Remodeling Reconstruction of Tagood Khul from RD 0 to 4300 M under UT Capex 4702

Carriage of G.I pipes from nearest Market to road site of work average distance 280 kms by M.T.

Carriage of G.I pipes from road side to site of work by manual labor for an average distance of 04 Km.

Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 150 mm dia. nominal bore

Welding including transportation of plant at site electric plant at spots

Providing and laying in-situ concrete lining using M-10 nominal mix concrete (max. size of aggregates: 20mm nominal). 25.7.1 In beds

Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with Cement mortar 1:6 (1 Cement : 6 coarse sand)

Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone

20mm cement plaster finished with a floating coat of neat cement of mix : 13.9.1 1 : 3 ( 1 cement : 3 fine sand)

Carriage of stone from nearest source to site of work at an avg. Distance of 01 Km By Head Load

Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil