Tahsil Nanpara Parisar me ek Samudayik Shauchalaya ka nirman karya_26

Earth work in excavation by mechanical means (hydraulic excavator) maunal means over areas ( exceding 30 cm in dept, 1.5 mtr. In widht as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 mtr. And for all lift as directed y engineer incharge all kind of soil.DSR-2.8.1

Sand Filling-Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.(DSR-2.27)

Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration

PCC Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size)(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: Cement mortar 1:6 (1 cement : 6 coarse sand)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand)

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering,finishing and reinforcement with 1:1.5:3 (1 cement :1.5 coarse sand derived from natural sources : 3 graded stone aggregate20 mm nominal size derived from natural sources).

Rcc works with cement approved coarse sand amd 20mm gauge apporved stone ballast in the proportion 1:2:4 in Slab excluding supply of reinforcement and its bending the same with 24GB binding wire and necessary centeing and shuttering etc.and also including supply of all materials, labour and T&P etc. required for proper completion of the work as per S.I.No.284

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete . Thermo-Mechanically Treated bars of grade Fe-500D or more.