Public Works Department-PWD has published Tender For 1) Annual Repair And Maintenance Of Various Electrical Installations And Mechanical Equipments At Aamc Under Nwed Sd-I, Delhi, Fire Stations Under Ae(E)-I, Nwed And District Court Rohini. Delhi (Sh Providing Services Of Inspection Vehicle For . Submission Date for this Tender is 21-02-2023. Electromechanical Machinery Tenders in rohini Delhi. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | PART-A (CIVIL WORK ) Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge: All kinds of soil |
| 2 | 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-in-charge. All kinds of soil |
| 3 | 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 |
| 4 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 5 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil |
| 6 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size). |
| 8 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 12.5mm nominal size) |
| 9 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. |
| 10 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. |
| 11 | Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge.” Note : Excess/less cement used than specified in this item is payable/ recoverable separately. All works upto plinth level : M-10 grade plain cement concrete (cement content considered @ 220 kg/cum) |
| 12 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for all heights: Foundations, footings, bases of columns, etc. for mass concrete |
| 14 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 15 | Suspended floors, roofs, landings, balconies and access platform |
| 16 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 17 | Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 18 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500 D or more |
| 19 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500 D or more |
| 20 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete,improve workability without impairing strength and durability as per direction of the Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately). All works upto plinth level. |
| 21 | Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable /recoverable separately. Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum). |
| 22 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand |
| 23 | 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) |
| 24 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding |
| 25 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angles 40x40x6 mm for diagonal braces |
| 26 | Fixing standard steel glazed doors, windows and ventilators in walls, including fixing of float glass panes with glazing clips and special metalsash putty of approved make, or metal beading with screws, (only steel windows, glass panes cut to size and glazing clips or metal beading with screws, shall be supplied by department free of cost. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 27 | Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). |
| 28 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate |
| 29 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick |
| 30 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado, wall and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete |
| 31 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter |
| 32 | Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion Bend 87.5° 110 mm bend |
| 33 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) |
| 34 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand) |
| 35 | 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) |
| 36 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work |
| 37 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 38 | Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. Two coats |
| 39 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre. |
| 40 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 41 | Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) |
| 42 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- charge. |
| 43 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar |
| 44 | Disposal of surplus excavated earth / building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 45 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture"s permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. |
| 46 | Providing and laying integral cement based treatment for water proofing on horizontal surface at all depth below ground level for under ground structures as directed by Engineer-in-Charge and consisting of : (i) Ist layer of 22 mm to 25 mm thick approved and specified rough stone slab over a 25 mm thick base of cement mortar 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound conforming to IS:2645 in the recommended proportion over the leveling course (leveling course to be paid separately). Joints sealed and grouted with cement slurry mixed with water proofing compound. (ii) 2nd layer of 25 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) mixed with water proofing compound in recommended proportions. (iii) Finishing top with stone aggregate of 10 mm to 12 mm nominal size spreading @ 8 cudm/sqm thoroughly embedded in the 2nd layer. Using rough kota stone |
| 47 | Providing and laying integral cement based treatment for water proofing on the vertical surface by fixing specified stone slab 22 mm to 25 mm thick with cement slurry mixed with water proofing compound conforming to IS:2645 in recommended proportions with a gap of 20 mm (minimum) between stone slabs and the receiving surfaces and filling the gaps with neat cement slurry mixed with water proofing compound and finishing the exterior of stone slab with cement mortar 1:3 (1 cement : 3 coarse sand) 20 mm thick with neat cement punning mixed with water proofing compound in recommended proportion complete at all levels and as directed by Engineer-in-charge : Using rough Kota Stone |
| 48 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer-in-Charge : With average thickness of 120 mm and minimum thickness at khurra as 65 mm. |
| 49 | Add : 13.33 % Cost index on DSR 2016 items |
| 50 | Less : 9.5 % as per GNCTD Circular |
| 51 | PART-B (ELECTRICAL WORKS) SH - I (SITC of 0.75 STP) Raw Feed Pump Supplying, Installation, testing and commissioning of Cast Iron Raw feed pump having capacity of 75 m3/hr at 15 mtr head (1W+1S) near equalization chamber using semi-automatic control with inclusions in electrical panel, impeller for open type slurry operation, individual operation with on/off trip indication via volt/ampere/energy meter, contractor with MCB for the purpose to transfer the drain water collected in equalization tank into aeration tank using pump, as per the direction of Engineer-in-charge. |
| 52 | OSE II Dosing Assembly + Accessories Providing and installing, testing and commissioning of Oil Spill Eater II dosing assembly above the drain to dose-controlled amount of OSE II in Equalization tank at the inlet using semi-automatic metered controls with inclusions in electrical panel having capacity of 0-20 LPH, as per the direction of Engineer-in- charge. |
| 53 | Coagulant Dosing Assembly + Accessories Providing and installing, testing and commissioning of Coagulant dosing assembly above the drain to dose-controlled amount of food grade coagulant in settling zone using semi- utomatic metered controls with inclusions in electrical panel having capacity of 0-20 LPH, as per the direction of Engineer-in-charge. |
| 54 | Air Compressor System Providing and installing, testing and commissioning of CI Air Compressor System at Aeration Chamber having capacity of 500 M3/hr (1W + 1S) to provide compressed air into the Aeration Tank distributing submerged air grid for underwater oxygen transfer, as per the direction of Engineer-in-charge. a) Blower Compressor |
| 55 | b) Motors for Air Compressor Providing and installing, testing and commissioning of Cast Iron Motors for Air Compressor having speed of 1440 RPM using semi- automatic control with inclusions in electrical panel, individual operation with on/off trip indication via volt/ampere/energy meter, contractor with MCB utilizing power as per manufacturing design at Air Compressor, as per the direction of Engineer-in-charge. |
| 56 | c) Air Distribution System Providing and installation, testing and commissioning of MS-EP Air Distribution System of capacity |
| 57 | Slurry Transfer Pump with Dewatering Unit: Providing and fixing, testing and commissioning of Cast Iron Slurry Transfer Pump having capacity of 15 m3/hr (1W + 1S) using semi-automatic control with inclusions in electrical panel, impeller for open type slurry operation, feeding to the Sludge Beds for Dewatering individual operation with on/off trip indication via volt/ampere/energy meter at Variable, bottom of Settling Tank, for the purpose to remove settled sand or silt from tank bottoms using pump as per the direction of Engineer-in-charge, Sludge Handling Equipment MS-Ep Sludge bag stand with PP Cloth Sludge Bags for dewatering of any residual inorganic Sludge with Coagulant inline dosing. a) Sludge Pump b) Motors & Accessories c) Sludge Dewatering Unit c) Control Unit. |
| 58 | Filter Feed Pump: Providing and fixing, testing and commissioning of Cast Iron Filter Feed pump having capacity of 50 m3/hr (1W+1S) using semi-automatic control with inclusions in electrical panel, impeller for open type slurry operation, individual operation with on/off trip indication and MCB via volt/ampere/energy meter to be located in Filter Feed Chamber for the purpose to Feed Water Through the Filters at Pressure using pump as per the direction of Engineer-in-charge. |
| 59 | Pressure Sand Filter : Providing and fixing, testing and commissioning of Pressure Sand Filter having capacity of 50 m3/hr near Filter Feed Tank made of MS sheet having shell and dish thickness of 8mm and 10mm respectively, Opening, handhole at bottom and manhole at top, with Quartz and Fine Sand Filter media of various grades to be filled in layer as per design requirement for removing solid particles from the water being filtered. TheMS sheets used for shell and dish shall have nano-Engineered coating as per design approved to enhance durability. The system should have proper backwash and cleaning of filter media as and when reqd, all completeas per the directions of Engineer-in-charge. |
| 60 | Multimedia Filter : Providing and fixing, testing and commissioning of Multi Media Filter having capacity of 50 m3/hr near Filter Feed Tank, having shell and dish thickness of 8mm and 10mm respectively, Opening handhole at bottom and manhole at top, Quartz and Fine Sand media and specialized multi media (Pebbles, bentonite clay media, MnO2 media, Glass bead abrasive media depending of inlet parameter and pollutant in waste water) to be filled in layer of various grades as per design requirement for removing solid particles from the water being filtered. TheMS sheets used for shell and dish shall have nano-Engineered coating as per design approved to enhance durability. The system should have proper backwash and cleaning of filter media as and when reqd all completeas per the directions of Engineer-in-charge. |
| 61 | Activated Carbon Filter : Providing and fixing, testing and commissioning of Activated Carbon Filter having capacity of 50 m3/hr near Filter Feed Tank having shell and dish thickness of 8mm and 10mm respectively, Opening handhole at bottom and manhole at top, Quartz and Fine Sand media of various grades alongwith activated carbon media of Iodine value 900+ to be filled in layers. TheMS sheets used for shell and dish shall have nano-Engineered coating as per design approved to enhance durability for removing pollutants from the water being filtered via adsorption processes. The system should have proper backwash and cleaning of filter media as and when reqd completeas per the directions of Engineer-in-charge. |
| 62 | Back Wash Pumps: Providing and installing, testing and commissioning of Cast Iron Back Wash pump having capacity of 50 m3/hr using semi-automatic control with inclusions in electrical panel, impeller for open type slurry operation, individual operation with on/off trip indication and MCB via volt/ampere/energy meter to be located at River of Treated Water Chamber as per the requirement of Site for the purpose to remove particles stuck in filter by backwashing using pump as per the direction of Engineer-in-charge. 12.5-20 HP depending on Make |
| 63 | Lifting Type Bar Screen Supply & Installation of Bar screen according to tank size with lifting arrangement of MSEP with 10-12mm screen inclined at the angle of 45 degree for the purpose of removing floating items like plastic etc in water to avoid the same from clogging downstream system as per the direction of Engineer-in-Charge. |
| 64 | Hydro Pneumatic High-Pressure Filter: Supplying and installation, testing and commissioning of Hydro Pneumatic High-Pressure Filter (Fibre reinforced plastic or PVC) having capacity of 125 m3/hr and size of 1 micron to be fixed after sand, multi media and carbon filter for the purpose to remove find sand or silt or other pollutants particles suspended in water MOC MSEP with specialized coating. |
| 65 | Electronic Flow Meter: Providing and fixing electronic flow meter having measuring capacity 0-300 m3/hr complete with all accessories,piping etc testing and commissioning as reqd. |
| 66 | INSTRUMENTATION SYSTEMS Electrical Panel: Providing and fixing Electrical Control panel with semi-automatic & manual mode, made of MS sheet having thickness not less than 2mm thick duly painted and powder coated complete with provision for starter of above said pumps and system i/c RYB indication LED Lamp for incoming supply, individual ON/OFF/TRIP indication LED Lamp for each starter, Push button for manual operation,suitable capacity Contactor & MCB (MCB shall have 10KA, C series capacity) etc for incomming and outgoing with Digital Multifuntion meter with CT (for measuring voltage/Current/Energy), float switch based control logic unit for auto sensing operation complete with BOD & COD Display Unit, internal wiring, cabling from motor to starter with 4Core 2.5sqmm copper round cable, testing and commisioning as reqd. |
| 67 | PIPING : Supplying & fixing of following size MS"C" class pipei/c cutting of thread, jointing with sockets and flange i/c testing commissioning etc as reqd. Conditions & as per the direction of Engineer-in-charge. 100 mm MS pipe C Class |
| 68 | 150 mm MS pipe C Class |
| 69 | 200 mm MS pipe C Class (8.00 mm ) |
| 70 | SH-II (E&M Work of Pump Room) 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. a) Group C |
| 71 | Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire |
| 72 | 2 X 4 sq. mm + 1 X 4 sq. mm earth wire |
| 73 | 4 X 10 sq. mm + 2 X 6 sq. mm earth wire |
| 74 | Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required. |
| 75 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. |
| 76 | Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 A & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required. |
| 77 | Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required. |
| 78 | Supplying, Installation, testing and commissioning of pre-wired, Aluminium extruded LED wall mounted luminaire having 100 luminaire per watt, CCT 5700K to 6500K, power factor >0.90 ,CRI > 70% (including dismantling the old fitting if any wherever required ) complete with all accessories etc. directly on ceiling / wall including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. a) 1x36 to 40 Watts Box type LED tube light fitting having extruded AL. Heat sink with driver and box type fitting. |
| 79 | Supplying, installation, testing & commissioning of following lumen High performance aluminium die-cast housing body, IP66 LED flood light fitting with toughened glass lens,10KV SPD, potted driver, having CCT 5500K to 6000K and efficacy greater than 120 lumens complete with all accessories etc. directly on wall with the help of reqd T&P including connections with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required. Not less than 9600 Lumen |
| 80 | 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 (CMM/W) minimum 6.85, Air delivery minimum 215 CMM, 350 RPM (tolerance as per IS : 374- 2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required. |
| 81 | Supplying and Installation of single phase heavy duty exhaust fan along with aluminium louvers of 300 mm sweep 900 rpm in the existing opening, making good the damage, connection testing commissioning etc as reqd. |
| 82 | SITC of pole / wall mounted box (300x200x105) mm size made out of (SMC) sheet moulding compound dust & weather proof with front openable hinged type cover with locking arrangement i/c providing & fixing of following accessories on existing pole / wall with suitable arrangement as required. a) 32 Amp 5 Way connector with backelite base. b) 6 Amp SP MCB "C" Curve (10 KA) - 1 No. c) Earth Studs - 2 Sets. d) 40 x 5 mm clamp with 2 Nos. 3/8" Nut & Bolts - 1 Set e) Push & Clip handle to close/open - 1 No. |
| 83 | Fabrication, Supplying and installation of IP 54 outdoor cubical type wall/floor mounted panel board of suitable size made out of M.S. Sheet 2mm. Thick (14 SWG) duly compartmentalised having 4 strip Al. busbar of 300amp capacity double door with locking arrangement for protection from rain, dust, cable alley, 3 mm thick gland plate and having following accessories mounted inside the cubical panel i/c connection, inter connection with aluminium thimbles, earthing with two nos. earth studs duly painted with one coat of red oxide & two coats of superior quality enamel paint complete etc. as reqd.The panel should have 02 Nos central lock on front door. Areas shall be calculated length & breathe of front of panel only. [Note: All MCCB should have Ics=100% Icu,Before fabrication Drawing should be got approved by the Engineer-in-Charge of this work.] |
| 84 | Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A, tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer) as required. (Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.) 4 way (4 + 12), Double door |
| 85 | Supplying and fixing Cable End Box (Loose wire box) suitable for triple pole and neutral, sheet steel, Vertical MCB distribution board, 415 V, on surface/ recess, complete with testing and commissioning etc. as required. |
| 86 | Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole |
| 87 | Supplying and fixing following rating 240/415 volts, “C” curve, 10KA miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. 40 Amp TP |
| 88 | 100 Amp FP |
| 89 | Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required. 100 A, 16 kA,TPMCCB |
| 90 | 150 A, 16 kA,TPMCCB |
| 91 | 200 A, 36kA, FPMCCB |
| 92 | Supplying & Laying and fixing on Surface / Recess of following sizes PVC insulated PVC Sheathed / XLPE Al. conductor Armoured Cable of 1.1 KV grade conforming to IS 7098 (Part 1) 1988 in their respective manner etc as reqd. 3½ x 50 Sq. mm |
| 93 | 3 x 10 Sq. mm |
| 94 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 kV grade as required. 3 X 10 sq. mm (22mm) |
| 95 | 3½ X 50 sq. mm (35 mm) |
| 96 | Earthing with G.I. earth pipe 4.5 meter long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. |
| 97 | 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. |
| 98 | Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. |
| 99 | Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing as required. |
| 100 | SITC of non-clog submersible sewage motor pump set of minimum 20 HP for handling muddy water containing sand & silt etc up to 10% of solid content alongwith capable to discharged/handle the solid material/ gravels upto 45 mm to be used for liquid containing coarse solid sanctioned sewage. The pump shall have approximate discharge cross section of 6" of 4800-400 LPM at a head range of 6-20 mtrs Head. The pump shall be suitable for operation on three phase 415V AC supply having nominal speed of 1450 RPM with semi open CI impeller, SS shaft, CI casing and body, delivery size 150 mm dia. TC/TC Mech. Seal, Dry type motor, The pump set shall be supplied with 10 mtrs cable and rope wire along with suitable stand including connection testing etc. as required |
| 101 | Supplying and installation of 30 HP fully automatic star delta starter submersible pump controllar in sheet steel enclosure suitable for operation on 415 +/- 10% volts 3 Phase 50 +/- 5% HZ AC supply, overload relay, relay rating from 30 to 50 Amp, single phase preventor, Ampere meter, Voltmeter i/c connections withcopper conductor cable glands/lugs etc, testing and commissioningas required. |
| 102 | Supplying and fixing flat submersible copper conductor cable3 x 10 sq.mm i/c complete connection etc, as reqd. i/c dismentling the existing copper wire etc. |
| 103 | Supplying and fixing following sizes of PVC insulated copper conductor multicore cable direct on wall i/c providing suitable copper lugs connections etc. as reqd. 4 core 10 sq.mm |
| 104 | Supplying & fixing of following sizes PPR flexible water supply pipe for suction and delivery lines i/c nipples, clamp of the existing sewage diesel pumps etc. as required a) 100 mm dia |
| 105 | Supplying & fixing of following size medium duty "B" class GI pipe i/c cutting of thread, jointing with sockets and flange i/c testing commissioning etc as reqd. 150 mm dia |
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