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| 1 | Construction of Corner Watch Tower04 Nos. at District Jail Sitapur District-Sitapur (U.P.). |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 min width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil. |
| 3 | Supplying and filling in plinth with sand under floors, including watering,ramming, consolidating and dressing complete. |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinthlevel : Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources |
| 5 | 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 |
| 6 | RCC WORK UPTO PLINTH |
| 7 | 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 derived from natural sources) (Plinth beam) |
| 8 | 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 derived from natural sources) (Raft foundation) |
| 9 | 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 derived from natural sources) (Column) |
| 10 | RCC WORK ABOVE PLINTH |
| 11 | 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). (Plinth band) |
| 12 | 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) |
| 13 | 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 beam) |
| 14 | 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)(Column) |
| 15 | 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) |
| 16 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. |
| 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)Ground Floor to Terrace Floor |
| 18 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks ofclass designation 7.5 in foundations and plinth in : cement mortar 1:4 (1 cement : 4 coarse sand)Ground Floor to Terrace Floor |
| 19 | P/F Mild steel or iron in plain work such as reinforced concrete or reinfroced, brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. |
| 20 | UPTO PLINTH |
| 21 | Ground floor to Terrace Floor |
| 22 | 12 mm cement plaster of mix : 1:6 ( 1 cement : 6 coarse sand) |
| 23 | 15 mm cement plaster on rough side of single or half brick wall of mix : 1:6 ( 1 cement : 6 coarse sand) |
| 24 | Forming groove of uniform size from 12x12 mm and upto 25x15 mm in the top layer of washed stone grit plastered surface as per approved pattern, including providing and fixing aluminum channels of appropriate size and thickness (not less than 2 mm), nailed to the under layer with rust proof screws and nails and finishing the groove complete as per specifications and direction of the Engineer-in-Charge. |
| 25 | 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 |
| 26 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. |
| 27 | Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 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. |
| 28 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 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. |
| 29 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: |
| 30 | a) 35 mm thick single leaf |
| 31 | both side laminated |
| 32 | Providing & fabricated of holf fast for chaukhats of doors and windows. |
| 33 | Providing and fabricated of door/windows grill. |
| 34 | Z-section steel windows (openable) |
| 35 | Angle iron door chaukhas 40*40*5 |
| 36 | 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 : 13.41.1 New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre sqm |
| 37 | 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 @ 0.90 litre/10 sqm) |
| 38 | 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 |
| 39 | Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete |
| 40 | Providing and fixing stainless steel 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.(a) 250 x 16 mm. |
| 41 | Providing and fixing stainless steel towerbolts (barrel type) with necessary screws etc. complete.(a) 250 mm x 10mm |
| 42 | Providing and fixing stainless steel handles with screws etc. complete (a) 125 mm |
| 43 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture |
| 44 | Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture |
| 45 | Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes |
| 46 | Providing and laying integral cement based water proofing treatmentincluding preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations |
| 47 | (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. |
| 48 | (b) Laying brick bats with mortar using broken bricks/brick bats 25 mmto 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. |
| 49 | (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. |
| 50 | (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. |
| 51 | (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”: |
| 52 | With average thickness of 120 mm and minimum thickness at khurra as 65 mm. |
| 53 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 54 | Foundations, footings, bases of columns, etc. for mass concrete |
| 55 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 56 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 57 | Suspended floors, roofs, landings, balconies and access platform |
| 58 | SANITARY FIXTURES & ACCESSORIES: I |
| 59 | Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm Sand Cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, 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: |
| 60 | White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. |
| 61 | 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: |
| 62 | White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap |
| 63 | Providing and fixing white witreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required: |
| 64 | Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete. Semi rigid pipe (a) 32 mm dia |
| 65 | Providing and fixing PTMT soap Dish holder having length of 138 mm, breadth 102 mm, height of 75 mm with concealed fitting arrangements. Weighing not less than 106 gms. |
| 66 | SOIL WASTE & VENT PIPES AND FITTINGS- II |
| 67 | Providing and fixing PVC pipes conforming to IS make working pressure 6 kg/cm²including testing, labour, T&P and all complete fittings, 110mm dia |
| 68 | Providing and fixing PVC pipes conforming to IS make working pressure 6kg/cm² including testing, labour, T&P and all complete fittings. 75mm dia |
| 69 | WATER SUPPLY PIPES AND FITTINGS - III |
| 70 | Providing and fixing chlorinated polyvinyl chloride (CPVC) pipes, having thermal stavility for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clasmps at 1.00 m spacing. This includes jointing of pipes & fitting with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in charge. (internal work ) exposed on wall 32 mm dia nominal dia pipes. |
| 71 | Providing and fixing chlorinated polyvinyl chloride (CPVC) pipes, having thermal stavility for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clasmps at 1.00 m spacing. This includes jointing of pipes & fitting with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in charge. (internal work ) Concealed work, including cutting chases and making good the walls. 15mm dia nominal dia pipes. |
| 72 | Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions, (a) 15 mm nominal bore |
| 73 | Providing and fixing CP brass bib cock of approved quality conforming to IS 8931 (a) 15 mm nominal bore |
| 74 | Providing a nd fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. (a) 15 mm nominal bore |
| 75 | Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931 (a) 15 mm nominal bore |
| 76 | Providing and fixing gun metal gate valve with wheel of approved quality. (a) 25 mm dia nominal bore |
| 77 | Providing and fixing brass stop cock of approved quality. (a) 15 mm nominal bore |
| 78 | Providing and placing on terrace (at all floor levels) polythylene water storage tank of approved brand and manufacture with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. |
| 79 | INTERNAL & EXTERNAL SEWERAGE SYSTEM -IV |
| 80 | Excavating trenches in all king of soil 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 as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming. watering, etc & disposing of surplush excavated soil as directed with in a lead of 50 m. (a) Pipes 80 mm to 300 mm diameter. |
| 81 | 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) 100 mm diameter |
| 82 | Providing & laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) alroung S.W. pipes including bed concrete as per standard design. (a) 100 mm diameter S.W. Pipe |
| 83 | 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 x 300 mm size (inside) the weight fo cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design. 150 x 100 mm size P type |
| 84 | Constructing brick masonry mainhole in cement mortar 1:4 (1 cement : 4 coarse sand ) RCC top slab with 1:2:4mix (1 cement : 2 coarse sand : 4 gtaded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 soarse sand : 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 and making 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 design inside size 90x80 cms and 45 cms deep including CI cover with frame ( light duty) 455 x 610mm internal diamensions total weight of cover and frame to be not less then 38 kg (weight of cover 23 kg and weight of frame 15 kg) with FPS bricks of class designation 7.5 (i) For sewer line. |
| 85 | COST OF SEPTIC TANK & SOAKPIT |
| 86 | Excavation in foundations in ordinary soil (Loan clay or sand) including lifr upto 1.5 m (5 fts.) and lead upto 30 mt. (100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of ofundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 mt. (100 fts) from the foundation trenches .(PWD-251) |
| 87 | Depth upto 1.50 mtr. |
| 88 | Depth upto 1.50 mtr. |
| 89 | eEarth work in excavation |
| 90 | Providing and laying cement concrete 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) including supply of all materials, labour T & P etc requited for proper completion also including cost of fromwork in foundation & floor. |
| 91 | Class M-150 brick work in 1:4 (1 cement :4 corse sand) of 2.25 fineness modulus mortar n foundation & plinth including supply of all materials, labour, tools and plants etc. required for proper competion of the work. |
| 92 | R.C.C work with cement approved coarse sand and 20 mm guage approved stone ballast in the proportion of 1:1.5:3 (M-20) in slab excluding supply of reinforcement and its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary centering and shuttering etc and also including supply of all materials, labour and tools and plants etc. required for proper competion of the works. Binding wire cost being included in the item |
| 93 | T.M.T.-FE-500 Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of all steel and over lapping & hooks. |
| 94 | 20 mm thick rough cast exterior cement plaster on walls consising 10 mm thick backing cast of 1:3 cement mortar (1 cement : 3 coarse sand) an 10 mm thick finishing coat of 1:3 cement mortar (1 cement : 3 coarse aggregate of size 6mm to 12 mm) including arises chamfers and / or rounded angles not exceeding 80 mm. |
| 95 | Cement concrete flooring 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm) nominal size laid in one layer near cement( 25 mm thick floor) |
| 96 | Providing M.S. foot rest including fixing with 20 x 20 x 10 cm cement concete block 1:3:6 ( 1 cement : 3 coarse sand : 6 graded aggregate of nominal size 20 mm) as per standard with 20x 20 mm sqm. Bar. |
| 97 | Providing and fixing soil, wast and vent pipe. |
| 98 | 75 mm dia sand cost iron S&S pipe. |
| 99 | Providing and fixing sand cost iron terminal guard 75 mm dia |
| 100 | Providing & fixing C.I. tee at the inlet & outlet of septic tank. |
| 101 | Providing and fixing plane sand coast iron S&S bend of required degree. |
| 102 | 75 mm |
| 103 | Providing lead caulked joints to sand coast iron/ cetrifugally cast (squn) iron pipes & fitting of dia. |
| 104 | 75 mm |
| 105 | Supply and fixing of medium quality R.C.C. manhole cover with frame complete HD-20 circular shape 560 int dia |
| 106 | M.D.- 10 square shape 450 int.dia. |
| 107 | Making soak pit 25 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter. 1.8 m long complete as per standard design with common burnt clay F.P.S (Non modular ) bricks of class designation 7.5 |
| 108 | Point wiring in PVC conduit, with piano type switch:- |
| 109 | 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 mudular type 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. Group A |
| 110 | Wiring for circuit/ submain wiring along with earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required |
| 111 | 2X 1.5 sq. mm +1X 1.5 sq. mm earth wire |
| 112 | 2X 2.5 sq. mm +1X 2.5 sq. mm earth wire |
| 113 | 2X 6 sq. mm + 1X6 sq. mm earth wire |
| 114 | Supplying and fixing metal box of 150 mm X 75 mm X 60 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 A socket outlet and 5/6 A piano type switch, connections, painting etc. as required. |
| 115 | Supply and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required |
| 116 | SUB HEAD (II) :- DISTRIBUTION BOARDS & MCB\"s |
| 117 | Supplying and fixing 5 amps. to 32 amps rating, 240 volts C\" series, miniature circuit breaker (MCB)suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 118 | single pole |
| 119 | Supplying & fixing single pole, blanking plate in the existing MCB DB complete etc. as required. 5/F DP MCB Isolator |
| 120 | Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc.40 AMP |
| 121 | Supplying and fixing following way, SP&N, sheet steel, MCB distribution board, 240 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) |
| 122 | 6 way, Double door |
| 123 | Earthing with Gf earth plate 600mm x 600 mm x 6mm thick including accessories and providing masonary enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/coke and salt as required. |
| 124 | Supplying and laying 25 mm x 5 mm. G.1. strip at 0.50 metre below ground as strip earth electrode, including connection/terminating with 6.1. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.1. nut bolt & spring washer spaced at 50mm) |
| 125 | Providing and fixing 25 mm x 5 mm G.1. strip in 40 mm dia G.1, pipe from earth electrode including connection with G.1. nut, bolt, spring, washer excavation and re-filling etc. as required. |
| 126 | Providing and fixing 25mm x 5 mm 6.1 strip on surface or in recess for connections etc. as required. |
| 127 | Providing and fixing 6 SWG dia G.1. wire on surface or in recess for loop earthing as required. |
| 128 | Providing and fixing M.V. danger notice plate of 200mmx150mm made of mild steel, atleast 2mm thick and vitreous enamelled white. on both sides and with inscription single red colour on FRLSont side as required |
| 129 | Supplying and fixing following modular switch/socket on the existing modular plate & switch box including connections butexcluding modular plate etc. as required. |
| 130 | 5/6 A switch |
| 131 | 3 pin 5/6 A socket outlet |
| 132 | Supplying and fixing following size/ modules, Gi box alongwith modular base & cover plate for modular switches in recess etc. as required. |
| 133 | 1 or 2 Module (75mmX75mm) |
| 134 | Installation, testing and commissioning of pre-wired, flourescent fitting/compact fluorescent fitting of all types, complete with all accessories and tubes etc. directly on ceiling/wall, including connection with 1.5 sq. mm. FALS PVC insulated, copper conductor, single core cable and earthing etc. as required. |
| 135 | Instllation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required |
| 136 | Upto 450 mm sweep |
| 137 | Supply of recess/surface mounting round 10 W to 15 W LED Cut out Min 125 mm, Height Min. 40mm, LED Down lighiter having powder coated die cast aluminium housing with heat shink, diffuser/reflector and driver set. suitable for 24Hr Continuous Operation, Complete in all respect |
| 138 | Supply of 225/230 mm sweep ventilating (light duty) exhaust fan complete with metallic blade (steel bird guard protector / copper motor for high air suction performance / capacitor etc.) noise level : (45 -50) db, power consumption : 45 W, Rated voltage : 230 V, Rated frequency : 50 Hz, Motor type : Normal Speed. Complete in all reqpect. |
| 139 | 230 mm sweep |
| 140 | GST Extra as applicable |
