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| 1 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 5 Km as per Technical Specification Clause |
| 2 | Construction of Granular Sub Base (GSB) providing well graded Mterial spreading in uniform layer with tractor mount grader on prepared surface mixing by mixing in place method , complete as per clause 401 by mix in place method, laying, spreading Material on a prepared Sub base |
| 3 | M -150 Brick work in 1:4 (one cement and four course sand) mortar in Foundation and plinth including supply of all materials, labour, Tools & plants etc, required for proper completion workas per |
| 4 | 12 mm thick plaster with cement and coarse sand of 1.25 fineness modules in 1:4 over brick work minimum thickness not to be less then 1cm including supply of all materials, labour, Tools & plants etc, required for proper completion workas . As per clauses |
| 5 | Concrete in 1:2:4 cement & coarse sand with 20mm gauge stone grite with materials' labour 'tool &plants i/c all complete as per |
| 6 | 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, |
| 7 | Providing, laying,G 3 spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel roller 80-100kN static roller in stages to proper grade and camber, applying and brooming, stone screening to fill-up to interstices of coarse aggregate, watering and compacting to the required density Grading III as per Techincal Specification Clause 405. Including supply of all Material, Labour, T&P etc also including labour cess, royalty and all other applicable Taxes required for proper completion of work as per direction of Engineer-in-charge. |
| 8 | 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 screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, 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 | 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 |
