Rejuvenation of LWSS Sunder Nagar Town TEhsil Sunder Nagar Distt mandi

Amount

Schedule A1- Civil Works : Providing, installation, testing and commissioning of water treatment plants in(4.35 MLD) the shape of Rapid sand filters including cost of construction of civil works, hoisting and errection of all steel works, providing and installation of all mechanical/Electrical equipments/accessories, laying of all interconnecting GI/MSERW pipes and scouring arrangements from all units with disposal of the same to the boundary of structures, all types of valves, fittings and all contingent works capable of taking input and giving output as laid down in chapter-I of CPHEEO manual under all climatic conditions specified therein. The treatment plant shall include but not limited to , Raw Water Tank, Inlet Chamber, inlet channel, Parshall flumes, C/O pre-sedimentation tank with Tube Settler, wash lime solution tanks, Alum solution tanks with Dozining arrangement, Flash mixer, Mechnical Clariflocculator, Rapid sand filters, pipe gallery, and clear water tank and plant building including (all furniture) accommodating alum store, chemical handling and feeding room with safety measure, back wash pump cum air compressors room, pannel room and attendant room. The cost shall include Site Developement i.e., Cutting, construction of retaining & breast walls up to battery limit.Battery Limit shall be considered as 3.00 m from the edge of the structure or the boundary of the land whichever is less.Providing and fixing of lighting arrangements complete in all respect. Providing and fixing all electrical/Mechanical equipments, proper walk way for Inspection/ operation of various units, Providing and setting up of all laboratory equipments etc as per CPHEEO manuals appendix 15.90 (category-II) of 1999 addition shall be provided . Sizes of various units shall be based on manual of water supply and treatment published by CPHEEO. The design of various units shall conform to relevant IS Codes and specifications. All the water retaining stuctuctures shall be designed and constructed in RCC as per latest IS Code.All ancilliary works and accessories required to make the system fully functional shall be included in the cost of work. Nothing extra shall be paid on this account..(Refer Vol-III, Schedule A-1, Data Sheet No. 2.0 & 4.0)

Designing, Constructing, Testing & Commissioning of Pump House & Chowkidar Room at following Locations including all allied Civil Works , Electrical works, Sanitay installations, Site development, cutting/excavation in all kinds of soils, C/o PCC/RCC Retaining walls, Breast walls, Toilets, Septic Tanks, internal and External LED Street lighting, External landscaping, Fire Fighting arrangement, Gantry Crane, dewatering etc complete as directed by engineer in charge The rates quoted by the contractor shall be for the complete work. All ancilliary works and accessories required to make the system fully functional shall be included in the cost of work. Nothing extra shall be paid on this account.(Refer Vol-III, Schedule A-1, Data Sheet No. 03) For Zone 1st & 2nd (Compined Pump House) at Nagoun (Sunder Nagar)

Designing, Constructing, Testing & Commissioning RCC Circular under ground/partial under ground storage reservoirs as per capacity given below at various stages/sites including excavation in all kinds and types of strata, soil strata including dewatering in M30 design mix in foundation, walls, bottom slab , roof slab/dome with smooth finishing in 1:3 inside the tank, all alied Civil Works, Site development, cutting/excavation in all kinds of soils, C/o PCC/RCC Retaining walls, Breast walls, Sanitary works i.e., refilling and disposing of surplus stuff with in all leads and lifts, labour and material charges. The job also includes providing lowering, laying, erecting, hoisting and jointing of pipe assembly for inlet, outlet, overflow and scour pipe with bye pass arrangement consisting of GI / MS pipes special and valves of required classes and dia and all other accessories required such as MS ladders inside and outside CI cowl type ventilator, SFRC manhole covers including frames and covers (medium duty) with proper locking arrangement water level, indicator, RCC frames for all valves ventilating shafts shall also be provided including all leads and lifts as per entire satisfaction of Engineer-in-Charge. The tanks shall be hydraulically tested for water tightness all works shall be conforming to relevant IS code. The cost of valves shall be included in the rates of tanks . Battery Limit shall be considered as 3.00 m from the edge of the structure or the boundary of the land whichever is less.The rates quoted by the contractor shall be for the complete work. All ancilliary works and accessories required to make the system fully functional shall be included in the cost of work. Nothing extra shall be paid on this account.The work shall include supplying of 5 sets of structural design and drawings etc complete as directed by engineer in chargeas per relevent data sheet and scope of work.(Refer Vol-III-Technical specifications Schedule-A1, Data Sheet No.5.1 to 5.9) C/O Main Storage Tank (MST-1) 215000 Litres capacity at Maloh Galoo

C/O Sump Well, Raw water tank of 170000 Litrs capacity at Dadhyal

Storage Tank of 14000 Litres Capacity at Point '4'

Storage Tank of 127000 Litres Capacity at Point '6'

Storage Tank of 43000 Litres Capacity at Point '7'

Storage Tank of 9000 Litres Capacity at Point '10'

Storage Tank of 18000 Litres Capacity at Point '11'

Storage Tank of 38000 Litres Capacity at Point '23'

Storage Tank of 22000 Litres Capacity at Point '17'

Designing, Constructing, Testing & Commissioning of aesthetically designed ( to be approved by the competent authority) RCC Framed 02 Nos. Staff Residences complete as directed by engineer in charge. The work shall include all allied Civil Works, Site development, cutting/excavation in all kinds of soils, C/o PCC/RCC Retaining walls, Breast walls, Toilets, Septic Tanks, dewatering, all internal and external electrical wiring, water supply and sanitary fittings, External LED Street lighting and other allied items. The clear height of walls shall be 3.00 mtrs. above floor level up to slab level . The thickness of slab shall not be less than 100 mm. in all respect shall be included in plinth area rates. The outer doors & Window shall be in double shutters and aluminium grills for windows. Internal wiring shall be in PVC conduits as per relevent data sheet and scope of work.The rates quoted by the contractor shall be for the complete work. All ancilliary works and accessories required to make the system fully functional shall be included in the cost of work. Nothing extra shall be paid on this account.The work shall include supplying of 5 sets of structural design and drawings etc complete as directed by Engineer in charge as per relevent data sheet and scope of work.(Refer Vol-III-Technical specifications, Schedule A1, Data Sheet No.5.10)

Providing & Supplying new Inspection vehicle Mahindera Scorpio S-11 to the entire satisfaction of Engineer-in-charge.

Providing & Supplying new Inspection vehicle Mahindera Bolero ZLX to the entire satisfaction of Engineer-in-Charge.

Construction of Barbed wire fencing to WTP,Pump Houses, Residences and other Civil Structures which includes1.00m high Barbed wire fencing over Brick masonry wall 1.30 m high, ISA 50X50X5 mm posts @ 1.50m c/c with 7 horizontal lines and two diagonals of Galvanised steel Barbed wire as per IS: 278:1962, Type-1, weighing 9.38 Kg/100 mtr minimum strained and fixed to posts with proper fixing arrangement. The ISA Posts shall be embedded in 450mm deep Cement Concrete 1:2:4 with proper fastening arrangement and shall be protected using suitable primer and anticorrosive paint in all lead and lifts to the entire satisfaction of Engineer-in-charge.(Refer Vol-III-Technical specifications , Data Sheet No.5.11)

Schedule A2- Rising Main :- Excavation in foundation, trenches ( for pipes & pits) upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, blasting soft/ hard rock or chieselling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, leveling of beds to correct grade i/c shoring /strutting , planking, timbering & dewatering wherever required, stacking the useable & unuseable material /soil separately & after laying jointing & testing of pipes, returning the useable soil in trenches in 15 cm layers including consolidating of such deposoited layer by ramming & watering & then disposing of all surplus excavated soil /unusable material as directed with in all leads & lifts including restoration unmetalled surfaces to its original condition & including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects with in all leads & lifts as per directions of Engineer-in-charge.

Providing and laying cement concrete 1:4:8 (1 cement:4sand:8 graded crushed stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all leads and lifts and to the enitre satisfaction of Engineer-in- charge.

Providing and laying cement concrete 1:2:4(1cement:2sand:4graded crushed stone aggregate 20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced work in:- Foundation and plinth.

Providing form work with steel plates 3.15mm thick welded with angle iron frame 30x30x5mm so as to give a fair finish including centring,shuttering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4mtr. and removal of the same for insitu -reinforced concrete and plain concrete work in : Foundation and footings

Providing tor steel reinforcement for reinforced cement concrete work including bending binding and placing in position complete including the cost of binding wire in all leads and lifts.

Providing , laying,jointing ( by way of circumfrential butt welded joints in three layers by electrical arc welding ) and testing of API pipe of following dia meters confirming to ISO 3183-2012, steel grade PSL-1,5Lof following class ERW (latest with upto date amendments) having wall thickness as specified below with bevelled ends and capable of withstanding required test pressure in a random length of 4 to 7 meters, including manufacturing reducers/ tapers , all short pieces, beds etc. as per site requirement made from parent tubes . The laying of pipe shall include all operation such as cutting, welding, jointing, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The pipes shall be factory galvanized (zinc coating both inside and outside) as per IS:4736-1986 (with upto date ammendments) with mass of zink coating not less than 400 Kg/m2. The welding electrodes shall be as per IS 814:2004 of Advani Oerlikon/ L&T or ISI marked make. Negative tolerance in thickness and mass/weight of pipes will not be accepted. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & direction of Engineer-in-charge with in all leads and lifts. (Earth work in trenches shall be measured and paid for separately). Booster stage:- 350 mm dia -MS -Pipe 4.80mm thickness-(Grade-A, L-210)

Zone No.1 :- 250 mm dia -MS-Pipe (Grade-X-42) 5.60 mm thickness

Zone No. 1: 250 mm dia -MS-Pipe (Grade-X-42) 4.80 mm thickness

Zone No. 1 : 250 mm dia -MS-Pipe (Grade-X-42) 4.00 mm thickness

Zone No. 2 : 200mm dia -MS -Pipe 4.80mm thickness-(Grade-A, L-210)

Zone No. 2 : 200mm dia -MS -Pipe 4.00mm thickness-(Grade-A, L-210)

Providing and fixing double flanged cast steel sluice valve of following dia class ASA -300 of Leader/Kirloskar/Kartar/Pelicon and other ISI marked make as per BIS 1868, ASA - 300 complete in all leads and lifts complete in all respects including required Nos of nuts and bolts and gasket sheet not less than 3 mm in thickness including carriage of material to the entire satisfection of the Engineer -in-charge. (For providing Scouring arrangement in Rising main) 250 mm nominal bore with FT-28.

200 mm nominal bore with FT-28.

Providing and fixing double flanged Cast Steel Swing check type Reflux valve of following dia class ASA -300 of Leader/Kirloskar/Kartar/Pelicon and other ISI marked make confirming to class 300 ASA (seat pressure 52 Kg/cm^2) as per relevant IS code complete in all leads and lifts complete in all respects including required Nos of nuts and bolts and gasket sheet not less than 3 mm in thickness including carriage of material to the entire satisfection of the Engineer -in-charge.(For providing Scouring arrangement in Rising main) 250 mm nominal bore with FT-28.

200 mm nominal bore with FT-28.

Schedule A3- Pumping Machinery and Electrical works: Supply Installation Testing & Commissioning of suitable Raw water submersible pumpset capable of handling 4000 PPM turbidity conforming to latest BIS code. The pump shall be fitted with single vane impeller of suitable alloy for handling raw water as per IS 5669-1970 having oil/grease packed bearings and stainless steel shaft, wound stator on motor side with shaft protection sleeves on pump side ensuring better life for shaft . The impeller of pump shall be directly mounted on extended submersible motor confirming to BIS 9238-1979 with up to date amendments,totally dust and weather proof with detach able pump casing for easy inspection with double mechanical seal, grease/ oil lubricated bearings and provided with stainless steel thrust bearing plate to withstand vertical loads with minimum wear and tear,It should be fitted with device to take up expanion of water on heating of motor & suitable for operation on 415 (+10% ) and ( -15% ) volts 3 Phase 50 C/S AC supply. The power of motor should be at least 10% in excess of maximum power required by the pump in complete operating range with mounting stand/ duck foot bend, steel guide wire with mounting hook, lowering chain and standard accessories as supplied by the manufacturers complete, suitable for fulfilling the following requirements:- including Pump sets (working + standby), necessary piping i.e., common header, Control panel with starter and protections; control valves alongwith electrical cable etc Complete job as per IPH specifications including all taxes, transportation, freight charges, inspection charges, loading, unloading, conveyance to Departmental stores/ site, stacking, etc. including specials and wastage etc.; complete as per Tender Specifications, technical data Sheets and instruction of Engineer in charge. (Refer Vol-II-Technical specifications & Vol-III, Data Sheet No, 3.1) 4 sets ( 2 to act as standby)of 2117 LPM each with 18.77 Mtr. head

Supply Installation Testing & Commissioning of horizontal spindle,horizontal/redial split casing/end suction(Back-pull out arrangements) single/double/multi stage star rated centrifugal pump or combination of pumps, of recommended make such as Mather and Platt/KSB/ Beacon Weir/Kirlosker/BE/Jyoti as per BIS 1520-1980 with upto date ammendments, read with IS:9137-1978 or latest edition suitable for lifting water having turbidity upto 4000 ppm for under mentioned characterestics with bronze,impellers/priming funnels,casing ring and shaft sleeves of bronze,shaft of steel grade 45C8/ EN8 with cast iron casing coupled directly through a flexible coupling on a common MS Base Plate to squirrel cage TEFC Energy efficient motors ( Conforming to energy efficiency code IE2 or higher ) of standard make such as Kirloskar /BHEL /CG POWER /Siemens /Jyoti /ABB /Marathon and suitable for operation on 415 (+6% ) and ( -10% ) volts, 50 cycles / second, 3 phase AC electric supply. The power of electric motor/motors should be at +10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-)15% of the duty poiint head. The motor/motors as per ISI:325:1978 with upto date ammendments read with IS 900:1972. It should include cost of bearing nuts , bolts and painting etc. and should meet the following requirements: including Pump sets (working + standby ), necessary piping for suction, delivery & common header, alongwith electrical control panel with soft starters; as per requirement of pumping machinery; Complete work inclusive of all taxes,transportation, freight charges, inspection charges, loading, unloading, conveyance to Departmental stores / site, stacking, etc. including specials and wastage etc. It shall include providing and fixing of C.I/C.S Sluice valves of approved make and appropriate class to resist the design pressure and complete as per Tender Specifications and instruction of Engineer in charge.(Refer Vol-II-Technical Specifications & Vol-III, Data Sheet No, 3.2 & 3.3) 4 sets (2 as standby) of 2117 LPM each with 42.80 m head

Supply Installation Testing & Commissioning of horizontal spindle,horizontal/redial split casing/end suction(Back-pull out arrangements) single/double/multi stage star rated centrifugal pump or combination of pumps, of recommended make such as Mather and Platt/KSB/ Beacon Weir/Kirlosker/BE/Jyoti as per BIS 1520-1980 with upto date ammendments, read with IS:9137-1978 or latest edition suitable for lifting clear water having turbidity upto 5 ppm for under mentioned characterestics with bronze,impellers/priming funnels,casing ring and shaft sleeves of bronze,shaft of steel grade 45C8/ EN8 with cast iron casing coupled directly through a flexible coupling on a common MS Base Plate to squirrel cage TEFC Energy efficient motors (Conforming to energy efficiency code IE2 or higher ) of standard make such as Kirloskar /BHEL /CG POWER /Siemens /Jyoti /ABB /Marathon and suitable for operation on 415 (+6% ) and ( -10% ) volts, 50 cycles / second, 3 phase AC electric supply. The power of electric motor/motors should be at +10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-)15% of the duty poiint head. The motor/motors as per ISI:325:1978 with upto date ammendments read with IS 900:1972. It should include cost of bearing nuts , bolts and painting etc. and should meet the following requirements: including Pump sets (working + standby ), necessary piping for suction, delivery & common header, alongwith electrical control panel with soft starters; as per requirement of pumping machinery; Complete work inclusive of all taxes,transportation, freight charges, inspection charges, loading, unloading, conveyance to Departmental stores / site, stacking, etc. including specials and wastage etc. It shall include providing and fixing of C.I/C.S Sluice valves of approved make and appropriate class to resist the design pressure and complete as per Tender Specifications and instruction of Engineer in charge.(Refer Vol-II-Technical Specifications & Vol-III, Data Sheet No, 3.2 & 3.3) Zone No. 1 : 4 sets (2 as standby) of 1353 LPM each with 334.84 m head

Zone No. 2 : 4 sets (2 as standby) of 630 LPM each with 157.46 m head

Providing, Erection, Testing and Commissioning of 630 KVA Distribution Transformer (Outdoor Type) including Steel Tubular poles, muffs with concrete lining, Bed, Switch unit, Fuse unit, Surge Arrestor, LT Distribution Panel Box, Stay arrangement of compatible grade/class including all allied/ancilliary items as per relevant IS code and norms established by the HPSEBL to make the Transformer fully functional in all lead and lifts to the entire satisfaction of Engineer-in-Charge.

Schedule A4- Gravity Main : Excavation in foundation, trenches ( for pipes & pits) upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, blasting soft/ hard rock or chieselling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, leveling of beds to correct grade i/c shoring /strutting , planking, timbering & dewatering wherever required, stacking the useable & unuseable material /soil separately & after laying jointing & testing of pipes, returning the useable soil in trenches in 15 cm layers including consolidating of such deposoited layer by ramming & watering & then disposing of all surplus excavated soil /unusable material as directed with in all leads & lifts including restoration unmetalled surfaces to its original condition & including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects with in all leads & lifts as per directions of engineer-in-charge.

Providing, laying and jointing, testing in trenches galvanised mild steel tubes screwed and socketed & joints, ISI marked, conformining to IS :1239 (latest with upto date ammendments) including tube fitting such as bends, tees, air valves, unions and collars etc. as per direction and to the entire satisfaction of the Engineer-in-charge (Earth work in trenches to be measured and paid for separately).(Refer Vol-III-Technical specifications, Schedule A-4, & Chapter-11 to 14, Data Sheet No, 09) 40 mm dia (Medium Class) S&S

50mm dia (Medium Class) S&S

65mm dia (Medium Class) S&S

Providing , laying,jointing ( by way of circumfrential butt welded joints by electrical arc welding in three layes) and testing of GMS Medium Class pipes of following dia meters confirming to BIS 1239 (Part-1), grade specified below (latest with upto date amendments) having wall thickness as specified below with bevelled ends and capable of withstanding required test pressure in a random length of 4 to 7 meters, including manufacturing reducers/ tapers , all short pieces, bends, Tee etc. as per site requirement made from parent tubes . The laying of pipe will include all operation such as cutting, welding, jointing, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The pipes shall be factory galvanized (zinc coating both inside and outside) as per relevant IS standards. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & direction of Engineer in charge with in all leads and lifts. (Earth work in trenches will be measured and paid for separately)(Refer Vol-III-Technical specifications, Schedule A-4, & Chapter-11 to 15, Data Sheet No, 09) 80 mm

Providing and Fixing Cast Iron Sluice Valve of Kirloskar / Leader / Kartar/Pelicon or other approved make of class PN 1.6 conforming to IS - 780/14846, including the cost of Providing & Fixing companion flanges of following class conforming to IS-6392, with nut & bolts and gasket etc. in all leads and lifts complete in all respects to the entire satisfaction of the Engineer - in - Charge. 65mm Nominal Bore

80mm Nominal Bore

100mm Nominal Bore

125mm Nominal Bore

150mm Nominal Bore

Providing,Fixing & Testing of Copper alloy Gate valve of following diameters conforming to IS - 778:2010 latest up to date ammendments in all leads and lifts complete in all respects to the entire satisfaction of the Engineer - in - Charge. 40mm Nominal Bore

50mm Nominal Bore

Schedule A5- Automation: Providing and installation of 11 Nos. flow measurement devices to be installed at discharge point of the WTP,Collection Tank, MBR and service storage tanks with appropriate sensors along-with the provision with the required data transmission system to central station at WTP site, for analysis with appropriate power backup system. Turbidity sensors shall be provided at WTP with required data transmission system in all lead & lifts and to the entire satisfaction of Engineer-in-charge.(Refer Vol-III-Technical specifications & Schedule A-5, Data Sheet No,10)

Schedule A6- Disinfection System : Supply, delivery, erection and commissioning of vaccum operated, pressure feed chlorination system capable to treat below mentioned quantities of water i/c control panel, Chlorinator, interconnecting pipe line, field test kit, Monoblock pump, Chlorine leak detector, On-line chlorine analyser, Gas cylinder, gas tonner etc complete at WTP Site. Provision for online Quality Monitoring at storage reservoirs shall be provided. Plant room for installation of above equipments shall also be constructed at the site complete in all respect.The rates quoted by the contractor shall be for the complete work. All ancilliary works and accessories required to make the system fully functional shall be included in the cost of work. Nothing extra shall be paid on this account. (Refer Vol-III-Technical Specifications & Schedule A-6, Data Sheet No.11) 3.07 MLD water for Zone-1, Near MST-1 at Maloh Galu

1.28 MLD water for Zone-2, Near Existing MST-2 at Trayambli Dhar

Schedule B1- Operation and Maintenance: Operation and maintenancce of scheme from source to all sector storage tanks (Proposed as well as existing sector storage tanks) of the scheme in proper working condition. O & M includes the regular i.e., daily supply of designed/required quantity of potable water having water quality as per of water supply standard/protocol to the beneficiaries of the scheme from source to WTP and up to main storage tanks & delivery tanks at different locations as per plan and repair and maintenance of Rising mains, Gravity mains. Regular maintenance of all the facilities covered under the instant scheme including cleaning, washing, oil and greasing repair, replacement of worn out/damaged part of pumping machinery. pipe line, valves and electrical, Mechanical requirements, regular cleaning of all structures like storage tanks, sumpwells, intakes, channels, collection/distribution channels/pump house etc. and the disposal of the same as per the direction of the Engineer-in-charge. It includes fixing /repairing/leakage in structure, channel, pipe line, pumping machinery etc. & proper distribution of treated water and regular testing of water samples from departmental laboratory and required stages of treatment. Keeping regular and proper record of water quantity and quality, repair and maintenance work, chemical dosing and time and hours of run of pumping machinery, removal of all akind of slips, slush, uprooting of unwanted grass, shrubs, weeds etc growing near the structure and keeping the area neat and clean to the entire satisfaction of Engineer-in-charge. Planting and maintaining plants of the flowers/trees around the Pump Houses/ WTP/Storage tanks/Sump wells etc. to the entire satisfaction of Engineer-in-charge. It includes the cost of procurement of adequate and proper tools and plants, skilled & unskilled manpower, spare-parts, oil, grease, lubricants, chemicals and all kinds of regents required for water sample testing, refilling of gaseous cylinders including mechanical and head load carriage etc. and making standby arrangement all times, instruments, equipments, stationary and any other material etc. required for O& M excluding the cost of energy charges. All the operations shall be carried out as per the CPHEEO Manual of the water supply and treatment( with latest addition(, HPPWD/HPIPH specifications, HPIPH Department norms and directions issued by the Engineer-in-Charge from time to time and sound Engineering practices.(Refer Vol-II-Technical specifications & Vol-III, Data Sheet No,-8) For 1st year (after the completion of Defect/liability & Trial run period of one year)

For 2nd year

For 3rd year

For 4th year

For 5th year

HARJEET SINGH