Project No. DG-18-10168.4.2
Alley Reconstruction Group 17-1102 Alley Between 15632-15724 Golden Creek Rd. & 6231-6239 La Cosa Dr. & 15503-15531 Bay Point Dr. (PB17V086)
Alley Between 6506-6556 Crestmere Dr. & 6515-6555 Meadowcreek Dr. (PB17V087)
Alley Between 6510-6580 Calais Dr. & 6509-6565 Crestmere Dr. (PB17V088)
Alley Between 6808-7038 Hunters Ridge Dr. & 6807-6959 Town Bluff Dr. (PB17V089)
Alley Between 6920-7038 Midbury Dr. & 6911-7033 Northaven Rd. (PB17V090)
Alley Between 7309-7435 Tangleglen Dr. & 7364-7450 Tophill Ln. (PB17V091)
Alley Between 7405-7443 Lynworth Dr. & 7408-7438 Chattington Dr. (PB17V092)
Alley Between 7606-7672-Rolling Acres Dr. & 7615-7651 Tophill Ln (PB17V093)
Alley Between 6906-7030 Orchid Ln. & 6909-7007 Meadowbriar Ln. & 7017 Pemberton Dr. (PB17V094) Vendors shall submit project related questions to Bonfire no later than 5:00 P.M. on Monday, June 6, 2022. Responses to all questions received will be provided in an addendum no later than Wednesday, June 8, 2022. Project Manager: John Sakwa 214-948-4163, john.sakwa@ dallascityhall.com 8" PVC PRESSURE RATED WASTEWATER PIPE
This item consists of furnishing and placing approximately 800
Linear Feet of 8" Polyvinyl Chloride Pressure Rated Wastewater Pipe conforming to ASTM D2241 (DR 26) Minimum Pressure Rating of 160 PSI and ASTM D3139 joints, and in accordance with Item 507. Open Cut - Wastewater Conduit Installation, Item 507.5.1.1.COD: Infiltration Test, and Item 501.15. Polyvinyl Chloride (PVC) PressureRated Pipe (SDR Series) of these specifications and addenda thereto. 12" PVC PRESSURE RATED WASTEWATER PIPE
This item consists of furnishing and placing approximately 690
Linear Feet of 12" Polyvinyl Chloride Pressure Rated Wastewater Pipe conforming to ASTM D2241 (DR 26) Minimum Pressure Rating of 160 PSI and ASTM D3139 joints, and in accordance with Item 507. Open Cut - Wastewater Conduit Installation, Item 507.5.1.1.COD: Infiltration Test, and Item 501.15. Polyvinyl Chloride (PVC) PressureRated Pipe (SDR Series) of these specifications and addenda thereto. REHABILITATION OF EXISTING 8" WASTEWATER MAIN
This item consists of the Rehabilitation of approximately 400
Linear Feet of 8" Wastewater Main in accordance with the DWU Standard Technical Specifications Manual, Latest Edition POINT REPAIR OF 8" WASTEWATER MAIN
This item consists of approximately 2 point repair(s) of 8" Wastewater Main as necessary to facilitate rehabilitation
The improvements will include new:
o 6" thick Reinforced Concrete Pavement (approx. 8,620 linear feet)
o Wastewater lines (1845 linear feet) Estimated Construction Start: December 2022
Estimated Construction Completion: August 2023 M/WBE Participation: 32%
P.no- PBI7V09I
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