Tender For Under District Ayodhya, Construction Of Cc Road And Drain From Kara House At Punhad To To Nibulal House, Lot No 2 - Earth Work In Cutting Or In Embankment In Ordinary Soil Excavation To Be In The Form Of Regular Pitsnot Exceeding .5 Mt In Depth, ayodhya-Uttar Pradesh

Tender For Under District Ayodhya, Construction Of Cc Road And Drain From Kara House At Punhad To To Nibulal House, Lot No 2 - earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pitsnot exceeding .5 mt in depth andwork in embankment to be in 20 cm . Including ramming and dressing the surface to reqquired levels and slopes &also including 1.5m lift &30 m lead including royloty required for proper complition of the work as per direction of E/I of the work including two lead &one lift etc.with out royloty charges (as per. S.I.253 (cartage of earth upto 5 Km) 2 Excavation for foundation in ordinary soil including normal lead and lift with all completion of work and including disposal upto three chain minimum. As per SI no-251.Schedule Rate 3 Providing and laying cement Concrete 1:3:6 (1 cement : 3 fine sand :6 graded brick ballast / stone ballast40 mm normal size) including supply of all materials,labour and T & P etc,required for proper completion of the work.As per SI No-273 4 First class b/w in 1:4 in cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc required for proper completion of work. Asper S.I.No.305(B) 5 Construction of g well graded Granular sub-base by providing material,spreading in uniform layers with motor grader on prepared surface ,mixing by mix in place method with rotavator at at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. 6 Construction of grade 3 Granular sub-base by providing material,spreading in uniform layers with motor grader on prepared surface ,mixing by mix in place method with rotavator at at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. 7 C.C. work in 1:1.5:3 cement C/Sand/20mm S/gritt 8 REINFORCEMENT STEEL WORK WITH CUTTING BENDING AND BINDING DSR 5.22.6 9 12mm thick Plaster with cement mortar in proportion of 1:4 with Course sand SI No. 586 (a) 10 Supply and fixing of granite stone information board i/c letter writingetc at site

INR 1180 /-

INR 25.37 Lakhs /-

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