Establishment of EV charging station for commercial including Heavy Vehicles in Cluster Bus Depots at Narela for Electric buses

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.

A)Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

b) Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. All kind of Soil

Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. All kinds of soil

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.

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 (zone-III) : 8 graded stone aggregate 40 mm nominal size)

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing 1:1½:3 (1 cement : 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size derived from natural sources).).

Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. a)Concrete of M15 grade with minimum cement content of 240 kg /cum

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 de rived from natural sources).

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size derived from natural sources).

Centering and shuttering including strutting, propping etc. and removal of form for all heights :

Foundations, footings, bases of columns, etc. for mass concrete

Lintels, beams, plinth beams, girders, bressumers and cantilevers

Columns, Pillars, Piers, Abutments, Posts and Struts

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-500D or more.

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

"Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints ( 10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer

Add for using extra cement in the items of design mix over and above the specified cement content therein.

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)

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)

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.

Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes

Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.

Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto 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.

Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On concrete work

Providing and erecting 2.00 metre high temporary barricading at site as per drawing/ direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in- Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge. (Note :- One time payment shall be made for providing barricading from start of work till completion of work i/c shifting. The barricading provided shall remain to be the property of the contractor on completion of the work).

Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete asper direction of Engineer-in-Charge.

Disposal of 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.

Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. (The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account).The weight of aluminium extruded section shall be taken for purpose of payment.

Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including: a) Structural analysis & design and reparation of shop drawings for pressure equalisation or rain screen principle as required,proper drainage of water to make it watertight including checking of all the structural and functional design. (b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc. (c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item ncludes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the ssembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation.Base frame work for ACP cladding is payable under the relevant aluminium item.s The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places."

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

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

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. a)Bend 87.5°, 110 mm bend

Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality L D- 2.5 Square shape 450 mm internal dimensions

Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality EHD - 35 Circular shape 560 mm internal dimensions

Providing and fixing double scaffolding system (cup lock type) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. Note:- (1) The elevational area of the scaffolding shall be measured for payment purpose.(2) The payment will be made once only for execution of all items for such works.

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 work

Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On concrete work

Supply, Fabricating, Painting, transporting, Erecting and securing in position structural steel works for footover Bridge and Entry/Exit structure complete as per specifications and approved shop drawings, complete as per architectural drawing and direction of Engineer inCharge. Work Under this item generally cover all structural steel work in the building including but not being linited to columns, beams. rafters, purlins, Hot dipped chequered plates for floor, brackers ( steel Hollow tubular sections approved equivalent make confirming to IS 1151/4923 Grade Yst 310, IS: 3502 steel chequered plates and rolled section & plates confirming to IS: 2062 Grade Yst 250 etc. Work to include all intermeddiate stages of activites not defined here in but other wise implied for total completion of work. Cost to include but not to be limited to all materials including wastage. all consumable fasteners/nuts and bolts of all types for both temporay and permanent stages of work. alll temporary stage. labour temporary works including staging. scaffolding. tools plants and equipments. tRAFFIC mARSHAL DURING erection & casting and additional costs of all incidents and necessary testing of materialm workmanship etc including cost of painting as per specifications. The cost shall include fabricated, assemebled and supply bolts including all necessary expenses incured cost all washers, nut, hook nuts and pins that may be required for securing the structural member with the embedded bolts.

Supply and installation of Type 150F plain GP Pre-Coated False Ceiling Interlocking System. Specification- the panel shall be pre coated steel false ceiling system comprising of 200mm width X 17mm deep roll formed out of 0.5 mm thick polyster coated galvaized steel zinc coating 240 Mpa yield stress. the top coat of panel shall be 20 micron polyster coated finish and back coat of 5 micron alkyd primer. the panel shall be factory cut in required length. the panel shall be jointed with special GP splice in between two panel. Accessories-carrier, roll formed out of 0.5mm thick galvanised steel sheet with protrruding ears to hold tile in a module of 200mm, suspension angles made of 0.5mm thick galvinized steel, special hight adjustment L clit made out of Galvanized steel sheet. The eadge profile G.I. shall be matching with p

Providing and Fixing of MS Column, GI Downtake pipes, Angle supports,Gi purlin etc.

Designing providing, fabricating and erecting hot dipped galvanized "RAIN WATER GUTTER" using 3.15 mm thick mild sheets including aa accessories, connections, sleeves for connecting rain water pipes to gutter placed at roof along all valley and edges of building including site welding at all joints to make water tight including painting as per specification.

Granite work gang saw cut (polished and machine cut) of thickness 18 mm for wall lining (veneer work), backing filled with a grout of average 12 mm thick in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with an admixture of pigment to match the marble shade (To be secured to the backing by means of cramps, which shall be paid for separately).Granite of any color and shade Area of slab above 0.50 sqm

Cleaning and mopping of flooring before applying the paint including removing of mud mortar and all consumable items etc as per direction of Engineer-in-charge.

Providing and applying repairing material : Epoxy floor repairing material : Pro Episshield floor SL Screed

Add 10.21% cost index on DSR-2021 i.e item no-1 to 35

Add Design, Drawing and Consultancy Charges @4 %

Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required.

Providing and fixing H.T. danger notice plate of 250 mm X 200 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required.

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.

Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required.

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required.

Above 185 sq. mm and upto 400 sq. mm

Laying of one number additional PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size direct in ground in the same trench in one tier horizontal formation including excavation, sand cushioning, protective covering and refilling the trench etc. as required.

Above 185 sq. mm and upto 400 sq. mm

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 and refilling the trench etc. as required, but excluding sand cushioning and protective covering..

Above 95 sq. mm and upto 185 sq. mm

Above 185 sq. mm and upto 400 sq. mm

Laying of one number additional PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size direct in ground in the same trench in one tier horizontal formation including excavation and refilling the trench etc. as required, but excluding sand cushioning and protective covering.

Above 95 sq. mm and upto 185 sq. mm

Above 185 sq. mm and upto 400 sq. mm

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size in the existing RCC/ HUME/ METAL pipe as required.

Above 95 sq. mm and upto 185 sq. mm

Above 185 sq. mm and upto 400 sq. mm

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size in the existing masonry open duct as required.

Above 185 sq. mm and upto 400 sq. mm

Supplying and fixing cable route marker with 10 cm X 10 cm X 5 mm thick G.I. plate with inscription there on, bolted /welded to 35 mm X 35 mm X 6 mm angle iron, 60 cm long and fixing the same in ground as required.

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 11 kV grade of following size in the existing RCC/ HUME/ METAL pipe as required.

Upto 120 sq. mm

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.

3½ X 300 sq. mm (70 mm)

Supplying and making outdoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 kV grade as required.

Providing, laying and fixing following dia G.I. pipe (medium class) in ground complete with G.I. fittings including trenching (75 cm deep) and re-filling etc. as required

150 mm dia

Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. in the existing trench, complete as required.

160 mm dia (OD-160 mm & ID-135 mm nominal)

Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc..direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required.

160 mm dia (OD-160 mm & ID-135 mm nominal)

Supply of XLPE insulated PVC Sheathed Armoured LT Aluminium Conductor cable1.1KV Grade Conforming to IS-7098 of size 3.5x300 Sq. mm.

Supply of XLPE insulated PVC Sheathed Armoured HT Aluminium Conductor cable 11KV Grade Conforming to IS-7098 of size 3x120 Sq. mm.

SITC of Pure copper chemical earthing electrode work 3 mtr long, 50mm dia, internal pure copper strip 25mm*3mm top to bottom, pipe wall thickness 18swg, terminal size 32x6x100 mm with 2 bag chemical compound 25 kg each including HDPE round pit chamber cover 10" dia

Supplying, installation, testing and commissioning of fabricated control panel powder coated CRCA sheet 16swg, size: 900x600x300 mm, IP-54 protection along with 400 amp 4 pole 50 KA MCCB, 400 Amp shunt earth fault light triping system, link spreader for 400 Amp MCCB, rotary handle for 400 Amp 4 pole MCCB, multifunction digital energy meter with Copper CT 500/5 A, Aluminium Bus Bar RYBN 400 A, Phase indicator lamp 6 no's along with complete accessories for 240 KW EV chargers

Supply, Installation, Testing and Commissioning of 1600 KVA, 11KV/433 V, ONAN rating transformer package substation outdoor type (Reference standard IEC 62271-202) having IP-54 protection for MV and LV compartment and IP-23/IP-34 protection transformer compartment with 2mm thick painted GI enclosure material, naturally ventilated, K-10/20 temperature class, base 4mm thick hot dipped galvanized CRCA having Access for MV & LV Compartments with Double door arrangement & Padlocking arrangement. Access to Transformer compartment side covers is through MV/LV Compartment or through doors, Enclosure Paint shade- RAL 1001- Cream, Earth bus bar 50x6sqmm (GI), Type test report of compact sub-station along with Type Test as per IEC-62271-202 (1. Test of Internal Arc- 21ka/1sec, 2. Test of Ingress Protection of MV & LV Compartment- IP-54, 3. Test of Ingress protection of Transformer Compartment- IP-23/IP-34, 4. Test of Temperature rise- Oil Transformer-Oil/winding – 40/45 degree C, 5. Test of mechanical stress- After impact IK-10(Energy of 20 joules):IP-3X Left transformer, and IP4X for the parts LT & MT, The Doors remain functional after the impacts on the hinge plates on the handle and the sheets of preparing 6. Test of rated peak and the rated short time withstand current of the earthing conductor- 12.5kA for 1 sec - 31.5 kA peak- single phase) along with electrical inspector approval and 12 month warranty after the commissioning of project complete in all respect including equipment required for electrical inspector approval along with following specifications: A. HT Switchgear 3 way RMU 11 kV, 630A, 21 kA/3 sec B. Transformer 1600 KVA, 11/0.433 kV, Dyn11, 3 Phase,50hz, Mineral oil filled hermetically sealed transformer with copper winding, +10% to - 10%@2.5% with off Load tap changer having class-A insulation & temperature rise in oil/winding of 40/45 deg. C [Max.] along with standard fittings & accessories as per IS:1180. Losses shall be as per 1180 Energy Efficiency Level-2(2021) Amendment no.-4. Total losses at 50% Load : 3970 Watts (max.) Total losses at 100% Load : 11300 Watts (max.). Impedance: %Z – 6.25% (IS Tol.) (1 no). Oil/Winding temperature indicator with alarm & trip contacts (1 no). Conservator Tank & Buchholz relay (1 no) with Dehumidifier. C. LT Panel 433V LT Indoor panel with 2500 Amps Aluminium Bus bars (100% for Phase and 50% for Neutral), Fabrication using 1.5/2mm CRCA sheet steel, Ingress protection IP2X/4X, complete with internal wiring consisting of following: 2500A,4P, 433V,50 kA MDO type Microprocessor based release ACB with (O/L,S/C + E/F protection) (1 no), Resin Cast CT- 2500/5A,10VA, Accuracy CL-1.0 (3 nos) RYB, ON-OFF-TRIP Indication (1 no) Digital Multifunction meter with RS 485 Port CL-0.5 (1 no) for measurement of voltage, current, power factor, Energy consumption and harmonics. Outgoing 630A,4P,433V,50 kA Manually fixed type Microprocessor based release MCCB with (O/L,S/C + E/F protection) (5 nos), 100A,4P,433V,25 kA Manually fixed type Microprocessor based release MCCB with (O/L,S/C + E/F protection)-1 no., Digital Multifunction meter with RS 485 Port CL-0.5 with CT (6 nos), ON-OFF-TRIP Indication (6 no) APFC Panel 480 kVAr MPP Standard duty type @440 V (1 no) D. Outdoor Enclosure Outdoor type enclosure having construction of Galvanised Sheet Steel. The Enclosure shall have IP54 degree of protection for HT & LT switchgear compartment & IP34 degree of protection for Transformer compartment. The enclosure exterior shall be Powder coated (Color -RAL-1001- Cream). Each compartment will be provided with the door and pad locking arrangement. The Compartment illumination lamp with door operated switch shall be provided for MV & LV compartment (1 set). E. Interconnection & Earthing Interconnection Between HT switchgear & Transformer using 1Cx3Rx95Sq.mm XLPE Al Single core cable & Interconnection between Transformers to LT switchgear using Aluminium bus bars. Internal earthing connections including Transformer Neutral by using 50x6 mm GI Strips (1 set). F. warranty for 12 months after the commissioning of project

SITC work of suitable size nut bolts/fasteners for installation work of control panel and 240 KW EV chargers

(+) Add prevailling cost index @ 31.27% On DSR-2016 rate)

(-)@9.5% below on (DSR-2016 Rate + Add prevailling cost index @ 31.27%

Supply, installation, testing and commissioning of 240 kW EV DC Charger Vehicle Charger (suitable for Buses & truck) having minimum IK08 & IP 54 Protection suitable for three phase, 415V AC, 50Hz incoming supply and 2 no's of 120kW outgoing charger with Dynamic load balancing, interface CCS2 with 200-1000VDC supply, interlocking arrangement with minimum 5 meter charging cable Length, 10" LCD Touch Screen for human interface & LED Light for status indication and metering for measurement of consumed energy having metering accuracy +/-1%, One hour battery backup for communication, emergency push stop button. User interface by mobile application/QR Code/RFID Card/Password Login including providing of software and its maintenance for all type of payment options and having short circuit, over & under voltage, input phase reversal, surge protection, earth leakage protection and enclosure made of minimum 1.5mm duly RAL7035 coated with different colour and higher graded M.S material , with 1 year warranty, conforming to IS 17017.

Comprehensive maintenance of EV chargers for 2ndyear

Comprehensive maintenance of EV chargers for 3rdyear

Comprehensive maintenance of EV chargers for 4thyear

Comprehensive maintenance of EV chargers for 5thyear

Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.

Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit alongwith 2 Nos. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.

Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.

2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire

4 X 2.5 sq. mm + 2 X 2.5 sq. mm earth wire

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.

Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/ wooden block including connections etc. as required.

Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 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)

4 way (4 + 12), Double door

Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.

Single pole

Triple pole and neutral

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.

Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required.

Providing and fixing of lightning conductor finial, made of 25 mm dia 300 mm long, G.I. tube, having single prong at top, with 85 mm dia 6 mm thick G.I. base plate including holes etc. complete as required.

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.

Upto 35 sq. mm

Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size on wall surface as required.

Upto 35 sq. mm (clamped with 1mm thick saddle)

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.

4 X 25 sq. mm (28mm)

Supply of XLPE insulated PVC Sheathed Armoured Aluminium Conductor cable1.1KV Grade Conforming to IS-7098 of size 4x25 Sq. mm.

LED Flood Light, powder coated pressure die cast aluminum (System lumen efficacy 105 <120 lm/Watt) Supplying, installation, Testing & Commissioning of Flood Light, powder coated pressure die cast aluminum body with built in or separate driver as per the requirement with Driver efficiency >85%, Input voltage: Input voltage: 140-270 Volt AC, freq 50/60 hz, Operating temp range -15 deg to 50 deg centigrade, internal surge protection of 5 KV L,N,E as per IEC 61000-45, Driver efficiency >85%,THD <10% as per IEC 61000-3-2, P. F.≥0.95, IP66,IK-10, CRI >80, under Voltage and over voltage protection, EMIEMC as per CISPR -15,lenses for beam angle 30 deg-120deg as per the application and the project requirement deg., suitable tiltable fitting, life time (LED, Driver & electrical circuitary) of minimum 50000 Burning Hours with 70% of initial Lumen Maintained till life ends as per LM80 extrapolation IES TM-21-11 report, CCT 3000°K / 4000°K/ 5700°K/6000°K/6500°K (As per ANSI Bin), SDCM(Standard Deviation Color Matching) <5,Maximum Power consumption should not more than the specified rating and Fixture shall be of relevant BIS Standard complete in all respect i/c connections with 1.5 sq mm FRLS, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy 105 <120 lm/Watt output . LM79 & LM80 Test report from NABL lab for all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-inCharge as per requirement. (Thermal management: heat sink of aluminum housing such that LED junction temperature shall not rise above 90°C). 150 watt

(+) Add prevailling cost index @ 31.27% On DSR-2016 rate)

(-)@9.5% below on (DSR-2016 Rate+Add prevailling cost index @ 31.27%

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