Pipe Culvert at Suwasa Seepage Drain

Earth work in Excavation including loading, unloading, disposal and dressing of excavated earth within intial lead of 50m and lift up to 1.5 m in dry or moist including dressing of excavated area dewatering wherever required complete in all respect (b)Hard / Dense soil

Providing and laying in position Cement concrete Nominal mix (1:3:6) M-10 including leads of all construction materials, curing , compaction and finshing with rendering in cement mortar 1:3 ( 1 Cement : 3 Coarse sand ) and making good the joints excluding the cost of centring, shuttering and reinforcement and finishing having well graded crushed broken stone aggregate of maximum size up to 20mm

Side shuttering including proping etc. complete (to achieve finish f2 (a) for block joints of foundation, stilling basins, buckets, aprons etc. (non-suspended horizontally lain mass concrete) for Dowels.

Supplying of M.S. reinforcement including labour charges for bending, binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts using toe or ribbed bar (IS:1786-1985)

Providing, laying and fixing in position RCC spun or hume pipe with collars (ISI 458-2003) in required size packed in gasket for hume or spun yarn & neatly finished with rich grout of cement mortar 1:3 perfectly air tight including testing of joints. NP-3 (h) 100 mm

Providing and laying in position Cement concrete Nominal mix (1:1.5:3) M-20 including leads of all construction materials, curing , compaction and finshing with rendering in cement mortar 1:3 ( 1 Cement : 3 Coarse sand ) and making good the joints excluding the cost of centring, shuttering and reinforcement and finishing having well graded crushed broken stone aggregate of maximum size up to 20mm