Moh Raidaspuri me Udayveer ki Dukan se Subhash Kubadi Tak C. C Road and nali Nirman Work.

Dismentling of old interlocking tile.

Disposal of malba from the site upto 5 km cartage.

Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M. in depth and earth work in embankment to be 20 cm. layers including remming and dressing the surface to required levels and slopes and also including 1.50 M. lift and 30 M. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30 M. distance directed by the Engineer-in-charge. (Royality removed by Govt.) for small works / Abadi area. (Where machine can not move). S.I.NO. (253+261b+231a).

1:4:8 (1 cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources). S.I.NO. 4.1.8.

Plain / reinforced cement concrete (R.C.C.grade M -25) in substructure complete as per drawings and technical specification clauses 802, 804, 805, 806, 807,1202 and 1204 i/c all cess, labour cess, levy, toll fee, royalty, Contractor profit but excluding GST.

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications clauses 1000 and 1202 i/c all taxes, labour cess, levy, toll fee, royalty, Contractor profit but excluding GST.

Providing, laying spreading and compacting stone aggregates of specific sizes 53 mm to 22.4 mm 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 aggregat, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 i/c all taxes, Labour cess, levy, toll fee, royalty, Contractor Profit but excluding GST.

Cement concrete with 2 cm gauge approved stone grit, coarse sand and cement in proportion of 1:1.5:3 in cc pavement (thickness as per design) cement coarse and fine aggregate conforming to IS standard mixed in concrete mixture / plant of not less then 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed from work (steel channel) laying and fixing of 125 micron thick polythene film, wedges, steel plates including levlling the form work spreading the concrete with shovels, racks, compacted using needle, screed and plate vibrators and finished in continious operation including hassion cloth for curing of concrete pavements for not less then 14 days curing compound (where as specified) and water finishing to lines & grade including supply of all materials, labour, T&P etc. required for proper completion of the work and also including complete shifting of Recron 38 fiber reinforcement material etc. & concrete etc.. S.I.NO. New item 9 / Chapter-20