Tender For New Construction Work Of Block Resource Center (Brc/Urc) In Vikas Khand (City Area) - Excavation of Foundation- Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil( i/c septictank +drain )DSR-2.8.1 2 Excavating. Supplying, stacking and filling of local earth (including roylaty) by mechhanical transport upto a lead of 5 km. also including ramming and watering of the earth in layers notexceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complate for all lift.2.25A 2.25A 3 Sand Filling- Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.(DSR-2.27) 4 PCCProviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) ( i/c septic tank + drain )(DSR-4.1.8) 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% concentrationDSR 2.35.3 6 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum levelFooting,Column,Plinth up to PlinthDSR 5.1.2,5.33.1.1 7 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum(a)Lintal,Slab,Beam,septic tankDSR 5.33 8 (b)Column above PlinthDSR 5.2 9 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete . Thermo-Mechanically Treated bars of grade Fe-500D or more.upto plinth & above plinth,septictankDSR 5.22.6,A 10 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) (septictank +drain)DSR 6.1.1 11 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)DSR 6.1.2 12 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)(DSR-6.4.2) 13 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. Cement mortar 1:4 (1 cement :4 coarse sand)(DSR-6.13.2) 14 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 40*40*5 mm, joints mitred40x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. Providing & fixing of hold fast for chaukhatsof doors and windows.DSR-10.31 15 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 fixed to steel window by welding (Window Grill)DSR 9.48.1 16 Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) (Z-Section)DSR-10.11.1 17 Providing and fixing in position collapsible steel shutters with vertical channels 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer.DSR 10.3 18 Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. Stainless steel (grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sidesDSR 10.29.2 19 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panes DSR 10.30.1 20 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. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws DSR 9.21.1 21 Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete (Copper oxidised as per IS 1378) (300x16mm)DSR 9.62.1 22 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete (Copper oxidised as per IS 1378) (250x10mm)DSR 9.63.1 23 Providing and fixing ISI marked oxidised M.S. handles conforming to 1S:4992 with necessary screws etc. complete (Copper oxidised as per IS 1378) 125mm)DSR 9.66.1 24 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)(internal+external )DSR-13.4.2 25 15mm cement plaster on rough side of mix 1:4 (1 cement : 4 coarse sand) (septic tank + drain )DSR 13.5.1 26 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to |.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm11.41 A.1 27 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.11.26 28 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.11.37 29 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. 11.3.1 40 mm thick with 20 mm nominal size stone aggregate+septic tank (47.51+10 sqm )11.3.1 30 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate (Drain )11.7 31 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an evenshade. Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufactureDSR 13.62.1 32 Finishing walls with primer Acrylic smooth exterior paint of required shade :New work (Two or more coat applied @ 1.67ltr/10 sqm over the including base coat of water proofing cement paint applied @ 2.20 kg/10 Sqm.DSR 13.46.1 33 One priming coat ofcement primer and twocoats oil distemper on new work including supply of all materials, labour and tools andplants etc. required for proper completion of the workDSR 13.41.1 34 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. D.S.R. 13.80 35 Centering and shuttering including strutting, propping etc. and removal of form: in Foundations, footings, bases of columns, etc. for mass concrete DSR 5.9.1 36 Centering and shuttering including strutting, propping etc. and removal of form in Suspended floors, roofs, landings, balconies and access platformDSR 5.9.3 37 Centering and shuttering including strutting, propping etc. and removal of form in Lintels, beams, plinth beams, girders, bressumers and cantilevers DSR 5.9.5 38 Centering and shuttering including strutting, propping etc. and removal of form in Lintels, beams, plinth beams, girders, bressumers and cantileversDSR 5.9.6 39 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. (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.22.7.1 40 Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.110 mm diameter[DSR-12.41.2] 41 Providing and fixing on wall face unplasticised- PVC moulded fittings/ accessories forunplasticised 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 thermalexpansion. 110 mm bend[DSR-12.42.5.2] 42 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm[DSR-12.43.2] 43 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.[DSR-12.22] 44 Providing and fixing soil, waste and vent pipes : 75mm diameter : Sand cast iron S&S pipe as per IS: 1729DSR-17.35.2.1 45 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)(DSR-19.15.1) 46 Making soak-pit 2.5 m. diameter and 3 m. deep with 45 x 45cm dry brick honey comb shaft with F.P.S bricksandSW drain pipe completeasper standard design. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5DSR-19.32.1 47 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 fixtures complete, including cutting and making good the walls andlevel white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and floors wherever required :White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests17.1.1 48 Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15mm C.P. brass pillar taps, C.P. brass chain with rubber plug, 32mmC.P. brass waste of standard pattern including cutting & making good the walls wherever required. Flat back wash Basin size 550x400 mm with single 15mm C.P. brass pillar tap.17.7.4 49 Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete.a) 32mm dia17.28.2.1 50 Providing & fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick asbestos cement sheet ground fixed to wooden cleats with C.P. brass screws and washers.17.31 51 Providing & fixing soil, waste and vent pipes.a) 100mm dia centrifugally cast iron S & S pipe.17.35.1.2 52 b)75mm dia centrifugally cast iron S & S pipe.17.35.2.2 53 Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes & fitting of diameters.a) 100mm17.58.1 54 b) 75mm17.58.2 55 Providing & fixing M.S. holder bat clamps of approved design to sand cast iron/centrifugally cast (Spun) iron S & S pipe embeded in & including cement concrete blocks 10x10x10cm. of 1:2:4 mix (1 cement : 2 coarse : 4 graded stone aggregate 20mm nominal size).Including cost of cutting holes & making good the walls etc.a) for 100mm dia pipe.17.37.1 56 b) for 75mm dia pipe.17.37.2 57 Providing & fixingcast iron coller.a) 100mm dia.17.57.1.2 58 b)75mm dia.17.57.2.2 59 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.a) 110mm diameter12.41.2 60 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm 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.a) 110mm 12.43.2 61 Providing & fixing G.I. pipes complete with G.I. fittings & clamps including cutting & making good the walls etc.(internal work)Exposed on walla) 25mm dia nominal bore (medium duty)18.10.3 62 b) 32mm dia nominal bore (medium duty)18.10.4 63 Concealed pipe including painting with anticorrosive bitumatic paint, cutting chases and making good the wall.a) 15mm dia nominal bore18.11.1 64 b) 20mm dia nominal bore18.11.2 65 Painting G.I. pipes and fittings with two coats of anti corrosive bitumastic paint of approved quality.a) 15mm dia nominal bore.18.40.1 66 b) 20mm dia nominal bore.18.40.2 67 c) 25mm dia nominal bore.18.40.3 68 d) 32mm dia nominal bore.18.40.4 69 Providing and fixing 45 cm long unplasticised PVC connection pipe with brass unions.a) 15mm nominal bore18.21.2.1 70 Providing & fixing CP brass bib cock of approved quality conforming to IS 8931 a) 15mm nominal bore18.49.1 71 Providing & fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS 8931a) 15mm nominal bore18.53.1 72 Providing and fixing ball valve (brass) of approved quality complete.(High or low pressure with plastic floats).a) 25mm. Nominal bore18.18.3 73 Providing and fixing gun metal gate valve with wheel of approved quality.a) 25mm dia nominal bore18.17.1 74 b) 32mm dia nominal bore18.17.2 75 c) 40mm dia nominal bore18.17.3 76 Providing and placing on terrace (at all floor levels) polyethylene 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.Capacity 11000 litre18.48 77 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.2.10.1.2 78 Providing, laying and joining glazed stone ware pipes grade Awith stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete.a) 100mm diameter19.1.1 79 b) 150mm diameter19.1.2 80 Providing & laying cement concrete 1:5:10 (1 cement :5 coarse sand :10 graded stone aggregate 40mm nominal size) alround S.W. Pipes including bed concrete as per standard design.a) 100mm diameterS.W. Pipe19.2.1 81 b) 150mm diameterS.W. Pipe 82 Providing and fixing square mouth S.W. Gully trap grade A complete with C.I. grating brick masonry chamber with bricks of class M-150 and water tight C.I. cover with frame of 300 x 300mm.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 design.a) 150 x 100 mm. size P type19.4.2.2 83 Constructing brick masonry manhole with class bricks M-150in cement mortar 1:4 (1 cement : 4 coarse sand) RCC top slab with 1:2:4 mix (1 cement : 2 coarse sand: 4graded stone aggregate 20mm nominal size); foundation concrete 1:4:8 mix (1 cement :4coarse sand: 8 graded stone aggregate 40mm nominal size) inside plasstering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design.a) Inside size 90x80 cm & 45 cm deep including C.I. cover with frame (light duty) total wt. of cover & frame to be not less than 38 Kg (wt. of cover 23 Kg & wt. of frame 15 Kg.With M-150 Bricks19.7.1.1 84 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cablein surface / recessed medium class PVC conduit, with 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. Group A1.10.3 85 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.Power plug wiring in PVC conduit (4x4 sq.mm.)1.12 86 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.2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire1.14.1 87 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire1.14.2 88 2 X 4 sq. mm + 1 X 4 sq. mm earth wire1.14.3 89 2 X 6 sq. mm + 1 X 6 sq. mm earth wire1.14.4 90 Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required.3 X 1.5 sq. mm 1.17.3 91 Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required.250 mm X 300 mm X 60 mm deep1.22.15 92 Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.5/6 A switch1.24.1 93 15/16 A switch1.24.3 94 3 pin 5/6 A socket outlet1.24.4 95 6 pin 15/16 A socket outlet1.24.5 96 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required.1.26 97 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required.12 Module (200mmX150mm)1.27.6 98 Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required.1.31 99 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 A modular socket outlet and 15/16 A modular switch, connections etc. as required.1.32 100 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required.1.33 101 Supplying & fixing suitable size GI box wih modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular SP MCB, C curve including connections, painting etc. as required.1.57 102 Supplying and fixing PVC batten/ angle holder including connections etc. as required.1.58 103 Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer ) as required . (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.) 4 way (4 + 12), Double doo2.5.1 104 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 pole2.10.1 105 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required.2.11 106 Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. 107 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required.5.15 108 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 and refilling the trench etc as required.Above 35 sq. mm and upto 95 sq. mm7.1.2 109 Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp)7.7.2 110 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/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019), THD 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.19.1 111 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing.63 Amp Four Pole10.18 DSR CIVIL 2023 112 Supplying and fixing of 63 Amp Four Pole MCB (10 KA) C CURVEPWD SOR 2024 RATE1020 (A) 113 Supply & laying of aluminium conducter, PVC insulated amoured, served, sheeted cable 1100 volts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand alround and protected with burnt bricks on sides and top on surface, the cable run shall be fixed on M.S. clamp etc. of suitable size as per direction of Engineer-in-charge. complete in all respect the armouring of the cable shall be properly connected with the earth conductor by clamp etc. 70.0 sq Mm*3.50 core.501 (M) 114 Supply and projection of factrory and wired metal wired metal clad dust and vermin proof mountingn. M.S channel Base with bottan and top cable entires Electrical contral panel with Tpn MCCBs(four pole 36Ka with thermal magnatic release)Switches complete and insturment chamber etc. complete in all respects. The instrument chamber shall be separate and shall complate of flush type digital metering system for phase to phase voltage. current and other paraments (Kva.P.f.K.W etc.)in each phase with toche type selector switch for diffrent reading instruments fuses current transformer etc. the panel Board shall have suitable capacity electrolytic aluminum busbars as per is 8623 or above insulated with heat shrink sleeving and mounted on the sides. the MCCBS shall be completed withsuitable cable end boxes. Compression glands and indicating lamp on incoming etc. The job includes the grounting of the board as Amp and above well be provided with Ammetre. The panel board shall be fabricated with CRCA sheet with Ammetre. the panel board shall be fabricated with CRCA sheet with a minimum thickness of 1.6MM /2MM cubicle type switch shall be L/T or Schnieder of equvalent make. incoming 400 AMP , TPN-1 No. Outgoing 200 Amp. TPN-1 Nos, 100 Amp. TPN-2 Nos. & 63 Amp. TPN-1 Nos. CAT B. Cubicle Type SOR 804 C (ii) 115 Supply and fixing of 16 gauge MS durm with louvers duly painted including making hole in the wall for exhaust fan and finishing property complete in all respects.1122 116 Supply and fixing of recess / surface mounting round 15 to 18 watt cut out min 150 mm, height min 40 mm, LED down lighter having with heat sink, diffuser die cast aluminium housing with heat sink, diffuser/reflector and driver set, suitable for 24 Hr. continuous operation, complete in all respect. 100 lm/W, PF>0.95, THD<10% at full load, CRI>80, with 3 years warranty.1403 Cat AAA 117 Supply and Fixing of 36 Watt to 46 Watt above 3300 leumin indoor Recess mounting LED Square Fitting for Armstrong Ceiling having Powder coated die cast aluminium housing withextendedheat sink and diffuser of Special Polycarbonate meterial and driver set complete in all respect. Cat AAA1406 Cat AAA 118 Supply and fixing of LED tube light with batten suitable for up 1 x 22 watt LED tube light fitting including tube on surface complete in all respect CAT - AAA1413 119 Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium housing built with driver set suitable for 100 to 120 watt. Confirming to IP 65 protection complete in all respect.1453 Cat AAA 120 Supply and fixing of 200 Amp four pole change over switch on 50 mm x 50 mm x 6 mm angle iron frame, including the cost of labour, T&P, painting and other material required for proper completion of the work as per direction and satisfaction of engineer in charge.379 121 S&L of 1800 mm x 900 mm x 12 mm thick chequred rubber matting of tested quality1136 122 Supplyand burring of Safe Earthing Electrode T-19 ( Hot Dip Galvanised) , Length up to 3000 mm , Outer GI pipe of 16 SWG and inner with crystalline conductive misture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivty with good mixture of retaining capacity and one earthing lead of 25mm x 3 mm G.I. strip, upto switch board (from apron to switch board, the cost of G.I. strip will be extra) along with 30 cm square C.I. frame with hinged cover & masonry housing. Make: As approved in U.P. P.W.D. & C.P.R.I. Certified.725 B 123 Supplyandfixingoffireextinguisher,ABCType6.00 kg.capacity(ISIMarked)completewithinitialcharge and wall bracket, along with supply of all materials and labourforpropercompletionofwork.PWDElec- 1131(A) 124 Supply and fixing of CO2 type fire extinguisher 4.5 kg. capacity(ISIMarked) completewithinitialchargeand wallbracket,alongwithsupplyofallmaterialsand labour for proper completion of work. PWD Elec -1132 125 Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. All kinds of soilIn all kind of soil upto 1.5m depthDSR-2.6.1 126 In all kind of soil upto 1.5m to 3.0m. Depth & 3 m to 4.5 mDSR-2.6.1+2.26.1 127 Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete,including cost of form- work, in foundation and floors.(DSR-4.1.8) 128 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)DSR 6.1.1 129 Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cumDSR 5.33.2.1 130 P/F 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 steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level. DSR 5.22.6 131 15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 4 Coarse sand (DSR-13.5.1) 132 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 barDSR-19.15.1 133 Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality.M.D. -10- Circular shape 500mm internal diameterDSR-19.19.2.2 134 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 -in-charge, beyond 90 metre & upto 150 metre depth below ground level.Drilling of 300mm dia bore hole manually. DSR 23.2.1.1 135 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 diaDSR-23.4.2 136 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.DSR-23.5 137 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, 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.DSR-23.6 138 Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge.DSR-23.7 139 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.DSR-23.8 140 Excavating trenches in all kinds ofsoil of required width for pipes. including excavation for sockets and dressing of sides, ramming of bottoms, including getting out the excavated soil & then returning the soil as required, in layers not exceeding 20 cm in depth including consolidating each deposited layer by ramming, watering, etc & disposing of surplus excavated soil as directed within a lead of 50m. up to 1.50 m depthPipes 80 mm to 300 mmdiameterDSR-2.10.1.2 141 Providing and laying NonpressureNP 2 class (light duty) RCC pipe with collars jointed withstiffmixtureofcement mortar in the proportion of 1:2 (1cement : 2 finesand ) includingtestingof joints etc. complete. 150 mm.dia. RCCPipesDSR.19.6.2 142 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design150 mm. dia. S.W. PIPEDSR-19.3.2 143 Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm 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 ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of .class designation 7.5DSR-18.33.1
