Constructing underground pipe line from RD 0 to 2600/2520 of taking from Km 8.0 of Dhurali Minor and outfall at RD 50650 of Ganda Nallah

Amount

Earth work excavation in all kind of soil by mech. means, manual means over area (exceeding 30 cm in depth, 1.5 mt. in width as well as 10sqm on plan) i/e getting out and disposal of excavated earth

Providing and Laying in position CC 1:3:6 of 20 mm nominal size stone aggregate, excluding the cost of centering and shuttering below plinth level

Brick work with common burnt clay non modular brick of class designation 7.5 in cement sand mortar 1:4 in foundation and plinth.

Providing, lowering, laying, cutting Jointing with rubber rings marked with IS : 5382 and testing of SPIGOT AND SOCKETTED RCC, 900 MM INTERNAL DIA NP-2 MARKED WITH IS : 458-1988 and specials into trenches for all depths i/c carriage, loading, unloading, stacking, handling, re-handling etc. complete in all respect testing 900 mm die RCC pipe Class NP-2 as per IS-458-2003. Complete in all respect.

Fe 500 EQR Steel reinforcement TMT steel bars for RCC works, where not including in the complete rate of RCC including strengthening, cutting, bending and placing in position binding, wastage, overlap welded joint complete in all respect.

12 mm thick cement plaster in 1:3 cement sand morter on brick walls

Providing hosting and fixing above plinth level up to floor four level precast reinforced C.C work in string courses, bands, coping, bed plates, anchor blocks, plain window sills and the like, i/c the cost of required centering, shuttering but excluding cost of reinforcement with 1:1.5:3 with aggregate 20 mm nominal size.

Filling available excavated earth in trenches, plinth, side of foundation etc. In layer not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50mt. and lift up to 1.5 mt

Gian Sharma