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| 1 | Dismentling of old interlocking tile. |
| 2 | Disposal of malba from the site upto 5 km cartage. |
| 3 | Earth work in cutting or in embankment inordinary soil excavation to be in the form ofregular pits not exceeding 0.50 M. in depth andearth work in embankment to be 20 cm. layersincluding remming and dressing the surface torequired levels and slopes and also including 1.50M. lift and 30 M. lead. The earth from cutting to beused in making embankment or to be deposited asspoil banks with in 30 M. distance directed by theEngineer-in-charge. (Royality removed by Govt.)for small works / Abadi area. (Where machine cannot move). S.I.NO. (253+261b+231a). |
| 4 | 1:4:8 (1 cement : 4 coarse sand (zone-III) derivedfrom natural sources : 8 graded stone aggregate 40mm nominal size derived from natural sources).S.I.NO. 4.1.8. |
| 5 | Plain / reinforced cement concrete (R.C.C.grade M -25) in substructure complete as per drawings andtechnical specification clauses 802, 804, 805, 806,807,1202 and 1204 i/c all cess, labour cess, levy,toll fee, royalty, Contractor profit but excludingGST. |
| 6 | Supplying, fitting and placing HYSD barreinforcement in foundation complete as perdrawings and technical specifications clauses 1000and 1202 i/c all taxes, labour cess, levy, toll fee,royalty, Contractor profit but excluding GST. |
| 7 | Providing, laying spreading and compacting stone aggregates of specific sizes 53 mm to 22.4 mm to water bound macadam specification includingspreading in uniform thickness, hand packing,rolling with smooth wheel roller 80 -100 KN instages to proper grade and camber, applying andbrooming, stone screening to fill-up the intersticesof coarse aggregat, watering and compacting tothe required density Grading 3 as per TechnicalSpecification Clause 405 i/c all taxes, Labour cess,levy, toll fee, royalty, Contractor Profit butexcluding GST. |
| 8 | Construction of Un-reinforced dowel jointed atexpension and construction joint only plaincement concrete pavement, thickness as perdesign, over a prepared sub base with 43 gradecement or any other type as per clause 1501.2.2 M20 (Grade), coarse and fine aggregates conformingto IS-383, maximum size of coarse aggregate notexceeding 25 mm, mixed in a concrete mixer ofnot less than 0.2 cum capacity and appropriateweigh batcher using approved mix design, laid inapproved fixed side formwork (steel channe, layingand fixing of 125 micron thick polythene film,wedgs, steel plates including levelling theformwork as per drawing), spreading the concretewith shovels, rakes,compacted using needle,screed and plate vibrators and finishedincontinuous operation including provisionofcontraction and expansion, construction joints,applying debonding strips, primer, sealent, dowelbars, near approches to bridge/culvert andcontruction joints, admixtures as approved, curingof concrete slabs for 14 days, using curingcompund (where specified) and water finishing tolines and grade as per drawing and TechnicalSpecification Clause 1501. |
| 9 | M.S. or iron work heavy size such as truses, built up gates, record racks, roof work, Getes etc. including rivetting or welding where necessary S.I.NO. 503 Please Enable Macros to View BoQ information |
