Temporary repair of the road using granular material in the segment from Panchwati guest house to Patratu Macluskiganj state Highway via railway underpass under Gm Unit, Piparwar Area.

Amount

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil

Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer- in-Charge.With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25

Providing laying spreading and compacting stone aggregates of specific sizes to water bound macdam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel, vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binind materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Grading - III using screening crushable type such as moorum or gravel.

Construction of subgrade and earthen shoulder with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading grading to required slope and compacted to meet requirement of table no. 300-2. Rolling with vibratory roller.

Total impact of GST for the purpose of CTC

AMIT KUMAR SINGH

M/S NEW INDIAN CONSTRUCTION