Construction of LWSS to villages Jassur Khas, Jachh, Chhatroli Batu Nallah in Tehsil Nurpur Distt. Kangra (HP)

Amount

Supply of Submersible Pumping Set of Calama/KSB/Crompton/SU/Johnston /BS/Sabar/Lubbi make conforming to BIS-8034-1976 (Latest) suitable for clear water fitted with bronze Impellers or suitable alloys directly coupled to squirrell cage electric Induction Motor of same make as that of Pump conforming to BIS:9238-1979(Latest with uptodate ammendments) and totally water proof for Submersible duty,isolated from the pump by intermediate casing with double Mechanical seal in oil chamber,grease packed lubricated bearings and provided with stainless steel thrust bearing plate to withstand non-vertical loads with minimum wear and tear. It should also be fitted with a device to take-up expansion of water with the heating of motor including water level guard,erection clamps,cable clips and depth gauge etc. The Pump shall be sui-table for operation on data given below:-

Location of site :-The site is located at a distance of 30 Kms.from Nurpur Road Railway Station.

The altitude of place in which :-Altitude of place is 500 Metres above Mean Sea Level the Motor is intended to work

Type of current :-A.C.Three phase supply with frequency 50 cycles per second.

Rated Voltage :-415 Vvolts (+/-) 10%

Characterstics of water :-(a).Temperature = 20°C (f) PH =_7 to 8____ (b).Turbidity =Upto 10NTU (g) Total solids____Mg/Litre (c). Hardness =__Mg/Litre(as CaCo3) (h). Others_____ (d).Alkalinity =__Mg/Litre(as CaCo3)

Depth of T/Well Assembly :- 34.00 Metres.B.G.L.

L.W.L.in P/ Well :- 395.00 Metres

Maximum draw down level :- 395.00 Metres

Centre line level of Pump :- 395.00 Metres

Discharge level of highest point :- 434.00 Metres

Nos.of Pumps required :-2 No.Pump.

Capacity :- 8.22 L.P.S.

Total head in Metres :-45.32 Metres

Length of Rising Main :- 250.00 Metres

Dia of Rising Main :- 125 mm dia G.I.pIpe.(M Class)

No.of working hours per day :-8.00 Hours.

Limits of pump operation :- ( - ) 15% ( + ) 10% of total head.

H.P.of Motor/Drive unit :-Required 12.50 H.P.of Pump at ( + ) 10% and ( - ) 15% of total head. . BHP.with following margins/multiplying factor at duty point,whichever is higher. . a).Upto 2 H.P. =1.50 (d) 10 to 20 H.P. =1.20 . b).2 to 5 H.P. =1.40 (e) 20 to 100 H.P. =1.15 . c) 5 to 10 H.P. =1.30 (f) Above 100 H.P. =1.10

Test Run :-16 Hours continueously for 7 days.

Providing and fixing Cast iron double flanged sluice valve of Kirloskar/Kilburn/IVC./Fouress /Gled/BHEL/Leader make of size mm.and Class PN 1.6 having one size higher to delivery size of Pump and capable of withstanding nominal seat pressure of 21.00Kgs/Cm². confirming to BIS 780-1984 (The size and class of valve shall be specified by the tenderer).

Providing and fixing of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader make Cast iron double flanged swing Check type Reflux Valve having bye pass arrangement and one size higher to delivery size of pump(size mm.dia and class PN 1.6 and shall be suitable for withstanding nominal seat pressure of 21.0Kgs./cm² confirming to BIS 5312-1984 Part-II )(The size and class of valve shall be specified by the tenderer).

Supply of Kirloskar/Kilburn/IVC/Foluress/Gled/BHEL/Leader make Cast Iron double flanged Swing Check Type Reflux Valve having bye pass arrangement and of size equal to dia of Rising Main i.e. 125mm.& class PN 1.6 shall be suitable for withstanding nominal seat pressure of 21.00Kgs./Cm²).confirming to BIS 5312-1984

Providing and laying suitable size copper PVC.insulated armoured power 3.5 core cable of size mm² conforming to BIS-1554-Part-I -1988 or latest with uptodate ammendments Siemen/Gloster/ICC make from Meter of HPSEB. to MCB/OCB & from OCB to Busbar Switch & Starter(One cable carrying all three phases) including all other elecrc equipments/accessories such as thimbles,flexible pipe,solder,nuts & bolts,cable glands etc.laid in pipers or trenches size and make will be subject to approval of HPSEB.authorities. In case of non-acceptance by HPSEB.auithority shall have to be replaced by the tenderer free of cost.

Suppply side mm Square (The size of cable shall be specified by the tenderer).

Providing and laying PVC.jointless flat water proof copper cable mm² as per BIS-694-1990(Latest with uptodate ammend-ments) suitable for the pump set offered from OCB to Motor, Motor to Starter including all other electric equipment such as;thimbles,flexible pipe,solder,nuts & bolts,cable glands etc.laid in pipes or trenches under floor. The type and make will be subject to approval of HPSEB.authorities. In case of non-acceptance by HPSEB.authoirity,it shall have to be replaced by the tenderer free of cost.

Motor side mm Square (The size of cable shall be specified by the tenderer).

Providing and laying doub le loop earthing with copper plate 600x600x3mm.thick electrode complete with material such as;char coal,common salt,G.I.Pipes,thimbles,nuts & bolts,digging of pits,G.I.wiring and 25x5mm.copper strips of required capacity conforming to BIS-3043-1987 latest with uptodate ammendments for above motors and other electrical equipments.

Supply and erection of floor/wall mounted power factor shunt capacitor conforming to BIS-2834-1986 latest with upto-date ammendments BHEL/GEC/Machneil/Mager/Bajaj make to raise the prevailing power factor at site to 0.95 for direct connection to Induction Motor individually of required KVAR according to H.P.of Motor offered including Siemens/Gloster/ICC make from Busbar chamber to capacitor and also including LT/LK/Kilburn make ICTP.Switches conforming to BIS-4064-1978 or latest with HRC fuses(Range to be specified by the tenderer).

Supply of standard make circular dial pressure gauge of suitable range of Fiebeg/Bourden/Precision make with all accessories such as;stop cock,copper tubing etc.conforming to BIS-3624-1987 latest with uptodate ammendments.

Providing and laying of column assembly of suitabie dia and making connection with Rising Main(125mm dia)G.I.pipe (Medium class) Conforming to IS-1239 or MSERW.Pipe 4.8mm tick conforming to BIS 1978-82 considering site requirement duly flanged at every 3 Metre length with flanges conforming to BIS-6392-1971 (Table-5 )including tapers,flanges,rubber gaskets 3 mm thick as per BIS-2712-1978 ,nuts &bolts as per 1364-1983 as per .direction of Engineer-in-Charge or as per layout approved by the Engineer-in-Charge.The pipes shall be capable of withstanding 1.5 times the total pressure indicated in item No.1(xiii)

column pipe mm-dia (size to be specified by the tenderer).

Erection of all equipments from S.No. 1 to 4 and 6 including cost of tees, bends,tapers and any other fittings required as per conditions and as per directions of the Engineer-in-Charge.

Supply of Submersible Pumping Set of Calama/KSB/Crompton/SU/Johnston /BS/Sabar/Lubbi make conforming to BIS-8034-1976 (Latest) suitable for clear water fitted with bronze Impellers or suitable alloys directly coupled to squirrell cage electric Induction Motor of same make as that of Pump conforming to BIS:9238-1979(Latest with uptodate ammendments) and totally water proof for Submersible duty,isolated from the pump by intermediate casing with double Mechanical seal in oil chamber,grease packed lubricated bearings and provided with stainless steel thrust bearing plate to withstand non-vertical loads with minimum wear and tear. It should also be fitted with a device to take-up expansion of water with the heating of motor including water level guard,erection clamps,cable clips and depth gauge etc. The Pump shall be sui-table for operation on data given below:-

Location of site :-The site is located at a distance of 30 Kms.from Nurpur Road Railway Station.

The altitude of place in which :-Altitude of place is 500 Metres above Mean Sea Level the Motor is intended to work

Type of current :-A.C.Three phase supply with frequency 50 cycles per second.

Rated Voltage :-415 Vvolts (+/-) 10%

Characterstics of water :-(a).Temperature = 20°C (f) PH =_7 to 8____ (b).Turbidity =Upto 10NTU (g) Total solids____Mg/Litre (c). Hardness =__Mg/Litre(as CaCo3) (h). Others_____ (d).Alkalinity =__Mg/Litre(as CaCo3)

Depth of T/Well Assembly :- 140.00 Metres.B.G.L.

L.W.L.in P/ Well :- 358.00 Metres

Maximum draw down level :- 358.00 Metres

Centre line level of Pump :- 358.00 Metres

Discharge level of highest point :- 434.00 Metres

Nos.of Pumps required :-2 No.Pump.

Capacity :- 3.39 L.P.S.

Total head in Metres :-82.46 Metres

Length of Rising Main :- 30.00 Metres

Dia of Rising Main :- 80 mm dia G.I.pIpe.(M Class)

No.of working hours per day :-8.00 Hours.

Limits of pump operation :- ( - ) 15% ( + ) 10% of total head.

H.P.of Motor/Drive unit :-Required 10.0 H.P.of Pump at ( + ) 10% and ( - ) 15% of total head. . BHP.with following margins/multiplying factor at duty point,whichever is higher. . a).Upto 2 H.P. =1.50 (d) 10 to 20 H.P. =1.20 . b).2 to 5 H.P. =1.40 (e) 20 to 100 H.P. =1.15 . c) 5 to 10 H.P. =1.30 (f) Above 100 H.P. =1.10

Test Run :-16 Hours continueously for 7 days.

Providing and fixing Cast iron double flanged sluice valve of Kirloskar/Kilburn/IVC./Fouress /Gled/BHEL/Leader make of size mm.and Class PN 1.6 having one size higher to delivery size of Pump and capable of withstanding nominal seat pressure of 21.00Kgs/Cm². confirming to BIS 780-1984 (The size and class of valve shall be specified by the tenderer).

Providing and fixing of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader make Cast iron double flanged swing Check type Reflux Valve having bye pass arrangement and one size higher to delivery size of pump(size mm.dia and class PN 1.6 and shall be suitable for withstanding nominal seat pressure of 21.0Kgs./cm² confirming to BIS 5312-1984 Part-II )(The size and class of valve shall be specified by the tenderer).

Supply of Kirloskar/Kilburn/IVC/Foluress/Gled/BHEL/Leader make Cast Iron double flanged Swing Check Type Reflux Valve having bye pass arrangement and of size equal to dia of Rising Main i.e. 80mm.& class PN 1.6 shall be suitable for withstanding nominal seat pressure of 21.00Kgs./Cm²).confirming to BIS 5312-1984

Providing and laying suitable size copper PVC.insulated armoured power 3.5 core cable of size mm² conforming to BIS-1554-Part-I -1988 or latest with uptodate ammendments Siemen/Gloster/ICC make from Meter of HPSEB. to MCB/OCB & from OCB to Busbar Switch & Starter(One cable carrying all three phases) including all other elecrc equipments/accessories such as thimbles,flexible pipe,solder,nuts & bolts,cable glands etc.laid in pipers or trenches size and make will be subject to approval of HPSEB.authorities. In case of non-acceptance by HPSEB.auithority shall have to be replaced by the tenderer free of cost.

Suppply side mm Square (The size of cable shall be specified by the tenderer).

Providing and laying PVC.jointless flat water proof copper cable mm² as per BIS-694-1990(Latest with uptodate ammend-ments) suitable for the pump set offered from OCB to Motor, Motor to Starter including all other electric equipment such as;thimbles,flexible pipe,solder,nuts & bolts,cable glands etc.laid in pipes or trenches under floor. The type and make will be subject to approval of HPSEB.authorities. In case of non-acceptance by HPSEB.authoirity,it shall have to be replaced by the tenderer free of cost.

Motor side mm Square (The size of cable shall be specified by the tenderer).

Providing and laying doub le loop earthing with copper plate 600x600x3mm.thick electrode complete with material such as;char coal,common salt,G.I.Pipes,thimbles,nuts & bolts,digging of pits,G.I.wiring and 25x5mm.copper strips of required capacity conforming to BIS-3043-1987 latest with uptodate ammendments for above motors and other electrical equipments.

Supply and erection of floor/wall mounted power factor shunt capacitor conforming to BIS-2834-1986 latest with upto-date ammendments BHEL/GEC/Machneil/Mager/Bajaj make to raise the prevailing power factor at site to 0.95 for direct connection to Induction Motor individually of required KVAR according to H.P.of Motor offered including Siemens/Gloster/ICC make from Busbar chamber to capacitor and also including LT/LK/Kilburn make ICTP.Switches conforming to BIS-4064-1978 or latest with HRC fuses(Range to be specified by the tenderer).

Supply of standard make circular dial pressure gauge of suitable range of Fiebeg/Bourden/Precision make with all accessories such as;stop cock,copper tubing etc.conforming to BIS-3624-1987 latest with uptodate ammendments.

Providing and laying of column assembly of suitabie dia and making connection with Rising Main(80mm dia)G.I.pipe (Medium class) Conforming to IS-1239 or MSERW.Pipe 4.8mm tick conforming to BIS 1978-82 considering site requirement duly flanged at every 3 Metre length with flanges conforming to BIS-6392-1971 (Table-5 )including tapers,flanges,rubber gaskets 3 mm thick as per BIS-2712-1978 ,nuts &bolts as per 1364-1983 as per .direction of Engineer-in-Charge or as per layout approved by the Engineer-in-Charge.The pipes shall be capable of withstanding 1.5 times the total pressure indicated in item No.1(xiii)

column pipe mm-dia (size to be specified by the tenderer).

Erection of all equipments from S.No. 8 to 11 and 13 including cost of tees, bends,tapers and any other fittings required as per conditions and as per directions of the Engineer-in-Charge.

Supply of erection of horizontal Spindle,horizontal/radial split casing and suction(Backpull out arrangement_single/double/multistage Centrifugal Pumps or combination of pumps in series/parallel of KSB/Mather & platt/Jyoti/Kirloskar/BE/Maxflow/Beaconweir make conforming to BIS-1520-1980(latest with uptodate ammendments) read with BIS:9137-1978(latest edition)suitable for lifting clear water of under mentioned charactristics with Impellers of bronze/suitable alloy,priming funnels,casing ring and shaft sleeves of bronze/suitable alloy,shaft of suitable steel grade with cast iron casing coupled directly through a flexible coupling on a common C.I./Cast Steel base plate(base plate to be from the principle manufacturer of pumping set) to slippering/squirrel cage screen protected drip proof electric Induction motor of Kirloskar/NGEF/Crompton/Siemens/Jyoti/ BHEL/GEC/ABB/Lubi conforming to BIS:325-1978 read with BIS:900-1968(Latest with uptodate ammendments). It should include the cost of bearing,nuts & bolts,painting etc.annd shall be suitable for operation as per data given below:-

Location of site :-The site is located at a distance of 30 Kms.from Nurpur Road Railway Station.

The altitude of place in which :-Altitude of place is 500 Metres above Mean Sea Level the Motor is intended to work

Type of current :-A.C.Three phase supply with frequency 50 cycles per second.

Rated Voltage :-415 Vvolts (+/-) 10%

Characterstics of water :-(a).Temperature = 20°C (f) PH =_7 to 8____ (b).Turbidity =Upto 10NTU (g) Total solids____Mg/Litre (c). Hardness =__Mg/Litre(as CaCo3) (h). Others_____ (d).Alkalinity =__Mg/Litre(as CaCo3)

Depth of Collection Tank =Possitive Suction.

L.W.L.in P/ Well :- 431.00 Metres

Maximum draw down level :- 431.00 Metres

Centre line level of Pump :- 431.00 Metres

Discharge level of highest point :- 443.00 Metres

Nos.of Pumps required :- 2 Nos.Pump.

Capacity :- 2.13 L.P.S.

Total head in Metres :- 34.16 Metres

Length of Rising Main :- 1150.00 Metres

Dia of Rising Main :- 65 mm dia G.I.pIpe.

No.of working hours per day :-8.00 Hours.

Limits of pump operation :- ( - ) 15% ( + ) 10% of total head.

H.P.of Motor/Drive unit :-Required 3.0 H.P.of Pump at ( + ) 10% and ( - ) 15% of total head. . BHP.with following margins/multiplying factor at duty point,whichever is higher. . a).Upto 2 H.P. =1.50 (d) 10 to 20 H.P. =1.20 . b).2 to 5 H.P. =1.40 (e) 20 to 100 H.P. =1.15 . c) 5 to 10 H.P. =1.30 (f) Above 100 H.P. =1.10

Test Run :-16 Hours continueously for 7 days.

Providing and fixing Cast iron double flanged sluice valve of Kirloskar/Kilburn/IVC./Fouress /Gled/BHEL/Leader make of size mm.and Class PN 1.0 having one size higher to delivery size of Pump and capable of withstanding nominal seat pressure of 10.20Kgs/Cm². confirming to BIS 780-1984 (The size and class of valve shall be specified by the tenderer).

Providing and fixing of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader make Cast iron double flanged swing Check type Reflux Valve having bye pass arrangement and one size higher to delivery size of pump(size mm.dia and class PN 1.0 and shall be suitable for withstanding nominal seat pressure of 10.20 Kgs./cm² confirming to BIS 5312-1984 Part-II )(The size and class of valve shall be specified by the tenderer).

Supply of Kirloskar/Kilburn/IVC/Foluress/Gled/BHEL/Leader make Cast Iron double flanged Swing Check Type Reflux Valve having bye pass arrangement and of size equal to dia of Rising Main i.e. 65mm.& class PN 1.0 shall be suitable for withstanding nominal seat pressure of 10.20Kgs./Cm²).confirming to BIS 5312-1984

Providing and laying suitable size copper PVC.insulated armoured power 3.5 core cable of size mm² conforming to BIS-1554-Part-I -1988 or latest with uptodate ammendments Siemen/Gloster/ICC make from Meter of HPSEB. to MCB/OCB & from OCB to Busbar Switch & Starter(One cable carrying all three phases) including all other elecrc equipments/accessories such as thimbles,flexible pipe,solder,nuts & bolts,cable glands etc.laid in pipers or trenches size and make will be subject to approval of HPSEB.authorities. In case of non-acceptance by HPSEB.auithority shall have to be replaced by the tenderer free of cost.

Suppply side mm Square (The size of cable shall be specified by the tenderer).

Providing and laying PVC.jointless flat water proof copper cable mm² as per BIS-694-1990(Latest with uptodate ammend-ments) suitable for the pump set offered from OCB to Motor, Motor to Starter including all other electric equipment such as;thimbles,flexible pipe,solder,nuts & bolts,cable glands etc.laid in pipes or trenches under floor. The type and make will be subject to approval of HPSEB.authorities. In case of non-acceptance by HPSEB.authoirity,it shall have to be replaced by the tenderer free of cost.

Motor side mm Square (The size of cable shall be specified by the tenderer).

Providing and laying doub le loop earthing with copper plate 600x600x3mm.thick electrode complete with material such as;char coal,common salt,G.I.Pipes,thimbles,nuts & bolts,digging of pits,G.I.wiring and 25x5mm.copper strips of required capacity conforming to BIS-3043-1987 latest with uptodate ammendments for above motors and other electrical equipments.

Supply and erection of floor/wall mounted power factor shunt capacitor conforming to BIS-2834-1986 latest with upto-date ammendments BHEL/GEC/Machneil/Mager/Bajaj make to raise the prevailing power factor at site to 0.95 for direct connection to Induction Motor individually of required KVAR according to H.P.of Motor offered including Siemens/Gloster/ICC make from Busbar chamber to capacitor and also including LT/LK/Kilburn make ICTP.Switches conforming to BIS-4064-1978 or latest with HRC fuses(Range to be specified by the tenderer).

Supply of standard make circular dial pressure gauge of suitable range of Fiebeg/Bourden/Precision make with all accessories such as;stop cock,copper tubing etc.conforming to BIS-3624-1987 latest with uptodate ammendments.

Providing and laying of column assembly of suitabie dia and making connection with Rising Main(65mm dia)G.I.pipe (Medium class) Conforming to IS-1239 or MSERW.Pipe 4.8mm tick conforming to BIS 1978-82 considering site requirement duly flanged at every 3 Metre length with flanges conforming to BIS-6392-1971 (Table-5 )including tapers,flanges,rubber gaskets 3 mm thick as per BIS-2712-1978 ,nuts &bolts as per 1364-1983 as per .direction of Engineer-in-Charge or as per layout approved by the Engineer-in-Charge.The pipes shall be capable of withstanding 1.5 times the total pressure indicated in item No.1(xiii)

Suction Pipe mm. dia G.I.pipe (Medium class) Table-5 (The size of pipe shall be specified by the tenderer).

Delivery pipe mm. dia G.I.pipe (Medium class) Table-28 (The size of pipe shall be specified by the tenderer).

Common header mm. dia G.I.pipe (Medium class) Table-28 (The size of pipe shall be specified by the tenderer).

Erection of all equipments from S.No.15 to 18 & 20 including cost of tees, bends,tapers and any other fittings required as per conditions and as per directions of the Engineer-in-Charge.

Supply of erection of horizontal Spindle,horizontal/radial split casing and suction(Backpull out arrangement_single/double/multistage Centrifugal Pumps or combination of pumps in series/parallel of KSB/Mather & platt/Jyoti/Kirloskar/BE/Maxflow/Beaconweir make conforming to BIS-1520-1980(latest with uptodate ammendments) read with BIS:9137-1978(latest edition)suitable for lifting clear water of under mentioned charactristics with Impellers of bronze/suitable alloy,priming funnels,casing ring and shaft sleeves of bronze/suitable alloy,shaft of suitable steel grade with cast iron casing coupled directly through a flexible coupling on a common C.I./Cast Steel base plate(base plate to be from the principle manufacturer of pumping set) to slippering/squirrel cage screen protected drip proof electric Induction motor of Kirloskar/NGEF/Crompton/Siemens/Jyoti/ BHEL/GEC/ABB/Lubi conforming to BIS:325-1978 read with BIS:900-1968(Latest with uptodate ammendments). It should include the cost of bearing,nuts & bolts,painting etc.annd shall be suitable for operation as per data given below:-

Location of site :-The site is located at a distance of 30 Kms.from Nurpur Road Railway Station.

The altitude of place in which :-Altitude of place is 500 Metres above Mean Sea Level the Motor is intended to work

Type of current :-A.C.Three phase supply with frequency 50 cycles per second.

Rated Voltage :-415 Vvolts (+/-) 10%

Characterstics of water :-(a).Temperature = 20°C (f) PH =_7 to 8____ (b).Turbidity =Upto 10NTU (g) Total solids____Mg/Litre (c). Hardness =__Mg/Litre(as CaCo3) (h). Others_____ (d).Alkalinity =__Mg/Litre(as CaCo3)

Depth of Collection Tank =Possitive Suction.

L.W.L.in P/ Well :- 431.00 Metres

Maximum draw down level :- 431.00 Metres

Centre line level of Pump :- 431.00 Metres

Discharge level of highest point :- 460.00 Metres

Nos.of Pumps required :- 2 Nos.Pump.

Capacity :- 9.48 L.P.S.

Total head in Metres :- 49.09 Metres

Length of Rising Main :- 1550.00 Metres

Dia of Rising Main :- 125 mm dia G.I.pIpe.

No.of working hours per day :-8.00 Hours.

Limits of pump operation :- ( - ) 15% ( + ) 10% of total head.

H.P.of Motor/Drive unit :-Required 15.0 H.P.of Pump at ( + ) 10% and ( - ) 15% of total head. . BHP.with following margins/multiplying factor at duty point,whichever is higher. . a).Upto 2 H.P. =1.50 (d) 10 to 20 H.P. =1.20 . b).2 to 5 H.P. =1.40 (e) 20 to 100 H.P. =1.15 . c) 5 to 10 H.P. =1.30 (f) Above 100 H.P. =1.10

Test Run :-16 Hours continueously for 7 days.

Providing and fixing Cast iron double flanged sluice valve of Kirloskar/Kilburn/IVC./Fouress /Gled/BHEL/Leader make of size mm.and Class PN 1.0 having one size higher to delivery size of Pump and capable of withstanding nominal seat pressure of 10.20Kgs/Cm². confirming to BIS 780-1984 (The size and class of valve shall be specified by the tenderer).

Providing and fixing of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader make Cast iron double flanged swing Check type Reflux Valve having bye pass arrangement and one size higher to delivery size of pump(size mm.dia and class PN 1.0 and shall be suitable for withstanding nominal seat pressure of 10.20 Kgs./cm² confirming to BIS 5312-1984 Part-II )(The size and class of valve shall be specified by the tenderer).

Supply of Kirloskar/Kilburn/IVC/Foluress/Gled/BHEL/Leader make Cast Iron double flanged Swing Check Type Reflux Valve having bye pass arrangement and of size equal to dia of Rising Main i.e. 125mm.& class PN 1.0 shall be suitable for withstanding nominal seat pressure of 10.20Kgs./Cm²).confirming to BIS 5312-1984

Providing and laying suitable size copper PVC.insulated armoured power 3.5 core cable of size mm² conforming to BIS-1554-Part-I -1988 or latest with uptodate ammendments Siemen/Gloster/ICC make from Meter of HPSEB. to MCB/OCB & from OCB to Busbar Switch & Starter(One cable carrying all three phases) including all other elecrc equipments/accessories such as thimbles,flexible pipe,solder,nuts & bolts,cable glands etc.laid in pipers or trenches size and make will be subject to approval of HPSEB.authorities. In case of non-acceptance by HPSEB.auithority shall have to be replaced by the tenderer free of cost.

Suppply side mm Square (The size of cable shall be specified by the tenderer).

Providing and laying PVC.jointless flat water proof copper cable mm² as per BIS-694-1990(Latest with uptodate ammend-ments) suitable for the pump set offered from OCB to Motor, Motor to Starter including all other electric equipment such as;thimbles,flexible pipe,solder,nuts & bolts,cable glands etc.laid in pipes or trenches under floor. The type and make will be subject to approval of HPSEB.authorities. In case of non-acceptance by HPSEB.authoirity,it shall have to be replaced by the tenderer free of cost.

Motor side mm Square (The size of cable shall be specified by the tenderer).

Providing and laying doub le loop earthing with copper plate 600x600x3mm.thick electrode complete with material such as;char coal,common salt,G.I.Pipes,thimbles,nuts & bolts,digging of pits,G.I.wiring and 25x5mm.copper strips of required capacity conforming to BIS-3043-1987 latest with uptodate ammendments for above motors and other electrical equipments.

Supply and erection of floor/wall mounted power factor shunt capacitor conforming to BIS-2834-1986 latest with upto-date ammendments BHEL/GEC/Machneil/Mager/Bajaj make to raise the prevailing power factor at site to 0.95 for direct connection to Induction Motor individually of required KVAR according to H.P.of Motor offered including Siemens/Gloster/ICC make from Busbar chamber to capacitor and also including LT/LK/Kilburn make ICTP.Switches conforming to BIS-4064-1978 or latest with HRC fuses(Range to be specified by the tenderer).

Supply of standard make circular dial pressure gauge of suitable range of Fiebeg/Bourden/Precision make with all accessories such as;stop cock,copper tubing etc.conforming to BIS-3624-1987 latest with uptodate ammendments.

Providing and laying of column assembly of suitabie dia and making connection with Rising Main(125mm dia)G.I.pipe (Medium class) Conforming to IS-1239 or MSERW.Pipe 4.8mm tick conforming to BIS 1978-82 considering site requirement duly flanged at every 3 Metre length with flanges conforming to BIS-6392-1971 (Table-5 )including tapers,flanges,rubber gaskets 3 mm thick as per BIS-2712-1978 ,nuts &bolts as per 1364-1983 as per .direction of Engineer-in-Charge or as per layout approved by the Engineer-in-Charge.The pipes shall be capable of withstanding 1.5 times the total pressure indicated in item No.1(xiii)

Suction Pipe mm. dia G.I.pipe (Medium class) Table-5 (The size of pipe shall be specified by the tenderer).

Delivery pipe mm. dia G.I.pipe (Medium class) Table-28 (The size of pipe shall be specified by the tenderer).

Common header mm. dia G.I.pipe (Medium class) Table-28 (The size of pipe shall be specified by the tenderer).

Erection of all equipments from S.No.22 to 25 & 27 including cost of tees, bends,tapers and any other fittings required as per conditions and as per directions of the Engineer-in-Charge.

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 or pumping out water, blasting soft /hard rock or chieselling soft /hard rock where blasting is prohibited in all lifts including trimming & dressing of sides leveling of beds to correct grade including shoring/strutting planking, timbering & dewatering wherever required stacking the serviceable and unserviceable material / soil separately and after laying, jointing and testing of pipes, returning the unserviceable soil in trenches in 15cm ( Fifteen centimeter) layers including consolidating of such deposited layer by ramming and watering & then disposing of all surplus excavated soil/ unserviceable material as directed within all leads and lifts including restoration of un-metalled surface to its original condition and including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respect with in all leads and lifts as per directions of Engineer-in-Charge.

Providing and laying cement concrete 1:6:12 ( 1 cement : 6 sand: 12 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-Charge.

R.R masonry/ploygonal rubble masonry (uncoursed/brought to courses) with hard stones of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12(1cement:6sand:12graded stone agg., 20mm nominal size) at plinth level in cement mortar 1:6 (1cement:6sand) complete in all respect within all leads and lifts as per the direction of Engineer-in-charge.

Brick work using common burnt clay building bricks of approved quality in super structure in cement mortar 1: 6 (1 cement : 6 sand) above plinth level up to floor two level (2nd class bricks) within all leads and lifts as per the direction of Engineer-in -Charge.

Providing and fixing pressed steel doors frames manufactured from commercial mild steel sheet of 1.25mm thickness including hinges jamb lock, jamb beed and if required angle threshold of mild steel angle of section 50x25mm or base ties of 1.25mm pressed mild steel welded or regidly fixed together by mechanical means, adjustable lugs with split and tails to each jamb including steel but things 2.5mm thick with guards, lock strike plate and shock as specified and applying a coat of approved steel primer after pretreatment of the surface complete in all respect within all leads and lifts as per the direction of Engineer-in-charge. (A). Profile-'A'

Providing and fixing panelled and glazed or panelled and glazed shutters for doors, windows and clerestory windows including bright finished / black enamelled iron butt hinges with necessary screws in 2nd. class deodar wood 40mm thick within all leads and lifts as per the direction of Engineer-in -Charge.

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 mtr and removal of the same for insitu-reinforced concrete & plain concrete work in:

Foundation,footing & bases of columns and the like mass concrete with in all leads and lifts complete in all respect. as per direction of Engineer-in-charge.

Flat surfaces such as soffits of suspended floors, roofs, landing and the line floor etc upto 200mm thickness complete in all respect within all eads and lifts as per direction of Engineer-in-charge.

Sides and soffits of beam,beam haunching,cantilever and bressumers and lintels not exceeding 1 mtr. In depth in all heights from floor complete in all respect within all eads and lifts as per direction of Engineer-in-charge.

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

Foundation,footing & bases of columns and the like mass concrete with in all leads and lifts as per the direction of Engineer-in-Charge.

Suspended floor roofs, landing & shelves and their support balconies,beams, girders, bressumers and cantilever upto floor two level within all leads and lifts as per the direction of Engineer-in-Charge.

Providing tor steel reinforcement for RCC.work including bending, binding and placing in position complete upto floor two level within all leads and lifts as per the direction of Engineer-in- Charge.

Half brick work using common burnt clay building bricks in superstructure above 1st floor level in cement mortar 1:4( 1Cement, 4 Sand ) of 2nd class bricks complete in all respect with in all leads and lifts.

Pointing on brick work with cement mortar 1:3 ( 1 cement, 3 sand ) with in all leads and lifts complete in all respect.as per the direction of Engineer-in-Charge.

Providing and laying brick tiles over mumty roofs grouted with cement mortar 1:3 ( 1 cement,3 sand ) over a 12 mm layer of C.M 1:3 ( 1 cement, 3 sand ) and finished neat with in all leads and lifts complete in all respect.as per the direction of Engineer-in-Charge.

6 mm cement plaster to ceiling in cement mortar 1 : 3 ( 1cement : 3 sand) within all leads and lifts as per the direction of Engineer-in -Charge.

15mm cement plaster in single on rough side of brick / concrete /stone masonery wall for interior plastering up to floor two level including arrises, internal rounded angles chamfers and or rounded angles not exceeding 80mm in girth and finished even and smoth in cement mortar 1 : 6 ( 1cement : 6 sand ) within all leads and lifts as per the direction of Engineer-in -Charge.

20mm cement plaster in two on rough side of brick / concrete /stone masonery wall for interior plastering up to floor two level including arrises, internal rounded angles chamfers and or rounded angles not exceeding 80mm in girth and finished even and smoth in cement mortar 1 : 6 ( 1cement : 6 sand ) within all leads and lifts as per the direction of Engineer-in -Charge.

Providing and fixing M.S. grills of required pattern in wooden frames of windows etc. with M.S. Flats square or round bars with round headed bolts and nuts or by screws plain grill within all leads and lifts as per the direction of Engineer-in -Charge.

Providing & fixing wire gauge shutters using galvanized MS wire gauge of IS gauge designation 85 G. with wire of dia. 0.56 mm for doors,windows & clerestrey windows including bright finished black enameled iron hinges with necessary screws.

Stone / boulder filling under floor within all leads and lifts as per the direction of Engineer-in -Charge.

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

Providing 40x3 mm 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 ( 1 cement : 3 sand: 6 graded stone aggregate 20mm nominal size) within all leads and lifts as per the direction of Engineer -in- Charges.

Providing and fixing M.S. fan clamp Type-1 of 16mm dia M.S. bar bent to shape with hooked ends in RCC slab during laying including painting the exposed portion of loop, all as per standard design complete within all leads and lifts as per the direction of Engineer-in -Charge.

White washing with lime on undecorated wall surface ( two coat ) to give an even shade including throughly brooming the surface to remove all dirt, dust and other foreign matter within all leads and lifts as per the direction of Engineer-in -Charge.

Distempering (two coat) with oil bound washable distempering of approved brand and manufacture and of required shade on undecorated wall surface to give an even shade over and including primer coat of white after thoroughly brushing the surface free from mortar droppings and other foreign matter including preparing the surface even and sand papered smooth complete in all respect within all leads and lifts as per direction of Engineer-in-charge.

Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on undecorated wall surface(two coat ) to give an even shade after throughly brushing the surface to remove all dirt and remains of loose powered materials within all leads and lifts as per the direction of Engineer -in- Charges.

Pproviding and fixing M.S. sliding door bolts bright finished or / and black enamelled with bolts and nuts screws etc. (250x16mm) within all leads and lifts as per the direction of Engineer-in -Charge.

Providing and fixing M.S. Tower bolts ( barrel type ) with nessary screws (200x10mm) within all leads and lifts as per the direction of Engineer-in -Charge.

Providing and fixing M.S. handles with nessary screws complete 100mm within all leads and lifts as per the direction of Engineer-in -Charge.

Painting two coat (excluding priming coat) on previously painted steel and othermetal surfaces with enamel paint brushing to give an even shade including cleaning the surface of all dirt,dust and other foreign matter With Enamel paint other than white complete in all respect as per the direction of Engineer -in- Charge.

Precast terrazzo tiles hydraulic compressed 20mm thick with marble chips of specified sizes laid in floors, treads and landings on a bed of 25mm average thickness cement mortar 1 : 6 ( 1cement : 6 sand) jointed with neat cement slurry mixed with pigment to match the shade of tiles (wherever required) including rubbing and polishing complete with tiles of silver gray shade within all leads and lifts as per the direction of Engineer-in -Charge.

Construction of Toilet 1.00X1.00 mtr. Size of standard height and depth made of RCC planks frame and shutter of angle iron and plain CGI sheet WC Indian type and pit including excavation of toilet foundation and soak pit all kinds of soil and disposal of surplus excavated earth, filling with course sand, cement concrete flooring 1:2:4( 1 cement:2 sand: 4 graded stone aggregate 20mm nominal size) for rural sanitation system in all leads and lifts as per standard design and drawing or as per the direction of Engineer-in-charge.

Providing and laying cement concrete 1:4:8( 1 cement : 4 sand: 8 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-Charge.

Steel work welded in built-up section, trusses and framed work including cutting hoisting, fixing in position and applying a priming coat of red lead paint in beams joists channels, angle cleats as in main and cross beam, hip and jack rafters, purlins connected to common rafters, steel gate and like within all leads and lifts as per the direction of Engineer-in- Charge.

Steel work in single sections including curing,hoisting in position and applying in priming coat of red lead paint in R.S.joists channels,angles,tees etc.( 65mmx65mmx6mm)with in all lead and lifts.as per the directions and satisfactions of the Engieer-in-Charge.

Supplying & fixing galvanised steel barbed wire (IS:278-1962 Type-1) weighting 9.38 Kg per 100 metres (Menimum) straining and fixing to any type of standard rails staining bolt including securing with and provision of galvanised mild steel wire staples or steel pins etc. as directed ( posts and struts of wood concrete, steel etc. and straining bolts shall be paid for seperately) within all leads and lifts as per the direction of Engineer-in- Charge.

Laying,jointing and testing of galvanised mild steel duly flanged after every fifth pipe. with intermediate circumfesential butt welded joints of below mentioned dia and class i/c.cost of flange,bends,tees etc. The fixing of M.S.Flanges as per IS-814:1967 should be done on both faces to make the joint leak proof and capable withstand the required Hydraulic pressure. The flanges should conform 6392-1971 with specified number and size of M.S.nuts and bolts as per Table mentioned below and ISI-MarkedSBR rubber flange gasket not less than 3mm.thick(Excavation in trenches etc.to be measured and paid for for separately).

Stage-1st.

125mm dia (Medium class) Table-5 (Medium class)

Stage-2nd.

125mm dia (Medium class) Table-5 (Medium class)

Phase-2nd

Stage1st

80 mm dia (Medium class) Table-5 (Medium class)

Stage-2nd.

65 mm dia (Medium class) Table-5 (Medium class)

Construction of reinforcement cement concrete circular over the ground tank 65000 littres capacity,at Node No 1 including supply of design and structual drawing subject to approval of the same from the competent authority before starting the work including carriage of material within all leads and lifts of complete . Reservoirs should comprise of following :-

Providing and fixing Inlet, G.I pipe 50mm dia and Outlet, Scour & Over flow G.I pipe 80mm dia and length maximum six meter each including by pass arrangement, Sluice valve and pipe fittings all diameters.(Pipe shall be supplyed by the Department)

Providing and fixing 2mm thick M.S. sheet man hole cover of size 0.60X0.60 metre welded with bottom frame size 0.60X0.60 metre of angle iron size 40X40X6mm and cover frame of M.S angle iron size 25X25X5mm using central cross pipces along with locking arrangement and welding complete and applying a primer coat of red lead paint ( the weight of cover and frame to be not less than 20.15 kg.).

Providing and fixing of galvanised iron pipe M.S. Angle iron ladder from man hole to bottom of reservoir and from ground level to top of proof up to manhole.

Cast iron ventilater pipe with cowl mosquito to proof cover of suficient length suitable for under ground reservior..

All other required accessories such as bell mouth, control valve for outlet, inlet and by pass line lighting conductor (if required ) water level quard (indicator).

All the fitting shall be embadded in the structure whole the work is in progress.

All connection shall be left out side the structure with sluice valve/control valve in position ready for connection with in coming and outgoing pipes, all sluice valve /control valve shall be of Kartar/KSB/Leader/Kirloskar make and the scope of supply & errection shall be in scope of contrsctor.

All these above fitting shal conform to the relevent I.S. code

Construction of reinforcement cement concrete circular over head tank 210000 littres capacity,with 20 mtr staging height, at Node No 2 including supply of design and structual drawing subject to approval of the same from the competent authority before starting the work including carriage of material within all leads and lifts of complete . Reservoirs should comprise of following :-

Providing and fixing Inlet, Outlet, Scour & Over flow G.I pipe 50mm dia and length maximum ten meter each including by pass arrangement, Sluice valve and pipe fittings all diameters.(Pipe shall be supplyed by the Department)

Providing and fixing 2mm thick M.S. sheet man hole cover of size 0.60X0.60 metre welded with bottom frame size 0.60X0.60 metre of angle iron size 40X40X6mm and cover frame of M.S angle iron size 25X25X5mm using central cross pipces along with locking arrangement and welding complete and applying a primer coat of red lead paint ( the weight of cover and frame to be not less than 20.15 kg.).

Providing and fixing of galvanised iron pipe M.S. Angle iron ladder from man hole to bottom of reservoir and from ground level to top of proof up to manhole.

Cast iron ventilater pipe with cowl mosquito to proof cover of suficient length suitable for under ground reservior..

All other required accessories such as bell mouth, control valve for outlet, inlet and by pass line lighting conductor (if required ) water level quard (indicator).

All the fitting shall be embadded in the structure whole the work is in progress.

All connection shall be left out side the structure with sluice valve/control valve in position ready for connection with in coming and outgoing pipes, all sluice valve /control valve shall be of Kartar/KSB/Leader/Kirloskar make and the scope of supply & errection shall be in scope of contrsctor.

All these above fitting shal conform to the relevent I.S. code

Construction of reinforcement cement concrete circular over head tank 92000 littres capacity,with 10 mtr staging height, at Node No 3 including supply of design and structual drawing subject to approval of the same from the competent authority before starting the work including carriage of material within all leads and lifts of complete . Reservoirs should comprise of following :-

Providing and fixing Inlet, Outlet, Scour & Over flow G.I pipe 50mm dia and length maximum ten meter each including by pass arrangement, Sluice valve and pipe fittings all diameters.(Pipe shall be supplyed by the Department)

Providing and fixing 2mm thick M.S. sheet man hole cover of size 0.60X0.60 metre welded with bottom frame size 0.60X0.60 metre of angle iron size 40X40X6mm and cover frame of M.S angle iron size 25X25X5mm using central cross pipces along with locking arrangement and welding complete and applying a primer coat of red lead paint ( the weight of cover and frame to be not less than 20.15 kg.).

Providing and fixing of galvanised iron pipe M.S. Angle iron ladder from man hole to bottom of reservoir and from ground level to top of proof up to manhole.

Cast iron ventilater pipe with cowl mosquito to proof cover of suficient length suitable for under ground reservior..

All other required accessories such as bell mouth, control valve for outlet, inlet and by pass line lighting conductor (if required ) water level quard (indicator).

All the fitting shall be embadded in the structure whole the work is in progress.

All connection shall be left out side the structure with sluice valve/control valve in position ready for connection with in coming and outgoing pipes, all sluice valve /control valve shall be of Kartar/KSB/Leader/Kirloskar make and the scope of supply & errection shall be in scope of contrsctor.

All these above fitting shal conform to the relevent I.S. code

Construction of reinforcement cement concrete circular over head tank 35000 littres capacity,with 10 mtr staging height, at Node No 4 including supply of design and structual drawing subject to approval of the same from the competent authority before starting the work including carriage of material within all leads and lifts of complete . Reservoirs should comprise of following :-

Providing and fixing Inlet, Outlet, Scour & Over flow G.I pipe 50mm dia and length maximum ten meter each including by pass arrangement, Sluice valve and pipe fittings all diameters.(Pipe shall be supplyed by the Department)

Providing and fixing 2mm thick M.S. sheet man hole cover of size 0.60X0.60 metre welded with bottom frame size 0.60X0.60 metre of angle iron size 40X40X6mm and cover frame of M.S angle iron size 25X25X5mm using central cross pipces along with locking arrangement and welding complete and applying a primer coat of red lead paint ( the weight of cover and frame to be not less than 20.15 kg.).

Providing and fixing of galvanised iron pipe M.S. Angle iron ladder from man hole to bottom of reservoir and from ground level to top of proof up to manhole.

Cast iron ventilater pipe with cowl mosquito to proof cover of suficient length suitable for under ground reservior..

All other required accessories such as bell mouth, control valve for outlet, inlet and by pass line lighting conductor (if required ) water level quard (indicator).

All the fitting shall be embadded in the structure whole the work is in progress.

All connection shall be left out side the structure with sluice valve/control valve in position ready for connection with in coming and outgoing pipes, all sluice valve /control valve shall be of Kartar/KSB/Leader/Kirloskar make and the scope of supply & errection shall be in scope of contrsctor.

All these above fitting shal conform to the relevent I.S. code

Sarabjit Singh Katoch

Sanjay Gaur

sadeep kumar