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| 1 | Earthwork in cutting or in embankment in ordinary soil excavation 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 cutting to be used in making embankent or to be deposited as spoil banks within 30m (100') distance as directed by the E/I. S.I.No-253 I/C Mechanical Compaction in layer by Road Roller DSR 1.1.2 |
| 2 | 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 |
| 3 | 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 |
| 4 | 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 |
| 5 | 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 |
| 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 Agrigates of specific sizes to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling ,with three wheel 80-100 kn static Rollar in stage of proper grade and camber , applying and brooming stone screening /binding material to fill up the interstices of coarse aggrigates ,watring and compacting to the required density Grading -3 as per Technical Sprcification clause 405 ( Excludiding cost of Materials ) By Manual Means |
| 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 | 50 % GREY |
| 10 | 50 % RED |
| 11 | Laying cement concrete P.C.C.) Road With 2 cm gauge approved stone ballast approve coarse sand and cement in the proportion of 1:2:4 including supply of all materials labour and T&P etc required for proper completion of the work. 279 (b) |
| 12 | Painting or varnishing new iron work in small area or new wood with two coat of redy mixed priming paint and two coat of aproved superior quality ready mix paint (2nd quality synthetic enamel paint of approved brand such as British paint shalimar,Ashian,or equivalant as approvedby E/I)or varnish including supply of all material labour ,T&P etc. required for proper complition to the work paint to be used confirm the I.S.I. No 103-1950 S.I.NO-641+642 |
| 13 | S/Fixing of infomatary M.S sign board Size (1.2x0.90) Made of 18 mm gauge M.S.Sheet fixed in ISA 40x40x5 mm frame supported in back side by 40x5 mm fiat iron on all four side along with two vertical pont of 2.15 mt from bottom of frame of angle iron ISA 40X40X5 mm with 150 mm long horizontal lag at bottom braded with 40x5 mm flat iron ellectrically welded and pointed with one coat red oxide primer S.S. NO. 503 Please Enable Macros to View BoQ information |
