Construction of Protection wall at Jamai Masjid Hanfia Tehlipora Rakh shalina

Engagement of labour for site clearance, including deployment of required labour for clearing the site of bushes, shrubs, grass, weeds, loose vegetation, rubbish, debris and other unwanted materials; cutting and removal of small vegetation; collection, loading, carrying and disposal of the cleared material at a suitable location as directed by the Engineer-in-Charge; and dressing, cleaning and levelling the site to the extent required, complete in all respects as per the directions of the Engineer-in-Charge.

Earth work in 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.

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:

Dry rubble masonary with hard stone in foundation and plinth

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 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone agg 20 mm N. size)

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

Centering and shuttering including strutting propping etc. and removal of same for retaining walls, return walls etc

Carriage of material by mechanical transport avg lead 07 kms including head load of 50mts

Provision for photographs signboard and paperwork, weepholes