Providing LWSS to PC Habitation in Census Village Jhiri Nagwain and Shil Masora in GP Nagwain and Jhiri Tehsil Sadar Distt Mandi HP

Amount

Pumping Machinery:- BOOSTER STAGE 1st:- Providing and fixing Monoblock pumpset of Kirloskar / KSB/ Mather & Platt/ Becon/BE/Jyoti make pump suitable for lifting raw cold water on under mentioned characteristics capable of lifting water having turbidity up to 6000 PPM with impellers, priming funels, casing ring and shaft sleeves of C.I. shaft of steel grade EN-8 with impellers, priming funnels, casing mounted on extended shaft ( to same make as that of pump) with motor of required HP suitable for operation on 415+/- 10% volts 3 phase AC supply. The power of motor should be at least 10% in excess of maximum power required by the pump in complete operating range of 10% specification with up to date amendments. It should include cost of wiring nuts and bolts, painting etc. complete and should meet the following requirements in all leads and lifts.

Control Pannel with automatic starter and other accessories for single phase protection, over loading protection, earth leakage protection, volt meter, ampere meter and three phase indicator lamp fitted in steel enclosure powder coated with locking arrangement with in all leads and lifts as per direction of Engineer-in-Charge.

Providing double flanged swing type cast iron valve PN 1.0 of Leader/BHEL/Kirloskar/GLED/Kilburn/Forcess make and having bye pass arrangment of one step higher than delivery line of pump and capable of with standing normal sheet pressure as per BIS standard with upto date amendments.

Providing double flanged Foot valve of cast iron valve PN 1.0 of Leader/BHEL/Kirloskar/GLED/Kilburn/Forcess make and having bye pass arrangment of one step higher than delivery line of pump and capable of with standing normal sheet pressure as per BIS standard with upto date amendments.

Providing and fixing double flange MS/GI piping work (Layout to be approved by the Engineer-in-Charge) for suction and delivery pipes suitable to Pump(s) offered and common Header as per the Rising main respectively complete with all special such ass Bends, Tees, reducer. Increaser with companion flanges matching with the relevant specification of the accessories including rubber /asbestos gasket of minimum 3mm thickness as per IS 2712:1979 and required number of nuts and bolts as per IS 1364-1983. The pipes fitting and Joints shall be as per relevant IS code and to with stand 1.5 time total head stipulated under item No. 11 the size of the various component to be as under:-

Suction pipe: One Dia higher than the suction of Pump offered and suitable to keep the velocity of flow from 1 to 1.5 mtr per second in the flexible suction hose pipe.

Delivery Pipe:- One dia higher than the delivery of the pump offered and suitable to keep the velocity of flow from 1.5 to 2.0 mtr per second in the delivery pipe

P/L suitable size copper PVC insulated armoured power 3 1/2 core cable conforming to BIS 1554 (Part I) -1988 or latest with up to date amendments Siemen/Gloster/CCI/Havell's/Finolex make from meter of HPSEB to OCB & from OCB to Busbar switch & starter (one cable carrying all three phases) including all other electrical equipment/accessories such as thimbles,flexible pipe,solder,nuts & bolts,cable glands etc. laid in pipes or trenches under floor .The type,size & make will be subject to approval of HPSEB authorities.In case of non acceptance by HPSEB authorities it shall have to be replaced by the tenderer free of cost.

Motor side (From Switch to Starter and Starter to Motor)

Supply side (From meter HPSEB to Bus bar and switch)

1st STAGE :- providing, Supply of horizontal splindle, Horizontal/Radial split casing/end suction( Back Pull out arrangments) single/double/Multi stage centrifugal pump or combination of pumps in series/parallel of recomended make such as mather and platts/KSB/Beacon/Weir/Kirloskar/BE/Jyoti as per BIS 1520-1980with upto date ammendments read with IS 9137-1978 or latest addition suitable for lifting water for under mentioned characterstics with Bronze,Impellers, Priming funnels casing, ring and shaft sleeves of bronze, shaft of steel grade 4508 FN8 with cast iron casing coupled directly through a flexible coupling on a common MS/Cast steel base plat (Base plate to be from the manufacturer of the pumping unit only) to slip ring/squirrel cage screen protected drip proof inductiion motor/motors of standard make such as Kirloskar/BHEL/Crompton/NGEF/GEC/Siemenes/Jyoti/ABB and suitable for operation on 400(+/-) 10% voltage , 50 cycles/second . 3 phase AC electric supply. The power of the 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 point head. The motor/Motors as per ISI :325-1978 with upto date ammemndments read with IS 900:1972. It should include cost of bearing nuts, Bolts and painting etc and should meet following requuirement.

ICTP switches with HRC fuses Kilburn/L&T/Siemens/Havells/Larsen & turbo/Standard/Siemen/Indoasian make and having capacity 30% extra of the operational rating of motor as per BIS 4064-1978 with upto date ammendments immediatly after the power meter of HPSEB.

Providing M S sheet 16 SWG steel fabricated floor mounted closed almirah type switch board including angale iron post of suitable height and size ISA 40x40x6mm powder coated comprising and capable of mounting the following accessaries with all internal electric connections. The drawing of panel board shall be subject to approval of Engineer in charge.

MCB/Oil circuit breaker of suitable capacity of MEI/Standard/Havell's make on in comming feeder with or without intial oil filling as the case may be with natural linked under Voltage released as per relevant IS code with upto date ammendments.

Earth leakage circuit breaker of requcemended (Kilburn/L&T/MET/GEC) as per BIS-2516-1977 with upto date ammendments and of suitaible range with which should have control box, oprating handel and trip/reset bush button on/ off indicators, re-indicating off spring condition of the circut breaker for over current protection. The circuit should be equipped with magnet thermal release with metallic tap etc. It should also be fitted earth fault for tripping of breaker on occurance of earth fault on/ of breaker load side.

The voltage monitor relay of AE/MEI/L&T/Havellas make 3 phase with all protection and usual indicator and electric siren against single phasing, low voltage, high voltage, reverse phaseing, over loading and phase voltage diffrence as per IS 3482(latest addition).

Digital Power factor meter of standard make AE/L&T/IMP/Havells as per relevant IS code with upto date ammendments.

Digital frequency meter of standard make AE/L&T/IMP/Havells as per relevant IS code with upto date ammendments.

Busbar chamber having 3 copper bars of suitable rating for full length equal to width of the board of 3 live phases and one copper bar of half reating of full length for neutral conforming to BIS 8084-1976 and 11353-1985 read with BIS 5578-1985 all latest with upto date ammendments.

ICTP switches with HRC fuses unit of Kilburn/L&T/Havells/Larsen & turbo/Standard/Siemen/Indoasian make and having capacity 30% extra of the operational rating of motor as per BIS 4064-1978 with upto date ammendments immediatly after the power meter of HPSEB.

3 phase indicating lamps complete with toggle switches for individual motors conforming to BIS 3452 part I & II latest with up to date ammendments.

Capacitor of Mechanal /BHEL/GEC 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 reqyuired KVA rating according to HP offered including cables as per relevant ISI code (Of siemens/clocter, IEC make) from bus bar chamber to capacitor and also including ICTP swittches of appropriate range as per IS 4064:1978 with upto date ammendments.

Providing suitable oil immersed starter delta/direct on line/Auto transformer/starter rotor starter of MEI/Kilburn/Jyoti/L&T/Siemens make as per IS 8544:1979 with upto date ammendments for squairel cage/slip ring motor mounted on pannel board with megnetic type over load released and dashpot, time lag under voltage released with or without initial oil filling as the case may be with single phase preventor as per IS:1248(P-V) 1983 with upto date ammendments.

Providing Digital Hour run meter of reccomended make and suitable capacity as per IS 722 latest addition.

providing antivibration Pad under the Pumps and Motors of suitable size for the above Pumpinhg machinery as per IS:6337-1971.

Providing double flanged CI Sluice valve PN-1 of Leader/BHEL/Kirloskar/GLED/Kilburn/FORCESS/Kartar make and equal to dia of suction pipe and capable of withstanding the normal sheat pressure as per IS:780-1984 with upto date ammendments.

Providing double flanged Cast Steel Sluice valve ASA-300 of Leader/BHEL/Kirloskar/GLED/Kilburn/FORCESS make and one step higher than delivery line of pump and capable of with standing the normal seat pressure as per BIS standard with upto date ammendments.

Providing double flanged swing type cast steel non return valve ASA-300 of Leader/BHEL/Kirloskar/GLED/Kilburn/FORCESS make and having bye pass arrangment of one step higher than delivery line of pump and capable of with standing normal seat pressure as per BIS standard with upto date ammendments.

Providing double flanged cast steel reflux valve ASA-300 of Leader/BHEL/Kirloskar/GLED/Kilburn/FORCESS/KARTAR make and of 150mm dia having bye pass arrangment for Rising main and capable of with standing normal seat pressure as per BIS standard with upto date ammendments.

Providing 100mm dia Circular dial analog pressure guage of suitable range of Fiebig/Burden/PREGA/Precision make complete with all accessories such as stop cock, copper tubing etc as per ISI 3624-1987 with upto date ammendments.

Providing discharge meter of standard make to be fixed on the Rising main in pump house as per the direction of the Engineer-in-Charge as per IS: 2373-1981 with upto date ammendments

Providing and fixing double flanged MS/GI piping work (Layout to be approved by the Engineer-in-Charge) for suction and delivery pipes suitable to Pump(s) offered and common Header as per the Rising main respectively complete with all special such ass Bends, Tees, reducers. Increaser with companion flanges matching with the relevant specification of the accessories including rubber /asbestos gasket of minimum 3mm thickness as per IS 2712:1979 and required number of nuts and bolts as per IS 1364-1983. The pipes fitting and Joints shall be as per relevant IS code and to with stand 1.5 time total head stipulated under item No. 11 the sizze of the various component to be as under:-

Suction pipe: One Dia higher than the suction of Pump offered and suitable to keep the velocity of flow from 1 to 1. 5 mtr per second in the suction pipe.

Delivery Pipe:- One dia higher than the delivery of the pump offered and suitable to keep the velocity of flow from 1.5 to 2.0 mtr per second in the delivery pipe.

Common Header:- One dia higher than delivery of pump into 65mm dia and will extent upto 5 mtrs from the outer wall of the pump house in the direction to be jointed

P/L suitable size copper PVC insulated armoured power 3 1/2 core cable conforming to BIS 1554 (Part I) -1988 or latest with up to date ammendments Siemen/Gloster/IEC/ICC/EICO/NATIONAL/GRANDLAY/Havell's/Finolex make from meter of HPSEB to OCB & from OCB to Busbar switch & starter (one cable carrying all three phases) including all other electrical equipment/accessories such as thimbles,flexible pipe,solder,nuts & bolts,cable glands etc. laid in pipes or trenches under floor .The type,size & make will be subject to approval of HPSEB authorities.In case of non acceptance by HPSEB authorities it shall have to be replaced by the tenderer free of cost..

Motor side (From Switch to Starter and Starter to Motor)

Supply side (From meter HPSEB to Bus bar and switch)

P/L double loop earthing with copper plate 600x600x3mm thick electrode complete with material such as charcoal, common salt ,GI pipes,thimbles,nuts & bolts,digging of pits,GI wiring & 25x5mm GI strips of required capacity conforming to BIS 3043-1987 latest with up to date ammendments for above motors & other electrical equipment.

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.

RISING MAIN:- Providing, laying, fixing, jointing and testing in trenches MS pipe of following Diameter confirming to BIS 3183-2007 of following grade and having wall thickness as specified below with plain end and capable of with standing requuired test pressure in randam length of 4 to 7 meters including specials , short pieces, bends, reducers, Tees etc made from parent tube, providing and welding of MS flanges detailed as below. The MS flanges shall confirm to BIS 6392-1971 (with latest upto date ammendments) duly welded into layers (2 inner and 2 outers) with pipes at both ends as per relevant BIS standards alongwith nuts and bolts of requiired sizes, 3mm thick compressed asbestos fibers/synthetic rubber gaskets confirimng to relevants BIS standard. The laying of pipe will include all operations such as cutting , welding jointing, providing and fixing MS flanges, fabrication of bends, tees etc. including lowreing and laying in excavted trenched to ensure required level including flushing, cleaning and hydraulic testing compete in all respect to the satisfaction of the Enginer, in_charge. The fabricated bends shall have three or four cuts having its radiuos not less than 5 times the dia of pipe. The pipe shall be factory galvonized (zinc coated both inside and outside) as per relevant IS standard and the damaged portion of the pipe and special made form the paretnt tube shall be provided anticorrosive treatment by applying two coates of anticorrosive bitumins paint over a priming coat as per AWWA specifictaion C-203-1978. The welding elctrodes shall be as per IS 814 of Advani Oerlikon/L&T or ISI marked make. The rates also included entire carriage of material, flushing, cleaning and hydraulic testing complete to the best satisfaction and direction of the Engineer-in-Charge within all leads and lifts (earth work in treanches will be measured andf paid for seperately).

Stage from to Length Dia Grade Wall th. Flange T

Providing, laying, jointing and testing (by way of circumferencial butt welded joints by electric arc welding) and testing of MS pipe of following diameters conforming to BIS 3183-2007, steel grade specified below latest with upto date ammendments) having wall thickness as specified below with bevelled ends and capable pf with standing reqiuired test pressure in a randam length of 4 to 7 meters including manufacturing reducers, tappers, all short pieces, bends etc as per site requirement made from parent tubes. The laying of pipe will include all operation such as cutting, welding, jointing, fabricatiion of bends, Tees etc. in cluding lowering and laying in excuted trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respect to the satisfaction of the Engineer-in-Charge. The fabricated bends shall have 3 or 4 cuts having its radius not less than five times the dia of pipe. The pipe shall be factory galvonized (zinc coated from both inside and out side) as per relevant IS standard. The welding electrodes shall be as per IS 814 of Advani Oerlikon/L&T or ISI marked make. The rates also included entire carriage of material, flushing, cleaning and hydraulic testing complete to the best satisfaction and direction of the Engineer-in-Charge within all leads and lifts (earth work in treanches will be measured and paid for seperately).

Stage from to Length Dia Grade Wall th. Total length

Laying, fixing, jointing and testing in trenches GMS pipe of following Diameter confirming to BIS 1239 Part -I of of following grade and having wall thickness as specified below with plain end and capable of with standing requuired test pressure in randam length of 4 to 7 meters including special , short pieces, bends, reducers, Tees etc made from parent tube, providing and welding of MS flanges detailed as below. The MS flanges shall confirm to BIS 6392-1971 (with latest upto date ammendments) duly welded into layers (2 inner and 2 outers) with pipes at both ends as per relevant BIS standards alongwith nuts and bolts of requiired sizes, 3mm thick compressed asbestos fibers/synthetic rubber gaskets confirimng to relevants BIS standard. The laying of pipe will include all operations such as cutting , welding jointing, providing and fixing MS flanges, fabrication of bends, tees etc. including lowreing and laying in excavted trenched to ensure required level including flushing, cleaning and hydraulic testing compete in all respect to the satisfaction of the Enginer, in_charge. The fabricated bends shall have three or four cuts having its radiuos not less than 5 times the dia of pipe. The pipe shall be factory galvonized (zinc coated both inside and outside) as per relevant IS standard and the damaged portion of the pipe and special made form the paretnt tube shall be provided anticorrosive treatment by applying two coates of anticorrosive bitumins paint over a priming coat as per AWWA specifictaion C-203-1978. The welding elctrodes shall be as per IS 814 of Advani Oerlikon/L&T or ISI marked make. The rates also included entire carriage of material, flushing, cleaning and hydraulic testing complete to the best satisfaction and direction of the Engineer-in-Charge within all leads and lifts (earth work in treanches will be measured andf paid for seperately).

Stage from to Length Dia Grade Wall th. Flange T

Booster 0 120 120 150 MC 4.80 5

1st 1500 1800 300 150 HEAVY 5.40 28

1st 1800 2100 300 150 MEDIUM 4.80 28

1st 2100 2400 300 150 MEDIUM 4.80 17

1st 2400 2580 180 150 MEDIUM 4.80 5

Laying, jointing and testing (By way of circumfrencial butt welded joints by electric arc welding) and testing of GMS pipe of following Diameter confirming to BIS 1239 Part -I of following grade and having wall thickness as specified below with plain end and capable of with standing requuired test pressure in randam length of 4 to 7 meters including special , short pieces, bends, reducers, Tees etc made from parent tube, providing and welding of MS flanges detailed as below. The MS flanges shall confirm to BIS 6392-1971 (with latest upto date ammendments) duly welded into layers (2 inner and 2 outers) with pipes at both ends as per relevant BIS standards alongwith nuts and bolts of requiired sizes, 3mm thick compressed asbestos fibers/synthetic rubber gaskets confirimng to relevants BIS standard. The laying of pipe will include all operations such as cutting , welding jointing, providing and fixing MS flanges, fabrication of bends, tees etc. including lowreing and laying in excavted trenched to ensure required level including flushing, cleaning and hydraulic testing compete in all respect to the satisfaction of the Enginer, in_charge. The fabricated bends shall have three or four cuts having its radiuos not less than 5 times the dia of pipe. The pipe shall be factory galvonized (zinc coated both inside and outside) as per relevant IS standard and the damaged portion of the pipe and special made form the paretnt tube shall be provided anticorrosive treatment by applying two coates of anticorrosive bitumins paint over a priming coat as per AWWA specifictaion C-203-1978. The welding elctrodes shall be as per IS 814 of Advani Oerlikon/L&T or ISI marked make. TYhe rates also included entire carriage of material, flushing, cleaning and hydraulic testing complete to the best satisfaction and direction of the Engineer-in-Charge within all leads and lifts (earth work in treanches will be measured andf paid for seperately).

Stage from to Length Dia Grade Wall th. Total Length

Booster 0 120 120 150 MC 4.80 60

1st 1500 1800 300 150 HEAVY 5.40 285

1st 1800 2100 300 150 MEDIUM 4.80 285

1st 2100 2400 300 150 MEDIUM 4.80 285

1st 2400 2580 180 150 MEDIUM 4.80 171

Providing and laying cement concrete 1:4:8(1cement:4 sand:8 graded stone agg.40mm nominal size)and curing complete excluding cost of form work in foundation and plinth in all leads and lifts.

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

Foundation, footing basis of columns and the like and mass concrete in all leads and lifts.

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 in situ reinforced concrete and plain concrete work in:-

Vertical surfaces such as walls (any thickness) partition and the like including attached pillaster,buttresses plinth and string courses and the like in all leads and lifts.

Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete up to floor two level in all leads and lifts.

SB Trading company

Oasis Enterprises