USED WATER MANAGEMENT AT BESWAN, DISTRICT ALIGARH

Construction of STP-1 No. (200 KLD) for proven Technology to deliver desired effluent parameters should be BOD<10mg/l, TSS< 10mg/l, N<10mg/l, Fecal Coliform<100 & COD<50mg/l as per site requirement and coarse screen with grit chamber including Survey, Soil Investingation if required, design and drawing, supply of all required materials, labour, T&P etc. all complete for proper completion of the work as per directon of E/I.

Construction of STP-1 No. (300 KLD) for proven Technology to deliver desired effluent parameters should be BOD<10mg/l, TSS< 10mg/l, N<10mg/l, Fecal Coliform<100 & COD<50mg/l as per site requirement and coarse screen with grit chamber including Survey, Soil Investingation if required, design and drawing, supply of all required materials, labour, T&P etc. all complete for proper completion of the work as per directon of E/I.

Construction of RCC Drain

Excavation in ordinary/kankar soil in trenches with lift upto 1.5m and lead upto 50m refilling of excavated earth into trenches and removal and disposal of surplus earth with in a distance of 50m from centre of the trenches.

0.00 - 1.50 M deep

Cement concrete with 20mm gauge approved stone ballast, Coarse sand and cement in proportion 8:4:1 including supply of all materials, labour T&P etc. required for proper completion of work below GL.

RCC work with cement, coarse sand and 20mm gauge stone grit in proportion of 1:1½:3 (excluding cost of reinforcement and its bending) but including its fixing and binding with 0.50mm thick binding wire (to be supplied by the contractor) and necessary shuttering, supply of all materials, labour T&P etc. required for proper completion of work.

RCC Bedding

RCC Wall

Drain Cover