Construction of Plantro and curv stone and granite display board in Moh photochungi ward no-7 Rampur

Excavation in foundation in ordinary soil( Loam,clay or sand) including lift up to 1.5 M,and lead upto 30 M and including filling watering and ramming of excavated earth into the trenches or into the plinth and removal and disposal of surplush earth as directed by the Engineer-in-charge up to a distance of 30 M from the foundation trenches (Where machine con not reach/move) For building work only,(Excluding royalty)

Earthwork in cutting or in embankment by manual mean in ordinary soil, excavationto be in the from of regular pits not exceeding1/2 meter (20") depth and earth work in embankment to be in 20cm (8") layers including ramming and dressing the surface to required level and slopes and also including 1.5 M(5') lifts and 30M (100ft) lead.distanceas directed by the engineer-in-charge

Cement Concrete with 4cm gauge approved Stone ballast coarse sand and cement in proporation of 12:6:1 inculuding supply of all materail labour and T&P etc.required for proper completion.

M-150 brick work in One part cement and Six part Fine sand in foundation and plinth including supply of all materials, labour & T&P required for proper completion of work as per SI.No. 303

M-150 brick work in One part cement and Six part Fine sand in superstructure including supply of all materials, labour & T&P required for proper completion of work as per SI.No. 303 & 310.

12mm thick plaster in 1:4 with one part cement and four part of approved coarse sand mortar including supply of all material, labour and T&P etc. required for proper completion of work.

Cement Concrete with 4cm gauge approved stone ballast coarse sand and cement in proporation of 4:2:1 but with 2 cm gauge stone grit instead of 4cm gauge stone ballast including supply of all materials labour and T&P etc for proper completion of work.

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).

Applying Oil Bond distempering/ snowcem with primer coatincluding supply of all material ,labour and T&P etc.required for proper completion of work

Supply & fixing innaurgation stone board including supply of all materials labour and T&P etc for proper completion of work.