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| 1 | 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 |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 3 | 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 |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.. All Kinds of soil. |
| 5 | 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) : 8 graded stone aggregate 40 mm nominal size) |
| 6 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 7 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 8 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate |
| 9 | Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete. Granite of any colour and shade. |
| 10 | Providing and fixing automatic Barrier 6.00 mtr. lenght Hydraulic barrier or electro mechanicall Right/Left version likde BENINCA/FAAC/CAME/MAGNATIC Auto Control/Motion or equivlaent as approved by engineer-in-charge with boom opening/closing Time5-6 sec. Fully Automatic with use cycles 100% Duty with push button, Four J hooks, Foundation plaste oliv Round Boom Push Button with following specification power supply Vac/Hz 230+6% 10 50 Absorbed power w 220 absorbed current A 1 Type of oil accordingly as requiret Oil quanity L1 1.8 winding heat protection C 120 Anti crushing system standard by pass valves Type of slow down Electronic Operating ambient temperature C 20/+55, Hood protective treatment catachresis AISI316L Protection class IP-44 Body Dimensions 390mm, 200mm, 1080mm Electric motor detail tech 1400 rpm & to 2800rpm or as per direction of Engineer-in-charge |
| 11 | Providing and placing in position 100 mm thick factory made machinebatched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. |
| 12 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality EHD - 35 Circular shape 560 mm internal dia |
| 13 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth |
| 14 | 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 leads including all lifts involved |
| 15 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 16 | Supplying of good earth in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks for filling up ground depresssion lead upto 15 Km and lift upto 1.50 m. |
| 17 | Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course 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 sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of Engineer in-Charge. 60mm thick Cement concrete paver block of M-35 grade with approved colour, design & pattern. |
| 18 | Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 19 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 80 mm dia nominal bore |
| 20 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 40 mm dia nominal bore |
| 21 | Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work : 40 mm diameter pipe |
| 22 | 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. 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 23 | 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-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 24 | Washed stone grit plaster on exterior walls height upto 10metre above ground level,in two layers,under layer12mm cement plaster 1:4 (1 cement : 4 coarse sand ), furrowing the under layer with scratching tool,applying cement slurry on the under layer @ 2 Kg of cement per square metre, toplayer 15mm cement plaster 1: 1/2:2 (1cement: 1/2 coarse sand : 2 stone chipping 10mm nominal size), inpanels with groove all around as per approved pattern,including scrubbing and washing the to player with brushes and water to expose the stone chippings,complete as per specification and direction of Engineer-in- charge (payment for providing grooves shall be made separately). |
| 25 | Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge :20 mm wide and 15 mm deep groove |
| 26 | 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 andreinforcement 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. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 27 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 28 | Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants, with C.I. surface box 350x350 mm top and 165 mm deep ( inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 29 | Supply of 150 LED Luminaire for Flood Light with Warranty for free replacement 1 year 140 to 270 Volts AC at 50 Hz+/-2 Hz with auto cutt off at below 120V, including all wiring, circuity, switch & installation (make for LED Street light Bajaj, Cropton, Orient or equivalent). |
| 30 | Providing, fixing erection and testing of 3\\"aesthetic decorative street light pole of 6 Mtr. Hight having base plate welded on bottom of pipe of suitable thickness with foundation including excvation shuttering and cement concrete complete etc as required and as per direciton of the Engineer-in-charge at site. |
| 31 | Installation of Water Fountain with Multiple fine streams creating a 2-tier watereffect.Size:-Available in 25mm and 50mm inlets with fixed and adjustable nozzles of Cast Bronze/machined Brass Crown jet nozzle 3/8 mm which can be customized for various stream sizes. Vertical jet nozeel 1 inch, Type:- Water level independent (no changes in watereffect with varying water level. having submersibble Pump of 15 HP, 3phase motor of Kirloskar make, Electrical panel: Wall mount type /floor mounted, the panel shall be fabricated out of 8\\" thick CRC, MS sheet, duly with synthetic paint of approved shade over a coat of redoxide primer, Consisting of main incomer switch, Ammeter for current rating, Voltmeter and phase indicating lamps, Push button on/off switches for each Pump of L& T Company make, LED based waterproof nozzle, Voltage-12 V,Wattage- 18 W, Body-SS., Dia-110mm. *Heght- 40mm, Grade- IP 68, Colour-RGB, Warranty- Lyear replacement form the delivery time, having LED Light Controller with Remote system, SS Light Stand, PVC Ball Valve 63 mm & 50 mm, GI B-Class ring 50 mm including socket (JSW/JINDAL B CLASS) 45 feet & 27 feet dia & 15 feet dia, Necessary electrical work such as submersible cables, conducting, wiring of underwater light & pumps with the following size. (from light fixture & pump to control panel)4 mm 3core wire, 1.5mm 4core wire of Havells, finolex, national/plaza Plumbing PVC piping material of Supreme company make complete with all installation, testing and commissioning, inclusive of all taxes and Transportation. |
| 32 | Providing and laying Neelgiri/Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light waterning with sprinkler and maintenance for 30 days or more till the grass establish properly, as per direction of officer-in-charge. |
| 33 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) : 2.14.2 (H) Holes 90 cm dia, and 90 cm deep |
| 34 | Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately) |
| 35 | Supplying and stacking of well decayed cattle manure at site including royalty and carriage upto 5 k.m. lead complete (cattle manure measured in stacks will reduced by 8% for Payment). |
| 36 | Filling mixture of earth and sludge or manure in the desired proportion in trenches, flooding with water and leveling (cost of supplying earth and sludge or manure and mixing excluded). |
| 37 | Providing and fixing M. S. tree guard 45 cm square in plan, height 1.20 metre above ground level and 0.40 metre below ground level. The vertical members shall consist of four nos. angle iron of size 25x25x3 mm, 1.6 m long, one at each corner and 8 nos flat iron of size 25x3 mm, 1.2 m long. The vertical members shall be welded to 4 nos. 25x6 mm M. S. flats placed horizontally around the vertical member of the cage. One name plate of 1 mm thick M.S. sheet of size 250x100 mm shall be welded to the tree guard near the middle height and lettered CPWD/ PWD/ any other approved name. The tree guard shall be fixed to the ground by making suitable holes and by embedding four corners leg in the ground, including refilling the earth, compaction etc. complete. The tree guard shall be painted with two or more coats of synthetic enamel paint of approved brand and manufacture over a coat of primer, complete in all respect. |
| 38 | Tree plants of height 5'-6' such as sevel/ Alestonia Big Poly Bag including cartage , loading unloading and planting the plant at site . |
| 39 | Tree plants of height 6'-7' such as Molsri 10 \\" E. Pot including cartage , loading unloading and planting the plant at site . |
| 40 | Ficuss panda 2.5'-3' in 10\\"E.Pot well grown including cartage , loading unloading and planting the plant at site . |
| 41 | Ficuss Nuda 2.5'-3' in 10\\"E.Pot well grown.including cartage , loading unloading and planting the plant at site . |
| 42 | Shrubs 4'-5' height such as Peli Kanier in 10\\" Earthen pot well grown including cartage , loading unloading and planting the plant at site . |
| 43 | Chandni (Variegated) of 2’ to 2.5’ height 10”E/pots well grown.including cartage , loading unloading and planting the plant at site . |
| 44 | Boganvillia named variety 2' to 3' in 10\\" e.pot well grown including cartage , loading unloading and planting the plant at site . |
| 45 | Ashok pendula 8'-9' height in 12\\" E. Pot including cartage , loading unloading and planting the plant at site . |
| 46 | Ficus benjamina 3' to 4' in 10\\" e.pot well grown including cartage , loading unloading and planting the plant at site . |
| 47 | Plumaria alba round leaves well grown 3-4 branches 4'-5' height in 12\\" E. Pot including cartage , loading unloading and planting the plant at site . |
| 48 | Hedges 1'-2' height such as putranjiva, Poly Bag.including cartage , loading unloading and planting the plant at site . |
| 49 | Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland /Portland Slag cement, admixtures in ecommended 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 and inishing 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 minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level : Concrete of M10 grade with minimum cement content of 220 kg /cum |
| 50 | 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. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 51 | Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia |
| 52 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 53 | Supplying and filling in plinth with sand under floors including, watering, ramming consolidating and dressing complete. |
| 54 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 55 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor III level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 56 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 57 | (57) Centring and shuttering including strutting, propping etc. and removal of form for all heights.(57.1) Foundations, footings, bases of columns etc. for mass concrete. |
| 58 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 59 | Suspended floors, roofs, landings, balconies and access platform. |
| 60 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. |
| 61 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 62 | Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 63 | Weather shade, Chajjas, corbels etc., including edges. |
| 64 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo -Mechanically Treated Bars of grade Fe-500D or more. |
| 65 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 66 | Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 67 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 68 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement :4 coarse sand) ement mortar 1:6 (1 cement : 6 coarse sand) |
| 69 | 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 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600x600 mm |
| 70 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 oarse sand), Jointing with grey cement slurry @ 3.3 kg/sgm including pointing the joints with white cement and matching pigment etc., complete. |
| 71 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to 1S: 15622 (thickness to be specified 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 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. |
| 72 | Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete (Copper oxidised as per IS 1378) : 100x10 mm |
| 73 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete (Copper oxidised as per IS 1378) 125 mm |
| 74 | Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : 125x64x1.90 mm |
| 75 | Providing and fixing aluminium sliding door 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 nuts and screws etc. complete :250x16 mm |
| 76 | (70) 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 :(70.1) 150x10 mm |
| 77 | 100x10 mm |
| 78 | (71) 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) :(71.1)For fixed portion Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 79 | For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately).Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 80 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/ neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item) :With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm) |
| 81 | Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, 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-in-charge. Pre-laminated particle board with decorative lamination on both sides. |
| 82 | 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:(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. |
| 83 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : In 75x75mm deep chase |
| 84 | Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1mx1mx400micron, finished with 12mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement rounding the edge sand making and finishing the outlet complete. |
| 85 | Providing and fixing on wall face unplasticised 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.(i) Single socketed pipes.110 mm diameter |
| 86 | (79) Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised 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.(79.1) Coupler 110 mm |
| 87 | Single tee with door 110x110x110 mm |
| 88 | Bend 87.5° 110 mm bend |
| 89 | Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete 110 mm |
| 90 | Providing and fixing rectangular high density polyethylene water storageloft tank with cover, conforming to ISI : 12701, colour of opaque white oras approved by Engineer-in-charge. The rate includes making necessaryholes for inlet, outlet & over flow pipes. The base support Including fittings& fixtures for tank shall be paid separately. |
| 91 | (82) Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge Internal work - Exposed on wall(82.1) 15 mm nominal outer dia Pipes |
| 92 | 20 mm nominal outer dia Pipes |
| 93 | 25 mm nominal outer dia Pipes |
| 94 | (83) Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.(83.) 15 mm nominal outer dia Pipes |
| 95 | 20 mm nominal outer dia Pipes |
| 96 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid |
| 97 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :Range of three urinal basins with 10 litre white P.V.C. automatic flushing cistern |
| 98 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap |
| 99 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Flexible 40 mm dia |
| 100 | Providing and fixing 100 mm sand cast Iron grating for gully trap. |
| 101 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 102 | Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms |
| 103 | Providing and fixing PTMT shelf 440 mm long, 124 mm width and 36 mm height of approved quality and colour, weighing not less than 300 gms |
| 104 | (92) Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :(92.1) 25 mm nominal bore |
| 105 | 20 mm nominal bore |
| 106 | (93) Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :(93.1) 15 mm nominal bore |
| 107 | 20 mm nominal bore |
| 108 | Providing and fixing uplasticised PVC connection pipe with brass unions : 45 cm length 15 mm nominal bore |
| 109 | (95) Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) (95.1) 15 mm nominal bore |
| 110 | 20 mm nominal bore |
| 111 | 25 mm nominal bore |
| 112 | Providing and fixing PTMT stop cock of approved quality and colour. 15 mm nominal bore, 86mm long. Weighing not less than 88 gms. |
| 113 | Providing and fixing PTMT, push cock of approved quality and colour. 15 mm nominal bore, 98mm long. Weighing not less than 75 gms. |
| 114 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 15 mm nominal bore |
| 115 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 15 mm nominal bore |
| 116 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. 15 mm nominal bore |
| 117 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore |
| 118 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15mm nominal bore |
| 119 | 12 mm cement plaster of mix : 1:6 (1 cement : 6 Fine sand) |
| 120 | 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1cement: 4 fine sand). |
| 121 | 6 mm cement plaster of mix : 1:3 (1 cement: 3 fine sand) |
| 122 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. |
| 123 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour :New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre |
| 124 | Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 125 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit, with piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FRLS/HFFR PVC insulated copper conductor single core cable etc. as required. (Group C). |
| 126 | Wiring for circuit/sub main wiring along with earth wire with the following sizes of FR L.S. PVC insulated copper conductor, single core cable in surface/recessed steel conduit as required. a) 2x2.5 sq.mm + 1x2.5 sq. mm earth wire. |
| 127 | b) 2x6 sq. mm + 1x6 sq. mm earth wire |
| 128 | Wiring for light /power plug with 2x4 sq.mm FR PVC insulated copper conductor single core cable in surface/recessed medium class PVC conduit along with 1 no. 4 sq. mm FR PVC insulated copper conductor single core cable for loop earthing as required. |
| 129 | Supplying and fixing metal box of 150mm x75mmx60 mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 & 15/16 amps socket outlet and 5/6 amps piano type switch, connection, painting etc. as required for light plugs to be used in non residential building. |
| 130 | Earthing with G.I. earth pipe 4.5 metre long 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/coke and salt as required. |
| 131 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.Single pole |
| 132 | b) Single pole & Neutral |
| 133 | Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required. 200 mm X 250 mm X 60 mm deep |
| 134 | Supplying & fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 volts on surface/recess, complete with tinned copper bus bar, earth bus bar, din bar, detachable gland plate, interconnections, phosphatized and power painted including earthing etc. as required (But without MCB/RCCB/Isolator) 12 way, Double door. |
| 135 | Providing and fixing play equipments (swings) at sites as per specifications ,Duplex MAPS D01 as per approved drawing & design given by manufacturer including earth work, c:c work up to plinth level in 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size) of required size as per department / manufacturers specifications and guidelines.Engineer In-Charge |
| 136 | Providing and fixing play equipments (swings) at sites as per specifications combination set 3 in 1,as per approved drawing & design given by manufacturer including earth work, c:c work up to plinth level in 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size) of required size as per department / manufacturers specifications and guidelines.Engineer In-Charge |
| 137 | Providing and fixing play equipments (swings) at sites as per specifications FRP Wave slide 2.1 mtr., as per approved drawing & design given by manufacturer including earth work, c:c work up to plinth level in 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size) of required size as per department / manufacturers specifications and guidelines.Engineer In-Charge of required size as per department / manufacturers specifications and guidelines.Engineer In-Charge |
| 138 | Providing and fixing play equipments (swings) at sites as per specifications TODDLER Swing, as per approved drawing & design given by manufacturer including earth work, c:c work up to plinth level in 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size) of required size as per department / manufacturers specifications and guidelines.Engineer In-Charge |
| 139 | Providing and fixing play equipments (swings) at sites as per specifications STANDARD SWING,,as per approved drawing & design given by manufacturer including earth work, c:c work up to plinth level in 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size) of required size as per department / manufacturers specifications and guidelines.Engineer In-Charge |
| 140 | Providing and fixing play equipments (swings) at sites as per specifications HALF ROUND NET,as per approved drawing & design given by manufacturer including earth work, c:c work up to plinth level in 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size) of required size as per department / manufacturers specifications and guidelines.Engineer In-Charge Please Enable Macros to View BoQ information |
