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| 1 | Dismentling cement concrete or brick or granolithic floor including base concrete and including stacking of dismentled material as directed by the engineer in charge with in a distance of 60 meter (200 feet) |
| 2 | Disposal of dismentled material (Ballast, kankar,coal , gritt or sand ) upto 5 km with cartage including loading unloading at dump site |
| 3 | Cement Concrete with 4cm gauge approved Stone ballast coarse sand and cement in proporation of 12:6:1 inculuding supply of all materail labour and T&P etc.required for proper completion. |
| 4 | M-150 brick work in 1:4 with one cement and four course sand mortar in foundation and plinth (Substructure) inculuding supply of all meterials,labour and T&P etc.reuired for proper complete of work. |
| 5 | 12mm thick Plaster in 1:4 with one part cement,and four part of approved coarse sand mortar including supply of all material ,labour and T&P etc.required for proper completion of work |
| 6 | Cement concrete with 4cm gague approved stone ballast coarse sand and cement in proporation of 4:2:1 but with 2cm gaguge stone gritt instead of 4cm gauge stone ballast inculding supply of all materials labour and T&P etc for proper completion of work. |
| 7 | R.C.C work with cement approved coarse sand and 4 Cm gauge approved stone grit in proporation of 1:1.5:3 in slabs excluding supply of reinforcement and lits bending but including its fixing and binding the same with 24 B.W.G.G.I Binding wire and including necessary centering and shuttering etc.and supply of all material, labour and T&P etc.requried for proper compaction of work.Binding wire of Supplied by the contractor free of cost. |
| 8 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications complete as per MORTH IInd Revision 2019 Specification 1600. |
| 9 | 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 M30 (Grade), 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 |
| 10 | Supply & fixing innaurgation stone board including supply of all materials labour and T&P etc for proper completion of work. |
| 11 | Add or less Say amount Please Enable Macros to View BoQ information |
