Engineering procurement construction testing commissioning trail run and operation and maintenance of various components of Multi Village Water Supply scheme for 15 Gram Panchayats of Jarol Kangoo area of Block Sundernagar District Mandi

Amount

Intake structures:- Designing, constructing, testing and commissioning of 200mm dia siphon intake structure to be erected from BSL Canal complete within all respect in all leads and lifts. (Refer Vol. II Technical specifications & Vol. III Tech. data sheet No. 1.1)

Designing, constructing, installation, testing and commissioning of water treatment plant in 2.24 MLD (with 16 hours working per day) 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 includes Raw Water Tank, Inlet Chamber, inlet channel, Parshall flumes, C/O pre-sedimentation tank , 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 accommodating alum store, chemical handling and feeding room with safety measure, back wash pump cum air compressors room, pannel room, water testing laboratory and attendant room. The cost shall include office furniture also, providing and fixing of lighting arangements 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 Site development i.e retaining wall/brest wall additing required to make platform for WTP. The components such as site development, C/O PCC/RCC retaining walls, breast walls upto battery limits of WTP, Dewatering, Approach road, interconnecting beatification including all allied works complete as directed by Engineer-in-charge. Battery limits shall be considered as 3.00m from the edge of the structure of 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 fucntional shall be included in the cost of work. Nothing extra shall be paid on this account.Site development i.e. retaining wall/breast wall additing required to make plateform for WTP. (Refer Vol. II Technical specifications & Vol. III Tech. data sheet No. 1.2)

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.II, Schedule A-1, Data Sheet No. 08 and 09) (260 sq.meter area ) (Refer Vol. II Technical specifications & Vol. III Tech. data sheet No. 1.3)

Providing and fixing barbed wire fencing to WTP, pump houses, residences and other civil structures1.00 mtr. High fencing over brick masonary wall 1.30m high ISA 50x50x5mm 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 to the entire satisfaction of Engineer-in-charge (i) Fencing work around WTP, pump houses, MBRs and SRs etc. (Refer Vol. II Technical specifications & Vol. III Tech. data sheet No. 1.6)

(ii) Design & construction of Type- IV residience . The type IV residence shall be aesthetically designed (to be approved by the competent authority). The work shall include all internal and external electrical wiring, water supply and sanitary fitting and other allied items. The clear height of wall shall be 3.00 mtrs. above upto slab level. The thickness of slab shall not be less than 100mm in all respect shall be included in plinth area rates. The outer doors & windows shall be in double shutters and aluminium grills for windows, internal wiring shall be in PVC conduit and providing & fixing 6 Nos. solarteck stand dush to dawn automatic operated with 74 watt panel, 74 Ah tubular battery with 1x11 watt LED with two days auonomy with 5 mtrs. pole complete in all respect in all leads and lifts. (Refer Vol. II Technical specifications & Vol. III Tech. data sheet No. 1.5)

(iii) Design & construction of Type-III residence . The type III residence shall be aesthetically designed (to be approved by the competent authority). The work shall include all internal and external electrical wiring, water supply and sanitary fitting and other allied items. The clear height of wall shall be 3.00 mtrs. above upto slab level. The thickness of slab shall not be less than 100mm in all respect shall be included in plinth area rates. The outer doors & windows shall be in double shutters and aluminium grills for windows, internal wiring shall be in PVC conduit complete in all respect in all leads and lifts. (Refer Vol. II Technical specifications & Vol. III Tech. data sheet No. 1.5)

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 each 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. (Refer Vol. II Technical specifications & Vol. III Tech. data sheet No. 2.0 & 4.0)

Providing and laying cement concrete 1:4:8(1Cement :4 sand:8 graded crushed stone aggregate 40mm nominal size) and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts. (Refer Vol. II Technical specifications & Vol. III Tech. data sheet No. 2.0)

Providing and laying cement concrete 1:2:4(1Cement :2 sand:4 graded crushed stone aggregate 20mm nominal size) and curing completre excluding the cost of form work and reinforcement for reinforced concrete work in all leads and lifts in :- Foundation and plinth. (Refer Vol. II Technical specifications & Vol. III Tech. data sheet No. 2.0)

Providing form work with steel plates 3.15mm thick welded with angles iron in frame 30x30x5mm so as to give a fair finish including certring shuttering strutting and propping etc. with wooden battens and ballies height of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for in-situ reinforced concrete & plain concrete work in all leads and lifts in:-Foundation ,footings bases of columns and the like mass concrete in all leads and lifts. (Refer Vol. II Technical specifications & Vol. III Tech. data sheet No. 2.0)

Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete upto floor two level in all leads and lifts. (Refer Vol. II Technical specifications & Vol. III Tech. data sheet No. 2.0)

Providing , laying, jointing and testing in trenches (to be levelled to grades) MSERW pipe plain ended of following diameter conforming to ISO-3183:2012 (latest with uptodate ammendments) having wall thickness as specified below, suitabale to withstanding hydraulic test pressure as per specified code in random length 5 to 7meters with providing and fixing flanges conforming to IS: 6392-1971( latest with uptodate ammendments) and welding of flanges as per IS: 816-1965 ( latest with uptodate ammendments) with electrode as per IS: 814-1967 (latest with uptodate ammendments) including required number and size of nuts and bolts as per IS: 1369-1967 ( latest with uptodate ammendments) and compressed asbestos fibre jointless gasket sheets not less than 3mm in thickness as per IS: 2712-1965 (latest with uptodate ammendments) . The welding of flanges to be done on both faces using minimum three layers (one inner side and two outer side) of welding so as to make the joints leakproof and to the entire satisfaction of Engineer-in-Charge. The laying of pipe shall conform to IS: 5822-1994 (latest with uptodate ammendments) and as per CPHEEO manual. The laying will include all operations such as cutting, welding and jointing including flushing cleaning and hydraulic testing and including manufacuring reducers/tapers, all short pieces, and bends with flange of appopriate table as per site requirement and made from parent tubes( to be measured and paid alongwith pipes). Bends shall be manufactured in such a way that not more than 11-1/4 degree deflection is caused by a single cut and internal dia is not reduced including hydraulic testing to the entire satisfaction of Engineer-in-charge in all leads and lifts. The pipe shall have Zinc coating as per IS: 4736 (latest with uptodate ammendments) . (Earth work in trenches to be measured and paid for separatey) (Refer Vol. II Technical specifications & Vol. III Tech. data sheet No. 2.0) (i) Kapahi phase 100mm dia MS pipe 4.40mm thickness F.T.28(Grade X-42)

Maloh phase: (i) 200mm dia MS pipe 6.40mm thickness F.T. 38 ( Grade X-60)

(ii) 200mm dia MS pipe 5.60mm thickness F.T.38(Grade X-60)

(iii) 200mm dia MS pipe 5.20mm thickness F.T. 34 (Grade X-60)

(iv) 200mm dia MS pipe 4.00mm thickness F.T. 28(Grade X-60)

Providing , laying,jointing ( by way of circumfrential butt welded joints in three layers by electrical arc welding ) and testing of MSERW pipe of following dia meters confirming to ISO 3183-2012, steel grade of 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).(i) Kapahi phase:- 100mm dia MS pipe 4.40mm thickness (Grade-X-42) (Refer Vol. II Technical specifications & Vol. III Tech. data sheet No. 2.0)

Maloh phase:- (i) 200mm dia MS pipe 6.40mm thickness ( Grade X-60)

(ii) 200mm dia MS pipe 5.60mm thickness(Grade X-60)

(iii) 200mm dia MS pipe 5.20mm thickness (Grade X-60)

(iv) 200mm dia MS pipe 4.00mm thickness (Grade X-60)

Providing , laying,jointing ( by way of circumfrential butt welded joints by electrical arc welding in three layes) and testing of GMS Heavy/Medium 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. II Technical specifications & Vol. III Tech. data sheet No. 2.0) (i) GI pipe 100mm dia (Medium class)

(ii) GI pipe 100mm dia (Heavy class)

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. II Technical specifications & Vol. III Tech. data sheet No. 2.0) (i) 50mm 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/heavy 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. II Technical specifications & Vol. III Tech. data sheet No. 2.0) (i) GI pipe 65mm dia (Medium grade)

(ii) 80mm dia (Medium Class) plain ended

(iii) GI pipe 150mm dia (Medium grade)

Providing, laying, jointing and testing in trenches centrifugally cast (spun) ductile iron pipes for water, gas and sewerage with socket and spigot ends conforming to IS: 8329-2000 and latest with upto date amendments in a length of 5.00 to 6.00 mtrs. Class K-7 for push on joint (rubber gasket D-Jointing) including short pieces, collars with cement mortar lining in side the pipes with out side zinc coating as per IS: 8329-2000 with in all leads and lifts complete and to the satisfaction of the Engineer-in-charge (earth work in trenches to be measured and paid for separately) (Refer Vol. II Technical specifications & Vol. III Tech. data sheet No. 4.0) (i) 80mm dia

(ii) 100mm dia

Providing Tyton (push on joints) to ductile iron pipes and fitting including testing of joints and cost of tyton rubber ring (SBR quality) conforming to IS: 12820-1989 latest with upto date amendments (Refer Vol. II Technical specifications & Vol. III Tech. data sheet No. 4.0) (i) 80mm dia

(ii) 100mm dia

Providing and fixing cast iron sluice valve of Kirloskar/Leader/Kartar/Pelican 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 nuts and nolts and gasket etc. in all leads and lifts complete in all respect to the entire satisfaction of the Engineer-in-charge. (Refer Vol. II Technical specifications & Vol. III Tech. data sheet No. 4.0) (i) 65mm nominal bore.

(ii) 80mm nominal bore

(iii) 100mm nominal bore

(iv) 125mm nominal bore

(v) 150mm nominal bore.

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 Tech. data sheet No. 3.0) (i) Kapahi Phase discharge 132 LPM with total head of 334.89 M =4 Nos.(2 working 2 standbye)

(ii) Maloh phase discharge 522.60 LPM with total head of 742.99 M=4 Nos. (2 working 2 standbye)

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 charge as per relevent data sheet and scope of work. (Refer Vol. II Technical specifications & Vol. III Tech. data sheet No. 1.4) (i) Main storage tank at Kapahi=55 KL

(ii) Main storage tank at Bagain=112 KL

Sector storage tank (i) 10 KL Sector Reservoir at pt.4=1,8=16 & 18=1 Total:-18 Nos.

(ii) 12 KL Sector Reservoir at point 5=3, & 15=2 Total=5 Nos.

(iii) 48 KL Sector Reservoir at point 5A= 3 Nos.

(iv) 24 KL Sector Reservoir at point 7=2 & 11=1 Total= 3 Nos.

(v) 17 KL Sector Reservoir at point 9=2, 19=4 and 6A=4 Total = 10 Nos.

(vi) 18 KL Sector Reservoir at point 10=1 No.

(vii)19 KL Sector Reservoir at point 12=1 No.

(viii) 20 KL Sector Reservoir at point 14= 2 Nos.

(ix) 26 KL Sector Reservoir at point 13 = 2 Nos.

(x) 59 KL Sector Reservoir at point 16 =3 Nos.

(xi)132 KL Sector Reservoir at point 17=2 Nos.

Providing and installation of gaseous chlorination Plant to treat 2.24 MLD ( considering 16 hours working) water (dose of alum and gaseous chlorine shall be adjusted in such a way so that ph value of teated water shall vary from 6.00 to 6.50). Gaseous chlorination plant shall consist of Gaseous type fully vaccum chlorination system chlorine gas injector, single phase monoblock pump of designed capacity, appropriate number of gas cylinders of 100 kg. capacity, ISI approved pipes and pipe fittings including safety kit complete in all respect in all leads and lifts. (Refer Vol. II Technical specifications & Vol. III Tech. data sheet No. 6.0)

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. II Technical specifications & Vol. III Tech. data sheet No. 4.0) (i) 32mm dia (Medium Class) S&S

(ii) 40mm dia (Medium Class) S&S

(iii) 50mm dia (Medium class) S&S

Providing, fixing and testing of copper Alloy Gate valve of following diameters conforming to IS: 778-2010 latest upto date ammendments in all leads and lifts complete in all respect to the entire satisfaction of the Engineer-in-charge. (Refer Vol. II Technical specifications & Vol. III Tech. data sheet No. 4.0) (i) 32mm nominal bore.

(ii) 40mm nominal bore

(iii) 50mm nominal bore

Operation and maintenance of scheme from source to Tail end 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 up to main storage/delivery tank, from source to WTP, Main sector storage tanks at different locations as per plan and repair and maintenance of main lines. Gravity Lines, and entire distribution system alongwith maintenance of automised system of scheme. Regular maintenance of all the facilities 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 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 kind 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 Tech. data sheet No. 8) Ist year

2nd year

3rd year

4th year

5th year

Unipro Techno Infrastructure Pvt Ltd

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