tender for structural repair toexternal walls of the cgm office purasaiwakkam chennai second call; 1 brick work with common burnt clay f.p.s. (non modular) bricks of class designation 5.0 in superstructure above plinth level up to floor v level in all shapes and sizes in :cement mortar 1:6 (1 cement : 6 m sand) 2 12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) 3 repair to plaster of thickness 12mm to 20 mm in patches of area 2.5 sqm and under, including cutting the patch in proper shape, raking out joints and preparing plastering the wall surface with white cement based polymer modified self curing mortar, including disposal of rubbish, all complete as per the direction of engineer-in- charge. 4 providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia m.s. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with m.s. tubes, m.s. tube challis, m.s. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. 5 chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of engineer-in-charge 25mm average thickness 6 cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush and thoroughly washing with water and allowing it to dry, all complete as per direction of engineer-in-charge 7 bars upto 12 mm diameter 8 bars above12 mm diameter 9 providing, mixing and applying bonding coat of approved adhesive on chipped portion of rcc as per specifications and direction of engineer-in-charge complete in all respect. 10 sbr polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer. 11 providing, mixing and applying sbr polymer (of approved make) modified cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of engineer-in-charge.25 mm average thickness in 2 layers. 12 providing, mixing and applying sbr polymer (of approved make @ minimum 2% by wt. of cement used) modified plain/reinforced cement concrete for structural members having minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10mm maximum size in proportion as per design criteria] with specified average thickness. 50mm thick in grade m 25 with cement content not less than 330 kg per cum 13 disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means including loading, transporting, unloading to approved municipal dumping ground or as approved by engineer-in-charge, beyond 50 m initial lead, for all loads including all lifts involved. 14 finishing walls with acrylic smooth exterior paint of required shade :old work (two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface 15 painting with synthetic enamel paint of approved brand and manufactureof required colour to give an even shade one or more caots on old work 16 white washing with lime to give an even shade :old work (two or more coats) . 17 providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate z sections and other sections of approved make conforming to is: 733 and is: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required epdm rubber/neoprene gasket etc. aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, aluminium snap beading for glazing / paneling, c.p. brass/ stainless steel screws, all complete as per architectural drawings and the directions of engineer-in-charge. (glazing, paneling and dash fasteners to be paid for separately) :for fixed portionanodised aluminium (anodised transparent or dyed to required shade according to is: 1868, minimum anodic coating of grade ac 15) 18 providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to is: 1868 with minimum anodic coating of grade ac 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with c.p brass/ stainless steel screws @ 200mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of engineer-in-charge. (only weight of grill to be measured for payment). 19 removingthe damaged unserviceable weld mesh along withsteel angle stacking the material and disposal of unserviceable material within a lead of 50 m 20 taking care of all pipe line like outdoor unit ac waste water pipe, drainage line rainwater pipe, water supply line like replacingfittings while working and restoring lines etc complete and as directed by the engineer in charge 21 creditfor taking back the old unserviceable weldmesh along with steel angle