KALYAN MANDAP AT MANGALLA SALA IN WARD NO-01

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.

R.C.C work in M-20 grade of concrete with 20mm & down graded size CBHG chips including Base column

plinth band

lintel

column & Beam

roof slab

chajja

cutting,straghtning coiled or bent up

Fly ash brick masonary in cement mortar (1:6) wall verandha

in superstructure

16mm thick cement plasterin cm(1:6) for brick masonary

12mm thick cement plaster in cm(1:6) for brick masonary

12mm thick cement plaster in cm(1:3) for in celing

12mm thick cement in cm(1:4) for brick masonary

supplying fitting & fixing verified tiles in floors of size 600mmx600m

painting two coats with any approved weather coat paint

ditemper inside

street surface

providing ,fitting & fixing if AI door with

supplying fitting & fixing ms door & window of approved design

supplying fitting & fixing of window(sliding types)

electrification inside

add for sign board and photograph (pre during and post)