Public Works Department-PWD has published Tender For Supply, Erection, Testing And Commissioning Of 2 Nos. Static Type Solid Waste Transfer Stations And Operation And Maintenance For 60 Months For Nagar Nigam, Dehradun.. Submission Date for this Tender is 12-03-2024. Waste Disposal Services Tenders in dehradun Uttarakhand. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 08-Jan-2024 | Date Extend Order | Date | 19-02-2024 |
| 2 | 15-Feb-2024 | Date Extend Order Letter | Date | 01-03-2024 |
| 3 | 29-Feb-2024 | Date Extend Letter | Date | 12-03-2024 |
| Sl. No. | Item Description |
| 1 | Supply, Erection, Testing & Commissioning of Transfer Stations at Dhoran site of Nagar Nigam Dehradun. |
| 2 | S.I.T.C. of Static Compactor Capacity -100 MT per day The static compactor should be designed toreceive garbage from MiniTippers andcompact the sameintoRoll-on-Roll-off containerswhicharethenpickedup byHook Loadersand transportedtorespective Site. The static compactor would be hydraulically operatedbin cart loading mechanism which receives thegarbage from minitippers andloadthegarbage into thecharge boxof theStaticCompactor. Thefeatures of Static compactorshall be as per followings:- • Horizontal compaction machine with tipcart mechanism • Hopper • Guillotine system • Hydraulic Clamping Claw • Drainage System for leachate • Hydraulic Power Pack • PLC based Electronic Controls. • Charge Box Volume of 3 CU.M.maximum andshall be fitted with 15 KW Electric Motor. • Charge Hopper • Hydraulic Compaction Container Coupling • Hydraulic Vertical Locking Mechanism • HydraulicallyoperatedBin Cart loading mechanism • Guide platesforRoll-on Roll-off Containers-2 sets • Compactor should be in heavy duty designwithextrastrong sheetthickness withhorizontally operating straightsinglecylinder system. • HydraulicSystem shall be with regenerativecontrol forfaster cycletime • Should have failsafe hydraulicram control withoutlimit switches,press platewill be in low maintenance plastic guides • Should have container75% fullwarningsystem • Should be equipped with extra pressure boostandautomatically platepositioningforclosure operation • ControlPanel shall be withmain switch, emergency stop button, functionbuttonand function lights |
| 3 | • Allhydraulic functions should be controlled via acentral, maintenance freevalve HydraulicUnitwithoilfilter andoillevelgauge. o Charge boxvolume approx.-3M3 o Compactioncycletime- 41+2 Sec. o Theoreticalvolumetriccapacity- 263 M3/Hr o Normal Pressure- 26 Mpa o Max. Pressure – 30 MPA o Normal Compaction Force- 320 kN o Max Compaction Force- 370 kN o Density- 0.6-0.8 Tonne/M3 o Motor Power – minimum 11 kW o Power Supply -415 + 5% V o Distance into container-500 mm • TheHydraulicContainerCoupling should be ofapairofhydraulically operatedHookwith lever which pulls, align andattaches thecontainertothecompactorunitbefore loading the garbageinto the container. After the container should be loaded the HydraulicCoupling releases thecontainerwhich would bedetached from thecompactorbefore lifting bytheHook Loader. • The Containeropeningshould beprovidedwith asliding steel gate. The Gate would belifted bya hydraulicverticalmechanism before loading the garbageinto the container.• After the containerisloaded, the hydraulicverticalmechanismwould push thecontainersliding gate downwardandclosestheopening. Thecomplete Operation would be controlledby meansof push buttons • Oil Coolershould be integratedcompletelytoHydraulicPowerPack. • Each compactorunit should beprovided withmildsteelBin Carthaving a garbage holding capacity of2.5T (3Cum.) and would bedesigned toreceive garbage from Mini-Tippersandloadintothe receiving hopper of thestaticcompactor. The Bin cart loading devicecanbe Rear loading having volume capacity of 5 m3, leftorright handloading. |
| 4 | Supply of Hook Loader • TruckMounted Hook Loadersuitable for handling20Cu.M skips suitable to bemountedon 28TGVwBS-VITruckChassiswith driver"s cabin and PTO. Hook Loaders are fabricated in accordance with CE machine regulations and ensures the safety of its operator and its environment. • Specifications : • Thehook loader shall bemountedon28T GVW Truck Chassis andis suitable for handling 20Cumcapacitycontainerandisdesigned topick-up theloaded Roll-on Roll-offcontainer fromthe transferstation,transport, dumping the materialby hydraulic tipping at the dumping groundand thereaftertransport theempty containerbacktothetransferstation andunloadthesameat theTransfer Station. • The dumping mode should beachievedby operatingthemainrams,actuating armand tilting frame, withjibextended,pivoting around therearshaft. • A sub-frameshould bemadeoutofbendsteelplatesandcrossmembersshould be mounted on thetruck chassisframe. • A tilting frameshould be hingedtothesub frame witha steelshaftcarrytherearcentering rollers. A mainarmshould be hinged on thetilting frame witha mechanical locking mechanismallowsthe dumpingmode. • A telescopic jib, sliding in thearm, supporting a wide-openlifting hookenables loading of container. • HydraulicSpecifications: • Pump - High PerformanceVane Type Pump • Controls- Low pressure hydraulic (Manual) • Filter- 10micron, return linewith replaceablecartridge • Arm cylinders(liftcylinders) - 2 Nos., double acting, equipped with counter balancevalves andbuiltin by passvalves. • Jib cylinder (slide cylinders)-1 No.Double acting, equipped with built in counter balance valve Hoses, tubes & fittings. • ContainerLocking Cylinder - 1 No.,DoubleActing • BoomLocking Cylinder 1 No.,DoubleActing • Stabilizersshould beprovided atsuitablelocations alongtherearof thevehicle toensurevehicle stabilityduring theloading & unloading cycleof operation. • All hydraulic cylinders, allied components and all hydraulic pumps should be supplied from the manufacturer of ISO certified company. • Safety Devices |
| 5 | • Safety valve shall prevents jiboperationduring dump Mode • Automatic lock should be provided on arm slides through container catches. • Truck Chassis • Thehookloader should be suitable tobemounted on3 AxleTruck Chassisof28T GVW,BS-VIof TATA/AshokLeyland /Eicher/Mahindraor equivalent. • TheChassisshallbe with DriverCabin fitted with PTO andHydraulicPump. • Welding • Structurewelding confirmtorelevant IS standards • Hook for lifting • The hook for liftingthe Compactor Unit would beintegraltothe structure. It shall be provided with the necessaryreinforcementto handle the design weightfor lifting with adequate factor of safety. The follow detailed specifications of the hook lift of a system with a capacity of 200 kN, Hook Height of 1570 mm and be mounted on a chassis height of 1050 mm. • The bottom frame of Hook Loader would be comprising two longitudinal main runners and cross reinforcement. To the rear of the system the pivot point of the tipping frame would be attached. The pivot point would be situated as low as possible into the bottom frame so that the tipping capacity of the cylinders shall be augmented. • The bottom frame should have several containers supports which would be divided over the full length and support the container’s lower main frame. As well at the front of the bottom frame high tensile steel slide supports should be placed to support the container over a big surface. • At the front of the frame the cylinder bridge construction should be located, and provide a strong and solid attachment for the main cylinders. The tipping frame automatically lock the bottom frame during the unloading procedure. • The tipping frame of Hook Loader have the provisions to enables the system to tip the containers. The tipping frame should rotate at the rear of the system’s bottom frame and have casted rollers on which the container would be supported. At the tipping frame a steel locking device shall be constructed in order to lock to the main off-loading frame. These two components would be locked together for tipping the container. • The off-loading frame of Hook Loader shall have the hook mast, which slides front and backwards. The off-loading frame would enable the system to roll off the container. The off-loading frame should rotate in the middle of the main frame at the front of the tipping frame. During the operation, the hook masts should be moved backwards and unlocks the off-loading frame from the tipping frame. After this the two double acting main cylinders shall rotate the off-loading frame and make enables the system to roll-off the container. • The hook mast of Hook Loader shall bemoved front – and backwards inside the off-loading frame. The hook mast shall have the provisions of unlocking the off-loading frame from the tipping frame, will be capable to enables the system to roll – off the container. System should have synthetic bearing for maintenance free bearing of the sliding. • The high strength cast hook mounted into the hook mast should be placed at a height of 1570 mm. which have hook eye of the container for the safetyduring tipping, on and off rolling. |
| 6 | Handling Capacity 20 M3 Mounted on 28 GVW Capacity 200 KN Hook Height 1570 MM Chassis Height 1050 MM Technical Specifications as per design X(mm) 1200 MM L (mm) 5300 MM O (mm) 250 MM K 550 K R (mm) 3045 MM T (mm) 130 MM Weight 1 (kg) 2550 Kg DS (mm) 1060 MM Min./max. container length (mm) 4100-6400 MM Loading (time)2 (s) 36 Unloading (time)2 (s) 46 Tipping (time) 2 (s) 41 H= hook height, CH= Chassis Height, DS= Lowest pick-up point (depending on hook and chassis height) |
| 7 | Supply of Roll-On Roll-Off Containers 20 Cu.MCapacity Roll-On Roll-Off Containerscompatible for Handling with aboveHook Loaders • Theclosed type Roll-On Roll-Of containersof20Cu.Mshould becompatible with Hook loaderandthestationarycompactorinstalled at transferstations. Thecontainer should have mechanicallocking arrangement tolockthem with thestationery compactorwhile loading therefuseandwould be provided witha discharge doorfordischargingthematerial atthedumpingground throughhydraulic tipping by theHookloader. • Technical Specifications : o Cylindrical Shell with Guillotine door. o Leachate collection Tray o Ratchet Mechanism for closing and opening of container Doors. o Drain Valves o Set of metallic Rollers. o Sub frame o Painting Description Units Amount Container effective capacity m3 20, Cylindrical Body Overall Dimension (Diameter x length) mm 2200 x 5991 Floor thickness mm 5 Side wall thickness mm 4 Weight Kg Approx. 3650 Pick-up systemHook Lift Cleaning tabsNA Drain tabs2 on side walls at rear Wastewater collection chamberInside bottom RollersTwo heavy duty rollers at rear SealingOmega profile between rear door and last end beam Tail DoorTop Hinged Heavy-Duty Tail door lockingRatchet Mechanism |
| 8 | S.I.T.C. of Weighbridge Supply, erection and commissioning of pit mounted fully electronic weighbridge on civil foundation to be constructed at each transfer station as per specification to carry the entire load on weighbridge Specifications A. Capacity – 40 Metric Ton B. Devision – 5 KG C. Platform size – 7.0 MX3.0M D. Bottom Work : Civil Foundation as per specifications E. Load cell 6 nos. compression/shear load cell of 20T capacity each F. Mould- the complete weighbridge consists of single mould G. Joists- 5 nos. joists of 350X140mm size thickness of reputed company will be supplied with anti skid strip H. Transform- two no. of transforms suitable for carrying the required capacity I. Indicator- microprocessor based digitizer with the following features like zero tare etc. the auto calibration feature will calibrate the weighbridge at regular intervals. A standard Rs 232 serial interface provided for computer interface. J. Software : the software would be totally user friendly whether it is for an industrial use of for public weighbridge. The software so designed can be side the standard weighing K. Venous MIS Report |
| 9 | S.I.T.C. of DG Set S.I.T.C. of Silent Type 82.5 KVA DG set at Dhoran with latest required environment standards. Make : Kirloskar/Cummins/Mahindra/Catterpillar |
| 10 | S.I.T.C. of Vehicle washing assembly Cold Water high pressure, working pressure 110-139, Hose length -5 meter, pump (rpm)-2800 (for 110-160 bar), flow rate- 500-599 L/Hr. Single phase, made by mild steel as per IS: 2062 (Grade A), electric operated. |
| 11 | Supply of Air Compressor Type- reciprocating air compressor, electrical operated. Positive displacement with air receiver confirming to IS: 7938 (Storage Tank), duty cycle- continuous, No. of stages for compression- 2 No., rated discharge pressure (Kg/SqCM)- 11.0-11.9, layout of air receiver- horizontal with intercooler provision, min operating temp.- 5 deg. C, Max operation temp. – 50 deg. C |
| 12 | CIVIL WORKS 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. All kinds of soil. |
| 13 | Add extra for excavation in foundation/trenches/drains for every additional lift of 1.5 Mtr. or part thereof in Ordinary or hard rock. |
| 14 | Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth , consolidatingeach deposited layer by ramming and watering including lead upto 50Mtr. and lift upto 1.5Mtr. |
| 15 | Carriage of earth, moorum etc with lead up to 5 Km including loading unloading etc complete |
| 16 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration |
| 17 | Supplying chemical emulsionin sealed containers including delivery as specified. Chlorpyriphos/Lindane emulsifiable concentrate of 20% |
| 18 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). |
| 19 | Providing 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 : 8 graded stone aggregate 40 mm nominal size). |
| 20 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 21 | 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 reinforcementwith 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III): 3 graded stone aggregate 20 mm nominal size). |
| 22 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III): 3 graded stone aggregate 20 mm nominal size). |
| 23 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. |
| 24 | Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform |
| 25 | 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 |
| 26 | 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) Cement mortar 1 : 6 (1 cement : 6 coarse sand) |
| 27 | 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) |
| 28 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement Mortar 1:6 ( 1-Cement : 6-Sand). |
| 29 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. |
| 30 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : :20 mm thick |
| 31 | Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform |
| 32 | Finishing with neat cement (punning). |
| 33 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. |
| 34 | Washed stone grit plaster on exterior walls height upto 10 metre above ground level, in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand ), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15 mm cement plaster 1:1/ 2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10 mm nominal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings ,complete as per specification and direction of Engineer-in-charge (payment for providing grooves shall be made separately). |
| 35 | Grading roof for water proofing treatment with water proffing compound Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 36 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. |
| 37 | Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.Granite Stone Work Full Edge moulding |
| 38 | 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 |
| 39 | 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. |
| 40 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqmincluding grouting the joints with white cement and matching pigments etc.,complete.size 600 mm X 600 mm |
| 41 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer"s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 42 | Providing and fixing aluminum work for doors ,windows, ventilators and partition with extruded built up standard tubular / appropriate Z sections and other sections of approved make conforming to IS :733 and IS :1285, fixed with rawl plugs and screws or with fixing clips ,or with expansion hold fasteners including necessary filling up of gap. at junctions , at top ,bottom and sides with required PVC/neoprene felt etc. Aluminium section shall be smooth ,rust free, straight ,mitered and jointed mechanically wherever required including cleat angle Aluminium snap beading for glazing /paneling , C.P. brass/ stainless steel screws Al. Tower bolt & Al. handle & Al. Aldrop etc.,all complete as per architectural drawings and the directions of Engineer- in – charge .(Glazing and paneling to be paid for separately).For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) Polyester Powder coating aluminum ( minimum thickness of powder coating 50 micron) |
| 43 | Providing and fixing glazing in aluminium door, window ,ventilator shutters and partitions etc. with PVS / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge.(Cost of aluminium snap beading shall be paid in basic item.) With float glass panes of 5.0 mm thickness ( weight not less than 13.50 kg/sqm) |
| 44 | Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge.With brass cover plate minimum 1.25 mm thickness |
| 45 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade New work (two or more coats) over and including water thinnable priming coat with cement primer |
| 46 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer’s specification. Two or more coats on new work |
| 47 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 48 | Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheetscomplete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.0.63 mm thick with zinc coating not less than 275 gm/ m² |
| 49 | Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. 0.63 mm thick with zinc coating not less than 275 gm/m² |
| 50 | Providing valleys of 90 cm wide overall in plain G.S. sheet fixed with polymer coated J, or L hooks, bolts and nuts 8 mm dia G.I. limpetand bitumen washers complete : 1.60 mm thick with zinc coating not less than 350 gm/m² |
| 51 | Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts andwashers etc., including making necessaryconnections with rain water pipes complete.0.63 mm thick with zinc coating not less than 275 gm/m² |
| 52 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position andapplying a priming coat of approved steel primer all complete |
| 53 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates andsimilar works. |
| 54 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreouschina flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid |
| 55 | Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern,with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required :Single half stall urinal with 5 litre P.V.C. automatic flushing cistern |
| 56 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps |
| 57 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. |
| 58 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 59 | Providing and fixing 100 mm sand cast Iron grating for gully trap. |
| 60 | 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 |
| 61 | Providing and fixing PTMT grating of approved quality and colour. Circular type 125 mm nominal dia with 25 mm waste hole |
| 62 | 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 |
| 63 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. |
| 64 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 15 mm nominal outer dia .Pipes. |
| 65 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one stepCPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 15 mm nominal outer dia .Pipes.20 mm nominal outer dia .Pipes. |
| 66 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 18.9.1 15 mm nominal outer dia Pipes |
| 67 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 15 mm nominal outer dia .Pipes. 20 mm nominal outer dia .Pipes. |
| 68 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 15 mm nominal outer dia .Pipes. 25 mm nominal outer dia .Pipes. |
| 69 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :15 mm nominal bore |
| 70 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore |
| 71 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15mm nominal bore |
| 72 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, 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 |
| 73 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 Fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design:Inside dimensions 455x610 mm and 45 cm deep for single pipe line :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 74 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 Fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard designInside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 75 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 76 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge. 200 Nominal bore of pipe (mm) |
| 77 | 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: 200mm dia |
| 78 | 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. 100 mm clamp |
| 79 | 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.Ordinary rock |
| 80 | Extra for excavating trenches for pipes, cables, etc. in ordinary/hard rock exceeding 1.5 m in depth but not exceeding 3 m. (Rate is over corresponding basic item for depth upto 1.5 metre) |
| 81 | Extra for excavating trenches for pipes, cables, etc. in ordinary/hard rock exceeding 3m in depth but not exceeding 4.5 m. (Rate is over correspondingbasic item for depth upto 1.5 metre) Add extra for over all depth of excavation above 4.5 m and upto 6.0 m over item no 1.6Add extra for over all depth of excavation above 7.5 m and upto 9.0 m over item no 1.6 |
| 82 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 83 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 84 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. |
| 85 | 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 |
| 86 | 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.Rocky strata including Boulders 300 mm dia |
| 87 | 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. |
| 88 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge. 200 Nominal bore of pipe (mm) |
| 89 | 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.200mm dia |
| 90 | 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. 200 mm nominal size dia |
| 91 | 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 |
| 92 | 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. |
| 93 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineerin-charge. |
| 94 | 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 |
| 95 | Excavation in Cutting in Soil by manual means with lead upto 50 m 3-5-1 Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 |
| 96 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix 1:2.5:5 (Hand mixing) |
| 97 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 R.C.C grade M 20 |
| 98 | Providing and fixing wvc urinal partition 630x315 mm |
| 99 | Providing and fixing marble urinal partition slab makrana ii quality |
| 100 | Providing and fixing rigid PVC pipe class 2 4 kg per CM square of approved quality and make including joining the pipe with solvent cement rubber ring and lubricant 75mm dia |
| 101 | Providing and fixing rigid PVC pipe class 2 4 kg per CM square of approved quality and make including joining the pipe with solvent cement rubber ring and lubricant 110 mm dia |
| 102 | Providing and fixing rigid PVC pipe class 2 4 kg per CM square of approved quality and make including joining the pipe with solvent cement rubber ring and lubricant 160mm dia |
| 103 | providing and fixing and pesticides polyvinyl chloride UPVC SWR pipes type b for soil and waste discharge system 75 mm dia |
| 104 | providing and fixing and pesticides polyvinyl chloride UPVC SWR pipes type b for soil and waste discharge system 110 mm dia |
| 105 | providing and fixing and pesticides polyvinyl chloride UPVC SWR pipes type b for soil and waste discharge system COUPLER 75 mm dia |
| 106 | providing and fixing and pesticides polyvinyl chloride UPVC SWR pipes type b for soil and waste discharge system COUPLER 110 mm dia |
| 107 | providing and fixing and pesticides polyvinyl chloride UPVC SWR pipes type b for soil and waste discharge system SINGLE PUT FISH COUPLER 75 mm dia |
| 108 | providing and fixing and pesticides polyvinyl chloride UPVC SWR pipes type b for soil and waste discharge system SINGLE PUT FISH COUPLER 110 mm dia |
| 109 | providing and fixing and pesticides polyvinyl chloride UPVC SWR pipes type b for soil and waste discharge system SINGLE TEE WITH DOOR 75 mm dia |
| 110 | providing and fixing and pesticides polyvinyl chloride UPVC SWR pipes type b for soil and waste discharge system SINGLE TEE WITH DOOR 110mm dia |
| 111 | providing and fixing and pesticides polyvinyl chloride UPVC SWR pipes type b for soil and waste discharge system BEND 87.5 degree 75mm dia |
| 112 | providing and fixing and pesticides polyvinyl chloride UPVC SWR pipes type b for soil and waste discharge system BEND 87.5 degree 110mm dia |
| 113 | providing and fixing and pesticides polyvinyl chloride UPVC SWR pipes type b for soil and waste discharge system shoe plain 75 mm dia |
| 114 | providing and fixing and pesticides polyvinyl chloride UPVC SWR pipes type b for soil and waste discharge system shoe plain 110 mm dia |
| 115 | providing and fixing and pesticides polyvinyl chloride UPVC SWR pipes type b for soil and waste discharge system gully trap 110 mm dia |
| 116 | providing and fixing and pesticides polyvinyl chloride UPVC SWR pipes type b for soil and waste discharge system vent cowel 75 mm dia |
| 117 | Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for "AA" class loading as per IRC specifications including the effect of impact, EQ etc. complete on firm base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal sizes. The work includes required safety measures, construction of drain for diversion of flowing water, cost of design of RCC Precast Box and its proof checking from any Govt. college etc. complete in all respect as per specifications Size 0.60 M x 0.60 M |
| 118 | SITC of Radial / mixed flow ISI marked water and anti-corrosive liquid filled submersible motor pump setssuitable for 100/150mm dia borewell.The size of adopter fixed on top of the motor should exceed the top of coupler , for safegaurd the coupler. The construction material of motor and pump should match IS: 8034 : 2018 and IS: 9283 guideline. The radial flow pumpset should operate at 5 star energy efficiency level of BEE and mixed flow pump set should operate at 3 star energy level of BEE, accompained by valid BEE certificate. Motor should be IE2 class as per IEC 60034-2-1: 2007, IEC 60034-30: 2008,& IS12615:2011with required accessories including making connection suitable for Bore well. The job includes labour part of lowering ofriser pipe G.I./H.D.P.E. with rope, cables & pump, installation of complete fitting and accessories, jointing of electrical cables up to Starter. All labour for testing of submersible pumps set and supply of water to water mains, complete in all respect. OEM shall have submitNABL / CPRI / ERDA accrediatedlab type test certificate before execution. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure "A" attached with this BSR . 150 mm diameter Submersible pump shall havefollowing HP Rating, phase, Head range, Discharge range respectively. 7.5 HP, 3-Ø, (76 - 96)Mtr, (285-180) LPM |
| 119 | Electrical Parts Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. |
| 120 | Group A |
| 121 | Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, 2 way piano type switch, phenolic laminated sheet, suitable size MS box and earthing the pointwith 1.5 sq.mm FRLS PVC insulated copper conductor singlecore cable etc. as required. |
| 122 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel 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. |
| 123 | Group A |
| 124 | Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. |
| 125 | 20 mm |
| 126 | 25 mm |
| 127 | 32 mm |
| 128 | Supplying and fixing following piano type switch/ socket on the existing switch box/ cover including connections etc. as required. |
| 129 | 5/6 amps switch |
| 130 | 3 pin 5/6 A socket outlet |
| 131 | 6 pin 15/16 A socket outlet . |
| 132 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. |
| 133 | 5/6 A switch |
| 134 | 2 way 5/6 A switch |
| 135 | Bell push |
| 136 | 6 pin 15/16 A socket outlet |
| 137 | Supplying and fixingtwo module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. |
| 138 | Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required.. |
| 139 | Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. |
| 140 | 1 or 2 Module (75mmX75mm) |
| 141 | 3 Module (100mmX75mm) |
| 142 | 4 Module (125mmX75mm) |
| 143 | 6 Module (200mmX75mm) |
| 144 | 8 Module (125mmX125mm) |
| 145 | Supplying and fixing following Modular base & cover plate on existing modular metal boxes etc. as required. |
| 146 | 1/2 Module |
| 147 | 3 Module |
| 148 | 4 Module |
| 149 | 6 Module |
| 150 | 8 Module |
| 151 | Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. |
| 152 | 3 x 1.5 sq. mm |
| 153 | 3 x 2.5 sq.mm |
| 154 | 3 x 4 sq. mm. |
| 155 | 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. |
| 156 | Single pole MCB |
| 157 | Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess,complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) . |
| 158 | 6 way , Double door |
| 159 | Supplying and fixing DP sheet steel enclosure on surface/ recess along with 25/32 A 240 V "C" curve DP MCB complete with connections, testing and commissioning etc. as required.. |
| 160 | Providing and fixing following rating and breaking capacityandpole MCCB with thermomagnetic release and terminalspreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required. |
| 161 | 100 A, 16 KA,TPMCCB |
| 162 | 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. |
| 163 | Upto 35 sq. mm |
| 164 | Earthing with G.I. earth pipe 4.5 metre long, 40 mm diaincluding accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but without charcoal/ coke and salt ) as required. |
| 165 | Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of2.7 metre long etc. with charcoal/ coke and salt as required. |
| 166 | Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. |
| 167 | Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) |
| 168 | Providing and fixing 25 mm X 5 mm copper strip in 40 mm dia G.I. pipe from earth electrode including connection with brass nut, bolt, spring, washer excavation and re-filling etc. as required. |
| 169 | Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I.pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. |
| 170 | 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 for230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. |
| 171 | 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. |
| 172 | Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required |
| 173 | Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc., including supplying and fixing ball and socket arrangement, 2 Nos. down rods of 20 mm dia X 1.6 mm thick steel conduit upto 30 cm length, painting and wiring the down rods and connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required |
| 174 | Supplying and installing following size of perforated painted with powder coating M.S. cable trays with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required. |
| 175 | 100 mm width X 50 mm depth X 1.6 mm thickness |
| 176 | Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required.25 A |
| 177 | Supplying,installation,testing and commissioningofAstronomical time switchof following configuration to bemounted in feeder pillars / Lighting DBs forautomaticswitching On & OFF of street lights at sun set & sun rise or twilight(Auto ON, Auto OFF, Auto modes) with manual override facility with 12/24 hour display format with suitable battery andindication for relay status i/c programming at site complete as required. 2 output per phase and suitable for single phase supply |
| 178 | S& F of all in one solar LED street light fixture with Integrated high efficient Monocrystalline panel with Lithium (LiFePO4) Ferro Phosphate battery with BIS approved make .luminaire should be secondary optic lenses for better distribution with delivered efficacy of > 100 Lumen perwatt.Bidder shall have in house R&D Laboratory which is recognised by ministry of Science & Technology department, Govt. OfIndia/ NABL. Bidder shall have inhouse pole & luminaire manufacturing facility. Luminaire can be supplied with Hybrid switch along with indicator to understand the source of power( either from solar or AC supply).shall have certificate tested fromMNRE approved Lab. Guarantee for total system is two years .Note: All the above should be integrated and should be 1 system. make: Bajaj/ Philips / Crompton. Compact Solar LED Street Light - 20W(MONO) 18V/ 12.8V9Ah/12W |
| 179 | S I T C of 100 KVA star ratedAluminium wound distribution Transformeroffollowing rating 11/0.433KV Delta-Star Connected, Vector Group Dyn 11,ONAN Cooled & as per BEE star level- 2 & BIS approved as per IS 2026- 1977 & lossesas defined as per IS 1180 part I 2014. including standardaccessories like conservator, silica gel breather, radiator, fins, HT cable box & LT cable boxes, temperature rise in winding/oil 35-40 degree C, ISI marked drain valve, Dial type Temperature gauge, first filling of transformer oil as per IS :335-1953, Epoxy based paint,including carrying of pre-commission Testing & Charging of Transformer complete in all respect .NABL accredeated/ CPRI/ ERDA lab testing reports with OEM certificate must submitted to engineer in charge .Transformer must be tested from CTL test lab of discom (if reqd.) before charging of transformer & complete installaion must be certified from Electrical Inspectorate office as per Indian Electricity rule. |
| 180 | Supply & Fixing of ABC Type (MAP 50)type powder FireExtinguisher (Stored Pressure type) of 9 kg. capacity duly current and valid BIS certification conforming to IS: 15683:2006, with Dry chemical powder used as extinguishing agent should be Mono Ammonium Phosphate 50% concentration conforming to IS 14609:1999. OEM will produce supplier certificate complete with squeeze grip release valve, locking arrangement, pressure gauge and bracket includinginitial fill and wall suspension complete in all respect. Serial no. and date of manufacturing should be embossed or printedon the body of the fire extinguisher. The firm should submit the product certificate from an EN notified body & product performance test report from NABL accredited Lab as per IS 15683. All as per pre approved by Engineer in charge. |
| 181 | Operation & maintenance of Mechanized Solid Waste Transfer Station of Dhoran of Nagar Nigam Dehradun as per scope of work mentioned in relevant section of this bid document.. All as per pre approved by Engineer in charge. |
| 182 | Supply, Erection, Testing & Commissioning of Transfer Stations at Kargi site of Nagar Nigam Dehradun. |
| 183 | S.I.T.C. of Static Compactor Capacity -100 MT per day The static compactor should be designed toreceive garbage from MiniTippers andcompact the sameintoRoll-on-Roll-off containerswhicharethenpickedup byHook Loadersand transportedtorespective Site. The static compactor would be hydraulically operatedbin cart loading mechanism which receives thegarbage from minitippers andloadthegarbage into thecharge boxof theStaticCompactor. Thefeatures of Static compactorshall be as per followings:- • Horizontal compaction machine with tipcart mechanism • Hopper • Guillotine system • Hydraulic Clamping Claw • Drainage System for leachate • Hydraulic Power Pack • PLC based Electronic Controls. • Charge Box Volume of 3 CU.M.maximum andshall be fitted with 15 KW Electric Motor. • Charge Hopper • Hydraulic Compaction Container Coupling • Hydraulic Vertical Locking Mechanism • HydraulicallyoperatedBin Cart loading mechanism • Guide platesforRoll-on Roll-off Containers-2 sets • Compactor should be in heavy duty designwithextrastrong sheetthickness withhorizontally operating straightsinglecylinder system. • HydraulicSystem shall be with regenerativecontrol forfaster cycletime • Should have failsafe hydraulicram control withoutlimit switches,press platewill be in low maintenance plastic guides • Should have container75% fullwarningsystem • Should be equipped with extra pressure boostandautomatically platepositioningforclosure operation • ControlPanel shall be withmain switch, emergency stop button, functionbuttonand function lights |
| 184 | • Allhydraulic functions should be controlled via acentral, maintenance freevalve HydraulicUnitwithoilfilter andoillevelgauge. o Charge boxvolume approx.-3M3 o Compactioncycletime- 41+2 Sec. o Theoreticalvolumetriccapacity- 263 M3/Hr o Normal Pressure- 26 Mpa o Max. Pressure – 30 MPA o Normal Compaction Force- 320 kN o Max Compaction Force- 370 kN o Density- 0.6-0.8 Tonne/M3 o Motor Power – minimum 11 kW o Power Supply -415 + 5% V o Distance into container-500 mm • TheHydraulicContainerCoupling should be ofapairofhydraulically operatedHookwith lever which pulls, align andattaches thecontainertothecompactorunitbefore loading the garbageinto the container. After the container should be loaded the HydraulicCoupling releases thecontainerwhich would bedetached from thecompactorbefore lifting bytheHook Loader. • The Containeropeningshould beprovidedwith asliding steel gate. The Gate would belifted bya hydraulicverticalmechanism before loading the garbageinto the container.• After the containerisloaded, the hydraulicverticalmechanismwould push thecontainersliding gate downwardandclosestheopening. Thecomplete Operation would be controlledby meansof push buttons • Oil Coolershould be integratedcompletelytoHydraulicPowerPack. • Each compactorunit should beprovided withmildsteelBin Carthaving a garbage holding capacity of2.5T (3Cum.) and would bedesigned toreceive garbage from Mini-Tippersandloadintothe receiving hopper of thestaticcompactor. The Bin cart loading devicecanbe Rear loading having volume capacity of 5 m3, leftorright handloading. |
| 185 | Supply of Hook Loader • TruckMounted Hook Loadersuitable for handling20Cu.M skips suitable to bemountedon 28TGVwBS-VITruckChassiswith driver"s cabin and PTO. Hook Loaders are fabricated in accordance with CE machine regulations and ensures the safety of its operator and its environment. • Specifications : • Thehook loader shall bemountedon28T GVW Truck Chassis andis suitable for handling 20Cumcapacitycontainerandisdesigned topick-up theloaded Roll-on Roll-offcontainer fromthe transferstation,transport, dumping the materialby hydraulic tipping at the dumping groundand thereaftertransport theempty containerbacktothetransferstation andunloadthesameat theTransfer Station. • The dumping mode should beachievedby operatingthemainrams,actuating armand tilting frame, withjibextended,pivoting around therearshaft. • A sub-frameshould bemadeoutofbendsteelplatesandcrossmembersshould be mounted on thetruck chassisframe. • A tilting frameshould be hingedtothesub frame witha steelshaftcarrytherearcentering rollers. A mainarmshould be hinged on thetilting frame witha mechanical locking mechanismallowsthe dumpingmode. • A telescopic jib, sliding in thearm, supporting a wide-openlifting hookenables loading of container. • HydraulicSpecifications: • Pump - High PerformanceVane Type Pump • Controls- Low pressure hydraulic (Manual) • Filter- 10micron, return linewith replaceablecartridge • Arm cylinders(liftcylinders) - 2 Nos., double acting, equipped with counter balancevalves andbuiltin by passvalves. • Jib cylinder (slide cylinders)-1 No.Double acting, equipped with built in counter balance valve Hoses, tubes & fittings. • ContainerLocking Cylinder - 1 No.,DoubleActing • BoomLocking Cylinder 1 No.,DoubleActing • Stabilizersshould beprovided atsuitablelocations alongtherearof thevehicle toensurevehicle stabilityduring theloading & unloading cycleof operation. • All hydraulic cylinders, allied components and all hydraulic pumps should be supplied from the manufacturer of ISO certified company. • Safety Devices |
| 186 | • Safety valve shall prevents jiboperationduring dump Mode • Automatic lock should be provided on arm slides through container catches. • Truck Chassis • Thehookloader should be suitable tobemounted on3 AxleTruck Chassisof28T GVW,BS-VIof TATA/AshokLeyland /Eicher/Mahindraor equivalent. • TheChassisshallbe with DriverCabin fitted with PTO andHydraulicPump. • Welding • Structurewelding confirmtorelevant IS standards • Hook for lifting • The hook for liftingthe Compactor Unit would beintegraltothe structure. It shall be provided with the necessaryreinforcementto handle the design weightfor lifting with adequate factor of safety. The follow detailed specifications of the hook lift of a system with a capacity of 200 kN, Hook Height of 1570 mm and be mounted on a chassis height of 1050 mm. • The bottom frame of Hook Loader would be comprising two longitudinal main runners and cross reinforcement. To the rear of the system the pivot point of the tipping frame would be attached. The pivot point would be situated as low as possible into the bottom frame so that the tipping capacity of the cylinders shall be augmented. • The bottom frame should have several containers supports which would be divided over the full length and support the container’s lower main frame. As well at the front of the bottom frame high tensile steel slide supports should be placed to support the container over a big surface. • At the front of the frame the cylinder bridge construction should be located, and provide a strong and solid attachment for the main cylinders. The tipping frame automatically lock the bottom frame during the unloading procedure. • The tipping frame of Hook Loader have the provisions to enables the system to tip the containers. The tipping frame should rotate at the rear of the system’s bottom frame and have casted rollers on which the container would be supported. At the tipping frame a steel locking device shall be constructed in order to lock to the main off-loading frame. These two components would be locked together for tipping the container. • The off-loading frame of Hook Loader shall have the hook mast, which slides front and backwards. The off-loading frame would enable the system to roll off the container. The off-loading frame should rotate in the middle of the main frame at the front of the tipping frame. During the operation, the hook masts should be moved backwards and unlocks the off-loading frame from the tipping frame. After this the two double acting main cylinders shall rotate the off-loading frame and make enables the system to roll-off the container. • The hook mast of Hook Loader shall bemoved front – and backwards inside the off-loading frame. The hook mast shall have the provisions of unlocking the off-loading frame from the tipping frame, will be capable to enables the system to roll – off the container. System should have synthetic bearing for maintenance free bearing of the sliding. • The high strength cast hook mounted into the hook mast should be placed at a height of 1570 mm. which have hook eye of the container for the safetyduring tipping, on and off rolling. |
| 187 | Handling Capacity 20 M3 Mounted on 28 GVW Capacity 200 KN Hook Height 1570 MM Chassis Height 1050 MM Technical Specifications as per design X(mm) 1200 MM L (mm) 5300 MM O (mm) 250 MM K 550 K R (mm) 3045 MM T (mm) 130 MM Weight 1 (kg) 2550 Kg DS (mm) 1060 MM Min./max. container length (mm) 4100-6400 MM Loading (time)2 (s) 36 Unloading (time)2 (s) 46 Tipping (time) 2 (s) 41 H= hook height, CH= Chassis Height, DS= Lowest pick-up point (depending on hook and chassis height) |
| 188 | Supply of Roll-On Roll-Off Containers 20 Cu.MCapacity Roll-On Roll-Off Containerscompatible for Handling with aboveHook Loaders • Theclosed type Roll-On Roll-Of containersof20Cu.Mshould becompatible with Hook loaderandthestationarycompactorinstalled at transferstations. Thecontainer should have mechanicallocking arrangement tolockthem with thestationery compactorwhile loading therefuseandwould be provided witha discharge doorfordischargingthematerial atthedumpingground throughhydraulic tipping by theHookloader. • Technical Specifications : o Cylindrical Shell with Guillotine door. o Leachate collection Tray o Ratchet Mechanism for closing and opening of container Doors. o Drain Valves o Set of metallic Rollers. o Sub frame o Painting Description Units Amount Container effective capacity m3 20, Cylindrical Body Overall Dimension (Diameter x length) mm 2200 x 5991 Floor thickness mm 5 Side wall thickness mm 4 Weight Kg Approx. 3650 Pick-up systemHook Lift Cleaning tabsNA Drain tabs2 on side walls at rear Wastewater collection chamberInside bottom RollersTwo heavy duty rollers at rear SealingOmega profile between rear door and last end beam Tail DoorTop Hinged Heavy-Duty Tail door lockingRatchet Mechanism |
| 189 | S.I.T.C. ofWeighbridge Supply, erection and commissioning of pit mounted fully electronic weighbridge on civil foundation to be constructed at each transfer station as per specification to carry the entire load on weighbridge Specifications A. Capacity – 40 Metric Ton B. Devision – 5 KG C. Platform size – 7.0 MX3.0M D. Bottom Work : Civil Foundation as per specifications E. Load cell 6 nos. compression/shear load cell of 20T capacity each F. Mould- the complete weighbridge consists of single mould G. Joists- 5 nos. joists of 350X140mm size thickness of reputed company will be supplied with anti skid strip H. Transform- two no. of transforms suitable for carrying the required capacity I. Indicator- microprocessor based digitizer with the following features like zero tare etc. the auto calibration feature will calibrate the weighbridge at regular intervals. A standard Rs 232 serial interface provided for computer interface. J. Software : the software would be totally user friendly whether it is for an industrial use of for public weighbridge. The software so designed can be side the standard weighing K. Venous MIS Report |
| 190 | S.I.T.C. of DG Set S.I.T.C. of Silent Type 100 KVA DG set at Dhoran with latest required environment standards. Make : Kirloskar/Cummins/Mahindra/Catterpillar |
| 191 | S.I.T.C. of Vehicle washing assembly Cold Water high pressure, working pressure 110-139, Hose length -5 meter, pump (rpm)-2800 (for 110-160 bar), flow rate- 500-599 L/Hr. Single phase, made by mild steel as per IS: 2062 (Grade A), electric operated. |
| 192 | Supply of Air Compressor Type- reciprocating air compressor, electrical operated. Positive displacement with air receiver confirming to IS: 7938 (Storage Tank), duty cycle- continuous, No. of stages for compression- 2 No., rated discharge pressure (Kg/SqCM)- 11.0-11.9, layout of air receiver- horizontal with intercooler provision, min operating temp.- 5 deg. C, Max operation temp. – 50 deg. C |
| 193 | CIVIL WORKS 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. All kinds of soil. |
| 194 | Add extra for foundation/trenches/drains for every additional lift of 1.5 Mtr. or part thereof in Ordinary or hard rock. |
| 195 | Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth , consolidatingeach deposited layer by ramming and watering including lead upto 50Mtr. and lift upto 1.5Mtr. |
| 196 | Carriage of earth, moorum etc with lead up to 5 Km including loading unloading etc complete |
| 197 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos /Lindane E.C. 20% with 1% concentration |
| 198 | Supplying chemical emulsionin sealed containers including delivery as specified. Chlorpyriphos/Lindane emulsifiable concentrate of 20% |
| 199 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). |
| 200 | Providing 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 : 8 graded stone aggregate 40 mm nominal size). |
| 201 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 202 | 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 reinforcementwith 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III): 3 graded stone aggregate 20 mm nominal size). |
| 203 | Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III): 3 graded stone aggregate 20 mm nominal size). |
| 204 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. |
| 205 | Centering and shuttering including strutting, propping etc. and removal of form for : Suspended floors, roofs, landings, balconies and access platform |
| 206 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all completeThermo-Mechanically Treated bars of grade Fe-500D or more |
| 207 | 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)Cement mortar 1 : 6 (1 cement : 6 coarse sand) |
| 208 | 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) |
| 209 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement Mortar 1:6 ( 1-Cement : 6-Sand). |
| 210 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. |
| 211 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : : 20 mm thick |
| 212 | 6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams. |
| 213 | Finishing with neat cement (punning). |
| 214 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. |
| 215 | Washed stone grit plaster on exterior walls height upto 10 metre above ground level, in two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand ), furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per square metre, top layer 15 mm cement plaster 1:1/ 2:2 (1 cement: 1/2 coarse sand : 2 stone chipping 10 mm nominal size), in panels with groove all around as per approved pattern, including scrubbing and washing the top layer with brushes and water to expose the stone chippings ,complete as per specification and direction of Engineer-in-charge (payment for providing grooves shall be made separately). |
| 216 | Grading roof for water proofing treatment with water proffing compound Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 217 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-ChargePolished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. |
| 218 | Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc.b complete as per design approved by Engineer-in-Charge. Granite Stone Work Full Edge moulding |
| 219 | 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 |
| 220 | 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. |
| 221 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqmincluding grouting the joints with white cement and matching pigments etc.,complete. size 600 mm X 600 mm |
| 222 | 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer"s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 223 | Providing and fixing aluminum work for doors ,windows, ventilators and partition with extruded built up standard tubular / appropriate Z sections and other sections of approved make conforming to IS :733 and IS :1285, fixed with rawl plugs and screws or with fixing clips ,or with expansion hold fasteners including necessary filling up of gap. at junctions , at top ,bottom and sides with required PVC/neoprene felt etc. Aluminium section shall be smooth ,rust free, straight ,mitered and jointed mechanically wherever required including cleat angle Aluminium snap beading for glazing /paneling , C.P. brass/ stainless steel screws Al. Tower bolt & Al. handle & Al. Aldrop etc.,all complete as per architectural drawings and the directions of Engineer- in – charge .(Glazing and paneling to be paid for separately). For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) Polyester Powder coating aluminum ( minimum thickness of powder coating 50 micron) |
| 224 | Providing and fixing glazing in aluminium door, window ,ventilator shutters and partitions etc. with PVS / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge.(Cost of aluminium snap beading shall be paid in basic item.) With float glass panes of 5.0 mm thickness ( weight not less than 13.50 kg/sqm) |
| 225 | Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge. With brass cover plate minimum 1.25 mm thickness |
| 226 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade New work (two or more coats) over and including water thinnable priming coat with cement primer |
| 227 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer’s specification. Two or more coats on new work |
| 228 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 229 | Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.0.63 mm thick with zinc coating not less than 275 gm/ m² |
| 230 | Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete.0.63 mm thick with zinc coating not less than 275 gm/m² |
| 231 | Providing valleys of 90 cm wide overall in plain G.S. sheet fixed with polymer coated J, or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete : 1.60 mm thick with zinc coating not less than 350 gm/m² |
| 232 | Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessaryconnections with rain water pipes complete.0.63 mm thick with zinc coating not less than 275 gm/m² |
| 233 | 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 |
| 234 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates andsimilar works. |
| 235 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid |
| 236 | Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern |
| 237 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps |
| 238 | Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. |
| 239 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 240 | Providing and fixing 100 mm sand cast Iron grating for gully trap. |
| 241 | 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 |
| 242 | Providing and fixing PTMT grating of approved quality and colour. Circular type 125 mm nominal dia with 25 mm waste hole |
| 243 | 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 |
| 244 | Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms. |
| 245 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 15 mm nominal outer dia .Pipes. |
| 246 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 20 mm nominal outer dia .Pipes. |
| 247 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 15 mm nominal outer dia .Pipes. |
| 248 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 20 mm nominal outer dia .Pipes. |
| 249 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 25 mm nominal outer dia .Pipes. |
| 250 | Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : 15 mm nominal bore |
| 251 | Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore |
| 252 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:893115mm nominal bore |
| 253 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, 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 |
| 254 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 Fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 455x610 mm and 45 cm deep for single pipe line : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 255 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 Fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 256 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 257 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge. 200 Nominal bore of pipe (mm) |
| 258 | 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: 200mm dia |
| 259 | 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. 100 mm clamp |
| 260 | 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. Ordinary rock |
| 261 | Extra for excavating trenches for pipes, cables, etc. in ordinary/hard rock exceeding 1.5 m in depth but not exceeding 3 m. (Rate is over corresponding basic item for depth upto 1.5 metre) |
| 262 | Extra for excavating trenches for pipes, cables, etc. in ordinary/hard rock exceeding 3m in depth but not exceeding 4.5 m. (Rate is over correspondingbasic item for depth upto 1.5 metre) |
| 263 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). |
| 264 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 265 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. |
| 266 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all completeThermo-Mechanically Treated bars of grade Fe-500D or more |
| 267 | 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. Rocky strata including Boulders300 mm dia |
| 268 | 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. |
| 269 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge.200 Nominal bore of pipe (mm) |
| 270 | 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. 200mm dia |
| 271 | 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. 200 mm nominal size dia |
| 272 | 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 |
| 273 | 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. |
| 274 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineerin-charge. |
| 275 | 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 |
| 276 | Excavation in Cutting in Soil by manual means with lead upto 50 m 3-5-1 Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 |
| 277 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 15 Nominal mix 1:2.5:5 (Hand mixing) |
| 278 | Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 R.C.C grade M 20 |
| 279 | Providing and fixing wvc urinal partition 630x315 mm |
| 280 | Providing and fixing marble urinal partition slab makrana ii quality |
| 281 | Providing and fixing rigid PVC pipe class 2 4 kg per CM square of approved quality and make including joining the pipe with solvent cement rubber ring and lubricant 75mm dia |
| 282 | Providing and fixing rigid PVC pipe class 2 4 kg per CM square of approved quality and make including joining the pipe with solvent cement rubber ring and lubricant 110 mm dia |
| 283 | Providing and fixing rigid PVC pipe class 2 4 kg per CM square of approved quality and make including joining the pipe with solvent cement rubber ring and lubricant 160mm dia |
| 284 | providing and fixing and pesticides polyvinyl chloride UPVC SWR pipes type b for soil and waste discharge system 75 mm dia |
| 285 | providing and fixing and pesticides polyvinyl chloride UPVC SWR pipes type b for soil and waste discharge system 110 mm dia |
| 286 | providing and fixing and pesticides polyvinyl chloride UPVC SWR pipes type b for soil and waste discharge system COUPLER 75 mm dia |
| 287 | providing and fixing and pesticides polyvinyl chloride UPVC SWR pipes type b for soil and waste discharge system COUPLER 110 mm dia |
| 288 | providing and fixing and pesticides polyvinyl chloride UPVC SWR pipes type b for soil and waste discharge system SINGLE PUT FISH COUPLER 75 mm dia |
| 289 | providing and fixing and pesticides polyvinyl chloride UPVC SWR pipes type b for soil and waste discharge system SINGLE PUT FISH COUPLER 110 mm dia |
| 290 | providing and fixing and pesticides polyvinyl chloride UPVC SWR pipes type b for soil and waste discharge system SINGLE TEE WITH DOOR 75 mm dia |
| 291 | providing and fixing and pesticides polyvinyl chloride UPVC SWR pipes type b for soil and waste discharge system SINGLE TEE WITH DOOR 110mm dia |
| 292 | providing and fixing and pesticides polyvinyl chloride UPVC SWR pipes type b for soil and waste discharge system BEND 87.5 degree 75mm dia |
| 293 | providing and fixing and pesticides polyvinyl chloride UPVC SWR pipes type b for soil and waste discharge system BEND 87.5 degree 110mm dia |
| 294 | providing and fixing and pesticides polyvinyl chloride UPVC SWR pipes type b for soil and waste discharge system shoe plain 75 mm dia |
| 295 | providing and fixing and pesticides polyvinyl chloride UPVC SWR pipes type b for soil and waste discharge system shoe plain 110 mm dia |
| 296 | providing and fixing and pesticides polyvinyl chloride UPVC SWR pipes type b for soil and waste discharge system gully trap 110 mm dia |
| 297 | providing and fixing and pesticides polyvinyl chloride UPVC SWR pipes type b for soil and waste discharge system vent cowel 75 mm dia |
| 298 | Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for "AA" class loading as per IRC specifications including the effect of impact, EQ etc. complete on firm base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal sizes. The work includes required safety measures, construction of drain for diversion of flowing water, cost of design of RCC Precast Box and its proof checking from any Govt. college etc. complete in all respect as per specifications Size 0.60 M x 0.60 M |
| 299 | SITC of Radial / mixed flow ISI marked water and anti-corrosive liquid filled submersible motor pump setssuitable for 100/150mm dia borewell.The size of adopter fixed on top of the motor should exceed the top of coupler , for safegaurd the coupler. The construction material of motor and pump should match IS: 8034 : 2018 and IS: 9283 guideline. The radial flow pumpset should operate at 5 star energy efficiency level of BEE and mixed flow pump set should operate at 3 star energy level of BEE, accompained by valid BEE certificate. Motor should be IE2 class as per IEC 60034-2-1: 2007, IEC 60034-30: 2008,& IS12615:2011with required accessories including making connection suitable for Bore well. The job includes labour part of lowering ofriser pipe G.I./H.D.P.E. with rope, cables & pump, installation of complete fitting and accessories, jointing of electrical cables up to Starter. All labour for testing of submersible pumps set and supply of water to water mains, complete in all respect. OEM shall have submitNABL / CPRI / ERDA accrediatedlab type test certificate before execution. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure "A" attached with this BSR . 150 mm diameter Submersible pump shall havefollowing HP Rating, phase, Head range, Discharge range respectively. 7.5 HP, 3-Ø, (76 - 96)Mtr, (285-180) LPM |
| 300 | Electrical Parts Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. |
| 301 | Group A |
| 302 | Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, 2 way piano type switch, phenolic laminated sheet, suitable size MS box and earthing the pointwith 1.5 sq.mm FRLS PVC insulated copper conductor singlecore cable etc. as required. |
| 303 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel 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. |
| 304 | Group A |
| 305 | Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. |
| 306 | 20 mm |
| 307 | 25 mm |
| 308 | 32 mm |
| 309 | Supplying and fixing following piano type switch/ socket on the existing switch box/ cover including connections etc. as required. |
| 310 | 5/6 amps switch |
| 311 | 3 pin 5/6 A socket outlet |
| 312 | 6 pin 15/16 A socket outlet . |
| 313 | Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required. |
| 314 | 5/6 A switch |
| 315 | 2 way 5/6 A switch |
| 316 | Bell push |
| 317 | 6 pin 15/16 A socket outlet |
| 318 | Supplying and fixingtwo module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. |
| 319 | Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required.. |
| 320 | Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required. |
| 321 | 1 or 2 Module (75mmX75mm) |
| 322 | 3 Module (100mmX75mm) |
| 323 | 4 Module (125mmX75mm) |
| 324 | 6 Module (200mmX75mm) |
| 325 | 8 Module (125mmX125mm) |
| 326 | Supplying and fixing following Modular base & cover plate on existing modular metal boxes etc. as required. |
| 327 | 1/2 Module |
| 328 | 3 Module |
| 329 | 4 Module |
| 330 | 6 Module |
| 331 | 8 Module |
| 332 | Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. |
| 333 | 3 x 1.5 sq. mm |
| 334 | 3 x 2.5 sq.mm |
| 335 | 3 x 4 sq. mm. |
| 336 | 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. |
| 337 | Single pole MCB |
| 338 | Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess,complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) . |
| 339 | 6 way , Double door |
| 340 | Supplying and fixing DP sheet steel enclosure on surface/ recess along with 25/32 A 240 V "C" curve DP MCB complete with connections, testing and commissioning etc. as required.. |
| 341 | Providing and fixing following rating and breaking capacityandpole MCCB with thermomagnetic release and terminalspreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required. |
| 342 | 100 A, 16 KA,TPMCCB |
| 343 | 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. |
| 344 | Upto 35 sq. mm |
| 345 | Earthing with G.I. earth pipe 4.5 metre long, 40 mm diaincluding accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but without charcoal/ coke and salt ) as required. |
| 346 | Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of2.7 metre long etc. with charcoal/ coke and salt as required. |
| 347 | Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. |
| 348 | Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm) |
| 349 | Providing and fixing 25 mm X 5 mm copper strip in 40 mm dia G.I. pipe from earth electrode including connection with brass nut, bolt, spring, washer excavation and re-filling etc. as required. |
| 350 | Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I.pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. |
| 351 | 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 for230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. |
| 352 | 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. |
| 353 | Supplying and fixing call bell/ buzzer suitable for single phase, 230 V, complete as required |
| 354 | Installation, testing and commissioning of pre-wired, fluorescent fitting / compact fluorescent fitting of all types, complete with all accessories and tube/lamp etc., including supplying and fixing ball and socket arrangement, 2 Nos. down rods of 20 mm dia X 1.6 mm thick steel conduit upto 30 cm length, painting and wiring the down rods and connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required |
| 355 | Supplying and installing following size of perforated painted with powder coating M.S. cable trays with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required. |
| 356 | 100 mm width X 50 mm depth X 1.6 mm thickness |
| 357 | Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required.25 A |
| 358 | Supplying,installation,testing and commissioningofAstronomical time switchof following configuration to bemounted in feeder pillars / Lighting DBs forautomaticswitching On & OFF of street lights at sun set & sun rise or twilight(Auto ON, Auto OFF, Auto modes) with manual override facility with 12/24 hour display format with suitable battery andindication for relay status i/c programming at site complete as required. 2 output per phase and suitable for single phase supply |
| 359 | S& F of all in one solar LED street light fixture with Integrated high efficient Monocrystalline panel with Lithium (LiFePO4) Ferro Phosphate battery with BIS approved make .luminaire should be secondary optic lenses for better distribution with delivered efficacy of > 100 Lumen perwatt.Bidder shall have in house R&D Laboratory which is recognised by ministry of Science & Technology department, Govt. OfIndia/ NABL. Bidder shall have inhouse pole & luminaire manufacturing facility. Luminaire can be supplied with Hybrid switch along with indicator to understand the source of power( either from solar or AC supply).shall have certificate tested fromMNRE approved Lab. Guarantee for total system is two years .Note: All the above should be integrated and should be 1 system. make: Bajaj/ Philips / Crompton. Compact Solar LED Street Light - 20W(MONO) 18V/ 12.8V9Ah/12W |
| 360 | S I T C of 100 KVA star ratedAluminium wound distribution Transformeroffollowing rating 11/0.433KV Delta-Star Connected, Vector Group Dyn 11,ONAN Cooled & as per BEE star level- 2 & BIS approved as per IS 2026- 1977 & lossesas defined as per IS 1180 part I 2014. including standardaccessories like conservator, silica gel breather, radiator, fins, HT cable box & LT cable boxes, temperature rise in winding/oil 35-40 degree C, ISI marked drain valve, Dial type Temperature gauge, first filling of transformer oil as per IS :335-1953, Epoxy based paint,including carrying of pre-commission Testing & Charging of Transformer complete in all respect .NABL accredeated/ CPRI/ ERDA lab testing reports with OEM certificate must submitted to engineer in charge .Transformer must be tested from CTL test lab of discom (if reqd.) before charging of transformer & complete installaion must be certified from Electrical Inspectorate office as per Indian Electricity rule. |
| 361 | Supply & Fixing of ABC Type (MAP 50)type powder FireExtinguisher (Stored Pressure type) of 9 kg. capacity duly current and valid BIS certification conforming to IS: 15683:2006, with Dry chemical powder used as extinguishing agent should be Mono Ammonium Phosphate 50% concentration conforming to IS 14609:1999. OEM will produce supplier certificate complete with squeeze grip release valve, locking arrangement, pressure gauge and bracket includinginitial fill and wall suspension complete in all respect. Serial no. and date of manufacturing should be embossed or printedon the body of the fire extinguisher. The firm should submit the product certificate from an EN notified body & product performance test report from NABL accredited Lab as per IS 15683. . All as per pre approved by Engineer in charge. |
| 362 | Operation & maintenance of Mechanized Solid Waste Transfer Station of Kargi of Nagar Nigam Dehradun as per scope of work mentioned in relevant section of this bid document.. All as per pre approved by Engineer in charge. |
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