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| 1 | E/W in cutting or in embankment in orinary soil excavation to be in the from of regular pite not be exceeing 0.50 m in depth and earth work in embankment to be in 20 cm layers including ramming and dressing the surface to required levels and slopes and also incluing 1.5 m lift and 8km lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30m distance as directed by the engineer in charge. |
| 2 | Cement Concrete with 4 cm gauge approved stone ballast, coarse sand & cement in the proportion of 12:6:1 including supply of all materials, labour, Tools & plants etc. Required for proper ompletion of the work. |
| 3 | Supplying, fitting and placing with MS bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 including bending for proper and necessary completion of the work and including supply of steel and wastages, bends, hooks and authorised overlapping shall be measurised as per direction of Engineer-in-charge. |
| 4 | R.C.C. work with Cement approved coarse sand and 2 .(3/4\") gauge approved stone ballast in the proportions of 1:1.5:3 in lintels fo doors and windows excluding supply of nforcement and its binding but including its fixing and binding the same with 24 B.W. G.G.I., binding wire and including necessary ring and shuttering etc. and also including supply of all materials, labour and T & P etc. required for proper completion of the work. Excluding cost of Binding wire. |
| 5 | First class Brick Work in 1:4 cement & Coar sand 1.25 M. mortar in foundation and plinth including supply of all materials, labour and T&P etc. requried for proper completion of the work. |
| 6 | 12 mm thick plaster with cement and Coar sand of 2.20 fineness les in 1:4 over brick work minimum thickness not to be less than 1cm. cluding supply of all materials, labour, tools & plants etc. equired for proper completion of the work. |
| 7 | Cement Concrete with 2 cm gauge approved stone ballast, coarse sand & cement in the proportion of 4:2:1 including supply of all materials, labour, Tools & plants etc. requiredfor proper completion of the work. |
| 8 | 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 vibratory roller to achieve the desired density, complete as per clause 401 |
| 9 | Laying & supplying of 80 mm precast cement concrete I- shape coloured Interlocking paver blocks with top layer of minimum 8 mm thickness having plan dimesion 200X(160+120mm)OP Cement,smoot high gloss finish skid resistant manufactured from rubber moulds through vibro-compression mechanism.The compressive strength of concrete paver block shall not be less than 30 Mpa (m -30) and weight 5 kg per no. conferming to IS:15658-2006 including cost of material ,labour ,T &P etc.required for proper completion of the work as directed by Egneer -in charge .But excluding up TT which shall be paid extra as rules as per item no.9 |
| 10 | Laying & supplying of 80 mm precast cement concrete I- shape Interlocking paver blocks with top layer of minimum 8 mm thickness having plan dimesion 200X(160+120mm)OP Cement,smoot high gloss finish skid resistant manufactured from rubber moulds through vibro-compression mechanism.The compressive strength of concrete paver block shall not be less than 30 Mpa (m -30) and weight 5 kg per no. conferming to IS:15658-2006 including cost of material ,labour ,T &P etc.required for proper completion of the work as directed by Egneer -in charge .But excluding up TT which shall be paid extra as rules as per item no.9 |
| 11 | Supply and fixing of granite stone for inauguration |
| 12 | Add 18 % GST Amount Please Enable Macros to View BoQ information |
