Augmentation of pipes for irrigation canal from main road to Khairbul khul.

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 min width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: 150mm dia. G.I.Pipes

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. For Saddle blocks

Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) Medium class, 4.85mm thick. 150 mm dia. nominal bore

Providing and fixing of 150mm dia. MS flanges 12mm thick including nuts, bolts, and rubber ,gasket including carriage complete job

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.

Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns

Carriage of Materials from source upto road site by Mechnical transport including cost of loading unloading and stacking A) Carriage of pipes from source upto site of work by mechanical transport 35 kms

20mm crushed aggregate avg. lead 40 km

Sand avg. lead of 32 kms

Cement avg. lead of 01 km

P/L of screen/trash racks at intake

Provision for sign board.

Printing of Geo Tagged Photograps