Naveen tent sarasaulee varanasi se ramesh mistree ke ghar tak

Earthwork in cutting or in embankment in ordinary soil excavation pits not exceeding 1/2 meter (20") in depth and earth work in enbankment to be in 20cm (8") layers, including ramming and dressing the surface to required levels and slopes and also including 1.5m (5") lift and 30m (100') lead. the earth form cutting to be used in making embankent or to be deposited as spoil banks within 30m (100') distance as directed by the E/I. S.I.No-253 I/C Mechanical Compaction in layer by Road Roller

Earthwork Excavation in foundation in ordinary soil excavation to earth work in enbankment to be in 20cm (8") layers, including ramming and dressing the surface to required levels and slopes and also including 1.5m (5") lift and 30m (100') lead. the earth form bydistance as directed by the E/I. S.I. No 251

Concrete with 4cm. Gauge brick ballast, sand of 1.25 F.M. and cement in proportion of 12:6:1 in foundation and under floors including supply of all materials labour and tools and plants etc. required for proper completion for the work S.I. No-273

Providing and laying 350 mm Dia NP3 RCC hume pipe medium duty confirm to IS 458 : 2003 including collars / spigot jointed with stiff mixture of cement in the proportion of 1:2 including testing of joints all taxes transportation charges & contractor "s profit etc. complete.

M-150 brick work in 1:4 Cement and sand of 1.25 fineness modulous mortar in foundation and plinth including supply of all material, labour and T&P etc. required for proper completion of work. S.I. No-305

12 mm thick cement plasterin 1:4 cement morter I/C all material labour T&P proper complition to the work . S.I. No-584

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.

Providing and Laying of Rubber moulded ( Red colour/ grey colour ) Interlocking concrete Block Pavement havings thickness 80 mm including leveling and dressing of surface to required laval and slope spriding and moisting 30 mm thick local sand on bend filling joints with local sand etc . For proper complition of the work as per Drowing and Tecnical specification Clause 1504 . 50 % grey color

Providing and Laying of Rubber moulded ( Red colour/ grey colour ) Interlocking concrete Block Pavement havings thickness 80 mm including leveling and dressing of surface to required laval and slope spriding and moisting 30 mm thick local sand on bend filling joints with local sand etc . For proper complition of the work as per Drowing and Tecnical specification Clause 1504 .50% red color

Construction of K.C. drain with precast of C.C. Blocks size (400x325 mm) laid in flat position (37.5 mm in length )and kerb stone (300mm in length)including cost of Base Concrete in 1:6:12 cement sand and O.B.B Including cost of all material labour T&P etc,proper complition to the work . as per S.E.RED VNS Estimate no 01 dt- 22.08.2015