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| 1 | Stage Contract for the day to day maintenance works of the buildings of Katra Sector |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge: 1:3:6 or richer mix (i/c equivalent design mix) |
| 3 | Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge |
| 4 | Extra for cutting reinforcement bars manually/by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional areas of R.C.C. or R.B. work) as per direction of Engineer-in-charge |
| 5 | Extra for scraping, cleaning and straightening reinforcement from R.C.C or R.B work. |
| 6 | Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: In cement mortar |
| 7 | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m. (stacks of cleaned bricks shall be measured) : From brick work in cement mortar |
| 8 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 meters lead |
| 9 | of area of 3 Sqm. and below |
| 10 | of area beyond 3 Sqm |
| 11 | Taking out doors, windows and clerestory window shutters (steel or wood) including stacking within 50 meters lead |
| 12 | of area of 3 Sqm. and below |
| 13 | of area beyond 3 Sqm. |
| 14 | Demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 meters lead |
| 15 | Demolishing mud phaska in terracing and disposal of material within 50 meters lead |
| 16 | Dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meters lead |
| 17 | Repairs to plaster of thickness 12mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 meters lead With cement mortar 1:4 (1 cement : 4 fine sand) |
| 18 | Renewing glass panes, with putty and nails wherever necessary including raking out old putty |
| 19 | Float glass panes of thickness 4.0 mm (weight not less than 10kg/sqm) |
| 20 | Float glass panes of thickness 5.0 mm (weight not less than 12.5 kg/sqm) |
| 21 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering grade. All work upto linth level. |
| 22 | 1:5:10 (1 cement : 5 coarse sand : 10 graded crushed stone agg. 40mm nominal size) |
| 23 | 1:4:8 (1 cement : 4 coarse sand : 8 graded crushed stone agg. 40mm nominal size) |
| 24 | 1:3:6 (1 cement : 3 coarse sand : 6 graded crushed stone agg. 20mm nominal size) |
| 25 | 1:2:4 (1 cement : 2 coarse sand :4 graded crushed stone agg. 20mm nominal size) |
| 26 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in : Cement mortar 1:6 ( 1 cement : 6 coarse sand) |
| 27 | Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 28 | Extra for brick work/tile brick/AAC block masonry in superstructure above floor V level for each four floors or part thereof by mechanical means |
| 29 | Extra for brick work in square or rectangular pillars. |
| 30 | Half brick masonry with common burnt clay (non-modular) bricks of class designation 7.5 in foundations and plinth including curing in Cement mortar 1:4 ( 1 cement : 4 coarse sand) |
| 31 | Extra for half Brick masonry in superstructure above plinth level upto floor V level. |
| 32 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete |
| 33 | Centering and shuttering including strutting, propping etc and removal of form work for:- |
| 34 | Foundation, footing, bases of columns. |
| 35 | Suspended floors, roofs, Landing, balconies and access platform. |
| 36 | Shelves (Cost in Situ) |
| 37 | Edges of slab and breaks in floors and walls under 20 mm wide |
| 38 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 39 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 40 | Reinforcement for R.C.C work incuding straightening cutting, bending, placing in position and binding all complete, Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 41 | Steel work welded in built up sections/framed work, including cutting, 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 |
| 42 | Regrading terracing of mud phaska covered with tiles or bricks, in cement by dismantling tiles or bricks, removing mud plaster, preparing the surface of mud phaska to proper slope, relaying mud plaster gobri leaping and tiles or bricks, grouted in cement mortar 1:3 (1 cement: 3 fine sand), including replacing unserviceable tiles or bricks with new ones and disposal of unserviceable material to the dumping ground (the cost of the new tiles or brick excluded) within 50 meters lead |
| 43 | Raking out joints in lime or cement mortar and preparing the surface for re-pointing or re-plastering, including disposal of rubbish to the dumping ground within 50 meters lead |
| 44 | White washing with lime to give an shades |
| 45 | Old work (Two or more coats) |
| 46 | Old work ( One or more coats) |
| 47 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth incl. necessary repairs to scratches etc complete. |
| 48 | Distempering with 1st quality Acrylic/oil bound washable distemper (ready-made) having VOC content less than 50 grams/litre of approved manufacturer and of required shade and colour complete as per manufacturers’ specifications, one or more coats on old work |
| 49 | Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete |
| 50 | Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade, one or more coats on old work |
| 51 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade, one or more coats on old work |
| 52 | 15 mm cement plaster on the rough side of single or half brick wall of mix |
| 53 | 1:6 (1 cement : 6 coarse sand) |
| 54 | 1:4 (1 cement : 4 coarse sand) |
| 55 | 20 mm cement plaster of mix 1 : 6 ( 1 cement : 6 coarse sand) |
| 56 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade on New work (two or more coats) over and including priming coat with water thinnable cement primer |
| 57 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface |
| 58 | Finishing walls with acrylic smooth exterior paint of required shade on New work (Two or more coats applied @ 1.67 liter/10sqm over and including priming coat of exterior primer applied @ 2.20kg/10sqm) |
| 59 | Finishing walls with water proofing cement paint of required shade |
| 60 | New work (Two or more coats) applied @ 3.84 Kg/10Sqm |
| 61 | Old work (One or more coats) applied @ 2.20 Kg/10Sqm over priming coat of primer applied @ 0.80 ltrs./10 Sqm complete including cost of priming coat. |
| 62 | Applying priming coat |
| 63 | With ready mixed pink or grey primer of approved brand and manufacture on wood work (hard and soft wood) |
| 64 | With ready mixed red oxide Zinc Chromate primer of approved brand and manufacture on steel galvanized iron/steel works |
| 65 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade, one or more coats on old work |
| 66 | Wall Painting with acrylic emulsion paint of approved brand and manufacture to give an even shade. Two or more coats on new work |
| 67 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new work |
| 68 | Providing and applying white cement based putty of specified thickness, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 1 mm thick |
| 69 | Providing and applying white cement based putty of specified thickness, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 2 mm thick |
| 70 | Providing and fixing Polyethylene- Aluminum- Polyethylene (PE-ALPE) Composite Pressure Pipes conforming to IS: 15450, U.V. stabilized with carbon black having thermal stability for hot and cold water supply, capable to withstand temperature upto 80ºC, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. Elbows, tees, reducers, couplers and connectors etc. This includes testing of joints complete as per direction of the Engineer-in-charge: Internal work-exposed on wall with clamps at 1.00 meter spacing |
| 71 | 1216 (16mm OD) pipe |
| 72 | 1620 (20 mm OD) pipe |
| 73 | 2025 (25 mm OD) pipe |
| 74 | Providing and fixing Polyethylene- Aluminum- Polyethylene (PE-ALPE) Composite Pressure Pipes conforming to IS: 15450, U.V. stabilized with carbon black having thermal stability for hot and cold water supply, capable to withstand temperature upto 80ºC, including all special fittings of composite material (engineering plastic blend and brass inserts wherever required) e.g. Elbows, tees, reducers, couplers and connectors etc. This includes testing of joints complete as per direction of the Engineer-in-charge: Internal work concealed with clamps at 1.00 meter spacing including cutting the chases and making good the wall etc |
| 75 | 1216 (16mm OD) pipe |
| 76 | 1620 (20 mm OD) pipe |
| 77 | 2025 (25 mm OD) pipe |
| 78 | Providing and fixing G.I pipes complete with G.I fittings and clamps, including cutting and making good the walls etc Internal work-Exposed on wall (Surya, Jindal Make) |
| 79 | 15 mm dia nominal bore (Medium) |
| 80 | 20 mm dia nominal bore (Medium) |
| 81 | 25 mm dia nominal bore (Medium) |
| 82 | Providing and fixing G.I Pipes complete with G.I fittings excluding trenching and refilling etc (External work) (Surya, Jindal Make) |
| 83 | 15 mm dia nominal bore (Medium) |
| 84 | 20 mm dia nominal bore (Medium) |
| 85 | 25 mm dia nominal bore (Medium) |
| 86 | Providing and fixing G.I union in G.I pipe including cutting and threading the pipe and making long screws etc complete. (New work) (Surya, Jindal Make) |
| 87 | 15 mm nominal bore |
| 88 | 20 mm nominal bore |
| 89 | 25 mm nominal bore |
| 90 | Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. Single socketed pipes |
| 91 | 75 MM dia pipe |
| 92 | 110 MM dia pipe |
| 93 | Providing and fixing on wall face un-plasticized - PVC moulded fittings/ accessories for un plasticized Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion Bend 87.5° |
| 94 | 75mm dia bend |
| 95 | 110 mm dia Bend |
| 96 | Providing & fixing white vitreous China pedestal type water closet (Europen Type) with cistern (A/PHAS-100+Cat No. 21054) with CP bolts, nuts, CI chair hanging arrangements, bakelite seat & cover with CP hinges & rubber buffers, CP brass screw, washer with all accessories with WC connector with rubber lip/ buffer and side gap filled with silicon sealant wherever required. including brass/ SS screws and washer complete including cutting, making good the walls, floors, slab wherever required as per direction of engineer in charge |
| 97 | Providing & fixing of white vitreous china wash basin with pedestal (Hindware Cat No. 1008+ Pedestal Cat No. 11003) with CP brass waste assembly, CP cast brass bottle trap with extension piece (Jaguar Cat No. 769B+Parko 1535 or approve equivalent), 450 mm long CP Copper connecting pipes (Jaguar Cat No. 803B or Parko 1535 or approved equivelent) wall flanges and rubber adopters for waste connection complete including CI/MS brackets duly painted, nuts, washers, cutting and making good the walls floors wherever required as per direction of Engineer- in- charge. |
| 98 | Providing & fixing CP single liver extended basin mixer (Height 85 mm) without popup waste system with 450 mm long braided hoses and brass trap with all fittings and accessories as per direction of engineer in charge (Jaguar FUS 29023B) |
| 99 | Providing & fixing CP hand spray with lever control (health faucet) (Jaguar Cat No. ALDCHR-565) and flexible hose 1.0 mtr long connection with CP holder for hand spray complete in all respects as per direction of engineer in charge. |
| 100 | Providing & fixing CP brass angle valve for basin mixer and geyser points of approved quality conforming to IS : 8931 a) 15 mm nominal size (Make Jaguar FUS 29053). |
| 101 | Providing & fixing of Soap Dish Holder with all fittings as per direction of engineer in charge (Jaguar Cat No. ACN 113N). |
| 102 | providing & fixing 6 mm copper backed float glass mirror MODI/ SAINT- GOBAIN including 6 mm thick BWR type ply wood, 40 mm stainless steel channel plugged to wall, hard wood treated with two coats of wood preservative etc. All complete as specified and shown in drawing complete to the statisfaction of engineer in charge. |
| 103 | providing & fixing brass towel ring square with round flenge of approved make complete with all fittings (Jaguar Cat No. ACN 11021 BN) |
| 104 | Providing & fixing of glass shelf 600 m long with all CP fittings of approved quality complete item (Jaguar Cat No. ACN 11071 N). |
| 105 | Providing & fixing toilet holder with all fittings Jaguar Contienal ACN 1153 N. |
| 106 | Providng & fixing 15 mm dia CP brass bib cock with wall flange of approved quality conforming to IS standard (Jaguar Cat NO. 29037) |
| 107 | Providing & fixing regular body of concealed stop cock suitable for 15 mm pipe line with protection cap (Jaguar ALD-083) with exposed part angular stop cock with flange FUS 29.53 |
| 108 | Providing & fixing heavy class SS grating with cockroach proof SS stramer of approved design including floor trap & setting in floor with cement motor to match with floor finish as per direction of engineer in charge (Size 100 mm dia (ISI marked) |
| 109 | Providing and fixing of CP brass 2 in 1 wall mixer Jaguar MAKE |
| 110 | Providing and fixing of CP brass basin mixer Jaguar MAKE |
| 111 | Providing and fixing of CP brass waste coupling full length for wash basin etc |
| 112 | Providing and fixing of plain CP jali |
| 113 | Providing and fixing of cp brass cap |
| 114 | Providing and fixing of CP brass nipple (12-25) mm long Jaguar MAKE |
| 115 | Providing and fixing of CP brass nipple (12-37) mm long Jaguar MAKE |
| 116 | Providing and fixing of CP brass nipple (12-100) mm long Jaguar MAKE |
| 117 | Providing of CP brass liquid soap Dispenser |
| 118 | Providing and fixing of powder coated aluminium 50 microns in partitions including glazing with float glass pane of minimum 5mm thickness or 12mm thick particle board decorative on both sides average spacing between each aluminium members should not exceed 0.9m c/c both horizontally and vertically. Complete including all harware items ie Handles, hinges, tower bolts, door, closer, Aldrop, rubber sealing etc. Including all types of doors and windows. (Double shutters for doors and windows will be paid for separately) |
| 119 | Waste couplling |
| 120 | Phase |
| 121 | Long nose bib cock |
| 122 | PVC connection pipes |
| 123 | Waste pipes |
| 124 | ball valves-3/4'' |
| 125 | ball valves-(1/2)\\" |
| 126 | Chrome Plated (CP)Towel Ring Jaguar MAKE |
| 127 | Seat cover Jaguar MAKE |
| 128 | C.P Jet sprayJaguar MAKE |
| 129 | C.P pillar cock Jaguar MAKE |
| 130 | Acid for cleaning of chocked Waste pipes |
| 131 | CP Soap dish container |
| 132 | Providing and Fixing of Stainless steel Gate of grade 304 of Jindal Make |
| 133 | Providing and Fixing of Stainless steel Railing of grade 304 of Jindal Make of minimum height 0.9m. The minimum horizontal member in the railing should be 4 in nos including top rail. The verticles post should be 1.5m centre to centre and intermediate post should be provided on each step including main posts at each corner. |
| 134 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank |
| 135 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone- III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size),inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 136 | Extra for depth. for man holes of Size 90x80cm With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 137 | Providing and fixing aluminum 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, fixed with dash fastener of required dia. and size including necessary filling up of gaps at junctions i.e, at top, bottom and sides with required EPDM rubber / neoprene gasket felt etc. Aluminum sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminum snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-Charge (glazing, panelling and dash fasteners to be paid for separately.) For fixed portion |
| 138 | Anodized aluminum (Anodized transparent or dyed to required shade according to IS:1868, minimum anodic coating of grade AC 15) |
| 139 | Powder coated aluminum (minimum thickness of powder coated 50 microns) |
| 140 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections / appropriate Z-section and other sections of approved make conforming to IS 733 and IS 1285, fixed with dash fastener of required dia and size incl. necessary filling upto gaps at junctions i.e at top, bottom and sides with required EPDM rubber/ neoprane gasket felt etc. Aluminium section shall be smooth, rust free, straight, mitred and jointed mechanically wherever required incl. cleat angle, aluminium snap beading for glazing / panelling, C.P brass / stainless steel screws, all complete as per architectural drawing and the directions of Engineer-in-charge (glazing ,panelling and dash fasterner to be paid for reparately). For fixed portion For shutters of doors, windows & ventilators incl. providing and fixing hinges /pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprane gasket required (fittings shall be paid for separately). |
| 141 | Anodized aluminum (Anodized transparent or dyed to required shade according to IS:1868, minimum anodic coating of grade AC 15) |
| 142 | Powder coated aluminum (minimum thickness of powder coated 50 microns) |
| 143 | Providing and fixing 12mm thick prelaminated particle board flat pressed three layer or graded wood particle board (conforming to IS: 12823 Grade-I type-II) in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-incharge. Pre-laminated particle board with decorative lamination on both sides |
| 144 | Providing and fixing glazing in aluminum door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineerin-charge. (Cost of aluminum snap beading shall be paid in basic item.) With float glass panes of 5.0 mm thickness (weight not less than 12.50 kg / sqm) |
| 145 | Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS : 6315 marked, having brand logo embossed on the body/plate with double spring mechanism and door weight upto 125 kg for doors including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineerin- plate etc. complete as per the direction of Engineer-in-charge. With Stainless Steel cover plate minimum 1.25 mm thickness |
| 146 | Providing and fixing Brass 100mm mortice latch and lock with 6levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete |
| 147 | Providing and fixing aluminum sliding door bolts ISI marked anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete |
| 148 | 300 x 16mm |
| 149 | 250 x 16mm |
| 150 | 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. |
| 151 | 200 x 10 mm |
| 152 | 150 x 10 mm |
| 153 | 100 x 10 mm |
| 154 | Providing and fixing alumnium handles ISI marked anodised (anodic coating not less than grade AC as per IS:1868) transparent or dyed to required colour and shade with necessary screws etc complete. |
| 155 | 125mm |
| 156 | 100mm |
| 157 | Providing and fixing in position collapsible steel shutters with vertical channels 20x 10x2 mm and braced with flat iron diagonals 20 x5 mm size with top and bottom rail of T- iron 40x40x6mm with 40 mm dia, steel pulleys complete with bolts, nuts, locking arrangment, stoppers, handles, including applying a priming coat of approved steel primer. |
| 158 | Providing & fixing panelled or panelled & glazed shutters for Doors and windows & clerestoy windows incl. ISI marked M.S pressed Butt hinges bright finished of required size with necessary screws excluding panelling which will be paid separately, all complete as per direction of Engineer-in-charge. |
| 159 | Second class Deodar wood : 30mm thick |
| 160 | Second class Deodar wood : 35mm thick |
| 161 | Providing & fixing panelling or panelling & glazing in panelled or panelled and glazed shutters for doors, windows & clerestory windows (Area of opening for panel insert excluding portion inside Grooves or rebates to be measured) panelling for panelled or panelled & Glazed shutters 25mm to 40mm particle board 12mm thick, |
| 162 | Providing and fixing 35mm thick wire gauge shutters using Galvanised M.S wire gauge of average width for aperture 1.4mm in both directions with wire of dia 0.63 mm for doors, windows and clear story windows with hinges and necessary screw & including ISI marked bright M.S bright finished M.S Butt hinges with neceaasry screw of required size. Second Class Deodar wood. |
| 163 | Providing and fixing wooden moulded beading to doors & windows frames with iron screws, plugs & priming coat on unexposed surface etc complete. 2nd class Teak wood |
| 164 | 50x12mm |
| 165 | 50 x 20mm |
| 166 | Providing & fixing curtain Rods of 1.25 mm thick chromium plated brass plate with two chromium plated brass Brackets fixed with C.P Brass screws & wooden plugs etc wherever necessary complete. |
| 167 | 20mm dia |
| 168 | 25mm dia |
| 169 | Providing and fixing tiles false ceiling of approved material of 595x595 mm in true horizontal level suspended on inter locking metal grid of hot dipped galvanised steel sections (galvanised @ 120 Sqm. both side inclusive) consisting of main \\"T\\" runner with suitably spaced joints to get required length and of size 24x38mm made from 0.30mm thick (minimum) sheet spaced at 1200mm center to center and cross \\"T\\" of size 24x25mm made of 0.30 thick sheet 1200mm lay spaced between man \\"T\\" at 600mm center to center to form a grid of 1200x600mm and secondary cross \\"T\\" of length 600mm size 24x25mm made of 0.30 mm thick sheet to be interlocked at middle of 1200 x 600mm panel to form grids of 600x600 and wall angle of size 24x24x0.30mm laying false ceiling tiles of approved texture in the grid. including, wherever required cutting/making, opening for services like diffusers, grills, light fittings, fixtures smoke detectors etc Main \\"T\\" runners to be suspsnded form ceiling using G.I slotted cleats of size 27x37x25x1.6mm fixed to ceiling with 12.5mm dia and 50mtr. long dash fasterners 4mm G.I adjustable rods with galvanised butterfuly level clips of size 85x30x0.8mm spaced at 1200mm center to center along main T, bottom GI Metal ceiling lay in perforated Tegular edge glob white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop made of GI sheet having galvanizing of 100 gm/sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NCR (Noice Reduction Coefficient) of 0.5 electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation, and backed with a black Glass fiber acoustical fleece. Exposed width of 24mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. |
| 170 | 10cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25mm thick mud mortar mixed with bhusa at 35 kg/Cum of earth and gobri leeping with bhusa at 3.5kg/cum 8 earth and mixed with 1:1 (1 clay : 1 cow dung) and covered with flat tile bricks of class designation 100 grouted with cement mortar 1:3 mixed (1 cement : 3 fine sand) with 2% of integal water proofing compound by weight of cement and finsihing neat with hand moulded FPS brick tiles. |
| 171 | Extra for every additional 1 cm thickness of mud phaska. |
| 172 | Providing gola 75 x 75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand 4 graded stone 10mm down gauge) incl. finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design in 75 x 75mm deep chase. |
| 173 | Making khurras 45x45cm with average min. thickness of 5cm cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone agg. 20mm nominal size) over pvc sheet 1mx1mx400 micron finished with 12mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 174 | Providing and laying water proofing treatment in sunkan portion of WCs, bathroom etc. by applying cement slurry mixed 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. This layer will be allowed to air cure for 4 hours. b)Second layer of sullary of cement @ 04242 Kg/Sqm mixed with water proofing cement compound @ 0.126 Kg/Sqm. This layer will be allowed to air cure for 4 hours followed with water curring for 48 hours. The Rates includes prepration of surface, treatment and sealing of all joints, corners, junctions of pipes and masonary with polymer mixed slurry. |
| 175 | Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed 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 of second layer of fiber glass cloth when the first layer is still green.Overlaps of joints of fiber cloth should not be less than @0.253 kg/sqm c) Third layer of 1.5 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 followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around d) forth and final layer of brick tiling with cement mortor (Which will be paid for separately) for the purpose of measurement the entire treated surface will be measured. |
| 176 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement incl. cement slurry but excluding the cost of nosing of steps etc complete |
| 177 | 40 mm thick with 20 mm nominal size stone agg (Crushed) |
| 178 | 50 mm thick with 20 mm nominal size stone agg (Crushed) |
| 179 | Providing and fixing gang saw cut mirror polished (pre moalded and pre polished) machine cut for kitchen, platform, vanity counters, window sills facias and similar locations of required size of approved shade colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement matching pigment, epoxy touch ups including rubbing moulding and polishing to edge to give high gloss finisg etc complete at all levels. Granite of any colour and shape (area of slab upto 0.50 Sqm)16mm thick |
| 180 | Extra for providing edge moulding to 18mm thick marble stone counters, Vanities etc including machine polishing to edge to give high gloss finish etc complete as per design approved by Engineer-in-charge. Granite work |
| 181 | Extra for providing frosted glass panes 4 mm thick instead of ordinary float glass panes 4 mm thick in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured) |
| 182 | Providing and fixing M.S Grills of required pattern in frames of windows etc with M.S Flats square or round bars etc incl. priming coat with approved steel primer all complete |
| 183 | Fixed to steel windows by welding |
| 184 | Fixed to openings / wooden frames |
| 185 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622 of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1cement :4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete Size of tile 600x600 mm |
| 186 | Providing & fixing of PVC Panelling (Hard) in walls of approved brand incl. necessary screws & fittings as per directions of Engineer in charge all complete job |
| 187 | Supply of labour for repair works |
| 188 | Black smith Ist class |
| 189 | Carpanter Ist class |
| 190 | Carpenter 2nd class |
| 191 | Mason Ist class |
| 192 | Mason 2nd class |
| 193 | Painter |
| 194 | Mazdoor |
| 195 | Malli |
| 196 | Sweeper |
| 197 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared |
| 198 | Electrical Works |
| 199 | Slip clearance |
| 200 | In soils; mixed with moorum / Kankar / shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m |
| 201 | In soils; mixed with Decomposed Rocks; by blasting or any other means |
| 202 | In hard rocks; by blasting |
| 203 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres |
| 204 | All kind of soil |
| 205 | Ordinary rock |
| 206 | Hard Rock (Blasting prohibited ) |
| 207 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth 1 meter from cutting edge as directed All kind of soil |
| 208 | Dry random rubble masonry with hard stone in foundation and plinth With bond stone (Nallah) |
| 209 | Dumping stone including cost of stones. in Horizontal on level |
| 210 | Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 211 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 212 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) with 20% plums |
| 213 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) with 20% plums |
| 214 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 215 | Foundations, footings, bases of columns etc. for mass concrete |
| 216 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 217 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 218 | Hand packed stone filling in wire crates incl. cost of stone & wire crates size 6.00 m X1.20X1.20 (Recovery rate of wire crates @ the prevailing stock rates +taxes if supplied by the department) |
| 219 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared |
| 220 | Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete. Non-pressure NP-3 class (Medium duty) R.C.C. pipes 450 mm dia. R.C.C. pipe |
| 221 | Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete. Non-pressure NP-3 class (Medium duty) R.C.C. pipes 600 mm dia. R.C.C. pipe |
| 222 | Providing & Filling of RBM (River Bed Material) on road surface, including watering and compacting with power road roller under optimum moisture conditions to give at least dry density incl all carriage lead, lift, loading/ unloading/handling/ rehandling Complete |
| 223 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 |
| 224 | Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm |
| 225 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening/ binding material to fill up interstices of coarse aggregate, watering and compacting to the required density |
| 226 | Supplying and stacking at site Stone screening of size 13.2 mm nominal size (Type A) |
| 227 | Supplying and stacking at site stone dust |
| 228 | Providing, laying, spreading and compacting graded stone aggregate (Size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper at site, for all lead and lift , laying in uniform layers with mechanical paver finisher in sub-base/base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and direction of Engineer-in-charge |
| 229 | Providing & laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of engineer- in- charge 50 mm average compacted thickness with bitumen of grade VG-30 @3.5% (percentage by weight of total mix) prepared in Drum type Hot mix plant of 60-90 TPH capacity. |
| 230 | Providing and applying tack coat using hot straight run bitumen of grade – VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On bitumen surface @ 0.50 Kg/sqm. |
| 231 | 2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately) with paving Asphalt grade VG-30 with no solvent |
| 232 | Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine sand aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete |
| 233 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil |
| 234 | Chequered terrazzo tiles 22mm thick in floors on 20 mm thick bed of cement mortar 1:4Dark shade using ordinary cement. |
| 235 | C.G.I. SHEETS ROOFINGProviding corrugated G. S. sheet roofing including vertical/curved surfacefixed with polymer coated J or L hooks, bolts and nuts 8mm diameter withbitumen and G.I limpet washers or with G.I. limpet washers filled withwhite lead, including a coat of approved steel primer and two coats ofapproved paint on overlapping of sheets complete (upto any pitch inhorizontal/vertical or curved surface)excluding the cost of purlins, raftersand trusses and including cutting to size and shape wherever required. |
| 236 | 1.60 mm thick with zinc coating not less than 350 gram/m2 |
| 237 | 1.25 mm thick with zinc coating not less than 350 gram/m2 |
| 238 | 1.00 mm thick with zinc coating not less than 275 gram/m2 |
| 239 | 0.80 mm thick with zinc coating not less than 275 gram/m2 |
| 240 | 0.63 mm thick with zinc coating not less than 275 gram/m2 Please Enable Macros to View BoQ information |
