GRAM PANCHAYAT SARAY MUBARAK ME SAGADA PAR PULIYA NIRMAN KARYA

E/W in excavation in foundation ordinory soil with single i/c 1.5mtr lift and lead upto 30mtr and i/c filling watring and ramming of excavated earth into the space between the building and the side of foundation trenches or into plinth and removel and disposel of surplus earth as directed by the engineer incharge upto a distance of 30mtr from the foundation trenches asper S.I. No.251.

Sand filling in plinth excluding supply of necessary quantity of sand from a destance not exceeding 8kg (5miles) from the site of work and including watering. SI no. 255

Concrete with 4cm gauge brick ballast coarse sand of 2.25 FM and cement in proportion of 1:4:8 in foundation and under floor including supply of all materials labour T&P etc. SI No. 275

M-150 B/W with 1:3 cement and c-sand morter in Foundation i/c all labaur material t&P as per S.I. No. 307

M-150 B/W with 1:3 cement and c-sand morter in super structure i/c all labaur material t&P as per S.I. No. 307&309

RCC work with cement approved coarse sand and 2cm gauge approved dalla grit proportion of 1:1.5:3 SI No. 284 (b)

Mild steel or iron in plain work such as in reinforced concrete wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage. Bend hooks and authorized overlapping shall be measured. as per S.I. No. 504.

Struck pointing with cement mortar consisting of 1 part cement and 2 parts of sand of 1.25 F.M. including supply of all materials; labour and T&P etc. required for proper completion of the work. as per si no.574.

Earth work by cartage from 2.00km distance ramming dressing and leveling for completion work as per SI No. 253

Brick soling with straight over burnt brick laid on edge and dry including preaparation of sub grade to presenited camber and including supply of crick of brick. SI No. 762(b)

S/F of signboard and photography