Re-Tender for C/o Toe wall, steps and paved path between faculty housing C23 and C24, C30 and C31 and raising the height of existing toe wall between C20 and S11, C20 and C19, C19 and C16 and C19, back side of C22 and back side of C24 at North campus

Amount

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth in all lead and lift, as directed by Engineer-in-Charge: All kinds of soil as per entire satisfaction and direction of Engineer-in-charge.

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth in all lead and lift, as directed by Engineer-in-charge. All kinds of soil as per entire satisfaction and direction of Engineer-in-charge.

Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, in all lead and lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil as per entire satisfaction and direction of Engineer-in-charge.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : "1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size) per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.

Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.

Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.

Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.

Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved s;ze, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.

Providing and laying in position plum concrete with hard stones bolders in Retaining wall etc. upto all heights and level, size and shape, etc with cement concrete with mix (1:3:6) 1 cement, 3 coarse sand,6graded stone aggregate 40mm nominal size using maximum 40% hard stone boulders in plum concrete as per direction and entire satisfaction of Engineer-in-charge.(excluding the cost of centering and shuttering.) as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.

Providing and fixing 110mm dia Unplasticized rigid PVC pipe of required size for weep holes in plum concrete walls including cutting, placing and fixing in required slope all complete as per entire satisfaction and direction of Engineer-in-charge including carriage of material in all lead and lift.

RAJENDRA MITTAL CONSTRUCTION CO. PVT. LTD.