Laying pipeline from Km 16.00 to 16.500 km of Panjokhara Minor

Amount

Providing, lowering, laying, cutting (cut surface to be uniformly finished), jointing with rubber ring marked with IS: 5382 and testing of SPIGOT AND SOCKETTED RCC NP2 MARKED WITH IS: 458-1988 and specials into trenches for all depths including carriage loading, unloading, stacking ,handling, re-handling ,etc complete in all respects to the satisfaction to the Engineer-in-Charge. 1200 mm I/d

Cement concrete 1:3:6 with stone aggregate 20 mm nominal size in foundation and plinth

Dismantling of old brick lining in cement.

First class brick work laid in cement sand mortar 1:3 in foundation and plinth

Dismantling of old and fixing of new outlets including labor and material.

12mm thick cement plaster 1:3

Steel reinforcement TMT Bars FE-500 EQR/FE-500 D grade or more for RCC work, where no included in the complete rate of RCC including straightening, bending, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc and placing in position complete in all respects for all heights/depths/storeys/basements

Earthwork in excavation in ordinary soil exclusive of compensation of earth work undressed with all lead and lift including breaking of clods etc

Rehandling of recently deposited earth work (for back filling of drain as per note II of HSR

Credit of old bricks.