|
| 1 | Excavation in foundation in ordinary soil (loamclay 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 sides of the foundation trenches or into the plinth and removal and disposal of surplus earth ad directed by the Engineer incharge up to a distance of 30m. form the foundation trences including T&P phowrah and basket etc. complete. as per SI No. 251 |
| 2 | Earth work in cutting or in embankment in ordinary soil i/c lead up to 30m distance & lift up to 1.5 m. required for proper completion of the work but 3 km cartage extra. As per SI.No. 253 |
| 3 | Concrete with 4cm. gauge brick ballast, sand of 1.25 F.M.and cemenet in proportion of 12:6:1 in foundation and under floors including supply of all materials labour and tools and plants etc. required for proper compelition for the work. As per S.I.No. 273 |
| 4 | 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 |
| 5 | 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. |
| 6 | 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 crushable screening to fill-up the interstices of coarse aggregtate watering and compacting to the required density grading 3 as per Technical Specification clause 405. |
| 7 | Construction of unreinforced, dowel jointed at expansion and construction joints only, plain cement concrete pavement, thickness as per design, over a prepaired sub base, with 43 Grade cement or any other type as per clause 1501.2.2, M 30 (Grade), coarse and fine aggregates conforming to IS383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mixed design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film,wedges, steel plate, including levelling the formwork as per drawing), spreading the concrete with shovels, rakes,compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501 . |
| 8 | 12mm thick plaster with cement mortar(1:4) consisting of 1 part cement and 4 part approved coarse sand 1.25F.M. Minimum thickness not be less than 10mm including supply of all materials, labour and T&P etc. required for proper completion of the work. As pr S.I. No. 584 |
| 9 | P/L 350mm dia RCC hume pipe NP-3 including collars/spigot jointed with stiff mixture of cement in 1:2 including testing of joints |
| 10 | Supply and fixing of granite sign board. Please Enable Macros to View BoQ information |
