jalalnagar

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. As per SI. No. 251.

Earth work in filling with ordinary soil, excavaion to be regular pits including 1.5mtr lift, 30mtr lead with cartage from a distance of 2.00 Km as per S.I. No. 253.

Concrete with the 4 cm guage B/Ballast,Fine Local sand of 1.25 F.M and cement in proportion of 12:6 :1 in foundation and under floor including supply of all material and T&P etc. as P.W.D S.I. No 273

M-150) First class Brick work in 1:4 cement and coarse Sand morter in foundation for one brickwork inculding supply of all materials Labour T & P etc. for proper completion of work based on S I No.305

12mm Thick Plaster with Cement and fine Sand Mortar in proportion 1:4 cement and fine Sand as P.W.D. SI. 584

C.C. work with 1:2:4 Cement, C/Sand and 20mm S/Grit in holdfasts including all required for proper completion of work as per SI No 279(i).

supply of laying polythene seet

Making construction Joint

Provision of Sign Board of Size (1.20X0.90) M. & pinting writing comp..

Note- GST Shall be paid extra as per Rule Signature of Contractor