Gram kurahua me gaya panday ke khet se mukhya nala tak siwar line ka karya.

Excavation in foundation in ordinary soil incluiding lift up to 1.5 m and lead up to 30m etc. as per SI. No. 251

PCC with 4cm gauge brick ballast, sand of 1.25 FM and cement in proportion 1:4:8in foundation and under floor etc. SI.No. 281.

Class-150 (Non Modular) brick work in 1:4 cement and Coarse sand of F.M. 1.25 mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work. S.NO 305

12mm thick plaster with cement mortar in proportion of 1:4. S.LNO-586

Providing and Laying of RCC non-pressure NP3 class Hume pipe 350 mm Inner dia including collars/spijot & socketed type joints. As per IS: 458-2003.

SFRC Medium duity Man Hole Cover With Frame ( 600x600x75 mm.)

Sign Board

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