Construction of a concrete road in Ward-36, from the railway crossing through Khusro College to Sanaiya Rani Primary School.

Dismantling manually/ by mechanical Bituminous road means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge

Dismantling of old damaged B.O.E. soling and Interlocking tiles stacking of dismantlled materials as directed by E/I.within a distance of 60.00M.(Non Schedule Item No.1)

Excavation in foundation in ordinary soil foul requiring the use of special T&P such as pickaxe, subbles etc. (Loam, Clay or sand) including, lift upto 1.50 M and lead Upto 30m and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30.0m from the foundation trencches. (Excluding Royalty)( S.I. No.251)

Providing and layingConcrete with 4cm gauge brick ballast, fine sand of 1.25 fineness modulous and cement in prportion of 1:6:12 in foundation in under floor , including supply of all material labour and T&P etc rfequired of proper completetion of the work .

First class B/w in 1:4 Cement C'sand mortor in F/P including supply of all meterial labour T&P etc required for proper completion of work.

RCC 1:2:4 with cement c'sand stone grit of 20 mm gauge in lighter beam excluding supply of reinforcement with its bending but including its binding & fixing with supply of all meterial labour T&P etc. required for proper completion of the work.

Mild steel or Iron for plain work such as reinforced concrete brought to proper shape as necessary including its bending with supply of steel with overlaps & wastage also required for proper completion of the work as directed by E/I.

Earth work for filling or embankment in ordinary soil earth work in filling or embankment to be in 20 cm layers, including ,watering ,Dressing ,compacting ,ramming the soil to achive 95% proctor density ,and dressing the surface to be required levels and slope and also including 1.50m lift and 30 m lead . The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30m distance as directed by the Engineer-in-charge. (Excluding Royalty) Analysis rate

Providing laying C.C with 2cm gauge approved stone ballast, approved coarse sand and cement in praportion of 1:2:4 including supply of all materials, labour and T&P etc required for proper completetion of the work.

12 mm thick plaster in 1:5 cement & c'sand mortor over brick work minimume thickness not less then 10 mm including all supply of meterial , Labour T&P etc S.I.No. 584(i)