Providing LIS Seri Charund in G.P. Baloh in Tehsil and Distt Shimla HP

Amount

CIVIL WORK:

Cutting in earth work in all kinds of soil such as pick work, jumper work, blasting work and chiselling work etc. and disposal of excavated earth as directed within all leads and lifts.

Excavation in earth work and disposal of all excavated earth upto a lead of 20 metres and lift upto 1.50 metres, disposed earth to be levelled and neatly dressed within all leads and lifts pick jumper work 50% each complete in all respect and to the entire satisfaction of the Engineer-in-charge.

Excavation in foundation, trenches,etc. in earth work in all kinds of soil such as pick work, jumper work, blasting work, hard blasting and chiselling etc. stacking the excavated soil not more than 3 mtrs.clear from the edge of excavation and then returning the stacked soil in 15cm.layers when required into plinths sides of foundations etc.then disposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within all leads and lifts.complete in all respect and to the entire satisfaction of the Engineer-in-charge.

Laying and jointing high density polyethelene pipes for use of buried water mains and services duly ISI marked (IS: 4984-1995 as amended upto date in the following grades of material, pressure rating and nominal dia. Material grade PE-80 PN-6 including all leads and lifts at site and as directed by the Engineer-in-charge.

40mm dia .

63mm dia

75mm dia

90mm dia

125mm dia

Prov. and fixing brass full way valve with wheel of superior quality including all leads and lifts In :-

40mm dia nominal bore.

65mm dia nominal bore.

80mm dia nominal bore.

Providing and laying cement concrete work 1:2:4(1cement:2sand:4 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in all leads and lifts complete in all respect.

In foundation and plinth.

Walls (any thickness but not less than 0.10 metres thickness)including attached pillasters buttresses, plinth and string courses etc. from top of foundton upto floor two level.

Suspended floors, roofs, landings,shelves and their supports balconies, beams, girders, bressumers and cantilevers upto floor two level.

Prov. and laying cement concrete 1:6:12(1cement:6sand:12graded stone agg. 40mm nominal size)and curing complete excluding cost of centring and shuttering in foundation and plinth in all leads and lifts complete in all respect as per the direction of the Engineer-in-charge.

Prov. and laying cement concrete 1:5:10(1cement:5sand:10 graded stone agg. 40mm nominal size) with 15% plum concrete and curing complete excluding cost of form work in retaining wall/ breast wall, the size of plums shall usually be 150mm to 300mm.as per HPPWD specifications within all leads and as per the direction of the Engineer-in-charge.

Prov. and laying cement concrete 1:4:8 (1cement:4sand:8graded stone agg. 40 mm nominal size)and curing complete excluding cost of form work i/c all leads and lifts and to the entire satisfaction of the Engineer-in-charge in :-a) Foundation and plinth.

Providing and laying cement concrete work 1:11/2: 3(1cement:1 1/2sand:3 graded stone agg. 20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced concrete work within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-charge.

In foundation and plinth.

Walls (any thickness) but not less than 0.1 m thickness) attached pillasters, buttresses, plinth and string courses etc. from top of foundation level upto floor two level.

Suspended floors, roofs, landings,shelves and their supports balconies, beams, girders, bressumers and cantilevers upto floor two level.

Random rubble masonry/polygonal rubble masonry(uncoursed/brought to courses) with hard stone of approved quality in foundation and plinth including levelling up with cement concrete 1:6 :12 (1cement: 6sand:12graded stone agg.20mm nominal size) in retaining and breast wall.of approved quality in foundation and plinth including levelling up with cement concrete 1:6 :12 In Cement Mortar.1:6. (1cement:6sand).

Providing Mild steel/Tor steel reinforced for RCC work including bending, binding and placing in position complete upto floor two level within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-charge. a) Tor steel.

Providing form work with steel plates 3.15mm thick welded with angle iron in 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 4 mtrs.and removal of the same for insitu reinforced concrete and plain concrete work in complete in all respect i/c all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

Foundation footings bases of columns etc. and the like and mass concrete.`

Vertical surfaces such as circular walls (any thickness) ,partitions and the like including attached pillasters,buttresses, plinth and string courses and the like.

Flat surfaces such as soffits of suspended floors,roofs, landings, and the like:-i)Floors etc. upto 200mm in thickness.

Edges of slabs and breaks in floor and wall:- Under 20cm wide.

Laying and jointing in trenches GMS pipes of 150mm dia(Medium grade) jointed with butt welding according to relevant BIS standards code 816-1969 including all short pieces, jointed with butt welding according to relevant BIS Code 816-1969 including all short pieces of approved specifications as per site conditions including flushing cleaning and hydraulic testing complete to the best satisfaction of the Engineer-in-charge. The laying of pipes should be conform to BIS: Code 5822-1970 within all leads and lifts complete in all respects.

150mm dia nominal bore.

Boulder filling dry hand packed under floor complete in all respect.

Manufacturing and supplying main hole cover of size 600x 600mm internal dia with M.S. plate 2mm thick duly welded with angle iron of 40x40x5mm thick upper side and 50x50x5mm thick lower side including fixing of hinges with locking arrangement primer and painting etc. complete in all respect as per satisfaction of the Engineer-in-charge.

Laying and jointing in trenches,galvanised mild steel tubes(Light grade)i/c tube fittings such as Tee, elbow, union & nipple.(earth work in trenches to be measured and paid for separately).Labour rate only.

50mm dia.

Brick work using common burnt clay buildings bricks in foundation and plinth cement mortar 1:6(1cement:6sand) including all leads and lifts complete in all respect. (2nd class bricks).

a) In foundation and plinth.

Brick work using common burnt clay buildings bricks in super structures in cement mortar 1:6(1cement:6sand) including all leads and lifts complete in all respect. (2nd class bricks).

Prov. wood work in frames of doors, windows clerestory windows and other frames wrought framed and fixed in position:-

2nd class deodar wood.

P/F panelled glazed or panelled and glazed shutters for doors, windows and clerestory windows including black enamelled iron butt hinges with necessary screws complete in all respect as per the direction of the Engineer-in-charge i/c all leads and lifts.

40mm thick deodar wood 2nd class.

20mm cement plaster in single coat on rough side of bricks/stone walls for interior plastering upto floor two level including arrises internal rounded angles, chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth:-In cement mortar 1:6(1cement:6sand).

15mm cement plaster in single coat on rough side of brick/ concrete/ stone walls for interior plastering upto floor two level including arrises internal rounded angles, chamfers and/ or rounded angles not exceeding 80mm in girth and finished even and smooth:-

Cement Mortar 1:6(1cement:6sand).

Cement concrete flooring 1:2:4(1cement:2sand:4graded stone agg.20mm nominal size) laid in one layer finished with a floating coat of neat cement:-a) 40mm thick.

Pointing on brick work with cement mortar 1:3(1cement:3sand) flush pointing including all leads and lifts complete in all respect.

Providing plinth protection 50mm thick in cement concrete 1:3:6(1 cement :3sand:6 graded stone aggregate 20mm nominal size) including finishing the top surface of concrete smooth including all leads and lifts.

Applying priming coat over new wood and other wood based surfaces after and including preparing the surface by thoroughly cleaning oil grease dirt and other foreign matter as per the direction of the Engineer-in-charge including all leads and lifts.

With Ready mixed primer paint brushing wood primer pink.

Painting two coats excluding priming coat on new wood and other wood based surfafes, with ready mixed paint brushing to give an even shade including cleaning of all dirt dust and other foreign matter, sand papering and stopping as per the direction of the Engineer-in-charge including all leads and lifts.

With ready mixed paint other than white.

White washing with lime on undecorated wall surfaces two coats to give an even shade including thoroughly brooming the surface to remove all dirt, dust , mortar dirt and other foreign matter i/c all leads and lifts complete in all respect.

Prov. stone Kharanja drain 45 cm.wide complete with 25cm side stone complete in all respect i/c all leads and lifts.

Prov. 40x3mm flat iron hold fast 40cm long including fixing to frame with 10mm diameter bolts nuts and wooden plugs and embeding in cement concrete block 30x10x15cm.1:3:6 (1cement: 3sand:6graded stone agg. 20mm nominal size).complete in all respect as per the direction of the Engineer-in-charge including all leads and lifts.

Prov. and fixing anodized alumimium sliding door bolts anodized colour and shade bolts,nuts and screws etc. complete.

P/F aluminium Tower bolts (barrel type) anodized transparent or dyed to required shade and colour with screws etc. complete.

P/F aluminium handles anodized transparent or dyed to required colour and shade with necessary screws etc. complete.

Wiring for light point/fan point/call bell point wire 1.5 sqm. PVC.insulated copper conductor cable in surface/recessed PVC conduit as required:- Group 'C'.

Wiring for 3 pin 5/6 amp. Plug point with 1.5sqm. PVC insulated copper conductor cable including providing and fixing 3 pin 5/6 amp. Socket outlet on switch board (In surface/recessed PVC conduit wiring system) & 5/6 amp.tumbler/piano type switch, earthing the 3rd pin painting etc. as required (to be used in non residential buildings).

Supply/ fixing metal box of 180mmx 100mmx 60mm deep nominal size) on surface or in recess with suitable size of phenolic laminated sheet in front including, prov.and fixing 3 pin 15/16 amps.socket outlet and 15/16amps, tumbler/piano type switch , connections, painting etc. as reqd. (For power plugs ).

Prov.and errection of fancy wall/bathroom bracket containing GLS lamp holder, of all sizes and shapes complete with all accessories but excluding GLS. Lamp, including connections etc. as required.

Fancy wall bracket, single holder category.''A''.

Prov. And fixing testing and commissioning of prewired flourescent tube fitting complete with balast, starter & capacitor etc. but excluding flourescent tube rod,suitable to operate on 230 volts, single phase A.C.supply directly on surface with copper wiring as required

P/F tube fixture 1x40 watt. Category ''B''.

Prov.and installation of exhaust fan, in the existing opening, including making the hole to suit the size of the fan, making good the damage,connections, testing, commissioning etc. as required.

Exhaust fan, light duty(domestic) 225mm, sweep Category.A.

Prov. and errection of bulk head fitting of all sizes and shapes containing 1 No.,GLS.lamp holder,steel wire guard and lock complete with all accessories but excluding GLS lamp, including connections etc. as required:

Bulk head fitting, category ''B''.

Supply / fixing of following way single pole and neutral sheet steel MCB distribution board 240 volts on surface/recess complete with tinned copper bushes, neutral link, earth bar, din bar, detachable gland plate,interconnection including painting, earthing etc. as required.

Supply/ fixing of following rating double pole and four pole,240/415 volts, EL+MCB combination unit,having a sensitivity current upto 300 millamperes in the existing MCBDB complete with connections,testing and commissioning etc. as required 40 Amp.Double pole.

Supply/ fixing 5 amps. To 32 amps. Rating 240 volts L series, miniature circuit breaker of following poles in the existing MCBDB complete with connections testing & commissioning etc. as required category ''B''. single pole.

Earthing with G.I.Pipe 4.5mtrs. Longx 40mm dig including accessories & providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but without charcoal or coke and salt) complete as required.

Extra for using salt and cock/ charcoal for pipe earth electrode as required.

Supplying and laying 6 SWG GI wire at 0.50 mtrs. below ground level for conductor earth electrode including soldering etc. as required.

Wiring for circuit wiring with 2x1.5sqm. PVC insulated copper conductor single core cable in surface/recessed PVC conduit as required.

Wiring for light/power plug with 2x4 sqm.PVC insulated copper conductor single core cable in surface/recessed PVC conduit alongwith 1 No.2x24mm. dia base copper wire for loop earthing etc. as required.

RISING MAIN:

Providing, laying, & commissioning at site in trenches to be beveled ended pipe conforming to IS/ISO:3183-2007 (Latest with up to date amendments) having minimum wall thickness as specified below & capable of withstanding required test pressure as prescribed in IS/ISO code, in random lengths of 5.5 to 6.5 mtr. The pipe ends shall be levelled suitable for butt welding, including the cost of jointing with butt welding confirming to IS 816-1969 or latest applicable and with uptodate ammendments (leak proof) in three layers at site of work with welded rods of Advani/oeriliken make/ISI marked (welded rods 3mm to 4mm) and all allied accessories whatever required for welding at site, tail pieces,tee bends & other special manufactured from parent pipes as applicable to the particular reach and of approved specification as per site conditions. and cutting of pipes wherever required as per site requirement including carriage in all leads & lifts and as directed by the Engineer-In-Charge. The pipe shall have zinc coating inside & outside confirming to IS-4736-1986 or latest with upto date ammendments & shall be engraved with API-X-42. The laying shall confirm to BIS 5822-970 or latest with upto date ammendments to the entire satisfaction of Engineer-In-Charge. (Earth work & cost of MS Flanges after 100 meter length shall be measured & paid for seperately.) including all leads, lifts and carriage of materials at site and as per direction and to the entire satisfaction of the Engineer-In-Charge.

150mm dia wall thickness. 4.80mm

Laying and jointing in trenches GMS pipes of 150mm dia(Heavy grade) jointed with butt welding according to relevant BIS standards code 816-1969 including all short pieces, jointed with butt welding according to relevant BIS Code 816-1969 including all short pieces of approved specifications as per site conditions including flushing cleaning and hydraulic testing complete to the best satisfaction of the Engineer-in-charge. The laying of pipes should be conform to BIS: Code 5822-1970 within all leads and lifts complete in all respects.

Providing fixing and jointing of M.S.flanges conforming to BIS-6392-1971 (latest with upto date ammendment ) flange dia, table and nominal pressure as specified below welded at both ends of pipes at an interval of 100 mtrs.(as per site condition for particular reach as required) according to relelvant BIS Code 816-1962 and provided with nuts and bolts of required size as per BIS code 1364 including 3mm thick compressed asbestos fiber gasket of synthetic rubber gasket conforming to relevant BIS code 2712-1965 complete in all respect including all leads and lifts.

Table.28

Table.17

Table.5

PUMPING MACHINARY:

Supply, erection, testing & commissioning of horizontal spindle,horizontal split casing,radial split Single, /Multistages centrifugal pumps or combination of pumps, in series/parallel of recommended make such as Mather and Platt/KSB//Becon weir/Kirloskar/ BE/Jyoti or any other make approved from IPH Deptt.as per BIS 1520-1980 with upto date ammendments read with BIS 9137-1978 or latest edition to suitable for lifting Raw water for under mentioned characteristics with bronze impellers/ priming funnels casing ring and shaft sleaves or bronze. shaft of steel grade-with cast iron casing coupled directly through a flexible coupling on a common C.I./Cast steel base platel (base plate to be from the manufacturers of the pumping unit only) to slip ring/squirrel cage screen protected drip proof induction motor of standard make such as Kirloskar/Crompton/Bhel/NGEF/GEC/ Siemen/Jyoti/ABB or any other make approved from IPH Deptt.suitable for operation on 415(+) /-5% volts, 50 cycles/ second, 3 phase AC electric supply. The power of electric motor should be atleast 10% in excess of the maximum power required by the pump in the operation range of (+) 10% and (-)25% of the duty point head. The motor should be as per IS:325-1978 with upto date ammendments read with IS:900-1972. It should include cost of bearing nuts, bolts and pointing etc. and should meet the following requirements:-2Sets of 40 HP=80HP.

(I) Discharge (Q) 6.58 LPS.(ii) Total Dynamic Head:- 272.16 Meters.(a) LWL in sump well(h) :- Meters.(b)_ Shaft level :- 0 Meters.© Level at discharge point : Meters.(d) Suction lift :- (+tive) Meters.(e) Residual head:- Meters.(f) Static head: Meters.(iii) Rising main(a) Length.1200 Meters.(b)Dia :- 150 mm.(iv) Pumping hours. hours.(v) Altitude of Installation above MSL - Meters.(vi) Characteristics of water(a) Temperature oC(b)Abient Temperature oC© Turbidity Clear water (d) Alkalanity: Mg/CA CO3. e) Size of the solids.....mm (f) Others:- Pumps Specifications: i)Make:- . (ii) Model :- (iii) No.of stages :- .(iv)Material manufactures certificate to be appended (I) Head(H):- mtrs. (ii)Discharge(Q lps.(iii)BHP absorbed (iv)Efficiency(n):- . (v) NPSH(K) (b) Motors Specification:- I) Make:- .ii) Model:- iii) Motor rating (KW ):- .iv) Speed.:- © Coupling (d)Base Plate ] .

Providing Change over switch with HRC fuses of Kilburn/L&T/Siemens/Crompton Standard/Havells make and having Capacity 30% extra of the Operational rating as per IS:4064-1978 with upto date ammendments immediatelyafter the power meter of HPSEB. Change over Switch.((i) Make:- As per NIT. (ii) Type (iii) Capacity

Providing MS .sheet,steel fabricated floor mounted closed(Almirahtype) switch board including angle iron post of suitable height and size ISA 40x40x6mm,duly painted, with steel sheet of 16 gauge comprising, capable of mounting the following accessories withall internal connections: Panel/Switch Board(I) Drawing (ii) Layout plan

M.C.C.B./Oil circuit breaker of Kilburn/L&T/MEI/GECmake & of suitable capacity on incoming feeder with or without initial oil filling as the case may be with neutral linked under voltage releases as per IS: 2516-1985 with upto date ammendments with. MCCB/OCB: i) Make: - ii)Type. iii)Range .(Iv) Capacity

Earth leakage circuit breaker of recommended make (Kilburn/L&T/MEI/ GEC) as per 2516-1977 with upto date ammendment and of suitable range which should have control box operating handle and trip/reset bush button on/off indicators, re-indicating off spring condition of the circuit breaker for over current protection. The circuit should be equipped with magnet thermal release with metallic tape etc. It should also be fitted with earth fault for tripping of breaker on occurrence of earth fault on off breaker load side end. ELCB/ELR:- I)Make . ii)Type: iii) Range.

The voltage monitor relay three phase with all protection and usual indicator and electric siren against single phasing low voltage,high voltage reverse phasing,over loading and phase voltage difference as per IS:3842(latest edition). VOLTAGE MONITOR RELAY: i)Make:- ii) Type:- iii) Range.

Power factor meter square type of standard make as per relevant IS code with upto date ammendments of suitable rating. POWER FACTOR METER: I)Type:- ii) Make:-

Frequency meter of square type of standard make as per relevant IS code with upto date ammendments of suitable rating. FREQUENCY METER: I) Type:- ii)Make:- iii) Range:

Bus bar chamber having three and half copper bars of suitable rating for full length equal to the width of the board for three livephases and suitable for induced current,one copper bar of half therating of full length for neutral phase as per IS:8084-1976 and IS:11353-1985 read with BIS 5578-1985 with upto date ammendments. BUS BAR CHAMBER:- i)Type: - ii)Make:- iii)Rating

Three phase Indicator lamps complete with toggle switches for individual motors as per IS 3452(P-I&II) with upto date ammendments. THREE PHASE INDICATOR:- i) Type:- ii) Make:- iii) Capacity.

Capacitor of Siemens/Bhel/GEC/ L&T/ make as per IS:2834-1986 with upto date ammendments to raise the power factor at site to 0.95 for direct connections to induction motor individually of required KVA rating according to HP offered including cables as per relevant ISI code(of Siemens/Glocter/IEC make) from bus bar chamber to capacitor and also including ICTP switches of appropriate range as per IS: 4064-1978 with upto date ammendments. CAPACITOR:- I)Type:- ii)Make:- iii)Range.

Providing suitable oil immersed star delta on strter of MEI/ Jyoti make as per IS: 8544-1979 with upto date ammendments for squirrel cage/slip ring motor mounted on pannel baord with magnetic type overload release and dashpot, time lag under voltage release with or without initial oil filling as the case may be with singl phase preventor as per IS: 1248(P-V) 1983 with upto date ammendment. STARTER:- I)Type:- ii) Make:- Single Phase Preventor:- i) Type: ii) Make.

Providing Hour run meter of recommended make of suitable capacity as per IS:722(Latest edition). HOUR RUN METER:- I) Type:- ii)Make:- iii)Capacity:-

Prov. Antivibration pads under the pumps and motors of suitable size for the above pumping machinery as per IS: 6337-1971.Antivibration Pad:- 1) Size. (ii) Make (iii)Material

Providing double flanged cast steel sluice valve of Leader/Bhel/ Kirloskar/Kilburn/GLED /Fouress/ Kartar make ASA-300 and of 125mm dia. for the delivery line of pump and capable of with standing the normal seat pressure and as per IS-1414-75 with upto date ammendments. SLUICE VALVE: i)Make:- ii) Class:- iii)Seat Pressure. iv)Material :-

Providing double flanged(Swing type) Cast steel Reflux valve of Leader/Bhel/Kirloskar/ Kilburn/GLED/ Fouress/Kartar make ASA-300 and of 125 mm dia having bye pass arrangement on the delivery line of pump and capable of with standing normal seat pressure as per BS:1868 (P.I) with upto date ammendments.- REFLUX VALVE:- i)Make: Class: Seat Pressure: Material:-

Providing double flanged Cast iron/cast steel Reflux valve of Leader/Bhel/ Kirloskar/ Kilburn/GLED/ Fouress/Kartar make ASA-300 and of 150 mm dia having bye pass arrangement for Rising Main and capable of with standing normal seat pressure as per BS:1868 (P.I) with upto date ammendments. REFLUX VALVE:- i)Make: Class: - Seat Pressure:- Material:-

Providing 100mm dia circular dia pressure gauge of Fiebing/Bourden Prega/precision make complete with all accessories such as stop cock,copper tubing etc. as per IS 3624-1987 with upto date ammendments. PRESSURE GAUGE:- I)Make ii) Range.

Providing 100mm dia circular dia vaccume gauge of Fiebing/Bourden Prega/precision make complete with all accessories such as stop cock,copper tubing etc. as per IS 3624-1987 with upto date ammendments. PRESSURE GAUGE:- I)Make ii) Range.

Prov. discharge meter standard make to be tiked on the rising main near the storage tank as per the direction ot the Engineer-in-charge as per IS: 2373-1981 with upto date ammendments.

Installation of all the items appearing at Serial No. 36 to 46 as per the systematic drawing attached with the tender documents(Drg. No.1).

Providing and fixing double flanged MS/GI piping work layout tobe approved by the Engineer-in-Charge for suction and delivery pipes suitable to pump(s) offered and common header as per thethe rising main respectively complete with all specials such as bends,tees reducers/increasers with companion flanges matching with the relevant specifications of the accessores as indicated in the drawing No 2 including rubber/asbestos gasket of minimum 3mm thickness as per IS 2712-1979 and required number of nuts and volts as per IS 1364-1983. The pipes shall be as per relevant IS code and to withstand 1.5 times total head stipulated under item No.1. The size of the various components to be as under:- (I) Suction pipe… mm dia. (ii)Delivery pipe mm dia (iii)Common Header : mm dia and will extended upto 5 mtrs from the outer wall of the pump house in the direction to be jointed.

SUCTION PIPE:- I)Make:- . ii)Grade. iii)Thickness. iv) Pressure rating. DELIVERY PIPE AND COMMON HEADER:- i)Material ii) Grade. iii) Thickness. iv)Pressure rating.

Providing and laying copper PVC insulated armoured power cable(one cable carrying all the three phases) of suitable size and capacity to and all other electrical equipments as per IS:1554(P-I)1988 or latest with upto date ammendments of Siemens//Gloster/ JEC/ICC/EICO National/Grandlay make including all other accessores such as thimbles, flexible,pipes solder,nuts and bolts,cable glands etc. laid in pipes or trenches under floor. ARMOURED POWER CABLE:- A) Motor side (from switch to starter and starter to motor).i)Size: - ii)Make:- iii)Type:- iv)Capacity. v) Core. B) Supply Side: (From meter of HPSEB to Bus Bar and Switch) :-i)Size: . ii)Make:- iii)Type:- iv)Capacity. v) Core.

Providing and fixing double loop earthing and G.I. plate 600mmx600mmx3mm thick electrode complete with material suchas thimbles, nuts and bolts,charcoal and common salt,25mmx3mmG.I. strips/as per IS: 3043-1987 with upto date ammendmentsfor motors and other electrical equipments and digging of pits etc.complete in all respect.

Haminder Pal

Bharat Panwar