In Ward 19, the construction of a concrete road will be undertaken from Naseem house at Kanjadaspur Mod to the primary school, passing through the old mosque and Tasabbar house to Koka Haji house, and from Farmood house through Bafati Khan house to S

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)

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)

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

Disposal of debris upto 5km qty Same as (cubical content item no. 2)

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 1:5 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 1:2:4 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.

Providing and Laying of 125 micron plastic sheet,

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

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 (G3)

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

Supplying and Fixing of 19mm thick Black mirror inaugration stone of size 900X600mm . Including base of 230X900mm brick base with foundation and 230mm x230 brick work around the stone, back base 115mm thick brick work,plastering and painting all copmlete as per direction of E/I.

Deduction cost of bats Qty item no 1

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)