PROVN OF ARTIFICIAL RECHARGE STRUCTURE FOR RAIN WATER HARVESTING UNDER JAL SHAKTI ABHIYAN AT REAR OF MILKHA SINGH COLONY SARABJIT SPORTS COMPLEX ROBERT EAST BEHIND MCEME KOTE AT FEMT AND NEAR BSO OFFICE AT GURUVAYUR ENCLAVE OF GE MCEME

M&L for Earth Work Excavation by Mechanical Means (Hydraulic excavator) Over Areas (exceeding 30 cm in depth) in any kind of soil including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, Complete all as Specified and Directed by Engineer-in-Charge.

M&L for Earth Work Excavation by Mechanical Means (Hydraulic excavator) Over Areas (Exceeding 1.5 M in depth) in any kind of soil including getting out and disposal of excavated earth lead upto 50 m and lift Exceeding 1.5m, Complete all as Specified and Directed by Engineer-in-Charge.

M&L for Earth Work Excavation by Mechanical Means (Hydraulic excavator) in foundation trenches or drains (Not Exceeding 1.5 m in width) in any kind of soil including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m Complete all as Specified and Directed by Engineer-in-Charge.

M&L for PCC 1:4:8, type D2 using 40 mm graded stone aggregate as in foundation filling and mass concrete Complete all as Specified and Directed by Engineer-in-Charge.

M&L for Precast Cement Concrete type C1 1:3:6 (20mm graded aggregate) in Solid Block Masonry Wall built in CM 1:6 Complete all as Specified and Directed by Engineer-in-Charge.

M&L Loose filling with aggregates with broken stone or boulders of gauge 80 to 150 mm in soakage pits, soakage wells and Recharge pits etc Complete all as Specified and Directed by Engineer-in-Charge.

M&L Loose filling with aggregates with broken stone or gravel filling of gauge 12mm to 80 mm in soakage pits, soakage wells and Recharge pits etc Complete all as Specified and Directed by Engineer-in-Charge.

M&L Coarse Sand Filling under floors and for recharge pits including watering and consolidation Complete all as Specified and Directed by Engineer-in-Charge.

M&L Concrete Bed in PCC 1:4:8 type D-2 ,40mm graded aggregate to drain pipes of 450mm dia pipe including packing under,and haunching & packing against the sides of pipes after they are laid and tested in; Complete all as Specified and Directed by Engineer-in-Charge.

M&L Reinforced Concrete Pipes 450mm dia, Class NP2, laid & jointed complete with Collars Complete all as Specified and Directed by Engineer-in-Charge.