Construction of the road from Khitousa Gautiya to Kaithola. Development Block Fatehganj west

BOQ

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

Excavation in foundation in ordinary soil, loame, clay or sand inculuding lift upto 1.5 m & lead upto 30m including filling watering & ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the engineer in charge upto a distance of 30mfrom the foundation trenches. SI. No. 251.

Concrete with 4 cm. gauge stone ballast, approved Coarse Sand and cement in proportion of 6 :3 : 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. 280

First class Brick work in 1:3 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. 307

Weep Holes in brick masonary with 100mm dia PVC Pipe S.no 730B

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)

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.

Supply of RCC Hume pipe NP-3 Class (including cartage up to site) 1000 mm of dia as per ch.20 Non Schedule Item No.5 (i) (no of culvert 2) 1000 mm dia pipe