M/O Building (Renovation And Face Lifting Of Godavri Market Sector-37) Noida - Excavation in foundation in ordinary soil (loam clay or sand) including lift upto 1.50 mtr. and lead upto 30.0 mtr. and including filling watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the E/I upto a distance of 30.0 mtr. from foundation trenches (where machine can not reach / move) for building work only. 2 Supply & stacking of good earth at site including royalty and carriage upto 5 km. lead complete (earth measured in stack will be reduced by 20% for payment). 3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (Zone-III) :derived from natural sources: 8 graded sone aggregate 40 mm nominal size derived from natural sources). 4 Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete 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. 6 Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using coarse aggregate as wall as fine aggregatederived from natural sources andcement 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). 7 Brick work withcommon burnt clay F.P.S. (non modular) bricks of class designation 10.0 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) 8 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shade. Area of slab upto 0.50 sqm 9 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Area of slab over 0.50 sqm 10 Providing and laying factory made coloured chamfered edge Cement Concrete paver blocks of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in requiredcolour & pattern over 50mm thick compacted bed of fine sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with jamuna sand and cutting of paverblocks as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns, drive ways or light traffic parking etc. complete as per manufacturers specifications & direction of Engineerin- Charge. 60mm thick C.C. paver block of M-35 grade with approved colour, design & pattern. 11 Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10mm wide filled with same mortar including ruled pointing etc. complete as per direction of engineer-in-charge. 12 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. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge.Note:- (1) The elevational area of the scaffolding shall be measured for payment purpose.(2) The payment will be made once only forexecution of all items for such works. 13 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. 14 Finishing walls with textured exterior paint of required shade: Old work (One or more coats) applied @ 1.82 ltr/10 sqm. 15 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) 16 Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. 17 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar 18 Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. 19 Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. 20 Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, includingloading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. 21 Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying (a) After surface preparation first layer of slurry of cement @ 0.488 kg/sqm. mixed with water proofing cement compound @ 0.253 kg/sqm. (b) Laying second layer of fiber glass cloth when the first layer still green overlaps of joints of fibre cloth should not be less than 10 cm. (c) Third layer of 1.15 mm thickness consisting of slurry of cement @ 1.289 kg/sqm. mixed with water proofing cement compound @ 0.670 kg / sqm. and coarse sand @ 1.289 kg / sqm. This will be allowed to air cure for 4 hours for followed by water curing for 48 Hrs. entire treatment will be taken upto 30 cm. on parapet wall and tucked into groove in parapet all around. (d) Fourth and final layer of brick pilling with cement mortar which will be paid for seperately. For the purpose of measurement the entire treated surface will be measured. 22 Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. 23 Single Seating Bollard of size 600 x 600 x 450 mmTR Concrete bench supply of concrete bench as per approved diesign casted in FRP mould for uniform surface strengthness and appropriate as precast with M-25 concrete mixed appropriate reinforcement, the other surface to be coated with sealer. 24 Double Seating Bollard of size 1200 x 600 x 450 mmTR Concrete bench supply of concrete bench as per approved diesign casted in FRP mould for uniform surface strengthness and appropriate as precast with M-25 concrete mixed appropriate reinforcement, the other surface to be coated with sealer. 25 6 Seating Bollard of size 3400 x 600 x 450 mmTR Concrete bench supply of concrete bench as per approved diesign casted in FRP mould for uniform surface strengthness and appropriate as precast with M-25 concrete mixed appropriate reinforcement, the other surface to be coated with sealer. 26 4 Seating Bollard of size 2400 x 600 x 450 mmTR Concrete bench supply of concrete bench as per approved diesign casted in FRP mould for uniform surface strengthness and appropriate as precast with M-25 concrete mixed appropriate reinforcement, the other surface to be coated with sealer. 27 Circular Seating - Supply of glass Fiber rainforced concrete bench as per approved design. The bench should be casted in fiber reinforced plastic or similar moulds allowing tolerance of + 10 mm. The wall thickness should be 25mm, casted in portland cement based of J.K. Cement, Ultratech or equivalent, using appropriate machineries reinforced akali resistence glass fibers ranging from 3-5% of N.E.G. or owner corning. The bench should be pigmented with synthetic oxide non fading, waterproof, UV resistence pigment of M/S baferrox / lanxees or equivalent. The outer surface need to be quoted with sealer. size- dia 900, height-450 28 Circular Planter - Supply of glass Fiber rainforced concrete bench as per approved design. The bench should be casted in fiber reinforced plastic or similar moulds allowing tolerance of + 10 mm. The wall thickness should be 25mm, casted in portland cement based of J.K. Cement, Ultratech or equivalent, using appropriate machineries reinforced akali resistence glass fibers ranging from 3-5% of N.E.G. or owner corning. The bench should be pigmented with synthetic oxide non fading, waterproof, UV resistence pigment of M/S baferrox / lanxees or equivalent. The outer surface need to be quoted with sealer. size- dia 900, height-450 29 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.). 30 Concrete Signoge - Supply of glass Fiber rainforced concrete bench as per approved design. The bench should be casted in fiber reinforced plastic or similar moulds allowing tolerance of + 10 mm. The wall thickness should be 25mm, casted in portland cement based of J.K. Cement, Ultratech or equivalent, using appropriate machineries reinforced akali resistence glass fibers ranging from 3-5% of N.E.G. or owner corning. The bench should be pigmented with synthetic oxide non fading, waterproof, UV resistence pigment of M/S baferrox / lanxees or equivalent. The outer surface need to be quoted with sealer. 31 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick 32 12 mm cement plaster of mix : 1:4 (1 cement : 4 coarse sand) 33 Fibre Glass Mesh Sheet tape for waterproofing (Murga Jali 45 GSM) 34 Providing wall putty on new Surface with Approved Quality Material of Berger/ J.K / Birla or Similar Make 2 Coats. 35 Applying priming coat with ready mixed red zinc chromate primer of approved brand and manufacturing on steel galvanised iron / steel works. 36 Painting with exterior texture applying of exterior texture (stone texture) with primer base. 37 P/F of 450 mm dia granite polished spheres with base plate of granite 38 Providing and fixing glazing in aluminium door,window,ventilator shutters and aprtitions etc with epdm rubber/neoprene gasket etc complete as per the architectural and the directions of engineer in charge (Cost of aluminium snap beading shall be paid in basic item) with flaot glass panes of 5mm thickness (weight not less than 12.50 kg/sq.m 39 Two track panels sliding window made of (small series) frame 42x44mm & sash 32 x60 mm both having wall thickness of 1.92m0.2 mm and single glazinf bead of appropriat e dimesnion (area of window upto 1.75 sq.m) (2 track sliding window) 40 P/F tiled False celing of size 595x595mm metal grid of hot dipped galvanized steel sections 12.5 mm thick 41 Dustbin-MSWD8Dim:- 370 L x 340 w x 875 H mm.Capacity:- 50 Ltr.Construction:-G.I. powder coated frame with 70 x 12 mm synthetic wood planks cladding (synthetic wood is a composite material of wood & plastic which makes it termite free and weather resistance & has a good self life).Inner Removable Bin for waste removable.Tilt able front lid. 42 Supplying composite Fibre Glass Reinforced Polymer (FRP) gratings of 40MM height . Load capacity should be 10 MT for width upto 300MM, 8 to 5MT for width from 300 MM to 450MM and 5MT TO 1 MT for width from 450MM to 600MM of make THERMODRAIN brand as directed by Engineer in charge. Material of the product should conform to IS 1726 and BSEN 124 for load test and permanent set. Average Wall thickness should be 8 mm. FRP shallcomprise of 60% resin and 40% Fibre glass with no filler content. Weight should not be more than 22 Kg/sq. meter. Mesh sizes is 34X34mm. For all dimensions, the allowable size variations should be +/- 2mm. Material of grating should be resistant to sunlight (UV Stabilised), chemical water and sewerage water. It should have high impact resistance,should be flexible and not brittle. 43 Supplying composite Fibre Glass Reinforced Polymer (FRP) L angle size 45x45x4 mm thick for 40mm Gratings of THERMODRAIN make FRP shall comprise of 60% resin and 40% Fibre glass with no filler content. It should be resistant to sunlight (UV Stabilised), chemical water and sewerage water. It should have high impact resistance, should be flexible and not brittle. 44 Steel work welded in built up sections/ framed work, included cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using stuctural steel etc. as required . In grating, framed, guard bar, ladder, railings, brackets, gates and similar works. 45 Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two ormore coats on new work. 46 Providing and fixing on wall face unplasticised rigid PVC rain water pipes conforming to IS : 13592 Types A including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.
