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| 1 | Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer- in-charge.si no 15.1 |
| 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 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 4 | 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 |
| 5 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 in 1:4 mortar |
| 6 | Concrete in 1:2:4 cement & coarse sand with 20mm gauge stone grite with materials' labour 'tool &plants i/c all complete as per |
| 7 | Plastering with cement mortar (1:4), 12 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 |
| 8 | Supply and fixing og M.S sign board made up of 4x40x6 mm angle (vertical post of length 2.75 meter ), 40x5 mm flat cross angle 1 mm thick M.s. Sheet (1.20x.90 sq m)including excavation of pit (0.45x0.45x0.45 cum m), cement concrete 10:5:1 ten brick ballast, five fine sand & cement 10 cm thick ,cast cement concrete 1:2:4 mortar cement , coarse sand and 20 mm size stone grit (0.35x0.35x0.35), Two coat painting layer latter writing up to 2.50 size (225 Nos) etccomplete as per direction of engineer -in-charge. Please Enable Macros to View BoQ information |
