PROVISION OF RAIN WATER DRAIN CULVERT AND SOAKAGE WELL AT NHL AREA OF MCEME UNDER GE MCEME SECUNDERABAD

Amount

Excavating over areas in hard/dense soil , n exc 1.5m deep and getting out complete all as specified and directed by Engineer-in-Charge.

M&L for plain cement concrete type D2 1:4:8 using (40mm graded stone aggregate) as in surface channels and drains complete all as specified and directed by Engineer-in-Charge.

M & L walling of random rubble, uncoursed built in cement mortar 1:6 etc complete all as specified and directed by Engineer-in-Charge.

M&L cement concrete type C2 1:3:6, (40mm graded stone aggregate) in surface channel and drains etc. complete all as specified and directed by Engineer-in-Charge.

M&L Rendering 15mm thick in CM 1:4 on fair faces of brick work or concrete surface on wall, finished even and smooth (without using extra cement), complete all as specified and directed by Engineer-in-Charge.

M&L PCC 1:2:4 type B1 (using 20 mm graded stone aggregate) as in coping, including form work, complete all as specified and directed by Engineer-in-Charge.

Returning, filling in, including spreading, levelling, watering and well ramming in hard / dense soil in layers not exc 25 cm complete all as specified and directed by Engineer-in-Charge.

Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5m above the starting point in soils complete all as specified and directed by Engineer-in-Charge.

M&L for providing precast cement concrete 1:2:4 type B1 (Using 20mm graded stone aggregate) as in precast RCC manhole covers including all form work and set in cm 1:4 complete all as specified and directed by Engineer-in-Charge. (Reinforcement shall be paid extra in the respective item)

M & L for Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, TMT bars,etc complete all as specified and directed by Engineer-in-Charge.

M&L 150mm reinforced concrete pipes, class NP3, laid and jointed complete with collars complete all as specified and directed by Engineer-in-Charge.

M&L for concrete (1:3:6 type C-1) bed to 150mm dia drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested; complete all as specified and directed by Engineer-in-Charge.

M&L 200mm reinforced concrete pipes, class NP3, laid and jointed complete with collars complete all as specified and directed by Engineer-in-Charge.

M&L for concrete (1:3:6 type C-1) bed to 200mm dia drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested complete all as specified and directed by Engineer-in-Charge.

Cutting into existing manholes for connecting 150mm dia new drains, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete 1:2:4 type B-l smooth finished, and reforming benching as required complete all as specified and directed by Engineer-in-Charge.

M&L for 3.00m dia, 4.5m depth soak pit (PCC block construction) including earth work like excavation in any type of soil, returning filling and removal of soil upto a distance of 100m from starting point. Foundation in PCC, walls, cover slab, rungs, man holes etc all as per CECZ TD Drawing No. TD/ST/748, sheet No 01/01 dt 22 Jan 2011 complete all as specified and as directed by Engineer-in-Charge.

SAI RUPA CONSTRUCTIONS

VENKATA PRABHAVATHI CONSTRUCTIONS

B AND H CONSTRUCTIONS