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| 1 | Dimantling brick work or stone work in lime or cement mortar and including stacking of materials as directed be the Engineer-in-charge within a distance of 60 meter (200 feet). |
| 2 | Dismentling of old tiles |
| 3 | E/W in cutting or in embankment in ordinary soil excavation to be in the from of regular pits not be exceeding 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 slop and also including 1.5 m. lift and up to 15 km .SI NO. 253A+261B+231B |
| 4 | P.C.C.(1:6:12) cement fine sand and brick Ballast in foundation and under floorsincluding supply of all materials labour tools and plants etc. required for proper completion of the work. s.i no 273 |
| 5 | Supplying, fiting and placing HYSD bar reinforcement in Foundation Complete as per Drawing and technical specifications Clause 1000 and 1202 |
| 6 | R.C.C. Work with cement, approved coarsesand & 2 cm (3/4\") guage approved stone ballast in proportions of 1:1.5:3 in R.C.C,SLABexcluding supply of reinforcement and its bending. But including its fixing and binding wire and including necessary centering and shuttering etc. and supply of all materials,labour, tools & plants etc. required for proper completion of the work Excludingcost of binding wire.si no. 284 new item slab |
| 7 | Construction of granular sub base (GSB) by providing coarse grade material spreading in uniform layers with mortar grade on prepared surface mixing by mix in place method with rotavetar at OMGSB/RBM spreaing in uniform layor mortar grader on prepared surface mix in place method with rotavaror at OMC at compacting with vibratory roller to achive the desired complete surface. |
| 8 | Supplying & Laying of 80 mm precast cement concrete I -shapeInterlocking paver blocks with top layer of minimum 8 mm thickness having plan dimesion 200x(160+120mm) O.P. 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 30Mpa (m-30) and weight 5kg per no. conferming to IS:15658-2006 including cost ofmaterial ,labour ,T&Petc required for proper completion of the work as directed by Egneer-in charge.(COLOUR ISI MARK INTERLOKING TILES) |
| 9 | Supplying & Laying of 80 mm precast cement concrete I -shapeInterlocking paver blocks with top layer of minimum 8 mm thickness having plan dimesion 200x(160+120mm) O.P. 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 30Mpa (m-30) and weight 5kg per no. conferming to IS:15658-2006 including cost ofmaterial ,labour ,T&Petc required for proper completion of the work as directed by Egneer-in charge.(COLOUR ISI MARK INTERLOKING TILES) |
| 10 | Laying of interlocking tiles of 60 to 80 mm thick including levelling and dressing of surface up to required level and slopes filling joints with local sand including cost of labour, T&P etc complete But excluding cost of material as directed by Engineer in charge. |
| 11 | M 150 (1:4) Brick Work ,coarse sand including supply of all materials labour T&p etc.required for proper completion of the work . s.i no 305 a |
| 12 | 12 mm thick plaster (1:4) with cement & coarse sand minimum thickness n-ot to be less than 1 cm including supply of all material labour T&P etc. required for proper completion of the work s.i no 583 |
| 13 | Cement Concrete with 2 cm guage approved stone ballast, Coarse sand & cement in the materials, labour Tools & plants etc. required for proper completion of the work.si no.279 |
| 14 | Supply of fixing of Board |
| 15 | GST |
