In Ward-15 Hajiapur, construction work of drain and CC road from Sakalani Sweets via Nandrams mill to Golu Kapde Walas house and in the link streets.

Dismantling of old damage BOE C.C. tiles Road work i/c stacking of dismantlled materials as directed by E/I.within a distance of 60.00M

Excavation in foundation in soil mixed with Morrum/ shingle/ kanker/ 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.252)

Disposal of surplus earth upto 5km

Providing and laying cement concrete in 1:6:12 (1 cement : 6 Fine sand : 12 Brick ballast 40 mm gauge) and curing complete, including cost of form work in foundation and floors-completion of the work as per direction of E/ I. (S.I No. 273)

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 1:1.5:3 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. SI No. 284

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)

RCC 1:1.5:3 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. 284

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

Earth work in fillimg or embankment in ordinary soil 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)

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

P/L of 125 micron plastic sheet

Construction of un-reinforced dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement@400kg per cum, coarse and fine aggregate conforming to is:383,

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.