Details: earthwork in excavation from borrow pits and depositing in layers of 250 mm,including breaking clods in embankment works and to fill up back of abutments,depressions and ruts with an initial lead up to 50 m and initial lift up to 1.5 m making bunds at top as 50 m and initial lift up to 1.5 m making bunds at top as directed dressing complete.(borrow pit measurement). in mixed hard soil (i.e hard moorum and soil containing laterite and boulders which do not require blasting) plum concrete work with 40% cement concrete with 30 mm down graded stone metal and 60% stone boulder of size 150 mm and above,placed in position as directed excluding shuttering if any. (i) (1:3:6) proportion hire and labour charges for shuttering with centering andnecessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with requiredbracing for concrete slabs, beams and colum
Sector: Urban Authority