In Ward 28, Faridapur Chaudhary, construction of a drain and CC interlocking tile road from Mohammad Nayi to Shahabuddins house and from Salims house to Syed Sahebs house.

Supply of earth for filling or embankment in ordinary soil earth work in filling or embankment to bein 20cm layers including waterig,Dressing compacting ,ramming the soil to achive 95% proctor dencity 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 makin embankment or to be deposited as spoil banks withn 30m distance as directed by the Engineer-in-charge.

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

First class brick work in 1:4 cement and fine sand of 1.25 FM. Mortar in foundation and plinth including supply of all materials, labour and 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 slab of culvert 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. SI No.

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 per E/I SI No. 504

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)

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

P/L of Granular sub base with coarse graded materials (Table 400-2 ) in granular sub base by providing coare graded materials, spreading in uniform layer with motor grader on preparing surface mixing by mix in place method with rotovator O.M.C. and compacting with power vibratory roller to achieve the desired density complete as per clause 401compected incluing lighting, guarding, barricating and maintance of diversion etc

Supply and laying of C.C interlocking Tiles 80mm thick in road pavement having a compressive strength not less then 300kg/cm2 including 40mm thickbed of fine sand of F/M 1.25 with a specifcation ratio of coarse materia