Sikrara gram pura baghela Mein aspataal Ke Piche Hume pipe

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 for all lift, as directed by Engineer-incharge. DSR 2.6.1 Chamber

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 4.1.8

Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. DSR 2.25A

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 6.1.1

15 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) DSR 13.5.1

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 slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate DSR 11.3.1

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-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). DSR 5.3

Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform DSR 5.9.3

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 5.1.3 (2023) DSR 5.22.1

Providing and laying 900 mm dia NP-3 RCC hume pipe medium duty confirm to IS458:2003 including collors/ spigot jointed with stiff mixture of cement in the proportion of 1:2 (1 cement and 2 fine sand) including testing of joints, all taxes, transportation charges & contractore's profit etc. complte.

Earth work in cutting or in embankment in ordinary soil excavation to be the fork of regular pits not exceeding 1/2 meter (20") in depth and earth work in embankment to be in 20 cm (8") layers, including ramming and dressing the surface to required levers and slopes and also including 1.50 m (5") lift and 30 m (100') lead. The earth form cutting to be used in making embankment or to be deposited as spoil banks within 30 m (100') distance as directed by the E/I as per S.I. No. 253

S/F of Signboard and photography

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