Construction of a CC road from Sitaram ke house to Sevachand ke house in Mohlla Nautana.

Dismentling of old C.C/ tiles. and its disposal from site. S.I.NO.692

Earth work in filling in cutting or in embankment in ordinery soil including cartage upto 10 km. S.I.NO. (253+261b+231a)

Bricks soling with strainght over burnt bricks laid flate including supply of all materials, labour, T&P etc. required for proper completion of the work. S.I.NO. 762 A

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

M-150 brick work in 1:4 one cement & four fine sand of mortar in subrstructure including supply of all materials, labour, T&P etc. required for proper completion of the work. S.I.NO.305.

12 mm thick plaster with cement and fine sand in 1:4 over brick work minimum thickness not be less than 1 cm including supply of all materials, labour, tools & plants etc. required for proper completion of the work. S.I.NO. 584.

Cement concrete with 2 cm gauge stone grit, coarse sand and cement in the proportion of 3:1.5:1 in slabs including supply all the material, labour, Tools & Plants etc. S.I.NO. 284 a.

Cement concrete with 2 cm gauge stone grit, coarse sand and cement in the proportion of 3:1.5:1 in wall including supply all the material, labour, Tools & Plants etc. S.I.NO. 289.

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

Cement concrete with 2cm gauge approved stone grit, coarse sand & cement in proportion of 1:1.5:3 in cc pavement (thickness as per design) cement coarse & fine aggregate confirmung to IS standard mixed in concrete mixture / plant not less then 0.2 cum capacity & appropriate weight batcher using approved mix design, laid in approved fixed form work (steel channel) laying and ffixing of 125 micron thick polythene ilm, wedges, steel plates including levlling the form work spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finihedf fin continuous operation including hassion cloth for curing of concrete pavements for not less then 14 days curring compound (where as specified) and water finishing to line & grade including supply of all material, labour, tools & plants etc. required for proper comp;etion of work and also inclulding complete shifting off Recorn 38 fiber reinfoecement material etc. & concrete etc. As per SI NO. New Item No. 9/Chapter 20.

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