Strengthening of diverted SAKHRI NALLAH and LENDI NALLAH at specific weak mentioned locations by providing stone pitching at Pouni II OCM under Gouri Pouni Sub Area.

Construction of embankment with approved materials CBR>7 obtained from borrow pits with all lifts and leads, transporting to site spreading , grading to required slope and compacting to meet requirement of table 300-1 ,300-2 and as per relevent clauses of section -300

Compacting earth work in slope with hydraulic excavator of 1.00 cum bucket capacity including cutting / filling sprading , grading to reuired slope with available earth with plate compactor attached to hydraulic excavator as per the direction of Engineer in charge.

75 mm thick back filling for pitching including supplying of required materials and consolidation etc complete with moorum

Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.

Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand): Flush/ Ruled pointing

Total impact of GST for the purpose of CTC

Please Enable Macros to View BoQ information