MOHALLA SHEKJAYDAN WARD 07 V 13 MAI MEHBOOB KE MAKAN SWE PANIPAT MASHINRI STORE TAK CC ROAD AVM NALI NIRMAN KARYA.

Dismentling of cement concrete and its stacking as directed by the Engineer- in-charge. As per SI NO. 697

Disposal of malba from the site upto 5 km cartage.

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).

Concrete with 4 cm gauge stone ballast , coarse sand and cement in proprtion of 8:4:1 in foundation and under floors, including supply of all materials, labour, T&P etc. required for proper completion of the work. S.I.NO. 281

R.C.C. work with 2 cm gauge stone grit , coarse sand and cement in proprtion of 3:1.5:1 in slabs including supply of all materials, labour, T&P etc. required for proper completion of the work. S.I.NO. 284a.

M.S. (tor steel or plain) in plain work such as R.C.C. or R.B. work includeing handling for proper shape and including supply all the material, labour, T&P etc. S.I.NO. 504.

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.

Cement concrete with 2 cm gauge approved stone grit, coarse sand and cement in proportion of 1:1.5:3 in cc pavement (thickness as per design) cement coarse and fine aggregate conforming to IS standard mixed in concrete mixture / plant of not less then 0.2 cum capacity and appropriate weight batcher using approved mix design, laid in approved fixed from work (steel channel) laying and fixing of 125 micron thick polythene film, wedges, steel plates including levlling the form work spreading the concrete with shovels, racks, compacted using needle, screed and plate vibrators and finished in continious operation including hassion cloth for curing of concrete pavements for not less then 14 days curing compound (where as specified) and water finishing to lines & grade including supply of all materials, labour, T&P etc. required for proper completion of the work and also including complete shifting of Recron 38 fiber reinforcement material etc. & concrete etc.. S.I.NO. New item 9 / Chapter-20