Tender For District Siddharth Nagar Mandal Stariya Office Building Construction Work - Civil Work Excavation Of Foundation-Earth Work In Excavation By Mechanical Means (Hydraulic Excavator) / Manual Means In Foundation Trenches Or Drains (Not Exceeding 1., Basti-Uttar Pradesh

Tender For District Siddharth Nagar Mandal Stariya Office Building Construction Work - CIVIL WORK Excavation of Foundation-Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. DSR-2.8.1 2 Sand Filling-Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. (DSR-2.27) 3 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) (DSR-4.1.8) 4 Providing & injecting chemical emulsion for pre constructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface ifplinth junction of wall and floor, along the external perimeter of binding expansion joints, surrounding of pipes and conduit etc., complete (plinth area of the building at ground floor only shall be measured as per IS-6313 Part II 1981)Aldrine emulisifiable concentrate or any other approved material such as Hepthachlor or Chlordance will be used. The rate of application of chemical emulsion shall be as follows- (I) Treatment for masonary & foundation 5 Ltr. per Sqm. (II) Back fill in immediate contact with foundation 7.5 Ltr.per Sqm. (III) Treatment of top surface of plinth filling 5 Ltr.perSqm. (IV) Treatment ofsoil along external peri meter of building 7.50 Ltr. per Sqm. (V) Treatment of soil under apron along external perimeter 5 Ltr. per Sqm. PWD SORS.I.No. 1 Chapter 8 5 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 400 mm dia piles DSR 20.3.2 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 DSR 5.33.1.1 Pile Cap 7 Column 8 Plinth 9 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 DSR 5.33.2.1 Lintel 10 Slab 11 Beam 12 Column 13 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 DSR 5.22.6 & 14 Above plinth DSR 5.22.6 A.6 15 Add for using extra cement in the items of design mix over and above the specified cement content therein. DSR 5.35 16 Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 hours. (b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. DSR 22.5 17 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 18 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) 19 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) 20 Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil. (DSR-4.13) 21 Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies,erraces 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 Engineerin-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 Engineerin- charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm. (DSR 22.7.1 ) 22 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 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 23 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 24 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 40x40x5 mm, joints mitred and welded by angle iron 40x40x5 mm or 40x 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 25 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 (Tie Rod) DSR-10.31 26 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.(Z-Section Window)DSR-10.2 27 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 sides DSR 10.29.2 28 Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with : 4.0 mm thick glass panesDSR 10.30.1 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. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screwsDSR 9.21.1 30 Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) DSR 9.22.1 31 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 32 Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete (Copper oxidised as per IS 1378) (250x10mm) DSR 9.63.1 33 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) 125mm) DSR 9.66.1 34 Providing and fixing in position collapsible steel shutter with vertical channels 20x10x2mm and braeed with flat iron diagonals 20x5mm size with top and bottom rail of iron 40x40x6mm with 40mm dia steel pulleys complete with bolts, nuts, locking arrangements, stopper, handles including applying a priming coat of approved steel primer. (DSR 10.3) 35 15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand) (Below GL.) (DSR-13.5.1) 36 15 mm cement plaster on rough side of single or half brick wall of mix : 1:6 (1 cement: 6 coarse sand)DSR-13.5.2 37 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) DSR-13.4.2 38 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), including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm [DSR-11.41.2] 39 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.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 mm DSR- 11.46.2 40 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. DSR 11.37 41 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. DSR 8.31 42 Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Area of slab over 0.50 sqm Granite stone slab of colour black, Cherry/Ruby red DSR8.2.2.2 43 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 DSR 11.26.1 44 Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand) Light shade pigment using white cementDSR 11.20.1 45 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). D.S.R. 10.28 [DSR-10.28] 46 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -: 1:1.5:3 (1 cement : 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size) DSR - 4.1.2 47 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 Manufacture DSR 13.62.1 48 Finishing walls with 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 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/litreDSR 13.41+13.41.1 50 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 51 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. DSR 4.17 52 Providing and fixing GI Clip in Metal Ceiling System of 600x600 mm module which includes providing and fixing ‘C’ wall angle of size 20x30x20 mm made of 0.5 mm thick pre painted steel along the perimeter of the room with help of nylon sleeves and wooden screws at 300 mm center to centre, suspending the main C carrier of size 10x38x10 mm made of G.I steel 0.7 mm thick from the soffit with help of soffit cleat 37x27x25x1.6 mm, rawl plugs of size 38x12 mm and C carrier suspension clip and main carrier bracket at 1000 mm c/c. Inverted triangle shaped Spring Tee having height of 24 mm and width of 34 mm made of GI steel 0.45 mm thick is then fixed to the main C carrier and in direction perpendicular to it at 600 mm centers with help of suspension brackets. Wherever the main C carrier and spring T have to join, C carrier and spring T connectors have to be used. All sections to be galvanized @ 120 gms/sqm (both side inclusive), fixing with clip in tiles into spring ‘T’ with : GI Metal Ceiling Clip in plain Beveled edge global white color tiles of size 600x800 and 0.5 mm thick with 25 mm height, made of G | sheet having galvanizing of 100 gms/ sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation.D.S.R. 12.54.2 53 Centering and shuttering including strutting, propping etc. and removal of form: in Foundations, footings, bases of columns, etc. for mass concreteDSR 5.9.1 54 Centering and shuttering including strutting, propping etc. and removal of form: in Suspended floors, roofs, landings, balconies and access platform DSR 5.9.3 55 Centering and shuttering including strutting, propping etc. and removal of form: in Lintels, beams, plinth beams, girders, bressumers and cantileversDSR 5.9.5 56 Centering and shuttering including strutting, propping etc. and removal of form: in Columns, Pillars, Piers, Abutments, Posts and Struts DSR 5.9.6 57 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] 58 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 87.5° [DSR-12.42.5.2] 59 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] 60 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] 61 EXPANSION JOINTS Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In-Charge. The joints system will be of extruded aluminum base members, self aligning / self centering arrangement and support plates etc. as per ASTM B221-02. The system shall be such that it provides floor to floor /floor to wall expansion control system for various vertical localtion in load application areas that accommodates multi directional seismic movement without stress to its components. System shall consist of metal profiles with an universal aluminum base member designed to accommodate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturers pre-engineered self- centering arrangement that freely rotates / moves in all directions.The Self - centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufactures design and as approved by Engineer -in- Charge. (Material shall conform to ASTM 6063). Floor Joint of 100 mm gap (DSR 5.44.1) 62 Providing and fixing of expansion joint system related with wall joint (internal/external) location as per drawings and direction of Engineer-In- Charge. The joints shall be of extruded aluminum base members, self aligning / centering arrangement and support plates as per ASTM B221- 02. The material shall be such that it provides an Expansion Joints System suitable for vertical wall to wall/ wall to corner application, both new and existing construction in office Buildings & complexes with no slipping down tendency amongst the components of the Joint System. The Joint System shall utilize light weight aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap locking the multicellular to facilitate movement. (Material shall conform to ASTM 6063). Wall Joint of 100 mm gap (DSR 5.45.1) 63 SURFACE DRAIN Excavation of Foundation-Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.DSR-2.8.1 64 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) DSR-4.1.8 65 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 66 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 aggregateDSR 11.3.1 67 15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand) DSR-13.5.1 68 SANITARY WORK SANITARY INSTALLATIONS & C.P FITTINGSProviding 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, Parryware/ Hindware/ Seabird/Orient (Coral) with all fittings and fixtures complete 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 DSR 17.1.1 69 Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked black solid plastic seat and lid DSR17.2.1 70 Providing & fixing white vitreous china wash basin with C.I. brackets painted white, 15 mm C.P. brass pillar taps, C.P. brass chain with rubber plug, 32mm C.P. brass waste of standerd pattern including cutting & making good the walls wherever required. a)White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps DSR 17.7.1 71 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Semi rigid pipe32 mm diaDSR 17.28.1.1 72 Providing and fixing 600x450mm bevelled edge mirror of superior glass (of approved quality) complete with 6mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. DSR 17.31 73 Providing and fixing white vitreous china flat back half stall urinal of size 580*380*350mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in D.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: Range of Single half stall urinals with 5 litre PV.C. automatic flushing cistern. DSR 17.5.1 74 Providing and fixing stone slab table rubbed, edges rounded and polished of size 75x50cm deep and 1.8cm thick fixed in Urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1cement: 2coarse sand: 4graded stone aggregate 6mm nominal size) as per direction of Engineer-in-charge and finished smooth. Granite Stone of approved shade DSR 8.10.2 75 Providing and fixingPTMT Bottle Trap for Wash basin and sink Bottle trap 38 mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mm minimum water seal, weighing not less than 263 gms DSR 17.70.2 76 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. DSR 17.71 77 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. DSR 17.73.2 78 CP Brass fittings Providing and fixing unplasticised PVC connection pipe with brass unions 45 cm length 15 mm nominal boreDSR 18.21.2.1 79 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931a) 15 mm nominal bore DSR 18.49.1 80 Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards andweighing not less than 690 gms.a) 15 mm nominal bore DSR 18.51.1 81 Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved quality conforming to IS:8931a) 15 mm nominal bore DSR 18.53.1 82 Providing and fixing C.P. brass shower rose with 15 or 20mm inlet 100 mm diameterDSR 18.22.1 83 Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931: 15mm nominal bore DSR 18.52.1 84 PVC PIPES & FITTINGS AND RAIN WATER PIPES Providing and fixing unplasticised-PVC pipe clips of approved design to unplasticised-PVC pipes by means of 50x50x50 mm hard wood plugs, screwed with MS 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. 110mm DSR 12.43.2 85 Providing and laying cement concrete 1:5:10(1 cement : 5 coarse sand : 10 graded stone aggregate 20mm nominal size)around P.V.C Soil and waste pipe including bed concrete as per standard design (embedded in the flooring / ground) 100 /90 mm diaDSR DSR no.19.2.1 86 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 87 Providing and fixing on wall face unplasticised PVC moulded fittings/acces.ies for unplasticised Rigid PVC rain water pipes conforming to IS:13592Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion. Bend 87.5 degree 110 mm BendDSR 12.42.5.2 88 Providing and fixing on wall face unplasticised PVC moulded fittings/acces.ies for unplasticised Rigid PVC rain water pipes conforming to IS:13592Type A including jointing with seal ring conforming to IS:5382 leaving 10mm gap for thermal expansion Shoe (Plain) 110 mm Shoe DSR 12.42.6.2 89 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams. DSR 12.44 90 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 MS 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 mmDSR 12.43.2 91 INTERNAL & EXTERNAL WATER SUPPLY WORKS 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.20mm dia nominal outer dia pipes DSR 18.8.2 92 25mm dia nominal outer dia pipesDSR 18.8.3 93 32mm dia nominal outer dia pipesDSR 18.8.4 94 Providing and fixingGI pipes complete with GI fittings and clamps, including cutting and making good walls etc. (internal work). Internal work-Exposed on wall 25mm dia nominal bore DSR 18.10.3 95 32mm dia nominal bore DSR 18.10.4 96 40mm dia nominal bore DSR 18.10.5 97 50mm dia nominal boreDSR18.10.6 98 Providing and fixing GI Union in GI pipes including cutting and threading the pipe and making long screws etc. complete (new work). 25mm dia nominal bore DSR 18.46.3 99 32mm dia nominal bore DSR 18.46.4 100 40mm dia nominal bore DSR 18.46.5 101 50mm dia nominal bore DSR 18.46.6 102 Providing and fixing gun metal gate valve with wheel of approved quality. 25mm dia nominal bore DSR 18.17.1 103 32mm dia nominal bore DSR 18.17.2 104 40mm dia nominal bore DSR 17.17.3 105 50mm dia nominal bore DSR 18.17.4 106 Providing and placing on terrace (at all floor levels)polyethylene water storage tank ISI : 12701 marked indicating the BIS License No. with cover and suitable locking arrangement and making necessary holes for inlet, outlet and over flow pipes but without fitting and base support for tank.[Sintex, Electroplast, Star, Lotus or equivalent having valid ISI license]. Capcity in Per Liters DSR 18.48 107 SEWERAGE SYSTEMExcavating 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 soil Pipes, cables etc. exceeding 80mm dia but not exceeding 300mm. DSR 2.10.1.2 108 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 100mm diameter DSR 19.1.1 109 Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) all roundS.W. pipes including bed concrete as per standard design 100mm dia SW pipe DSR 19.2.1 110 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. S.W.Pipes DSR 19.6.2 111 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 design 150 mm.dia. SWPipes DSR 19.3.2 112 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 design 150 x 100 mm size P type With Sewer bricks conforming to IS : 4885 DSR 19.4.2.2 113 Supplying and fixing C.I.cover 300x300 mm without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5 Kg. DSR 19.20 114 Providing and fixing 100 mm sand cast Iron grating for gully trap. DSR 17.29 115 Constructing brick masonry manhole in cement mortar 1:4 (1 cement :4 coarse sand) RCC top slab with 1:2:4 mix (1 cement :2 coarse sand :4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement :4 coarse sand :8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement :3 coarse sand) finished with floating coat fo neat cement and making channels in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 20mm nminal size) finished with a floating coat of neat cement complete as per standard design. Inside size 90x80cms and 45cms deep including CI cover with frame (light duty) 455x610mm internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg). With FPS bricks of class designation 75 (i) For Sewer Line DSR 19.7.1.1 116 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 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 : Extra for depth for manholes:Size 90x80cm With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 DSR 19.8.1.1 117 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement:3 coarse sand :6graded stone aggregate 20 mm nominal size) as per standard design With 20x20 mm square bar DSR 19.15.1 118 EXTERNAL SEWERAGEConstructing brick masonry chamber 600 x 600x750mm insidewithF.P.S. brickwork in cement mortar 1:4 (1 cement : 4 coarse sand) for Sluice Valve / Air Valve, with C. I. surface box 100 mmtop diameter, 160 mm bottom diameter and 180mm deep (inside) with chained lid and RCC top slabwith 1 : 2 : 4 mix (1 cement : 2 coarsesand : 4 gradestone aggregate 20 mm nominal size); necessary excavation,foundationconcrete 1:5:10 (1 cement : 5 fine sand: 10 graded stone aggregate 40 mm nominal size) and inside plasteringwithcement mortar 1 : 3 (1 cement : 3 coarsesand ) 12mmthick finished with a floatingcoatofneat cementcomplete as per standarddesign With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 DSR 18.33.1 119 SEPTIC TANK & SOAK PIT Excavation of Foundation-Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. From 0.00 mt to 1.50 mt & 1.50mt to 3.0 mt DSR-2.8.1 120 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) DSR (DSR-4.1.8) 121 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 (M-20) (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (DSR-5.3) 122 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) DSR 6.1.1 123 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. DSR 5.22.A.6 124 Cement concrete flooring 1:2:4 (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement (40 mm thick floor). DSR-11.3.1 125 15mm cement plaster on rough side of mix 1:4 (1 cement : 4 coarse sand) [DSR13.5.1] 126 Providing and fixing soil, waste and vent pipes : 75mm diameter : Sand cast iron S&S pipe as per IS: 1729 [DSR-17.35.2.1] 127 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] 128 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 7.5 DSR 19.32.1 129 ELECTRICAL WORK 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 A DSR 1.10.3 130 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.) DSR 1.12 131 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 wire DSR 1.14.1 132 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire DSR 1.14.2 133 2 X 4 sq. mm + 1 X 4 sq. mm earth wire DSR 1.14.3 134 2 X 6 sq. mm + 1 X 6 sq. mm earth wire DSR 1.14.4 135 2 X 10 sq. mm + 1 X 6 sq. mm earth wire DSR 1.14.5 136 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. mmDSR 1.17.3 137 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 deep DSR 1.22.15 138 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 switch DSR 1.24.1 139 15/16 A switch DSR 1.24.3 140 3 pin 5/6 A socket outlet DSR 1.24.4 141 6 pin 15/16 A socket outlet DSR 1.24.5 142 Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. DSR 1.25 143 Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required. DSR 1.26 144 Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. 12 Module (200mmX150mm) DSR 1.27.6 145 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. DSR 1.31 146 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. DSR 1.32 147 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. DSR 1.33 148 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. DSR 1.57 149 Supplying and fixing PVC batten/ angle holder including connections etc. as required. DSR 1.58 150 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 door DSR 2.5.1 151 Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, C curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole DSR 2.10.1 152 Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required DSR 2.11 153 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. DSR 2.21 154 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. DSR 5.15 155 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. mm DSR 7.1.2 156 Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp) 7.7.2 157 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. DSR 19.1 158 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 Pole DSR 2023 10.18 159 SUB HEAD (II) :- (NON SECHDULE ITEMS) Supplying and fixing of 63 Amp Four Pole MCB (10 KA) C CURVE SOR 1020 (A) 160 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.SOR 501 (M) 161 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) 162 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. SOR 1122 163 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. SOR 1403 Cat AAA 164 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. SOR 1406 Cat AAA 165 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 - AAA SOR 1413 166 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. SOR 1453 Cat AAA 167 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. SOR 379 168 S&L of 1800 mm x 900 mm x 12 mm thick chequred rubber matting of tested quality SOR 1136 169 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. SOR 725 B 170 FIRE FIGHTING SYSTEM Supplying, installation, testing & commissioning of main control and indicating panel made out SWG MS sheet to accommodate the following items duly powder coatedinapprovedcolourwithlouversforventilation, locking arrangement, audio and visual indication for fire alarmandpublicaddresssystem,monitoringsystem includingconnections,interconnectionsetccomplete as required. 6 Zone panel for fire alarm system 100 Watt amplifier racks suitable for operation on 230V AC/24VDCsupplyconfirmingtoIEC-268-3complete withallaccessoriesasrequired-2Nos.(onetoactas standby) TalkbackmasterstationwithLEDPTT(presstotalk) push button for operation on 230V AC/24 V DC supply confirming to IEC-268 for simplex mode of operation/ communication suitable for 20 Nos. talk back unit-1 set. Annoucementcontroldesksuitableforselectionof differentzonesselectivelyandONALLCALLswitch with visual indication etc. complete as required-1set. Amplifier change over switch for inter changingamplified-1 No. Monitorpanelforloudspeakercompletewithoutput selector, ON/OFF switch,fuse,visual indications etc. complete as required-1 No. Gooseneck microphone with stand and ON/OFF switch 1 No. Main ON/OFF switch,fuse indication lamps, DC and AC voltmeters&ammeters,terminalblocksetc.Complete as required-1 set. 1 Battery charger trickle cum boost to take complete load of fire alarm & PA system complete with all accessories includingproviding&fixingof2nos.12volt,30AH eachsealedmaintenancefreebateries-1set. DSR- 17.1.11 171 Supplying, installation, testing & commissioning of addressablemanualcallpointcompleteasrequired. DSR-17.2.14 172 Supplying,installation,testing& commisssioningof intelligent addressableprogrammable sounder complete as required.DSR-17.2.6 173 Supplying & laying of 2x1.5 sgqmm fire survival armoured cable, 600/1000V rated with annealed copperconductorhavingglassmicafirebarriertape covered by an extruded layer of Cross Linkable Ethylene Propylene Rubber (EPR) insulation and LSZH innerbedding,steelwirearmouring&LSZHouter sheath complete as required. DSR-17.5.1 174 Supply andfixingandconcealingof20mm dia. 2mm thickPVCconduitpipewithISImarkembossedand withPVCaccessoriesconfirmingtoISNo.3419for drawing wires duly sealed at joints with original resin / adhesive to make the complete piping rigid, plastering withcementsandmortarfinishedtothelevelwith matchingcolourwashincludingcostofallmaterial labourandT&Petcrequiredforpropercompletionof theworkasperdirectionsandtothesatisfactionof Engineer in charge. PWD Elec -148(A) 175 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 176 Supplyandfixingoffireextinguisher,ABCType6.00 kg.capacity(ISIMarked)completewithinitialcharge and wall bracket, along with supply of all materials and labourforpropercompletionofwork. PWDElec- 1131(A) 177 WET RISER SYSTEM Providing,laying,testing&commissioningofCclass heavydutyMSpipeconformingtoIS3589/IS1239 includingWelding,fittingslikeelbows,tees,flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required : 100 mmDSR-18.7.7 178 80 mmDSR-18.7.6 179 Supplying and fixing first-aid Hose Reel with MS construction spray painted in post office red, conforming to IS 884 complete with the following as required. 20 mm nominalinternaldiawaterhosethermoplastic(Textile reinforced)type-2asperIS:12585.20mmnominal internaldia gun metalglobe valve& nozzle.Drumand bracketsforfixingtheequipmetsonwall.Connections from riser with 25 mm dia stop gun metal valve & M.S. Pipe and socket. DSR-18.17.1 180 Supplyingandfixingsingleheadedinternalhydrant valvewithinstantaneousGunmetal/StainlessSteel couplingof63 mm diawith cast iron wheelISI marked conformingtoIS5290(Type-A)withblank Gunmetal/ StainlessSteelcapandchainasrequired: Single headed Stainless steel. DSR-18.9.1 181 Supplyingandfixing63mmdia,15mlongRRL hose pipewith63mmdiamaleandfemalecouplingsduly bound with Gl wire, rivets etc. conforming to IS 636 (type A) as required: Stainless Steel (Grade 304)DSR-18.16.2 182 Supplying&fixing 63mmdiagun metalshort branch pipe with 20mm nominalinternal diametersize nozzle conformingtoIS903suitableforinstantaneous connection to interconnect hose pipe coupling as required: Stainless Steel (Grade 304) DSR-18.18.2 183 Supplying& fixingof Firebrigade connection of cast iron body with gun metal male instantaneous inlet couplingcompletewithcapandchainasrequired.for suitable dia MS pipe connection conforming to IS 904 as required: 2 way-100mm dia MS Pipe.DSR-18.19.1 184 Supplying,installation,testingandcommissioningof electric driven terrace pump suitable for automatic operationandconsistingoffollowing,completeinall respects, as required: (Terrace Pump). Horizontal type, multistage,centrifugal,splitcasingpumpofcastiron body & bronze impeller with stainless steel shaft, mechanical confirming to IS : 1520. Suitable HP squirell cageinductionmotorTEFCtypesuitableforoperation on 415 volts, 3 phase, 50 Hz, AC supply with IP55 class of protection for enclosure, horiziontal foot mounted type withClass-Finsulation,conformingtoIS-325.M.S. fabricated common base plate, coupling, coupling guard, foundationboltsetc.asrequired.Suitablecement concrete foundation duly plastered and with anti vibration pads. 450 Ipm at 35 m Head. DSR-18.4.2 185 Providing & fixing of pressure switch in M.S.pipe line including connection etc. as required. DSR-18.22 186 Supplying & laying of 2x1.5 sqmm fire alarm armoured cable, 600/1000V rated with annealed copper conductor havingXLPEinsulation,steelwirearmouring&FRLS outer sheath complete as required. DSR-17.5.2 187 Supplyingandlayingof aluminiumconductorPVC insulated armoured served sheathed cable 1100 volts grade at the depth of 750 mm bellow ground level over a cushionof75mmthicksandallaroundandprotected withburntbricksonsideandontop.Onsurfacethe cablerunshallbefixedonMSclampsetc.ofsuitable size or as directed bythe Engineer-Incharge ,complete in all respect.The armouring of the cable shall be properly connectedwiththeearth conductorby clamps etc. Size 25 sq mm x 3-1/2core. PWD-501(J) 188 Providingandplacingonterrace(atallfloorlevels) polyethylenewaterstoragetank,IS:12701marked, with cover and suitable locking arrangement and making necessary holesforinlet,outletand overflowpipesbut without fittings and the base support for tank. DSR 18.48 189 Supplying, fixing, testing and commissioning of butterfly valve of PN 1.6 rating with bronze / gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets conforming to IS 13095 of following sizes as required : 100 mm diaDSR-18.11.5 190 80 mm dia DSR-18.11.4 191 Providing, installation, testing and commissioning of non returnvalveoffollowingsizesconfirmingtoIS:5312 completewithrubbergasket,Glbolts,nuts,washers etc.as required :100MM dia. DSR-18.14.5 192 Supplying and fixing air vessel made of 250 mm dia, 8 mm thick MS sheet, 1200 mm in height with air release valveontopandflangedconnectiontoriser,drain arrangement with 25 mm dia gun metal wheel valve with required accessories, pressure gauge and painting with syntheticenamelpaintofapprovedshade asrequired. DSR-18.20 193 RAIN WATER HARVESTING RECHARGE PITSExcavation of Foundation-Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. In all kind of soil upto 1.5m depth DSR-2.8.1 194 In all kind of soil upto 1.5m to 3.0m. Depth DSR-2.8.1 195 In all kind of soil upto 3.0m to 4.5m. Depth DSR-2.8.1 196 In all kind of soil upto 4.5 m to 6.0m. Depth DSR-2.8.1 197 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) 198 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) DSR 6.1.1 199 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 (M-20) (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)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 (M-20) (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) DSR 5.1.2 200 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 5.22.6 201 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) 202 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-19.15.1 203 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 DSR-19.19.2.2 204 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 23.2.1.1 205 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 DSR-23.4.2 206 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-23.5 207 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-23.6 208 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-23.7 209 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-23.8 210 DRAINAGE NETWORK 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 depth Pipes 80 mm to 300 mmdiameter DSR-2.10.1.2 211 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. RCCPipes DSR.19.6.2 212 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 design 150 mm. dia. DSR-19.3.2 213 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 7.5 DSR-18.33.1 214 BOUNDARY WALL Excavation of Foundation-Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. DSR-2.8.1 215 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) (DSR-4.1.8) 216 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 300 mm dia piles DSR 20.3.1 217 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 DSR 5.33.1.1 218 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 5.33.2.1 219 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-6.4.2) 220 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) 221 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 DSR 5.22.6 222 above plinth DSR 5.22.A.6 223 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) DSR-13.4.1 224 Finishing walls with 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 @ 0.90 kg/10 Sqm. DSR 13.46.1 225 Centering and shuttering including strutting, propping etc. and removal of form: in Foundations, footings, bases of columns, etc. for mass concreteDSR 5.9.1 226 Centering and shuttering including strutting, propping etc. and removal of formin Lintels, beams, plinth beams, girders, bressumers and cantileversDSR 5.9.5 227 Centering and shuttering including strutting, propping etc. and removal of form Columns, Pillars, Piers, Abutments, Posts and StrutsDSR 5.9.6 228 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 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. DSR-10.31 229 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 manufacture DSR 13.62.1 230 GATE Excavation of Foundation-Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. DSR-2.8.1 231 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) (DSR-4.1.8) 232 Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 400 mm dia piles DSR 20.3.2 233 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 DSR - 5.33.1.1 234 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 DSR 5.33.2.1 235 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 DSR 5.22.6 236 above plinth DSR 5.22. A.6 237 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) DSR-13.4.1 238 Finishing walls with 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 13.46.1 239 Centering and shuttering including strutting, propping etc. and removal of form: in Foundations, footings, bases of columns, etc. for mass concreteDSR 5.9.1 240 Centering and shuttering including strutting, propping etc. and removal of form: in Lintels, beams, plinth beams, girders, bressumers and cantileversDSR 5.9.5 241 Centering and shuttering including strutting, propping etc. and removal of form: in Columns, Pillars, Piers, Abutments, Posts and StrutsDSR 5.9.6 242 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Electric resistance or induction butt welded tubes.DSR 10.16.3 243 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 manufacture DSR 13.62.1 244 C.C. ROAD 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-6.1.1) 245 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 Cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)(DSR-4.1.10) 246 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all lead & lifts, spreading in uniform layers of specified thickness with motorgrader on prepared surface and compacting with vibratory power rollerto achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mmto 0.075 mm ) having CBR Value-25DSR 16.78.2 247 P/L of 125 micron polythene sheets as per Material rate M-104 (.S. ITEM) 248 Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site,spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber,finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately Cement concrete prepared with batch mixing machine DSR 16.43.1 249 Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to 18:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.)DSR 16.45 250 Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads /pavements allcomplete as per direction of the Engineer-in-Charge.DSR 16.46.1 251 EARTH FILLING 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, Cumpusside development etc. complete for all lift. DSR 2.25A 252 Storm Drain (450 mm X 600 mm) Excavation of Foundation-Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. DSR-2.8.1 253 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) (DSR-4.1.8) 254 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) 255 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 DSR 11.3.1 256 15 mm cement plaster on rough side of single or half brick wall of mix : 1:4 (1 cement: 4 coarse sand) (DSR-13.5.1) 257 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 (M-20) (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) DSR 5.1.2 258 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. DSR 5.22.A 6 259 Submersible Pump Set 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, upto 90 metre depth below ground level. 300 mm dia DSR 23.1.1.1 260 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. (I) 110 mm nominal size dia DSR 23.3.1 261 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. (I) 110 mm nominal size dia. DSR 23.4.1 262 Supplying, filling, spreading & leveling p gravel 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 23.7 263 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. DSR 23.12 264 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of :110 mm dia DSR 23.13.1 265 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 110 mm clamp. DSR 23.14.1 266 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 110 mm dia. DSR 23.15.1

INR 2714 /-

INR 1393000.0 /-

INR 6.96 Crore /-

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