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| 1 | Excavation in foundation in Black cotton/Kankar mixed soil (loam clay or sand) including lift up to 1.5m and lead up to 30m. and including filling, watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge up to a distance of 30m. from the foundation trenches including all T&P phowarah and basket etc. complete. with Parapet SI No. 253 |
| 2 | Excavation in foundation in Black cotton/Kankar mixed soil (loam clay or sand) including lift up to 1.5m and lead up to 30m. and including filling, watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge up to a distance of 30m. from the foundation trenches including all T&P phowarah and basket etc. complete. with Parapet SI No. 253 |
| 3 | Concrete with 4 Cm. gai Fine sand of 1.25 F. M. and cement in proportion of 12 : 6 : 1 in foundation and under floors including supply of ige brick ballast, all materials, labour and tools and plants etc. required for proper completion of the work.S.I. No. 273 |
| 4 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 In 1:4 Cement mortar |
| 5 | Plastering with cement mortar (1:4), 12 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204. |
| 6 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted 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 per Technical Specification Clause 401. |
| 7 | Providing and laying of Rubber moulded Red color interlocking concrete block pavements having thickness 80mm including leveling & dressing of surface to required level & slope, spreading & moisting 30mm thick local sand on bed, filling joints with local sand etc. for proper completion of the work as per drawing and technical specification clause 1504 |
| 8 | Providing and laying of Rubber moulded grey color interlocking concrete block pavements having thickness 80mm including leveling & dressing of surface to required level & slope, spreading & moisting 30mm thick local sand on bed, filling joints with local sand etc. for proper completion of the work as per drawing and technical specification clause 1504 |
| 9 | Excavation in foundation in Black cotton/Kankar mixed soil (loam clay or sand) including lift up to 1.5m and lead up to 30m. and including filling, watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge up to a distance of 30m. from the foundation trenches including all T&P phowarah and basket etc. complete. with Parapet SI No. 253 |
| 10 | Concrete with 4 Cm. gai Fine sand of 1.25 F. M. and cement in proportion of 12 : 6 : 1 in foundation and under floors including supply of ige brick ballast, all materials, labour and tools and plants etc. required for proper completion of the work.S.I. No. 273 |
| 11 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 In 1:4 Cement mortar |
| 12 | Plastering with cement mortar (1:4), 12 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204. |
| 13 | Supply and fixing of Railing including all complete |
| 14 | Supply, installation & commissioning with 5 yrs warranty with comperhensice maintainance of complete (Solar PV module-75 Watt lithium-fero phosphate Battery 12.8/volt 30 ah LED Luminaire-12 Watt max G.I. pole 6 mtr Cable Battery Box & other hardware according to aggrement) |
| 15 | Aanusangic Charge/Contingency |
| 16 | Excavation in foundation in Black cotton/Kankar mixed soil (loam clay or sand) including lift up to 1.5m and lead up to 30m. and including filling, watering and ramming of excavated earth into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge up to a distance of 30m. from the foundation trenches including all T&P phowarah and basket etc. complete. with Parapet SI No. 253 |
| 17 | Cement concrete with 4 cm. gauge approved stone ballast, approved coarse sand and cement in the proportion of 8 : 4 : 1 including supply of all materials, labour and T&P etc. required for proper completion of the work S.I. No. 281 |
| 18 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 In 1:4 Cement mortar |
| 19 | Plastering with cement mortar (1:4), 12 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204. |
| 20 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 21 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 22 | P/F of Pre Cast RCC Benches |
| 23 | P/F of Sign Board Please Enable Macros to View BoQ information |
