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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/ means over areas (exceeding 30 cm in depth, 1.5 min width as well as 10 sqm on plan) including getting out and disposal of excavated earthlead upto 50 m and for all lift, as directed by Engineer-in-charge. |
| 2 | 1:4:8 (1 cement: 4 coarse sand (zone-III) derived from natural sources:8 graded stone aggregate 40 mm nominal size derved from natural sources) |
| 3 | Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1cement: 2 coarse sand (zone-tit) derived from natural sources:4 graded stone aggregate 12.5 mm nominal size derived from natural sources) |
| 4 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinthin:6.2.2 Cement Mortar 1:6 (1cement: 6 coarse sand). |
| 5 | Providing and fixing 1st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to bespecified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12mm thick bed of cement mortar1:3 (1cement : 3 coarse sand) and joining with grey cement slurry @3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 6 | Kola stone slab flooring over 20mm (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):11.26.1 25mm thick |
| 7 | 12 mm cement plaster of mix:13.4.2 1:6 (1 cement : 6 coarse sand) |
| 8 | Providing and fixing angle Iron frames for doors, windows and ventilators of mildsteel Angle sections of size 35x35x5mm, joints mitred and welded by angle iron 35x35x5mm or 35x5mm ftal pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat or approved steel primer, all complete as per the directionof Engineer-In-charge. |
| 9 | Providing and applying white cement based putty of average thickness 1 mm,of approved brand and manufacturer, over the plastered wall surface ofcement 78.35 to prepare the surface even and smooth complete. |
| 10 | Finishing walls with acrylic smooth exterior paint of required shades :13.46.1 New work (Two or more coat applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/4010sqm) |
| 11 | Renewing glass panes, with putty and nails wherever necessary including racking out the old putty:14.5.2Float glass panes of nominal thickness 5 mm (weight not less than12.5 kg/sqm) |
| 12 | Providing & fixing Fly proof wire gauze 10 windows, clerestory windows&doors with M.S.Flat 15x3 mm and nuts & bolts complete.10.29.2 Slainless steel (grade 304) wire gauze or 0.5mm dla wireand1.4 mm aperture on both sides |
| 13 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (PartI) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:9.21.2-30mm thick including ISI marked Stainless Steel butt hinges with necessary screws. |
| 14 | Providing & fixing at all heights, levels and localions Mill finish Aluminium alloy roofing sheets of alloy IS designation 31500, temper Hx8 conforming to IS 737 and dimensions as per IS code 2676 with characteristics of good formability and corrosion resistance. The profile sheetsshall be fixed to truss members in slope or required pitch or curvature with Hex cap headed selfdrilling/tapping Stainless steel screws M6, 50mm long with 3mm EPDM seal washer etc. all inclusive of labour, scaffolding, T&P and sundries etc. complete as per directions of the Engineer-In-Charge. (Cost oftruss/frame work shall be paid separately).12.64.2 0.71 mm, Aluminium troughed profile with center to center pitch of 200mm, depth of 32mm, overall profile width 1092 mm. cover width 1000mm. |
| 15 | Dismantling roofing including ridges, hips, valleys and gutters etc.,and stacking the material within 50 metres lead of:15.28.1 G.S. Sheet |
| 16 | Cement concrete flooring 1:2:4 (1 cement :2 coarse sand:4 graded stone aggregate) finished with a floating coat of neat cement, includingcement slurry, but excluding the cost of nosing of steps etc. complete.11.3.1 40mm thick with 20mm nominal size stone aggregate |
| 17 | Brick work with common burnt clay F.P.S.(no modular) bricks of class designation 7.5in superstructure above plinth level upto floor V level in all shapes and sizes in:6.4.2 Cement mortar 1:6 (1cement : 6 coarse sand) |
| 18 | Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.15.2.2 Nominal concrete1:4:8 or leaner mix (including equivalent design mix) |
| 19 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour :13.41.1 New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than50 gram/litre |
| 20 | Painting wood work with deluxe Multi surface paint of required shade. Two or more coat applied @ 0.90 ltr/10sqm over an under coat of primer applied @ 0.75 ltr/10 sqm of apporoved brand and manufacture. |
| 21 | P/F ISI mark oxidised M.S. sliding door bolts with nuts & screws etc complete. 300x16mm |
| 22 | P/F ISI mark oxidised M.S. tower bolts, with necessary screws etc complete. 250x10mm |
| 23 | P/F ISI mark oxidised M.S. handles conforming to IS: 4992 with necessary screws etc complete. 125mm |
| 24 | P/F 150mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete. |
| 25 | Taking out existing wooden door shutter, repair by cutting, painting etc. and refixing of repaired door shutters to existing door frames, including replacement of hinges with screws, etc. as required, all complete as per the direction of the Engineer-in-charge. |
| 26 | Providing and fixing glass strips in joints of terrazo/Cement concrete floors. 11.13.140mm wide and 4mm thick |
| 27 | 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 of edges to give high gloss finish etc. complete at all levels. 8.2.2 Granite stones lab of colour black, Cherry/Ruby red8.2.2.2 Area of slab over 0.50 sqm |
| 28 | 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. 15.7.4 In cement mortar |
| 29 | Providing and fixing cupboard shutter with 19 mm thick one side decorative and other side balancing lamination factory pressed BWP grade marine ply as per IS 710 of approved brand Including 2mm thick PVC edge banding tape with hot glue by edg ebending machine etc.with auto closing spring loaded hinges (hydraulictype) etc.complete as per direction of Engineer-in-charge. (Payment of providing and fixing auto closing hinges shall be paid separately) |
| 30 | Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. |
| 31 | Centering and shuttering including strutting, propping etc. and removal of form for. 5.9.3 Suspended floors, roofs, landings, balconies & access platform |
| 32 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Mild steel and Medium Tensile steel bars |
| 33 | Rein forced cement concrete worik in beams, suspended floors, roofshaving slopeup to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral staircases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1cement:1.5coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20mm nominal size derived from natural sources). |
| 34 | 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\":22.7.1 With average thickness of 120 mm and minimum thickness at khurra as 65 mm. |
| 35 | Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.15.23.1 For thickness oftiles 10mm to 25mm |
| 36 | Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, inciuding fixing of neeessary butt hinges and screws and applying a priming coat of approved steel primer. |
| 37 | 1:2:4 (1 cement: 2 coarses and (zone-Ill) derived from natural sources:4 graded stone aggregate 20 mm nominal size derved from natural sources) |
