Construction of iron gate and path way for newly constructed Sub-Divisional office at Pakherpora Kanidajen

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 :

Dumping stone excluding cost of stones. in Horizontal on level

Supply of Stone soling/boulder (nallah) nominal size 225 mm

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

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

12mm Cement plaster of mix: 1 : 6 ( 1 cement : 6 coarse sand)

Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Welded (including weight of L-Drops,Hinges and all accessories of Gate complete

Providing and fixing of lock.

Suppply and filling of boulders/GSB as back filling including all carriages complete Job. As directed

Carriage of Materials from source upto road site by Mechnical transport including cost of loading unloading and stacking : Stone soling avg. lead of 08 km

20mm chrushed aggregate avg. lead 45km

Sand avg. lead 36km

Cement avg. lead 02 km

3mm ACP board with complete cumputerized writing on the Board as per direction of I/c Engineer including frame and fixing etc complete job.

Printing of Geo Tagged Photograps pre-post and during execution.