Tender For Md. Noorbafan / Pipeline And Related Work From Murtazas House To Meharbans House In Ward No. 9 - Excavation In Foundation In Ordinary Soil (Loam, Clay Or Sand) Including Lift Upto 1.50 M. And Lead Upto 30 M. And Including Filling Watering And, shahpur-Uttar Pradesh

Tender For Md. Noorbafan / Pipeline and related work from Murtazas house to Meharbans house in ward no. 9 - Excavation in foundation in ordinary soil (Loam, clay or sand) including lift upto 1.50 M. and lead upto 30 M. and including filling watering and ramming of excavated earth into the trenchs or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 M. from the foundation trenche. (Where machine can not move). S.I.NO. 251. 2 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. distancedirected 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). 3 Supply and fixing of P.V.C pipes 110 mm dia. & 6 kg./Sq-cm. (ISI Marked)complete As item no. 30A (iv). 200 + 200 x 10% + 20 = 240 4 Making connection of water with brancher including D.T. joint etc. with all completion of work. 5 Concrete with 4 cm gauge stone Ballast , Coarse sand and cement in proprtion of 8:4:1 including supply of all materials, labour, T&P etc. required for proper completion of the work. S.I.NO. 281. 6 Cement concrete with 2 cm gauge stone grit, coarse sand and cement in the proportion of 4:2:1including supply all the material, labour, Tools & Plants etc. S.I.NO. 279. 7 Providing laying spreading and compacting stone aggregates of specific sizes to water bound macadam Grade - 3 specification including spreading in uniform thickness, hand packing, rolling with smooth, hand / vibratory roller 5 tonnes in stages to proper grade and camber, applying and brooming requisite type ofstone screening to fillup the interstices of coarse aggregate, watering and compacting to the required densityas per Technical Specification Clause 405. ( as per Analysis Rate) 8 Cement concrete with 2 cm gauge approvedstone 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 9 M.S. Iron work. 10 S/F of innogration stone 11 GST 18%

INR 2355 /-

INR 99820.0 /-

INR 9.98 Lakhs /-

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