CONSTRUCTION OF CREMATORIUM AT WARD NO-13

Earth Excavation in hard soil within initial lead of 50m and initial lift of 1.5m and initial lift of 1.5 m including rough dressing and leveling the bed as per the specification approved by the dept. and direction eng-in-charge

Filling in foundation with sand well watered and rammed including cost,conveyance,royality and taxes etc. complete of all materials to work site as the specification approved by the dept. and direction -i-charge

p.c.c(1:3:6)with 4cm size HG CRUSHER BROKEN metal including all cost,conveyance,royality and taxes etc. complete of all materials to work site as per specification approved by the deptt. and direction of engg-in-charge.

p.c.c(1:2:4)with 4cm size HG CRUSHER BROKEN metal including all cost,conveyance,royality and taxes etc. complete of all materials to work site as per specification approved by the deptt. and direction of engg-in-charge.

masonary work with flyash bricks

rcc m-20 work with crushed column foundation

plinth beam

col and beam

straightnening bent up or coiled MS rod or HYSD steel

16mm(5/8) thick cement plaster(1:6)

12mm(5/8) thick cement plaster(1:6)

wall painting 2 coats to walls with water proffing

25mm thick as flooring in cc (1:2:4)

supplyng all labours