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| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 22-07-2025 | Date of Extend | Date | 23-07-2025 |
| Sl. No. | Item Description |
| 1 | CIVIL WORKEarth 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.all kinds of soil |
| 2 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 4 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 5 | Making R.C.C. apron Drain with apron (analysis). |
| 6 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration |
| 7 | 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-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).Lintel of doors & window,sunshadesetc. |
| 8 | 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-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).Slab. |
| 9 | 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-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). Beam |
| 10 | 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-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)Foundation & raft |
| 11 | 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 five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) colums, rcc wall |
| 12 | 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) |
| 13 | 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) 345 mm thick |
| 14 | Same As Above but for F.F. |
| 15 | Same As Above but for S..F. |
| 16 | Same As Above but for MUMTY |
| 17 | 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) |
| 18 | Same As Above but for F.F. |
| 19 | Same As Above but for S..F. |
| 20 | Same As Above but for MUMTY |
| 21 | Providing and laying integral cement based water proofing treatment including preparationof surface as required for treatment of roofs, balconies, terraces etc consisting of followingoperations:(a) Applyinga 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 adjoiningwallsupto300mm heightincludingcleaning the surface before treatment.(b) Layingbrickbatswithmortarusing broken bricks/brickbats25mmto115mmsizewith50%of cementmortar1:5(1cement: 5 coarsesand)admixed with water proofingcompoundconformingto IS : 2645 andapprovedbyEngineer-in-chargeover20mmthick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixedwith water proofing compoundconformingto IS : 2645 and approved by Engineer-in-chargeto required slope and treating similarly the adjoining walls upto 300 mm height includingroundingof junctionsof 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 proofingcompoundconformingto IS : 2645 and approved by Engineerin- charge.(d)Finishingthesurfacewith20mmthickjointless cementmortarofmix1:4(1cement:4coarsesand) admixed with water proofing compound conforming to IS:2645andapprovedbyEngineerin-chargeincluding laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neatcementslurryandmakingpatternof 300x300mm square 3 mm deep.(e) The wholeterraceso finishedshallbe floodedwith 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. |
| 22 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 23 | Supply and fixingof30 mm thickflushdoors commercialqualityconformingtoI.S.2202 Part I (1983) includingfixingof woodencleats andstoppers and including ixing andadjustment of hinges, bolts,locks, handle, springs and other fittings with necessaryscrews to be supplied departmentally. & Providing & Fixing both side decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality. 1.0 mm thick |
| 24 | Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws :35 mm thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size Kiln seasoned and chemically treated hollock wood |
| 25 | Providing and fixing cup board shutters 25 mm thick, with Pre-laminated flat pressed three layer particle board or graded wood particle board IS: 12823 marked, exterior grade (Grade l Type ll), having one side decorative lamination and other side balancing lamination, including IInd class teak wood lipping of 25 mm wide x12 mm thick with necessary screws and bright finished stainless steel piano hinges, complete as per directionof the Engineer-in-Charge |
| 26 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.Holdfastfordoor chaukhats and windows. |
| 27 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. |
| 28 | 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 |
| 29 | 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 |
| 30 | Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia. 0.50 mm all complete With 2nd class teak wood beading 62X19 mm |
| 31 | Providing and fixing chromium plated brass curtain rod having wall thickness of 1.25mm with two chromium plated brass brackets fixed with C.P. brass screws and PVC sleeves etc., wherever necessary complete :25 mm dia |
| 32 | Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x 10 x 10 cm with cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge.(a) Door chaukhats |
| 33 | (b) Window chaukhats up to 1.5 sqm |
| 34 | (c) Ventilator chaukhats |
| 35 | 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. |
| 36 | 15 mm thick plaster in 1:4 cement & course sand on outer wall below Ground level & inner wall below plinth level in 15 cm width. |
| 37 | 12 mm cement plaster of mix : (1)1 cement : 6 c. sand |
| 38 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand)(1)1 cement : 6 c. sand |
| 39 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. |
| 40 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. |
| 41 | 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 flooring) |
| 42 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent |
| 43 | 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 all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigments etc., complete. |
| 44 | 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 (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. |
| 45 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick |
| 46 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 47 | Same as itemabovebutonnew wood surface. |
| 48 | Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 49 | 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 |
| 50 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :4.0 mm thick glass panes |
| 51 | Providing & fixing Oxidied iron door bolts ISI marked required colour or shade with nuts and screws etc complete.250x16 mm |
| 52 | P/Fixing Oxidied iron tower bolts ISI marked to required colour or shade with necessary screws etc complete.250x10 mm |
| 53 | Providing and fixing Oxidied iron handles ISI marked to required colour or shade with necessary screws etc complete. 125mm |
| 54 | Supply and filling of cinder in sunken in portion of building including breaking into required sizes including supply of all material, labour T&P required for proper completion of the work. |
| 55 | Centering and shuttering including strutting, propping etc. and removal of form for all heights :Foundations, footings, bases of columns, etc. for mass concrete. |
| 56 | Suspended floors, roofs, landings, balconies and access platform. with water proof ply 12 mm thick. |
| 57 | Lintels, beams, plinth beams, girders, bressumers and cantilevers. with water proof ply 12 mm thick |
| 58 | Columns,Pillars, Piers, Abutments, Posts and Struts. |
| 59 | ELECTRICALAll wiring Item FRLS including provision of conduit, conduit accsories , circuit wiring, switch, box and all fitting completed as required. Wiring for light point / fan point /exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC Conduit, with modular switch,modular plate ,suitable GI Boxand earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.a) Group A |
| 60 | Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper condutor single core cable in surface / recessed PVC conduit 2 way modular switch,modular plate,suitable GI box and earthing the point with 1.5 sq.mm .FRLS PVC insulated copper conductor single core cable etc as required. |
| 61 | Wiring for light /power plug with 2x4 sq.mm FRLS PVC insulated copper conductor single core cable in surface /recessed PVC conduit along with 1 No 4 sq.mm FRLS PVC insulated copper conductor single core cable for loop earthing as required. |
| 62 | Wiring for circuit/submain wiring alongwith earth wire with the following sizes of FR PVC insulated copper conductor single core cable in surface/recessed PVC Conduit as required.2x1.5 sq.mm + 1x1.5 sq.mm earth wire |
| 63 | 2x2.5 sq.mm + 1 x 2.5 sq.mm earth wire |
| 64 | 2 x 4 sq.mm + 1 x 4 sq.mm earth wire |
| 65 | 2x6 sq.mm + 1x6 sq.mm earth wire |
| 66 | Supplying and fixing modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc as required5/6 amps switch |
| 67 | 3 pin 5/6 amps socket outlet |
| 68 | Supplying and fixing of following size/modules, GI box along with modular base & cover plate for modular switches in recess etc as required.3 Module (100mmx75mm) |
| 69 | 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 15/16 and 5/6 amps modular socket outlet with shulter and 15/16 amps modular switch connection,etc as required. |
| 70 | Supplying and fixing call bell/ buzzer suitable forsingle phase ,230 volts ,complete as required. |
| 71 | Supplying and fixing of following sizes of medium class PVC conduit along with acessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.25 mm |
| 72 | Supplying and fixing of following sizes of medium class PVC conduit along with acessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.32 mm |
| 73 | Supplying and fixing 20 amps, 240 volts SPN industrial type, socket outlet with 2 pole and earth metal enclosed plug top along with 20 amps \"C\" Curve, SP, MCB in sheet steel encloser on surface or in recess with chained metal cover for the socket outlet and complete with conncections, testing & commissioning etc as required. |
| 74 | Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/ Isolator)8 way (4+24) Double door |
| 75 | Supply and fixing 5 amps to 32 amps rating.240/415 volts.\"C\" curve miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections,testing and commisioning etc.as requireda) Single pole |
| 76 | Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity 30 milliamperes in the existing MCB DB complete with connections, testing and commissioning etc. as required.a) 63 amps |
| 77 | Supply, installation, testing and commissioning of electrical pane, modular type, front accessible only, free floor standing confirming to Minimum IP:43 degree of protection.The panel sheet structure shall undergo seven tank pre-treatment process before painting.The sheet steel shall be all of 2.2mm thick CRCA sheet.All the openable compartments of the panel shall be completely shrouded and provided with padlocking arrangement on all compartments including bus bar and cable alley chambers.The panel height shall not exceed 2200mm and the maximum operating height for any switchgear shall not be more than 1700mm.The panel shall be provided with minimum 75mm base channel frame fabricated from ISMC sections.All bus bar links in the panel shall be solid bus bars with coloured PVC shrinkable sleeves, no wires will be acceptable.Continuous earth bus shall run alround the panel with earthing studs provided at minimum 2 places.The control wiring shall be carried out with minimum 1.5/2.5 sqmm copper wires and adequate number of NO/NC, potential free contacts incorporated for remote operation of the starters.Proper sized cable termination gland plates shall be provided oncable alleys and knockouts for same shall be provided during fabrication stage itself.The panel shall be provided with a thermostatically controlled heating arrangement (200 W) to take care of high humidity conditions.A 5A socket service outlet (single phase) shall be provided in one of the compartments as ervice outlet in the panel.Panel shall be so designed at to have minimum 20% spare feeders/space.Panel shall undergo epoxy powder coated paint, colour as per IS:5 requirement.All cable terminations shall be from top.The complete panel shall be fuse less type, for control circuits 2A/6A MCB\"s to be used.All bus bars shall be of aluminium, electrolytic grade only.Maximum design density shall not exceed 1 Amps/Sqmm.All bus bars shall be insulated with coloured heat shrinkable PVC sleeved.All bus bar supports shall be non hygroscopic DMC/SMC supports.The panel shall be manufactured in conformance to requirements of local electrical inspector and it shall be contractors responsibility to get initial approval of drawings and also final approval of complete electrical works related to this section.The minimum clearances between bus bars shall be as follows :Phase to phase - minimum 20mmPhase to neutral-minimum 15mmL.T.PANELIncoming :One (1) No 200 A 4 pole Metering :One (1) No. (0-500V) 96 x 96 Sqmm voltmeter with control fuse & selector switch.One (1) No. (0-200A) 96 x 96 Sqmm CT operated Ammeter with selector switch, CTs etc.One (1) Set of Phase Indication Lamp.Bus Bar :One (1) No.200 A, TPN aluminimum bus bar of suitable lengthOutgoing :Phase indication lamps on each outgoing to be provided.100Amps TPN- 1No.63Amps TPN-3Nos OR outgoing as per site requirment |
| 78 | Supplying and fixing of following size/modules, GI box along with modular base & cover plate for modular switches in recess etc as required.a) 75 mm x 75 mm x 60 mm deep |
| 79 | Supplying and drawing following pair, 0.5.mm dia FR PVC insulated annealed copper conductor, unarmoured telephone cable in the existing surface/ recessed steel/ PVC conduit as required.2 Pair |
| 80 | Earthing with G.I earth plate 600 mm x 600 mm x 6 mm thick including accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe of 2.7 mtr longetc.with charoal or coke and salt as required. |
| 81 | Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) |
| 82 | Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. |
| 83 | Supllying, Installation, Testing & commisioning offollowing type LED reccesed/surface mounted light fixture made of Aluminium die cast, proper heat sink, minimum 90Lm/W complete in all aspects as mentioned in this tender. With 5 Years Warranty on LED and Drivera) 10W LED Dowlighter |
| 84 | b) Bracket Light |
| 85 | c) 18W LED Tubelight |
| 86 | Supplying of 305 mm 1400 RPM exhaust fan complete with louver and bird guard screen with 3 core flexible wire as required. |
| 87 | Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/MIW) minimum 6.00, Air delivery minimum 210 Cum/Min, 350 RPM (tolerance as per IS : 374-2019), THO less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required DSR 2022 SI NO. 19.11200 mm sweep |
| 88 | Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, with all accessories and tube etc. directly on ceiling/ wall, including connection with 1.5 sq. mm FR PVC insulated, copper conductor, single core cable and earthing etc. as required. |
| 89 | Installtion of exhasut fan up to 450 mm sweep in the existing opening, including making the hole to suit the size of the abvoe fan, making good the damage, connection testiing and commissioning etc as requried |
| 90 | Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes. |
| 91 | PLUMBINGProviding and fixing white vitreous china pedestal type water closet (European type W.C. pan) with ISI marked white solid plastic seat and lid, 10 litre low level white P.V.C. flushing cistern 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. |
| 92 | Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100mm sand cast iron P or S trap, 10 litre low level white P.V.C. flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fitting and fixtures completed including cutting and making good the walls and floors wherever required.White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type foot rests |
| 93 | Providing & fixing white viterous china wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standardpattern, including painting of fitting and brackets, cutting & making good the walls wherever required .Flat back Wash Basin size 550X400 mm with single 15mm C. P. brass pillar tap |
| 94 | Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete.32 mm dia (for wash basin) |
| 95 | Providing & fixing stainless steel AISI 304 (18/8) kitchen sink without drain board as per IS :13983 with C.I. bracketsandstainless steel plug 40 mm including painting of fittings and brackets cutting and making good the walls wherever required.610x510 mm bowl depth 200 mm |
| 96 | Providing & Fixing 600 X 450 mm bevelled edge mirror of superiorglass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 97 | Providing & fixing viterous china toilet paper holder. |
| 98 | S/F of upvc SWR Nahani Trap size100/90mm confirming to IS -14735 self cleaning design fixed in PCC 1:2:4 and supply and fixing of 125 mm dia heavy duty CP brass jali.110mm dia |
| 99 | 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. |
| 100 | Providing and fixing of Chlorinated Polyvinyle Chloride (CPVC) Pipes, having thermal stability for hot and cold water supply, including all CPVC plain and brass threaded fittings, inluding fixing the pipe with clamps at 1 m. spacing . This includes jointing of pipes and fittings with one step CPVC solvent cement and testing of joints complete as per direction of engineer in charge. Internal work exposed on wall.Internal work exposed on wall20mm nominal outer dia pipes |
| 101 | 32mm nominal outer dia pipes |
| 102 | 40mm nominal outer dia pipes |
| 103 | 50mm nominal outer dia pipes |
| 104 | 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 1.00m 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 walla) 32mm dia nominal outer dia pipes |
| 105 | a) 25mm dia nominal outer dia pipes |
| 106 | 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 1.00m 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 testiang of joints complete as per direction of Engineer in Charge.Concealed work including cutting chases and making good the walls etc.a) 15mm dia nominal outer dia pipes |
| 107 | b) 20mm dia nominal outer dia pipes |
| 108 | c) 25mm dia nominal outer dia pipes |
| 109 | Providing & fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end)a) 25mm dia nominal outer dia pipes |
| 110 | b) 20mm dia nominal outer dia pipes |
| 111 | Providing & fixing gun metal gate valve with C.I. wheel of approvedquality (screwed end)32 mm nominal bore |
| 112 | Providing and fixing ballvalve (brass) of approved quality complete. (High or low pressure with plastic floats).25 mm nominal bore |
| 113 | Providing&fixing15 mm nominal bore45 cm long unplasticised PVC connection pipewith brass unions. |
| 114 | Providing & fixing 15 mm nominal bore CP brass bib cockof approved quality conformingtoIS 8931. |
| 115 | Providing and fixing 15 mm nominal bore C.P brass long nose bib cock of approved qualityconforming to IS standardsandweighing notlessthan 810 gms. |
| 116 | Providing & fixing 15 mm nominal bore C.P brass angle valve for basin mixer and geyser points of approved quality conformingto IS8931. |
| 117 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and makingnecessaryholes for inlet, outlet and overflow pipes but without fittingandbasesupportfor tank.500 litres capacity |
| 118 | Constructing masonry Chamber 60x60x75 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement :4 coarse sand ) for sluice valve, with C.I. surface box 100mm top diameter, 160mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm 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 : |
| 119 | Providing and fixing square-mouth S.W. gully trap grade‘A’ complete with C.I. grating, brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design150 x 100 mm size P typeWith Brick M-150 |
| 120 | Providing450 mm long C. P. brass towel railcomplete with C.P. brass brackets |
| 121 | Fixing of C. P. brass towel rail |
| 122 | Extra for providing & fixing 125 mm dia C.P. grating in place of C.I. grating over floor traps. |
| 123 | C.C ROADEarth 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.all kinds of soil |
| 124 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 125 | 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) |
| 126 | Providing and laying in position specified grade of reinforced cement concrete, including the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:2:4 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 127 | Providing and laying in position bitumen hot sealing compound for expansion joints etc. DSR- 16.46.1Using grade \"A\" sealing compound. |
| 128 | STORM WATER DRAINEarth 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.all kinds of soil |
| 129 | 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 130 | 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) |
| 131 | 20 mm thik Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. |
| 132 | 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 flooring) |
| 133 | EXTERNAL PLUMBINGExcavating trenches of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5m 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 50m.All kinds of soilPipes, cables etc. exceeding 80mm dia but not exceeding 300mm. |
| 134 | S/F of upvc SWR Pipe Type -B confirming to IS -13592 incluiding jointing the pipes with rubber ring lubricant and UPVC SWR Cuplar confirming to IS 14735 also inluiding excavation of treches cutting of walls and holes and repairing of walls , floors and refilling the trenches as before cut including cost of other fittings such as door band, T and YT including supply of all materials labour and t&p required for prper complition of the work.160 mm. dia. |
| 135 | Providing and laying cement concrete 1:5:10 (1cement:5coarse sand :10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design160 mm. dia. |
| 136 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.32 mm nominal dia Pipes |
| 137 | 40 mm nominal dia Pipes |
| 138 | 50 mm nominal dia Pipes |
| 139 | EXTERNAL PIPE NETWORK SYSTEM FOR SEWERAGEExcavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m.including getting out the excavated soil & then returning the soil as required,in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m.) Pipes 80mm to 300mm diameter. |
| 140 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :250 mm dia. R.C.C. pipe |
| 141 | Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) all around of S.W. Pipes including bed concrete as per standard design. 160mm diameterS.W. Pipe |
| 142 | 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 : 3 coarse sand) finished with floating coat of neat cement andmaking channels in cement concrete 1:2:4(1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard designa) 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) : |
| 143 | RAINWATER HARVESTINGEarth 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.all kinds of soilIn all kind of soil upto 1.5m depth |
| 144 | In all kind of soil upto 1.5m to 3.0m. depth |
| 145 | In all kind of soil upto 3.0m to 4.5m. depth |
| 146 | Providing and laying in position specified grade of reinforced cement concrete, including the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:2:4 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 147 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 150 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 148 | 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-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)Foundation & raft |
| 149 | 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. |
| 150 | 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 1:6 (1 cement: 6 coarse sand) |
| 151 | Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design:With 20x20mm square bar |
| 152 | Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.M.D. -10- Circular shape 500mm internal diameter |
| 153 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-incharge, upto 90 metre depth below ground level.Drilling of 300mm dia bore hole manually. |
| 154 | Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.150 mm nominal size dia |
| 155 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 156 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 157 | Supplying, filling, spreading & leveling coarase sand of size range 1.5 mm to 2mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer-in-charge. |
| 158 | Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/medium/coarse, in required grading & size as per actual requirement, all complete as per direction of Engineer-in-charge. |
| 159 | Excavating trenches in all kind of soil of required width for pipes, cables etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5 m.including getting out the excavated soil & then returning the soil as required,in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc & disposig of surplus excavated soil as directed within a lead of 50m. a) Pipes 80mm to 300mm diameter.Providing, laying and joining glazed stone ware pipes grade \"A\"with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete.a) 150mm diameter S.W. Pipeb) 200mm diameter S.W. PipeProviding & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) upto haunches of S.W. Pipes including bed concrete as per standard design.a) 150mm diameterS.W. Pipeb) 200mm diameter S.W. Pipe |
| 160 | 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 : 3 coarse sand) finished with floating coat of neat cement andmaking channels in cement concrete 1:2:4(1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard designa) 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) : |
| 161 | SUBMERSIBLEExternal W/S arrangements with T.W. boring of 150 mm dia with 110 mm dia P.V.C. pipe assembly, 2.00 H.P. submersible pump including supply of all accessories starter, panel etc. & pipe arrangements etc .6\" PVC casing pipe of ISI mark. |
| 162 | P/ F 2\" GI pipe (B) class |
| 163 | Nylon mesh for filter. |
| 164 | Plastic dori. |
| 165 | Solvent cement. |
| 166 | 6\" End cap. |
| 167 | 6\" Submersible cap. |
| 168 | 2\" MS clamp (Heavy). |
| 169 | 2\" GI elbow. |
| 170 | 2\": X 6\" GI nipple. |
| 171 | 2 HP 9 Stage submersible pump of ISI mark with automatic panel. |
| 172 | 2.5 sqm. Submersible cable. |
| 173 | Drilling charges for 6\" dia tubewell. |
| 174 | Pea Gravel. |
| 175 | 2\" MS socket. |
| 176 | Cartage of material upto site. |
| 177 | Supply and laying unde ground G.I. pipe 80 mm dia from pump to pvc tank |
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