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| 1 | Description of work |
| 2 | dismentling cement concrete interlocking tiles SI no 697 |
| 3 | Excavation in foundation in ordinary soil (Loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the pith and removal and disposal of sur plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. DSR 2023 2.8.1 |
| 4 | earth work in filling/cutting cartage up to 5.0 km excluding royality |
| 5 | cement concrete with 2cm (.75) gauge approved stone ballast approved coarse sadn and cement in the proportion of 4:2:1 including supply of all materials labour and t&p etc. required for proper completion of the work SI No. 281 |
| 6 | Brick Masonry Work in Cement Mortar 1:4 in foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications Clause no.600,1200 &1203 |
| 7 | providing and laying 125 micron polythene sheet |
| 8 | 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 |
| 9 | 12 mm cement plaster in single coat on fair side of single or half brick wall for exterior plasteriang up to floor two level including internal rounded angles chamfers, and or rounded angles not exceeding 80mm in girth and finished even and smooth no extra |
| 10 | R.C.C work with cement approved coarse sand and 2cm (3/4\\") gauge approved stone ballast in the prpportion of 1:1.5:3 in lintels of door and windows excluding supply of reinforcement and its binding but including ets fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centring and shuttering etc. and also including suppy of all matirials, labour and T&P etc. requried for proper complition of the work. binding wire cost being including in the item SI.No.283(A) |
| 11 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete upto plinth level. Mild steel and Medium Tensile steel bars as per dsr 5.22.1 |
| 12 | supply and fixing of sign board with granite stone |
| 13 | Add 18% GST Please Enable Macros to View BoQ information |
