NAGAR PALIKA PARISAD MAI MITTHI BHARAV AVM INTERLOCKING TILES NIRMAN KARYA.

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. distance directed 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).

Providing and laying spreading and compacted 22.40 - 53 mm graded stone aggregate with fine sand, laying in uniform compacted layers of 100 mm thick with hand roller in sub base/base course on well prepared surface and compacting including all T&P taxes & labour cess etc. as directed by engineer-in-charge etc. all completion as per technical specification clouse 406.

Providing and laying of interlocking concrete Block pavement having thickness 80 mm as per drawings and technical specification Clause 1504. (Exclusive G.S.B.). S.I. NO. New item no.(14 + 11) = 820 + 35*(17.30 - 15.50 )= 883