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| 1 | Excavation in foundation in ordinary soil ( Loam clay or sand) including lift up to 1.5 meter (5ft) and lead upto 30m (100ft) and including filling,watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as direction by the Engineer-in-charge upto a distance of 30m(100ft) from the foundation trenches. |
| 2 | Construction of Granular Sub-Base by providing close 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 vibratory roller to achieve the desired density, complete as per clause 401 |
| 3 | Cement concrete with 4cm (1/2\\") gauge approved stone ballast, approved coarse sand, cement in the proportion 1:4:8 including supply of all materials, labour and tools and plants etc. required for proper completion of the work. SI No. 281 |
| 4 | R.C.C. Road works cement appoved coatsesand and 2cm (3/4) gauge approved stone ballast in the proportion 1:1.5:3 in Foundation excluding supply of reingrcement and its binding , but including its fixing and binding the same shuttening etc. and also including supply of all materials, labour and tools and plants etc. requred for proper completion of the work binding wire to be supplied by the contractor free of cost. |
| 5 | Mild steel or iron in plain work such as R.C.C. / R.B.(when not included in over all rates) wrought to requied sape as necessary including bending for proper completion of the work and including supply of steel , its wastage and hooks and authorised overlapping shall be masaured. SI. No. 504 |
| 6 | Cement concrete with 4cm (1/2\\") gauge approved stone ballast, approved coarse sand, cement in the proportion 1:4:8 including supply of all materials, labour and tools and plants etc. required for proper completion of the work. SI No. 281 |
| 7 | Construction of Granular Sub-Base by providing close 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 vibratory roller to achieve the desired density, complete as per clause 401 |
| 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 | Material Sifting in Awadi Portion up to 1.00 Km. |
| 10 | Providing and Fixing Granite stone Sign Board |
| 11 | Site Cleaning |
| 12 | Providing and Fixing Photograph |
| 13 | 18% GST Please Enable Macros to View BoQ information |
