|
| 1 | Site clearence |
| 2 | Excavation in foundation in ordinary soil(loom clay or sand)including lift upto 1.50meter and lead upto 30 meter andincluding filling, watering and ramming of excavated earth intothe trenches or into the space between the building and sides offoundation trenches or into the plinth and removal and disposalof surface earth as directed by the E/I upto a distance of30meter from the foundation trenches |
| 3 | P/L Cement concrete with 4cm gauge brick ballast, fine sand of1.25 finess modulus and cement in the proportion 12:6:1 infoundation and under floors including supply of all materials,labour and tools and plant etc required for the propercompletion of work as per Si. No. 273 sand of 1.25fm. Andcement in preportion of 8:4:1 in foundation i/c all as per Si.No.281 |
| 4 | R.C.C work in 1:1.5:3 for footing of column foundation substructure complete as per drawing and technical specificationwith cement with aproved coarse sand and 2. cm aproved stonegrit propation of 1:11/2:3 in cover SI NO 284A. |
| 5 | Supplying ,fitting and placing HYSD bar reinforcement in substructure complete as per drawing and Technical Specificationas per SI no -303 |
| 6 | M-150 Sub Class(A) brick work in 1:4 cement cement and sandof 1.25 finess modulus in Ramp, Bitumen Tank and otherstructure i/c supply of all material, labour T&P required forproper completion of work as per Si. No. 303 |
| 7 | 12mm thick plaster work with cement mortar in proportion of1:3 cement and sand of 1.25 FM over brick work minimumthickness not less then 10mm including supply of all materialslabour curing and T&P etc.required for proper completion ofthe work as per SI NO -582 |
| 8 | Fabrication and supply & fixing of mild steel grill as per designincluding the stair case railings etc. with square and round bars,M.S. angle iron. T-iron, M.S. charge supply of all steel and itswastage, cutting & drilling holes and welding where necessaryincluding each joints to be perfectly welded and joinedincluding supply of all materials, Nuts, Bolts, labour, tool &plants etc. and also including special machinery such as drillingof welding grinding plants etc. as required for the propercompletion of the work and supplying a coat of red lead (As per |
| 9 | Wall painting (two coat) with plastic emulsion paint of firstquality approved brand manufacturer on undecorated wallsurface to give an even shade including and throughly brushingother sand peapaerd smooth SI NO NBO 1857 |
| 10 | Earth work in cutting or in embankment in ordinary soilexcavetion to be in the from of regular pits not exceeding 1/2moter (20\\")in depth and earth work in embankment to be in 20cm (8\\") layers, Including ramming and deessing the surface torequired levels and slopes and also including 1.5m (5\\") lift and30m (100\\") lead. The earth cutting to be used in makingenbankment or to be deposited as spoil banks within 30m(100\\") distance in directed by the E/Las per SOR NO.253 + |
| 11 | Construction of granular sub-base by providing Shankargarhmaterial, spreading in uniform layers with motor grader onprepared surface and compacting in two layers at OMC withsmooth wheel roller to achieve the desired density, completeas per Technical Specification Clause 401. |
| 12 | Supply of 80mm thick I-shape zig-zag mechanicaly comprasedInter locking cement concrete Pavement block 200x(600+120)mm with 5mm thick toping of O.P Cement mixed 25% makepaver block Tata Red (445/446) as oer SOR NS.-10 |
| 13 | Add for G.S.T. @ 18% Please Enable Macros to View BoQ information |
