Construction of cc road and drain near plot of gaurav joshi to Muslim in Moh Majhra ward no-6 Saifni

Excavation in foundation in ordinary soil with lift upto 1.50 m lead upto 30m including watering

Cement Concrete with 4cm gauge approved Stone ballast coarse sand and cement in proporation of 8:4:1 inculuding supply of all materail labour and T&P etc.required for proper completion.

M-150 brick work in 1:5 with one cement and five course sand mortar in foundation and plinth (Substructure) inculuding supply of all meterials,labour and T&P etc.reuired for proper complete of work.

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

Cast cement concerete in doors sills chaukhat boundary posts shelves and similar small work with cement approved coarse sand and 2cm gauge grit

12mm thick plaster in 1:5 with one part cement and five part of approved coarse sand mortar including supply of all material, labour and T&P etc. required for proper completion of work.

R.C.C. work with cement approved coarse sand and 4cm gauge approved grit in proportion of 1:1.5:3 in slabs excluding supply of reinforcement and lits bending but including its fixing and binding the same with 24 B.W.G.G.I Binding wire and including necessary centering and shuttering etc. supply of all material, labour and T&P etc. required for proper completion of work binding wire of supplied bu the contractor free of cost.

Supplying, fitting and placing un-coated HYSD bar Reinfrcement in foundation complete as per Drawing and Technical Specifications complete as per MORTH IInd Revision 2019 Specification 1600.

Construction of un-reinforced dowel jointed at expansion and construction joint only plain cement concerte pavement thickness as per design over a prapared sub base with 43 grade cement or any other type as per clause 1501.2.2 M30 coarse sand and

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