in ward 3 shekhpur pashchimi retaining wall earth filling and railing work near din dayal sarowar

Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.dsr-2.8

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-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) dsr-2023 4.1.8

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1 :1.5:3 (1 cement : 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) dsr-5.1.2

Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.dsr-5.9.1

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Mild steel and Medium Tensile steel bars dsr-5.22.1

Earthwork in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 0.50 meter in depth and earthwork in embankment to be in 20 cm layers including ramming & dressing the surface to required levels and slopes and also including 1.50 metre lifts and 30 Mtr. lead. the earth from cutting to be used in making embankment or to be deposited as spoil banks within 30.00 meter distance by the Engineer-in- caratge Earth S.I. No. 253

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 :4 (1 cement : 4 coarse sand) dsr-2023 6.1.1

12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand) dsr-2023 13.1.1

Cement concrete flooring 1 :2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement sluny, but excluding the cost of nosing of steps etc. complete 40 mm thick with 20 mm nominal size stone aggregate dsr11.3.1