In Ward-59, construction of a concrete road from Tausifs house to Morpals house on the Milak to Rotha road, and further concrete road construction from Morpals house to the Shiva temple.

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

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 (32.50+160+122.30-33=281.80)

Disposal of surplus earth upto 5 km

Supply of Earth 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

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.

12 mm thick plaster in 1:4 cement & c'sand mortor over brick work minimum thickness not less then 10 mm including all supply of meterial , Labour T&P etc required for proper completetion of the work.

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.

RCC 1:1.50:3 with cement c'sand stone grit of 20 mm gauge in Columns 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.

RCC 1:2:4 with cement c'sand stone grit of 20 mm gauge in Slabs 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.

Construction of Granular sub (G.S.B.) by providing, laying, spreding and compacting speciffied graded crushed stone in sub base coarse including premixing the materials at O.M.C. in mechanical mixer (Plug Mill) including carriage of mixed msterials, laying in uniform layers with power roller to achieve the desired density including all materials, labour, machinery, lighting gaurding, barricading and maintance of diversion complete of as per MoRT & HT technical specification clause No. 404B.

P/L of 125 micron Plastic Sheet

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)

Cement concrete with 2 cm. gauge approved stone, ballast, approved coarse sand and cement in the proportion of 3:1.50:1 including supply of all materials, labour and T&P etc. required for proper completion of the work