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| 1 | Earthwork in exavaction for structure as per drawing and technical specifications clues 305.1 including settling out construction of shoring and bracing removal of terms and other deterious material and disposal up to lead a 50 m dressing of side and back pulling in trenches with exhibition suitable material |
| 2 | Providing concrete for plain / reinforce concrete in open foundation complete as per drawing and technical specification clues 802, 803, 1202 and 1203 nominal mix 1:4:8 |
| 3 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 |
| 4 | Plaster with cement motor (1:4) 12 mm thick on brick work in sab structure as per technical specification clues 613.4 and 1204 |
| 5 | Providing concrete for plain / reinforce concrete in open foundation complete as per drawing and technical specification clues 802, 803, 1202 and 1203 nominal mix 1:2:4 |
| 6 | 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. |
| 7 | 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. |
| 8 | M.S.(tor steel or plain) in plain work such as R.C.C. or R.B. work i/c bending for proper shape and i/c supply of steel & its wastage , bend, hooks, and authorized overlapping shall be measured and i/c cost of binding wire. S.I.N.O. 802, 804,805,806,807, 1202 and 1204 RCC Grade M20 i/e. all |
| 9 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 |
| 10 | MS iron work in small size and etc in grade / channel i/c all |
| 11 | 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 |
