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| 1 | Excavation in founadtion in ordinary soil (loamclay or sand) including lift up to 1.5 m 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 upto a distance of 30m, from the foundation trenches including all T & P phowarah and basket etc. complete. S.I. No-251 |
| 2 | Concrete with 4cm. Gauge brick ballast, sand of 1.25 F.M. and cement in proportion of 1:6:12 in foundation and under floors including supply of all materials labour and tools and plants etc. required for proper completion for the work S.I. No-273 |
| 3 | M-150 brick work in 1:4 Cement and sand of 1.25 fineness modulous mortar in foundation and plinth including supply of all material, labour and T&P etc. required for proper completion of work. S.I. No-305 |
| 4 | 12 mm thick cement plasterin 1:4 cement morter I/C all material labour T&P proper complition to the work . S.I. No-584 |
| 5 | Earthwork in cutting/Filling in Embankment in ordinary soil excavation to be the form of regular pits not exceeding 1/2 meter (20\\") in depth and earth work in enbankment to be in 20cm (8\\") layers, including ramming and dressing the surface to required levels and slopes and also including 1.5m (5\\") lift and 30m (100') lead. the earth form by cartege up to 6 km distance as directed by the E/I. S.I. No 253 Analysis |
| 6 | 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 per Technical Specification Clause 401. |
| 7 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 8 | Providing and Laying of Rubber moulded ( Red colour/ grey colour ) Interlocking concrete Block Pavement havings thickness 80 mm including leveling and dressing of surface to required laval and slope spriding and moisting 30 mm thick local sand on bend filling joints with local sand etc . For proper complition of the work as per Drowing and Tecnical specification Clause 1504 . |
| 9 | Construction of K.C. drain with precast of C.C. Blocks size (400x325 mm) laid in flat position (37.5mm in length) & kerb stone (300mm in length)including cost of Base Concrete in 1:6:12 cement sand & O.B.B Including cost of all material labour T&P etc,proper complition of work |
| 10 | Supply and fixing of gully chamber cover 300*300*500 mm |
| 11 | Supply and fixing of PVC pipe 110 mm dia ISI mark for drainage SI no.23(31) SOR 2020 p.no. 10 Rate=225x1.1=247.50 per rmt |
| 12 | Painting and varnishing new iron work in small area or new wood with one coat (upto 1sqm) of readymix priming paint and one coat of approved superior quality readymix paint of clear synthetic varnish including supply of materials and T&P etc required for proper completion of work paint to be used should confirm to the S.I. No (641+642) |
| 13 | Supply of infomatary M.S sign board Size (1.2x0.90) Made of 0.8 mm M.S.Sheet fixed in ISA 40x40x5 mm frame supported in back side by 32x5 mm fiat iron on all four side along with two vertical post of 2.90 mt from bottom of frame of angle iron ISA 40X40X5 mm with 0.25 m long horizontal lag ellectrically welded and painted with one coat synthetic enamel paint Please Enable Macros to View BoQ information |
