MS Grill and land scaping work in ward 6 under flyover on tehsil side

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-2023 2.8 .1 cartge upto 5 km

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

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

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-2023 5.1.2

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-2023 5.22.1

Centering and shuttering including strutting, propping etc. and removal of form for. Foundations, footings, bases of columns, etc. for mass concrete dsr-2023 5.9.1

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)

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)

1 :2:4 (1 Cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)).DSR 4.2.3