in ward 3 shekhpur pashchimi in front of shishu mandir school beautification of talab

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. : . As per DSR 2.31

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.Hard rock (requiring blasting) .As per DSR 2.7.2

Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : .300 mm dia piles As per DSR 20.3.1

Extra over single under ream for providing additional bulbs in underreamed piles, under specified diameter(only the nos. of extra bulbs are to be paid) : .300 mm dia piles As per DSR 20.4.1

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.Hard rock (requiring blasting) .As per DSR 2.7.2

Earth work in cutting or in embankment in ordinary soil, excavtion to be in the form of regular pits not exceeding 0.50 mtr. In depth and earth work in embankment to be in 20 cm. Layers, including ramming and dressing the surface to required levels and slops and also including 1.5 meter lift and 30 meter lead the earth from cutting to be used in making embankment or to be deposited as spoil bank within 30 meter distance as directed by Engineer incharge.with 5.0.km cortege As per DSR 2.25(a)

Concrete with 4 cm gauge brick ballast fine sand of 1.25 F.M. and cement in proportion of 1:4:8 in foundations and under floors including supply of all materials, labour, tools & plants etc. required for proper completion of the work.As per DSR No.4.1.8

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(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).As per DSR-5.3

Mild steel or iron in Plain work such as RCC or R.B. work(when not inclded in an over all rates) wrought torequired shape as necessary including bending for proper completion of the work and including supply of all steel and wastage and over lapping and hooks... As per DSR No.5.22.6