address | View project details and contacts |
| City, State (County) | Clairton, Dravosburg, Duquesne, Lincoln, PA (Allegheny, Westmoreland Counties) |
| Category(s) | Heavy and Highway |
| Sub-Category(s) | Shoreline/Erosion/Drainage |
| Contracting Method | Competitive Bids. |
| Project Status | Results |
| Bids Due | View project details and contacts |
| Estimated Value | $2,500,000 to $4,999,999 |
| Plans Available from | |
| Owner | View project details and contacts |
| Architect | View project details and contacts |
| Description | Drainage And Other Miscellaneous Construction, All Within a Length Of 82,866 Linear Feet (15.69 Miles) As Indicated On The Approved Drawings Included In The Bid Package For Group 111-19-7135-4 In Allegheny County, City Of Clairton And City Of Duquesne, Dravosburg, Lincoln, And West Mifflin Boroughs, Elizabeth And Forward Townships, Commonwealth Of Pennsylvania. This Project Being Situated As Follows: Sr 0048, Section a42 (Scenery Drive-Boston Hollow Road) – From Cowan Drive At Segment 0070 Offset 0000 (Station 1+00) To Approximately 320 Feet South Of Smithfield Street At Segment 0120 Offset 2540 (Station 205+27). Sr 0136, Section a11 (Rainbow Run Road) – From Approximately 130 Feet North Of Sr Bunola River Road (Sr 2001) At Segment 0020 Offset 0000 (Station 1+22) To Approximately 50 Feet South Of The Westmoreland County Line At Segment 0130 Offset 1603 (Station 311+70). Sr 0837, Section a49 (North State Street-Washington Street-Dravosburg Road-Duquesne Boulevard) – From Approximately 115 Feet East Of Coal Valley Road At Segment 0170 Offset 1934 (Station 2+14) To Approximately 100 Feet North Of North Second Street At Segments 0290/0291 Offsets 0100/0100 (Station 322+43). Sr 2114, Section a06 (Duquesne Boulevard) - From The Duquesne-Mckeesport Bridge At Segments 0030/0031 Offsets 0138/0150 To Sr 0837 (Duquesne Boulevard) At Segments 0270/0271 Offsets 0000/0000. Various State Routes And Facilities Throughout Allegheny County For Unforeseen Repair, As Directed. 0203-0001 Cubic Yard 3,689.000 01** n c Class 1 Excavation 0203-0004 Cubic Yard 564.000 01** n c1 Class 1b Excavation 0204-0010 Linear Foot 14,118.000 02** n c1, h Cleaning Existing Ditches 0205-0100 Cubic Yard 551.000 01** n c1 Foreign Borrow Excavation 4205-0390 Ton 952.000 01** n Yes c1 Std Selected Borrow Excavation, Coarse Aggregate, No. 2a Modified 0208-0001 Hour 5.000 02 n c Special Rolling 0212-0014 Square Yard 1,863.000 01** n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 1,731.000 01** n c3, h, m2 Geotextile, Class 4, Type c 0350-0121 Ton 64.000 01** n c, e Subbase (No. 2a) 4411-6470 Ton 838.000 01** n Yes f Proj Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix Modified 4411-6570 Ton 887.000 03** n Yes f Proj Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, 3 To < 10 Million Esals, 19.0 Mm Mix Modified 0461-0002 Gallon 765.000 02 n f4 Bituminous Prime Coat 0516-2007 Linear Foot 96.000 03 n g1, g4 Patching Joint 0516-2008 Linear Foot 48.000 03 n g1, g4 New Pavement Joint 0516-3033 Square Yard 108.000 03 n g1 Accelerated Concrete Pavement Patching, Type a, 9" Depth 4601-0313 Linear Foot 10.000 01 n Yes h Std 18" Thermoplastic Pipe, Group i, 15'-1.5' Fill Modified 0601-5430 Cubic Yard 3.000 01** n h, k1 Class a Cement Concrete For Miscellaneous Drainage 0601-5901 Linear Foot 1,784.000 01** n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" e 4601-7005 Linear Foot 443.000 02 n Yes h Std 12" Reinforced Concrete Pipe, Type a, 30' - 1.5' Fill Modified o 4601-0760 Linear Foot 443.000 02 n Yes h Std 12" Ductile Iron Pipe Modified e 4601-7014 Linear Foot 2,170.000 01** n Yes h Std 18" Reinforced Concrete Pipe, Type a, 15' - 2' Fill, 100 Year Design Life Modified o 4601-0773 Linear Foot 2,170.000 01** n Yes h Std 18" Ductile Iron Pipe, 100 Year Design Life Modified 0605-1300 Each 86.000 01** n c1, h1 Cleaning Drainage Structures 0605-2600 Each 4.000 02** n k Type d Endwall 0605-2700 Each 6.000 03 n k Inlet Grate 4605-2700 Each 1.000 03 n Yes k Proj Inlet Grate Modified 0605-2701 Each 65.000 01** n k Bicycle Safe Inlet Grate 4605-2701 Each 4.000 03** n Yes k Proj Bicycle Safe Inlet Grate Modified 0605-2711 Set 3.000 02 n k Type c Concrete Top Unit And Bicycle Safe Grate 0605-2730 Set 2.000 03 n k Type m Concrete Top Unit And Grate 0605-2741 Set 28.000 02** n k Type s Concrete Top Unit And Bicycle Safe Grate 0605-2771 Set 10.000 02** n k Type c Frame And Bicycle Safe Grate 4605-2771 Set 3.000 02 n Yes k Proj Type c Frame And Bicycle Safe Grate Modified 0605-2781 Set 106.000 01** n k Type m Frame And Bicycle Safe Grate 0605-2850 Each 55.000 01** n k Standard Inlet Box, Height < /= 10' 0606-0050 Set 54.000 01** n c1, k Grade Adjustment Of Existing Inlets 0607-0013 Vertical Foot 1.000 03 n k Rebuilt Inlet Box 0608-0001 Lump Sum 1.000 06 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 0610-0002 Linear Foot 202.000 01** n h2 6" Pipe Underdrain Type i Backfill 0619-0470 Each 1.000 03 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3 (Energy Absorbing Terminals, Tangent) 0620-0400 Each 1.000 03 n j Terminal Section, Single 0620-0503 Linear Foot 5,025.000 03 n c1, j Remove Existing Guide Rail (Contractor's Property) 4620-0551 Each 174.000 01** n Yes j Proj w6 x 9 Steel i-Beam Guide Rail Posts Modified 0620-1625 Linear Foot 5,025.000 03 n j Type 31-Sc Guide Rail 0626-0010 Cubic Yard 34.000 02** n m2 Gabions, Type b 4628-3054 Linear Foot 48.000 03 n Yes j1 Std Reset Temporary Barrier, Concrete, i-Beam, f-Shape And New Jersey Shape (Nysdot) Modified 0630-0010 Linear Foot 48.000 02** n k Plain Cement Concrete Curb, Including Removal Of Existing Curb 4677-0002 Ton 47.000 03 n Yes c1, e Std Selected Material Surfacing Modified 0686-0040 Lump Sum 1.000 06 n x Construction Surveying, Type c 0689-0001 Lump Sum 1.000 06 n x Narrative Schedule 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 06 y x Internal Facilitation 0703-0020 Cubic Yard 926.000 01** n c1, h No. 1 Coarse Aggregate 0703-0025 Cubic Yard 15.000 01** n c1, h No. 57 Coarse Aggregate 4802-0001 Cubic Yard 537.000 01** n Yes c1, m Std Topsoil Furnished And Placed Modified 4804-0001 Pound 133.000 01** n Yes m3 Std Seeding And Soil Supplements - Formula b, Including Mulch Modified 0804-0003 Pound 135.000 01** n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0810-0052 Each 1.000 01 n a, m1 Selective Tree Removal 0845-0001 Dollar 500.000 $1.00 $500.00 06 y m2 Unforeseen Water Pollution Control 0850-0031 Cubic Yard 11.000 03 n c1 Rock, Class r-3 0850-0032 Cubic Yard 24.000 01** n c1 Rock, Class r-4 0850-0035 Cubic Yard 3,241.000 01** n c1 Rock, Class r-7 0860-0000 Each 20.000 01** n m2 Inlet Filter Bag For Type m Inlet 0865-0001 Linear Foot 60.000 02** n m2 Silt Barrier Fence, 18" Height 0867-0018 Linear Foot 160.000 01** n m2 Compost Filter Sock, 18" Diameter 0901-0001 Lump Sum 1.000 06 n q Maintenance And Protection Of Traffic During Construction 0901-0231 Day 50.000 01** n q Additional Warning Lights, Type b 0901-0232 Day 50.000 01** n q Additional Warning Lights, Type c 0901-0240 Square Foot 150.000 01** n q, r Additional Traffic Control Signs 0901-0450 Each 3.000 01** n q 3-Line Changeable Message Sign With Telecommunications 0937-0323 Each 88.000 01** n r Flexible Delineator Post, Ground-Mount Type Gm-1, Red Post With White Sheeting 0960-0021 Linear Foot 400.000 03 n o2 24" White Hot Thermoplastic Pavement Markings 4962-1001 Linear Foot 17,584.000 01** n Yes o Std 6" White Waterborne Pavement Markings Modified 4962-1003 Linear Foot 830.000 03 n Yes o Std 12" White Waterborne Pavement Markings Modified 4962-1005 Linear Foot 1,300.000 01** n Yes o Std 4" Yellow Waterborne Pavement Markings Modified 0966-0011 Each 5.000 03 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/y) 0966-0019 Each 15.000 03 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/w) 9000-0002 Cubic Yard 31.000 02** n g Std Accelerated Plain Cement Concrete Pavement 9000-0004 Linear Foot 6,550.000 02** n c1 Proj Shoulder Back-Up Grading 9000-0008 Cubic Yard 24.000 01** n h Std Concrete Pipe Collar 9000-0022 Dollar 399,753.000 $1.00 $399,753.00 01** y c1 Proj Unforseen Labor, Materials, And Equipment 9000-0030 Ton 2.000 02 n k Proj Bituminous Wedge Curb 9000-0031 Linear Foot 5,490.000 01** n k Std Clean Existing Shoulders 9000-0038 Square Foot 51.000 03 n k Proj Parge Inlet 9000-0060 Linear Foot 2,599.000 01** n j Proj Guiderail Repair-Use Existing Elements, Posts, And Offset Blocks 9000-0250 Dollar 500.000 $1.00 $500.00 06 y c1, p8 Std Locate Existing Underground Facilities 9000-0500 Linear Foot 30.000 01 n c1, h, m2 Proj Temporary Cofferdam 9000-0501 Each 1.000 01 n m2 Proj Dewatering Pump 9000-2081 Cubic Yard 161.000 02** n c1 Std As Directed Subgrade Undercut 9000-6056 Each 83.000 01** n k Std Core Hole In Inlet Box 9000-6174 Dollar 3,791.000 $1.00 $3,791.00 06 y f Std Superpave Pwt Incentive 9000-9011 Dollar 20,000.000 $1.00 $20,000.00 06 y x Std Off-Duty Uniformed Police Officer | ||||||
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