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Last Updated | 06/27/2022 01:03 AM |
Project Title | Sewer Reconstruction at Vale Avenue |
Physical Address | View project details and contacts |
City, State (County) | Plum, PA 15239 (Allegheny County) |
Category(s) | Sewer and Water |
Sub-Category(s) | Sanitary Sewers |
Contracting Method | Competitive Bids. |
Project Status | Results |
Bids Due | View project details and contacts |
Estimated Value | $300,000 [brand] Estimate |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | The project generally consists of sanitary sewer and manhole replacement in the coincident location of the existing sanitary sewer and as shown on the bidding plans. Project includes sewage bypass pumping and staying within the 20' sewer easement 1. Mobilization, Bonds, Insurances, Shop Drawings, Photo Documentation, and Construction Stakeout. JOB LS 2. Erosion and Sedimentation Control. Includes Temporary Seeding (As Required); and Implementation, Maintenance, and Removal (If Applicable) Of All Erosion Control Devices and Practices As Shown on the Construction Drawings and Also Required By the Technical Specifications. JOB LS 3. Bypass Pumping of Sewage Flows. JOB LS 4. Maintenance and Protection of Traffic. JOB LS 5. Connection to Existing Manhole. 4 EA 6. 6 Inch PVC SDR-35 Lateral (Depth Varies). Complete In Place. 170 LF 7. 8 Inch PVC SDR-35 Pipe (0-8' Depth). Complete In Place. 314 LF 8. 10 Inch PVC SDR-35 Pipe (10-12' Depth). Complete In Place. 80 LF 9. 10 Inch PVC SDR-35 Pipe (12-14' Depth). Complete In Place. 116 LF 10. 10 Inch PVC SDR-35 Pipe (14-16' Depth). Complete In Place. 160 LF 11. 8"x8"x6" SDR-35 PVC Wye Fitting. Compete In Place. 14 EA 12. 10"x10"x6" SDR-35 PVC Wye Fitting. Compete In Place. 4 EA 13. Standard 48 Inch Diameter Manhole, 8 Ft. Depth. Includes Frame, Cover, Pipe Connections, and Appurtenances. Complete In Place. 3 EA 14. Extra Depth 48 Inch Diameter Precast Concrete Manhole. 8 VF 15. PennDOT No. 2A Coarse Aggregate Select Backfill (In Pipe Trench and As Ordered By the Engineers). 156 CY 16. Pipe Bursting - 8 Inch VCP to 8 Inch PVC/HDPE. 210 LF 17. Reconnect Existing Laterals to New Main. 18 EA 18. Abandon Pipe at MH-5310 and Plug Abandoned Invert with Hydraulic Cement. 1 EA 19. Bentonite Trench Plug (As Directed). 3 EA 20. Placement of Fine Screened Topsoil to 6 Inch Depth. 32 CY 21. Finish Grading, Seeding, Mulching, and Landscaping. JOB LS 22. Miscellaneous Incidental Work. Includes Replacing Trees and Shrubs, Reinstall and/or Replace Fencing, Walls, and Small Structures; and All Other Items Not Specified Herein; Includes All Materials, Labor, and Equipment to Complete. JOB LS 23. Temporary Asphalt Pavement (As Detailed). 24 TONS 24. Asphalt Parking Lot Pavement Restoration (As Detailed, Includes Curb). 215 SY 25. Test Hole Excavations. 3 EA |
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Bidder's List | View project details and contacts | ||||
Prospective Bidders | View project details and contacts | ||||
Project Documents |
Engineered Spec Sheet Architectural Plans Other Documents |