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| 1 | Site clearence |
| 2 | Ecavation in foundation in ordinary soil(loom clay or sand) fuocluding lift upto 1.50 meter and lead upto 30 neter and iecluding filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of Rundation trenches or into the plinth and removal and disposal of surface earth as directed by the E/l upto a distance of 30meter from the foundation trenches. SOR NO 251 |
| 3 | Gement concrete with 4 cm gauge approved stone ballast,approved coarse asnd and cement in proportion 8:4:1 inincluding supply of material labour , T&P etc as reqired for proper completion of the work ,as the pre SI NO-281 |
| 4 | R.C.C work in 1:1.5:3 for footing of column foundation sub structure complete as per drawing and technical specification with cement with aproved coarse sand and 2. cm aproved stone grit propation of 1:11/2:3 in cover SI NO 284A. |
| 5 | Supplying .fitting and placing HYSD bar reinforcement in sub- structure complete as per drawing and Technical Specification as per SOR NO -504 |
| 6 | M-150 Sub Class(A) brick work in 1:4 cement cement and sand of 1.25 finess modulus in Ramp, Bitumen Tank and other structure i/c supply of all material, labour T&P required for proper completion of work as per Si. No. 303 |
| 7 | 12mm thick plaster work with cement mortar in proportion of 1:3 cement and sand of 1.25 FM over brick work minimum thickness not less then 10mm including supply of all materials labour curing and T&P etc. required for proper completion of the work as per SI NO -582 |
| 8 | Earth work in cutting or in embankment in ordinary soilexcavetion to be in the from of regular pits not exceeding 1/2 moter (20\\")in depth and earth work in embankment to be in 20 cm (8\\") layers, Including ramming and deessing the surface to required levels and slopes and also including 1.5m (5\\") lift and 30m (100\\") lead. The carth cutting to be used in making cnbankment or to be deposited as spoil banks within 30m (100\\") distance in directed by the E/Las per SOR NO.253 + Cartage upto 8 km |
| 9 | Ealication and supply & fixing of mild steel grill as per design ncluding the stair case railings ete. with square and round bars, M.S. angle iron. T-iron, M.S.charge supply of all steel and its wastage, cutting & drilling holes and welding where necessary clading cach joints to be perfectly welded and joined urcluding supply of all materials. Nuts, Bolts, labour, tool & olants ete and also including special machinery such as drilling yf welding grinding plants ete. as required for the proper completion of the work and supplying a coat of red lead (As per marker rate) |
| 10 | Construction of granular sub-base by providing well graded naterial, spreading in uniform layers with motor grader/ tractor mounted appropriate equipment on prepared surface, mixing by nix in place method with rotavator at OMC, and compacting with smooth MORD Specific - ations 401 |
| 11 | S L. of sand filling |
| 12 | Supply &Laying of 80mm thick interlocking cost of all labours matarial etc./sqm Cost |
| 13 | Wall painting (two coat) with plastic emulsion paint of first quality approved brand manufacturer on undecorated wall surface to give an even shade including and throughly brushing other sand peapaerd smooth SOR NO NBO 18.57 |
| 14 | Add for G.S.T. @ 18% Please Enable Macros to View BoQ information |
