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| 1 | Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.S.I no. 302 |
| 2 | (A)By Mix in Place MethodConstruction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per TechnicalSpecification Clause 401. |
| 3 | M -150 Brick work in Foundation in 1:4 Cement & C/Sand Mortar as per SI no. 305A |
| 4 | 12 cm thick plaster with cement and coarse sand in 1:4 over brick work minimum thickness not to be less than 1cm including supply of all materials, labour, tools & plants etc. required for proper completion of the work. As per SI No. 584 (A) |
| 5 | Cement Concrete with 2 cm gauge approved stone grit, C/Sand & Cement in Proportion of 4:2:1 as per SI No. 279 (a) |
| 6 | Providing, laying, spreading and compacting G 3 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. |
| 7 | 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 |
| 8 | 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 |
| 9 | Add GST 18% Please Enable Macros to View BoQ information |
