New Okhla Industrial Development Authority Tender

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 150 in superstructure above plinth level up to floor V level in all shapes and sizes in: Cement mortar 1:4 (1 cement: 4 coarse sand) DAR Code 6.4.1

Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. (Note: Cement content considered in this item is @ 330 kg/cum Excess/less cement used as per design mix is payable/recoverable separately). All works upto plinth level

Washed stone grit plaster on exterior walls height upto 10 metre above ground level, in two layers, under layer 12 mm cement plaster 14 (1 cement: 4 coarse sand), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15 mm cement plaster 1:1/2:2 (1 cement: 1/2 coarse sand 2 stone chipping 10 mm nominal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings,complete as per specification and direction of Engineer-in-charge (payment for providing grooves shall be made separately)

Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge: 15 mm wide and 15 mm deep groove (DSR Code No-13.73.1) AOR

Centering and shuttering including strutting, propping etc, and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers DAR Code 5.9.5

Steel reinforcement for R.C.C. work including straightening, cutting. bending, placing in position and binding all complete upto plinth level.Cold twisted bars DAR Code 5.22.3

Earth work in Embankment in ordinary soil embankment to be in 20cm layers including rimming Dressing the surface to required levels with half tonne steel or wooden rammer and rolling every third and top most layer in roller 8 to 10 tonne capacity and including 1.50r, Lift and all lead (Earth shall be brought from a place which including cartage of carth by mechanically transport and T&P Labour ete required for proper completion Earth shall be arranged by the contractor at his own cot

12 mm Cement Plaster 14 (1 Cenment 4 Course sand)

40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 15 (1 cement 5 coarse sand), including pointing with cement mortar 1:2 (1 cement 2 stone dust) with an admixture of pigment to match the shade of stone Red sand ston

Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement 2 coarse sand (zone-III): 4 graded stone aggregate 12 5mm nominal size)

Steel work welded in built up sections/framed work i/c hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc as required in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (DSR Code No-10.25.2) AOR

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work (DSR Code. No- 13.61.1) AOR