Diwani Kachehari Me Abhiyojan Karyalay Ka Nirman Karya

Excavation in Foundation As Per DSR 2.6

Sand Filling in Foundation and plinth DSR 2.27

1.4:8 (1 cement: 4 fine sand derived from natural 3 sources: 8 grade stone aggregate 40 mm nominal derived from natural sources. DSR 4:1:8

Brick work with common burnt clay F.P.S(non modular)bricks of class designation 7.5 in foundation and plinth in 1:6 (1 cement: 6 coarse sand) dsr 6.1.2

Brick work with common burnt clay F.P.S(non modular) bricks of class designation 7.5 in super 5 structure above plinth level up to floor V level in all shapes and size in 1:6 (1 cement: 6 coarse sand) dsr 6.4.2

Excavating, supplying stacking and filling of the 6 local earth (including royality) by machanical transport upto a lead of 5 km.dsr 2.25(a)

Providing and laying in postion cement concrete 1:1.5:3 (1 cement: 1.5 corse sand derived from 7 the natural sources: 3 graded stone aggregate 20 mm nominal derived from natural sources) dsr 5.1.2

RCC Work in wall (any thickness), including attached pilasters butteresses, plinth and string 8 courses, fillets, columns, pillars, piers etc 1:1.5:3 (1 cement: 1.5 coarse sand and 20 mm nominal size derived from natural sources).dsr5.2.2

RCC Work in wall (any thickness), including attached pilasters butteresses, plinth and string 9 courses, fillets, columns, pillars, piers etc 1:1.5:3 (1 cement 1.5 coarse sand and 20 mm nominal size derived from natural sources).dsr5.2.2

RCC work in beam, suspended floors, roofs having slope upto 15% landing, balconies, shelves, chajjas, lintels,band with 1:1.5:3 mix etc complete.dsr 5.3