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| 1 | 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 , dewatering, dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m and refilling of the sides of foundation all complete as per specification and as directed by the Engineer in charge. (a) All kinds of soil. |
| 2 | Supplying and filling in plinth with M.sand under floors, including watering,ramming, consolidating and dressing complete. |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinthLevel :(a) 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 20 mm nominal size) |
| 4 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. (a) Concrete of M30 grade with minimum cement content of 350 kg /cum |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form work for slabs, Beams and lintel sunshade etc,(any thickness) including removal of shuttering and props etc at all levels andall complete as per specification and as directed by the Engineer in charge. |
| 6 | Providing steel reinforcement for R.C.C. work including binding wire, cover block, straightening, cutting, bending, placing in position and binding all complete at all levels. (a) Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 7 | Providing and constructing half brick masonry with non modular fly ash bricks of class designation 10, conformingio IS :12894, in super structure above plinth and upto floor V level. Cement mortar 1:4 (1 cement :4 coarse sand) including suitable scaffolding and racking out joints andproviding and placing in position 2 Nos 8mm dia. M.S. bars at every third course of half brick masonryall complete as per specification and as directed by the Engineer in charge. |
| 8 | Providing and constructing brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in superstructure up to floor five level in :Cement mortar 1:6 (1 cement : 6 coarse sand) including suitable scoffolding and racking out joints etc, and all complete as per specification and as directed by the Engineer in charge. |
| 9 | Providing plastering to theExternal surfaces of brickwork/concrete at all elevations in cement mortar 1:4, 20mm thick including hacking of concrete surfaces with pointed tool, scaffolding, finishing, curing, forming grooves wherever necessary, all as per specifications and as directed by the Engineer in charge |
| 10 | Providing plastering to the internal surfaces of brickwork/concrete at all elevations in cement mortar 1:4, 12mm thick including hacking of concrete surfaces with pointed tool, scaffolding, finishing, curing, forming grooves wherever necessary, all as per specifications and as directed by the Engineer in charge |
| 11 | Providing and applyingfinishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied@ 2.20 kg/10 sqm) all as per specifications and as directed by the Engineer in charge |
| 12 | Providing and applying wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour all as per specifications and as directed by the Engineer in charge. (a) Two coats |
| 13 | 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.Note: The sample Granite got approved by the Engineer in charge before procurement.(a) Area of slab upto 0.50 sqm |
| 14 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer- in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge.d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge.With average thickness of 120 mm and minimum thickness at khurra as 65 mm |
| 15 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. (a) 80x1.25 mm M.S. laths with 1.25 mm thick top cover |
| 16 | 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 scaffolding, 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, including scaffloding all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) |
| 17 | Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : (a) 125x64x1.90 mm |
| 18 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISi, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete |
| 19 | Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete. (a)Twin rubber stopper |
| 20 | Providing and fixing Brass 100mm mortice latch and lock with 6levers with pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. |
| 21 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : (a) 150x10 mm |
| 22 | Multipurpose cement board reinforced with suitable fibre cement screw.Multipurpose cement board reinforced with suitable fibre cement screw.(a) 8 mm thick cement fibre board as per IS : 14862 |
| 23 | Providing and fixing float glass panes for table shutters(a) 5.0 mm thick glass panes (weight not less than 12.5 kg per sqm) |
| 24 | Providing and fixing sliding arrangement in Windows/ racks/ cupboards/cabinets shutter by with stainless steel rollers to run inside C or E aluminium channel section (The payment of C or E channel shall be made separately) |
| 25 | Providing and fixing zinc alloyed (white powder coated) touch lock for uPVC sliding window with necessary screws etc. complete. |
| 26 | Providing and fixing Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4mm wide aperturein uPVC windows/ventilators with necessary beading and screws etc, as per the Engineer in charge. |
| 27 | Providing and fixing \"Sandwich\" puf roofing sheets of approved manufacturers made out of 0.47mm thick colour coated Galvalume AZ-150, 550mpa colour coated RAL 9002 on top, 0.35mm thick AZ-70, 350mpa color coated Galvalume RAL 9003 liner with centre core made with 50mm thick Polyuerthane of Density 38kg/Cum to the required size as per the site condition (Approximately 1.0m width and 7.0m long) necessary over lappings, driven screws, labour for fixing in position transportation etc, including providing necessary flashing by folding bottom sheet to cover the puf portion at the exposed edges/ends et., and side faces of extreme end sheets etc., trimming, cutting to profile foam fillers all complete as directed by the Engineer-in-charge and as per manufacturer specification.Note: Only laid area without overlapping will be measured for payment. |
| 28 | Supplying and fixing of polycarbonate of multi wall compact type of 6mm thick using aluminium clamping profile with EPDM rubber gasket over the support structure, sealing the joint using proper silicon sealants and with all incidental including all wastages complete etc., as directed by the Engineer in charge. |
| 29 | Providing and fixing structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position, scaffolding and applying two coats of enamal paintwith yellow zinc priming coat all complete at all levels and as directed by the Engineer in charge |
| 30 | 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. |
| 31 | 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. |
| 32 | Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of:a) G.S. Sheet |
| 33 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : (a) Of area 3 sq. metres and below |
| 34 | Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-charge. |
