Construction of sidewalks on both sides of the road from Karnamchari Nagar Chowk to MRF Centre in Ward-46 using CC interlocking tiles.

Earth work for cuitting 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

Disposal of surplus earth upto 5 km

Dismantling of old damaged cc and stacking of dismantlled materials as directed by E/I.within a distance of 60.00M.(Non Schedule Item No.3

Dismantling of old damage brick work and stone work i/c stacking of dismantlled materials as directed by E/I.within a distance of 60.00M. (S.I.No.692)

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.

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.

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.

Providing and layingConcrete with 4cm gauge brick ballast, fine sand of 1.25 fineness modulous and cement in prportion of 1:4:8 in foundation in under floor , including supply of all material labour and T&P etc rfequired of proper completetion of the work .

Supply and Laying of C.C Interlocking Tiles 80mm thick in road pavement having a compressive strength not lass than 300 kg / cm2 including 40 mm thick bed of fine sand of F/M 1.25 with a specification ratio of coarse material stone grit of size 8 mm to 12 mm in ratio 2:3 and fine material port land cement & coarse sand 1 : 1 -1/2 and mix it coarse material with ratio 3:2 and top sarface of tile at least 5mm thick with mix of cement and marble dust with ratio 1:1 provide the machanical pressure of 380 kg/cm2 at the time of manifacture of tile. In the manifacture of tiles the use of cement 7.5 begs of 50 kg to 8.5 bages per m,3 and labour, including supply of all material, T&P for proper completion of the work, and joint filled with fine sand, also including as per direction of E/I (zig-zag and 20% coloured tiles)