Repair work on the community toilet in the court complex.

Dismantling existing plaster including stacking of dismantled materials with in 60 m distance as directed by Engineer Incharge. S.I. No-706

Excavation in foundation in ordinary soil (Loam clay, or sand ) including lift upto 1.5 m & lead up to 30.0 Mtr & including filling,watering and ramming ofexcavated earth in to the trenches or in to the space between the building and the sides of foundataion trenches or in to the plinth and removal & disposal of surplus earth as directed by the Engineer- In-Charge up to a distance of 30.0 Mtr from the foundation trenches .as per S.I no 251

Cement concrete with 40mm gauge approved stone ballast, coarse sand and cement in proportions of 1:4:8 including supply of all materials, labour, tools & plant etc required for proper completion of the work. S.I. No-281

M-150 class brick work in 1:4 cement coarse sand.up to plinth level all complete work

12 mm thick plastering work in 1:4 cement sand mortor all compltete work

Oil Bound with Distemper of approved quality Three coat

R.C.C. work with cement approved coarse sand of 2.5 F.M. and 2cm (3/4'') Gauge approved stone grit in propottions of 1:2:4 on lintels of door and windows excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I. Binding wire and including necessary centering and shuttering etc. and also including supply of all materials, labour, T&P etc required for proper completion of the work including cost of binding wire. (S.I. No-284 )

Mild Steel or iron in plain work such as RCC or R.B. work wrought to required shape as necessary including bending for proper competition of work and including supply of all steel & wastage and over lapping and hooks. (S.I. No-504)

s/f of 8-10 mm thick vetrified tiles over bed of cement sand mortor all complete work

S/F 6mm (1/4") china white glazed tile in flooring 1:3.