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| 1 | Excavation in foundation in ordinary soil including lift upto 1.5m and lead upto 30m requiring the use of special T&P As per S.I. No. 251. |
| 2 | Cement concrete with 4cm gauge brick ballast,fine sand 1.25FM and cement in the proportion of 12:6:1 in foundation and under floors including supply of all material labour and T&P etc required for the proper completion of the work.As per S.I. No. 273 |
| 3 | Brick masonry work in 1:4 cement mortar in foundation complete excluding pointing and plastering, as per drawing and Technical Specification Clauses 600, 1202 & 1203 |
| 4 | 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 smooth wheel roller to achieve the desired density, complete as perTechincal Specification clause 401 |
| 5 | Providing and laying of Interlocking Concrete Block Pavements having thickness 80mm as per drawings and Technical Specification Clause 1504. Grey |
| 6 | Providing and laying of Interlocking Concrete Block Pavements having thickness 80mm as per drawings and Technical Specification Clause 1504. Colour |
| 7 | P.C.C consisting of 1:2:4 cement,coarse sand and approved 20mm gauge stone grite including supply of all materials, laboursand T&P etc all required for proper completion of the work SI- 279b. |
| 8 | 12 mm thick plaster with cement mortar consisting of one part of cement and four part of sand of 1.25 F.M. Minimum thickness not less than 10 mm including supply of all materials, labour T&P etc.required for proper completion of work.As per SI No-584. |
| 9 | R.C.C. in 1:2:4 cement C.sand & 20mm dalla stone grite with proper completion of work in cover as per SI No -283 |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. DSR 5.22.6 |
| 11 | P/L 450 mm dia RCC hume pipe NP-3 including collars/spigot jointed with stiff mixture of cement in 1:2 including testing of joints. |
| 12 | Providing and laying non-pressure NP3 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : DSR 19.6.4 only labour |
| 13 | S/F fixing of 100 mm dia PVC Pipe |
| 14 | S/F fixing of 150 mm dia PVC Pipe |
| 15 | Providing and fixing of Granite stone sign board i/c all Please Enable Macros to View BoQ information |
