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| 1 | (A) - CIVIL WORK: Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. |
| 2 | All kinds of soil. |
| 3 | 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. |
| 4 | Supplying chemical emulsion in sealed containers including delivery as specified. |
| 5 | Chlorpyriphos/ Lindane emulsifiable concentrate of 20% |
| 6 | Diluting and injecting chemical emulsion for POST CONSTRUCTIONAL anti termite treatment (excluding the cost of chemical emulsion) : |
| 7 | Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete: With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration |
| 8 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes : With Chlorpyriphos/Lindane E.C. 20% with 1% concentration |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level : |
| 10 | 1:5:10 (1 cement : 5 coarse sand (zone III) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources). |
| 11 | Providing and laying damp proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand derived from natural sources): 4 graded stone aggregate 12.5mm nominal size derived from natural sources) |
| 12 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer\"s specification |
| 13 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand derived from natural sources : 6 graded stone aggregate 20mmnominalsize derivedfromnatural sources) over 75mm 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 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, ifnishing and reinforcementAll work up to plinth level : |
| 15 | 1:1.5:3 (1 cement: 1.5 coarse sand (zone III) derived fromnatural sources: 3 graded stone aggregate 20 mm nominalsize derived from natural sources). |
| 16 | Reinforced cement concrete work in walls (any thickness), including attachedpilasters,buttresses,plinthandstring courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement |
| 17 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone III) derived fromnatural sources : 3 graded stone aggregate 20 mm nominalsize derived from natural sources). |
| 18 | Reinforcedcementconcreteworkinbeams,suspended floors,roofshaving slopeup 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 (1cement: 1.5coarsesand (zone III)derivedfromnaturalsources: 3gradedstone aggregate 20mm nominalsize derivedfrom natural sources). |
| 19 | Reinforced cement concrete work in vertical and horizontal fins individually or forming box louvers, facias and eaves boards above plinth level up to floor five level, excluding thecost of centering, shuttering, finishing andreinforcementwith 1:1.5:3 (1 cement : 1.5 coarse sand (zone lll) derivedfromnatural sources : 3gradedstoneaggregate 20mmnominal size derived from natural sources). |
| 20 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 21 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 22 | Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards |
| 23 | Edges of slabs and breaks in floors and wallsUnder 20 cm wide |
| 24 | Weather shade, Chajjas, corbels etc., including edges |
| 25 | Suspended floors, roofs, landings, balconies and access platform with water proof ply 12 mm thick |
| 26 | Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick |
| 27 | Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). |
| 28 | Suspended floors, roofs, landing, beams and balconies (Plan area to be measured) |
| 29 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto floor Vlevel. |
| 30 | Thermo Mechanically Treated bars of grade Fe 500D or more. |
| 31 | Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). |
| 32 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. |
| 33 | 1st class Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 150 in foundation and plinth in |
| 34 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 35 | 1st class Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 150 in superstructure above plinth level up to floor V level in all shapes and sizes in : |
| 36 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 37 | 1st class Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 150 in superstructure above plinth level up to floor V level in all shapes and sizes in : |
| 38 | Granite of Jet black colour and shade Area of slab upto 0.50 sqm |
| 39 | Area of slab over 0.50 sqm |
| 40 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer in charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). |
| 41 | Providing and laying Vitrified tiles in floor or skirtingin different sizes (thickness tobe specifiedby themanufacturer) with water absorptionless than 0.08% andconforming to IS:15622,ofSomani/ Johanson/ Kajaria or equivalent make of approvedbrand&manufacturer,inall colours and shade, 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 thejoints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only. Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. |
| 42 | Glazed Vitrified tiles Matt/Antiskid finish of size Size of Tile 600 x 600 mm |
| 43 | 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. |
| 44 | 75 mm diameter |
| 45 | 110 mm diameter |
| 46 | 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. |
| 47 | Bend 87.5°75 mm bend |
| 48 | 110 mm bend |
| 49 | Shoe (Plain) 110 mm Shoe |
| 50 | Providing and fixing unplasticisedPVC 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. |
| 51 | 110 mm |
| 52 | 12 mm cement plaster of mix : |
| 53 | 1:6 (1 cement: 6 coarse sand) |
| 54 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge |
| 55 | Finishing walls with textured exterior paint Sand tax matt / Apex Ultima or equivalent of required shade : |
| 56 | New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm |
| 57 | Wall painting with acrylic emulsion paint Royl shine of Asian paint or equivalentof approved brand and manufacture to give an even shade : |
| 58 | Two or more coats on new work |
| 59 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 60 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer in charge. |
| 61 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 62 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) |
| 63 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer incharge. |
| 64 | 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 |
| 65 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. |
| 66 | Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineer in charge. |
| 67 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : |
| 68 | Kitchen sink without drain board610x460 mm bowl depth 200 mm |
| 69 | Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall :20 mm dia nominal bore |
| 70 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work20 mm dia nominal bore |
| 71 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete : 25 to 40 mm nominal bore |
| 72 | Providing and fixing gun metal gate valve with C.I. wheel of Zoloto / NMVor equivalent make : 20 mm nominal bore |
| 73 | Providing and fixing Stainless steel patch fittings OZONE or equivalent makepatch fittingsto the glass partitions and doors). |
| 74 | Patch fittings OPF 3 Bottom patch for Glass door. |
| 75 | Patch fittings OPF 2 top patch for Glass door. |
| 76 | Patch fittings top pivot OFS ACC GDP. |
| 77 | Patch fittings OPL 1 corner patch lock for Glass door. |
| 78 | Anodized aluminium track for sliding door/ window panels OZSL B3 Track1.5 meter long. |
| 79 | Patch fittings OGC 4 wall to glass connector. |
| 80 | Sliding shutter system kit OZONE or equivalent consisting of Roller for sliding glass OZ SL 44 A2 = 2nos, Stopper for sliding glass OZ SL 44 A3 = 2 nos, Floor Guide OSL 33 G = 1 no. |
| 81 | 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 : 20 mm diameter pipe |
| 82 | Providing and fixing C.P. brass sink cock of Jaquar cat no. FLR 5347 N or equivalent 15 mm nominal bore |
| 83 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of Jaquar cat no. FLR chr 5053 N or equivalent15mm nominal bore |
| 84 | Providing and fixing 10 mm thick frameless toughened glass sliding shutter of approved brand and manufacture, including making necessary holes etc. for fixing required sliding shutter fittings, all complete as per direction of Engineer in charge (handle, lock, stopper, patch fittings etc.to be paid separately).10 mm thickness |
| 85 | Providing and fixing double cylendar floor spring OZONE FS 8400 or equivalent for glass doors as required complete as per the direction of Engineer in charge.Double cylendar floor spring OZONE FS 8400 or equivalent make. |
| 86 | Providing and fixing Stainless steel glass door handle SS grade 304, 32mm, SSS finish OZONE OGH55 or equivalent32mm X 600 mm or equivalent with S.S screws etc .complete OZONE or equivalent as per direction of Engineer in Charge. OGH 32X600 MM or equivalent |
| 87 | Providing and fixing stainless steelhandle forglass sliding door OZONEor equivalentmake with SS screws etc. complete as per direction of Engineer in chargeSliding door handle SL HN 50 STD SSS |
| 88 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer in charge (Door handle, lock, floor spring, patch fittings and stopper etc.to be paid separately). |
| 89 | 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. |
| 90 | (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer in charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer in Charge :With average thickness of 120 mm and minimum thickness at khurra as 65 mm |
| 91 | (B) Internal Electrification Work: |
| 92 | Wiring for light point/fan point/exhaust point/call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface/recessed PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5sq.mm FR PVC insulated copper conductor single core cable etc. as requiredGroup ‘C’ |
| 93 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required |
| 94 | 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire |
| 95 | 2 X 4 sq. mm + 1 X 4 sq. mm earth wire |
| 96 | 4 X 4 sq. mm + 2 X 4 sq. mm earth wire |
| 97 | Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube etc. directly on ceiling/ wall, including connection with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. |
| 98 | Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 volts, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 amps tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCB’s (but without MCB’s and incomer ) as required |
| 99 | 4 way, (4+12) TPN, double door, MCB DB with provision to mount MCCB as incomer |
| 100 | Providing and fixing following rating and breaking capacity MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required. 125 A 16 KA |
| 101 | Supplying and fixing 20 amps, 240 volts, SPN industrial type, socket outlet, with 2 pole and earth, metal enclosed plug top alongwith 20 amps “C” curve, SP, MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required |
| 102 | Supplying and fixing of TP sheet steel enclosure, on surface or in recess alongwith 16/25/32 A ‘C’ curve TPMCB complete with connections, testing and commissioning etc. as required. |
| 103 | Supplying of LED light fittingswith LED in surface / recess mounting etc. as given below- |
| 104 | 30-36 watt 600mmX600mm (2X2) ceiling panel light (Philips/Syska/Havells) or equivalent |
| 105 | 20-22 watt 4 feet LED ceiling/batten tube light (Philips/Syska/Havells) or equivalent |
| 106 | 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 |
| 107 | Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. |
| 108 | Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. |
| 109 | Supplying, Installation, testing and commissioning of 2.0 Ton capacity 5 STAR rating inverter split A.C, including all standard accessories withwall/floor mounted stand, drain pipe etc. as required.(Blue Star/Hitachi/Carrier/LG) |
| 110 | Supplying, Installation, testing and commissioning 5 KVA voltage stabilizer HLC/TDR input range 140-280 V including all standard accessories etc. as required |
| 111 | Supplying of 3.5 core x 95 sq.mm aluminium conductor XLPE insulated armoured PVC jacketed cable conforming to IS:7098 (Part-1) 1988 |
| 112 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade as required.3 ½ X 95 Sq. mm (45 mm) |
| 113 | Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size direct in ground including excavation, sand cushioning, protective covering with bricks and refilling the trench etc. as required.Above 35 sq. mm and upto 95 sq. mm |
| 114 | Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current upto 30 milliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as required. 63 Amps |
| 115 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection, painting etc. as required. |
