Project Description:
* Gravity Networks:-
- V.C. Pipelines of 7" : 32" dia & 55.28 km length.
- R.C pipelines of 1000 : 1300 mm dia and 2.5 km length.
* House connections:
PVC pipelines 150 mm dia.,4 km length.
* Pressurized Pipelines:-
- Dual prestressed R.C Pipelines of 800 mm dia , 10 km length.
- GRP pipelines of 400 : 700 mm dia., 12 km length.
- Ductile Cast Iron pipe line ( D.I ) of 300 mm dia., 0.22 km length.
-PE pipeline of dia 400 mm and length 0.895 km
*Crossings :(pipe jacking type )
* Under Rail way and 2 canals behind cairo to luxor Rail way culvert of 3200mm dia. and 60 m length to pass P.R.C pipeline of 1300 mm dia .
* Under Nagah Hamady canal culvert of 3.2 m dia. and 60 m length to pass DI double lines 400, 700 mm dia.
* Under Nagah Hamady canal in front pump station no 1 culvert of 1800 mm dia. , 60 m length to pass DI pipeline of 300 mm dia.
* Open Cut Excavation
- Zarzora canal , length of 90 m.
- El Hakmy canal 20 m length (pipeline of 500mm dia.)
- El bayad canal 20 m length (pipeline of 700 mm dia.)
* crossing under el kwamel discharge with length 105 m to pass pipeline of dia 800 mm and dia of cultivate 3.2 m
*crossing el bayad river ta pass 700 mm pipeline with length 25 m
*crossing el mror river of dia 700 mm and length 25 m
*crossing el bayad river to pass 400 mm pipeline to pressurized pipeline 800 mm
* Pump Stations:
- Three pump stations at El Monshaa City.
- Main P.S no. 3 discharge of 422 L/SEC .dia 14 m &height 14 m
- Secondary P.S No. 2 , discharge of 310 L/SEC. Dia 12 m &height 13 m
- Secondary P.S No. 1 , discharge of 70 L/SEC. Dia 5 m & height 10 m
- Three Pump stations at Awlad Hamza
- Main P.S No. 3 ,discharge of 880 L/SEC.dia 16 m and height 15 m
- Secondary P.S No 2 discharge of 200 L/SEC.dia 10 m & height 12 m .
- Secondary P.S No 1 , discharge of 100 L/SEC. Dia 8 m & height 11 m
*Wastewater Treatment Plant 30000 m3/day discharge ( Oxidation Basins) 
