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| 1 | Earth work Cutting or in embankment in ordinary soil excavation to be in the form of regular pits. 3 km (as per analysis atteched) |
| 2 | M -150 Brick work in Foundation in 1:4 Cement & C/Sand Mortar as per SI no. 305A |
| 3 | 12 cm thick plaster with cement and coarse sand in 1:4 over brick work. As per SI No. 584 (A) |
| 4 | Construction of Granular Sub Base providing well graded Material spreading in uniform layers with tractor mount grader on prepared surface, mixing by mix in place method with Rotavator at OMC , and compacting with smooth wheeel roller to achieve the desired density , complete as per clause 401 by mix in place method, laying, spreading Material on a prepared Sub base, |
| 5 | (G-3)Providing, laying spreding & Compacting Machine crushed stone Ballast of Approved quarry of hand packing rolling with power roller 8 to 10 tone in stage to proper grade and camber applying and brooming with type B 11.2mm stone screening material bund to protect edges,ligting guarding Barricading etc.i/c cost of material labour T & P etc. |
| 6 | Construction of un-reinforced, 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, 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 |
| 7 | Pro/fixing of M.S. sign board (weight 50.51kg.) made up of 40x40x6 mm3 angle iron (vertical post of length 2.75 m) 40x5 sq mm flat cross angle, 1mm thick M.S. sheet (1.2x0.90 sqm) including excavation of pit (0.45x0.45x0.45 m3), 10cm thick cement concrete 10:5:1 with brick ballast, fine sand cement,cast cement conrete 1:2:4 with cement c/sand & 20mm stone gritt (0.35x0.35x0.35 m3) both sid, two coat painting, letter writting upto 2.5 cm size(225Nos) etc complete as per standard drwaing & direction of E/I @ Rs 4800/- each Please Enable Macros to View BoQ information |
