Details: compound wall 2.8.1:earth work in excavation by mechanical means (hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.all kinds of soil od201591/2024-2025:laterate masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size incement mortar 1:6 for foundation and basement including all cost of materials, labour chargesetc. (mod 50.6.7.1 of dar) 5.9.2:centering and shuttering including strutting, etc. and removal of form for:walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. 5.22a.6:steel reinforcement for r.c.c work including straightening, cutting, bending, placing in position and binding all complete above plinth level.thermo - mechanically treated bars of grade fe-500d or mo
Sector: RDPR