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| 1 | Dismantling of C.conc road including stacking of material as directed by the Engineer-in-charge with-in-charge with in distance of 60 meeter (200 fee). |
| 2 | Disposal of dismentling C.C road material with cartage upto loading and unloading including supply of all material,labour and T&P etc.required for proper completion of work. As per S.I. No. 231(a). |
| 3 | Dismentling brick work or stone work in lime or cement mortar and including stacking of materials as directed by the Engineer-in-charge with-in-charge with in distance of 60 meeter (200 fee). |
| 4 | Deduction of old and workable brick of 40% of dismantling brick work including supply of all material,labour and T&P etc.required for proper completion of work. |
| 5 | Deduction of bricks bats of 60% of dismantling brick work including supply of all material,labour and T&P etc.required for proper completion of work. |
| 6 | Cement concrete in 1:4:8 with cement,coarse sand and brick ballast of 2cm guage including supply of all material,labour and T&P etc required for proper completion of work |
| 7 | M-150 brick work in One part cement and Three part Course sand mortar in foundation and plinth including supply of all materials, labour & T&P required for proper completion of work as per SI.No. 307. |
| 8 | 12 mm thick plaster with cement and approved course sand in proportion 1:3 over brick work minimum thickness not to be less than 1 cm including supply of all materials labour and T&P etc. required for proper completion of the work |
| 9 | Cement concrete in 1:2:4 with cement,coarse sand and stone ballast of 2cm guage including supply of all material,labour and T&P etc required for proper completion of work |
| 10 | 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. |
| 11 | Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 , coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates 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, Using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 |
| 12 | Supply & Fixing of Foundation / Inauguration board granite stone including supply of all material,labour and T&P etc required for proper completion of work |
| 13 | Add GST @18% Please Enable Macros to View BoQ information |
