WD No.7 Hanuman mandir Parisar me vishramalay nirman karya

E/W Excavatoin in foundaton all compt work.

Concrete with 4 cm guage brick ballast, sand of 1.25 FM and cement in proportion of 12:6:1 in foundation nd under floors including supply of all materials labour tools and plants etc. required for proper completion of work SI. 273

Laying CC road slab consisting of 1:1.5:3 cement , c.sand & approved 20 mm guage stone ballast over prepared sub grade after its rectification & bringing it to proper camber & including supply of all materials , labour tools & plants etc. requird for proper completion of work, finished to required templete as directed by Engineer-in-charge but excluding cost of all metals required for certification of the subgrade . SI 773 B

M-150 brick work in 1:4 cement and sand of 1.25 FM mortar in foundation and plinth including supply of all materials, labour and tools and plants etc. required for proper completion of work SI 305.

12 mm thick plaster with cement mortar in proportion of 1:3 cement and sand of 1.25 FM Over brick work minimum thickness not to be less then 10 mm including supply of all materials labour and T&P etc. required for proper completion of work. SI 582

E/W cutting in filling with cartage up 8 Km distance all compt work.

R.C.C. work in 1:2:4 with cement , coarse sand & stone ballast for slab etc all comp. Si no 284

Supply & binding of reinforcement steel in RCC work etc all comp. @1% of rcc qty. Si no 504

Putty

PVC pipe