Construction of a concrete road from Rakesh Balmiki s house to Rakesh Yadav s house in Ward 12 Sithaura.(MLAY-CANTT)

BOQ

Concrete with 4 cm. gauge brick ballast, final local sand of 1.25 FM and cement in proportion of 12 :6 : 1 in foundation and under floor, Including supply of all Material with mixer machine, Labour and T & P etc. required for proper completion the work.As per S.I. No. 273

First class Brick work in 1:4 cement and coarse Sand morter in foundation & Plinth inculding supply of all materials Labour T & P etc.required for proper completion of work. As per S.I. No. 305.

12 m.m. thick Plaster with Cement mortar consisting of one part of cement and 4 part of coarse sand of 2.25 FM on brick work including supply of all material, labour, T&P etc.S.I No 584(i).

Cement Concrete with 20 mm. gauge approved stone grit ; approved Coarse Sand and Cement in the proportion of 4:2:1 inculding supply of all Material, Labour and T & P etc. required for proper completion the work. As per S.I. No. 279(i)

Supply & Laying of Polythene sheet 125 Micron for separation layer Including all Material, Labour T&P ……..Complete .

Making contraction joint in C.C. Road 0.80 kg maxphalt , 0.01 kg cement & 0.0025 m³ coarse sand Complete as per directed by E/I (senctioned by S.E. Bareilly).

R.C.C. Work with cement approved coarse sand and 2cm. Gauge approved stone ballast in the proportion of 1:2:4 in lintels of doors and windows excluding supply of reinforcement and its binding but including its fixing and necessary centering and shuttering etc. and also inculding supply of all Material, Labour and T & P etc. required for proper completion of the work. As per S.I. No. 283.

Mild steel or iron work in plain work such as reinforced concrete or reinforced brick work (when not included in an over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and wastage and over lapping & hooks. S.I.No. 504

Earth Work in embankment in ordinary soil excavation to be in the regulour pits not exceeding 0.5 m depth and earth work in embankment to be in 20 cm layers including ramming and dressing the surface to required levels and slops and also in inculding 1.5 m lift & 30m lead.including watering dressing ...... as per SI.No. 253 upto a cartage of 8 km. distance.As per SI 253+c