Remodelling of water system of block D emergency ward of IGGDCH Jammu.

Dismantling C.I. pipes manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes and lead at site within 50 meter lead as per direction of Engineer in-charge. 15.45.1 Including excavation and refilling trenches after taking out the pipes. Upto 150 mm diameter

Dismantling of C.I. sluice valve including stacking of useful materials within a lead of 50 meters. Upto 150 mm diameter

Cutting holes up to 30x30 cm in walls including making good the same:19.67.1 With common burnt clay (non modular) bricks

Supplying/Providing/Fixing of P.V.C Pipe of superior quality including cost material,labour etc complete. 100 mm

Supplying/Providing/fixing of PVC bend 100mm dia of superior quality including cost of material, labour etc complete.

sewer man engaging for cleaning blockage of manhole

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarsesand (zone- III) : 8 graded stone aggregate 40 mm nominal size),inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate 20 mm nominal size) finished with a floatingcoat of neat cement complete as perstandard design : 20.7.1 Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :

Extra for depth for manholes 20.8.1 Size 90x80 cm 20.8.1.1With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Labour for cleaning of rooftop including disposal of mulba, rubbish, herbs from rooftop to ground floor.

Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement: 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete