Augmentation and Integration of various Water supply schemes of Matiana, Kumarsain, Sainj and surrounding villages in Distt. Shimla H.P.

Amount

C/O STORAGE TANKS. Resurvey, Designing, Constructing, Testing & Commissioning RCC Circular under ground/partial under ground storage reservoirs as per capacity given below at various stages/sites inclusive of site development and excavation in all kinds and types of strata , soil strata including dewatering in ,concrete mix of M 30 mix concrete but not less than 1:1.5:3 nominal mix in foundation, walls, bottom slab of roof slab, roof slab/dome with smooth finishing in 1:3 inside the tank , all alied Civil Works, Site development, cutting/excavation in all kinds of soils, C/o PCC/RCC Retaining walls, Breast walls,refilling and disposing of surplus stuff within all leads and lift, labour and material charges. The job also includes cost of providing lowering, laying, erecting , hoisting and jointing of pipe assembly for inlet , outlet , overflow and scour pipe with bye pass arrangement consisting of G.I./M.S. pipes specials and valves/acuated valves of required classes and dia and all other accessories required such as M.S. ladders inside and outside, C.I. Cowl type ventilator, SFRC manhole cover including frames and cover ( Medium Duty) with proper locking arrangement, water level indicator, RCC chambers for all valves,ventilating shafts shall also be provided including all leads and lifts and as per entire satisfaction of Engineer - in - charge The tanks shall be hydraulically tested for water tightness. All works shall be conforming to relevant IS Code .The cost of valves shall be included in the rates of tanks . Battery Limit shall be considered as 3.00 m from the edge of the structure or the boundary of the land whichever is less. The rates quoted by the contractor shall be for the complete work. All ancilliary works and accessories required to make the system fully functional shall be included in the cost of work. Nothing extra shall be paid on this account.The work shall include supplying of 5 sets of structural design and drawing,without any extra cost, which shall be be got approved from the competant authority of the department. The other requirement/ specifications and shall be as per T/Bid. with in all leads and lifts as per direction and entire satisfaction of Engineer - in - Charge.

Stoarge Tank at Devjubbar (Node 19) 172600 ltrs capacity.

Stoarge Tank at Hawan (Node 2) 85000 ltrs capacity.

Stoarge Tank at Sara (Node 13) 50000 ltrs capacity.

Stoarge Tank at Jamaila (Node 37) 89700 ltrs capacity.

Stoarge Tank at Zone - 4 (Point-2) 248000 ltrs capacity.

Stoarge Tank at Zone - 5 (Point-3) 75000 ltrs capacity.

Stoarge Tank at Zone - 5 (Point-18) 75000 ltrs capacity.

Stoarge Tank at Zone - 5 (Point- 4) 50000 ltrs capacity.

Stoarge Tank at Zone - 5 (Point- 6) 70000 ltrs capacity.

Stoarge Tank at Zone - 5 (Point- 7) 150000 ltrs capacity.

Stoarge Tank at Zone - 5 (Point- 20) 150000 ltrs capacity.

Stoarge Tank at Zone - 5 (Point-9) 240000 ltrs capacity.

Stoarge Tank at Zone - 5 (Point-16) 240000 ltrs capacity.

Stoarge Tank at Zone - 5 (Point-10) 85000 ltrs capacity.

Stoarge Tank at Zone - 5 (Point-12) 140000 ltrs capacity.

Stoarge Tank at Zone - 5 (Point-14) 140000 ltrs capacity.

Stoarge Tank at Zone - 5 (Point-15) 180000 ltrs capacity.

Stoarge Tank at Zone - 5 (Point- 21) 60000 ltrs capacity.

Stoarge Tank at Zone - 5 (Point- 22) 115000 ltrs capacity.

Stoarge Tank at Zone - 5 (Point- 24) 65000 ltrs capacity.

Stoarge Tank at Zone - 5 (Point- 25) 20000 ltrs capacity.

Stoarge Tank at Zone - 5 (Point- 26) 30000 ltrs capacity.

Stoarge Tank at Zone - 6 (Point-3) 27600 ltrs capacity.

Stoarge Tank at Zone - 6 (Point-5) 83700 ltrs capacity.

Stoarge Tank at Zone - 6 (Point-7) 15000 ltrs capacity.

Stoarge Tank at Zone - 6 (Point-8) 61000 ltrs capacity.

Stoarge Tank at Zone - 6 (Point-9) 27000 ltrs capacity.

Stoarge Tank at Zone - 6 (Point-11) 19000 ltrs capacity.

Stoarge Tank at Zone - 6 (Point-12) 43300 ltrs capacity.

Stoarge Tank at Zone - 6 (Point-13) 17000 ltrs capacity.

Stoarge Tank at Zone - 6 (Point-17) 17000 ltrs capacity.

Stoarge Tank at Zone - 6 (Point-15) 12800 ltrs capacity.

Stoarge Tank at Zone - 6 (Point-18) 35900 ltrs capacity.

SUPPLY & ERRECTION OF CENTRIFUGAL PUMPING MACHINARY WITH ALLIED ACCESSORIES 1ST STAGE AT CHAROTA WITH AUTOMATION

Supply, erection, testing & commissioning with automation of horizontal spindle,horizontal split casing,radial split Single,/Multistages star rated centrifugal pumps or combination of pumps, of recommended make of standarad make such as KSB/ Mather & Platt/ Jyoti /Kirloskar/ Beaconweir /BS & BE/Jyoti or of approved make by JSV (list attached) conforming to BIS 1520-1980 with upto date ammendments read with BIS 9137-1978 or latest edition to handle clear water having turbidity up to 50 ppm. with bronze impelleres,casing ring, priming funnels & shaft sleeves of bronze, shaft of steel grade 45C8/ EN8 with cast iron casing of suitable capacity coupled directly through a flexible coupling on a common base plate of cast steel /Mild steel to BHEL /Kirlokar/ NGEF/ Crompton / Siemen/Jyoti /GEC make slip ring /squirrel cage screen protected drip proof induction electric motor suitable for operation on the data given below. including all leads and lifts and as per entire satisfaction of Engineer - in - charge

Total Head (1st stage) :- 1132.70 mtrs. Static Head: 1115 Mtrs.

Capacity :- 37.00 lps of each pump set. (3 sets of 950 HP) ( 2 Nos. pump set will be run at a time and 1 No. will act as standbye).

Dia of R/Main:- 350 mm.

SITE CONDITIONS:-

Location of Site:-

The altitude of place in which the motor is intended to work in ordinary service (in metres) :- To be filled by the Engineer Incharge.

Humidity:- Weather generally remains humid during monsoon season.

Nature of atmosphere:-

Detail of quality of water:- Clear cold water

Water free from sand or not :- Yes

Water corosive or not :- Not

Turbidity (if any):- 1.5 NTU.

NPSH available:- Positive suction.

Any other information or requirement:-

OPERATING CONDITIONS:-

Type of current:- AC three/single phase

Operating frequency:- 50 HZ

Rated voltage:- 415(+/-15 ) volts

System of earthing if any to to be adopted.:- Double loop earthing as per BIS 3043-1987 latest with upto date ammendments

No. of working hours per day:- 16 hours

Speed of revolution in RPM:- To be quoted by tenderer

Direction of rotation:- To be quoted by tenderer

The max. Temp. of cooling air & water in the place in which the motor is intented to work in ordinary service.:- 35 Degree Centigrade

MOTOR:-

Ref. to BIS code:- BIS 325-1978 read with BIS 900-1992 (latest)with upto date ammendments

Type of enclosure of motor:- SPDP(as per BIS 4691-1985 (latest)

Type of duty:- Continuous as per IS-12824-1989 or latest with up to date ammendments

Mechanical out put in KW:- Suitable for driving centrifugal pumps required for duties specified against pumps.To avoid overloading of motor a margin of about 15-20% may be kept in the rated out put of prime mover.

Class of insulation:- Class ~B~

Max.permissible temp.rise of motor reqd. if different from given in B(viii) above:- 16.5O

Particulars of test reqd. & where they are to be conducted:- As per terms & conditions

Motor :-slip-ring

Details of shaft extension reqd.:- Just sufficient to provide direct drive by flexible coupling to pump.

Type of slip-ring gear whether continouly rated or for starting purposes only & whether to be fitted with brush lifting or short circuit arrangements or both if interlocks are rquired.:- Continously rated for Squirrel cage/ Slipring motor

Breakway torque in terms of rated load torque & the corresponding breakway starting current which may be taken from the supply with the starting apparatus in circuit.:- Breakway torque to be given by the tenderer but the starting current should not exceed 2.5 times of the full load current.

Nature of load & any information regarding the driven machine which has a bearing upon the torque reqd. during the accelerated period, the kinetic energy of the moving parts to be accelrated & No.of starts during a specified period.:- Sufficient to work the pump offered

Where possible fault capacity of the system to which the motor is connected.:- The motor should be able to withstand initial current of 2.5 times the rated current for two minutes without suffering damages or permanent deformations.

PUMP :-BIS 1520-1980 read with BIS 9137-1978 both with up to date ammendments

Nos of pumps reqd.:- 3Nos pump 2 to work at a time independently and one will be act as stand bye.

Spare parts required:- For 10 years normal maintenance as recommended by manufacturer.

Optional fittings reqd.:- Air cock for exahausting air from each stage.

PUMP OPERATING CONDITIONS:-

Capacity (in LPS) 37.00 LPS by each pump set

Total head (in Mts).:- 1132.70 mtrs. Static Head: 1115.00 Mtrs

If total head is not known then following details be provided:-

i) Static head ( in mtrs) 1115 Mtrs.

ii) Minimum depth of water( in mtrs)

iii) Variation in water level ( in mtrs)

iv) Ground level to max. water level ( in mtrs)

v) Ground level to delivery point ( in mtrs)

vi) Pressure in the suction tank (in Kg/cm^2 )

vii) Pressure in the delivery tank (in Kg/cm^2 )

Length of R/Main (in metres):- 4860 mtrs

Dia of R/Main (in mm):- 350mm.

Drive arrangement:- Direct through flexible coupling on a common base plate

Drive type:- Electric driven

NPSH reqd.:- To be quoted by the tenderer

Limits of total head in which the pump is reqd. to operate.:- (-) 15% to (+) 10% of total head.

Suction/delivery size of pump:- To be specified by the tenderer

Efficiency of pump at:- To be specified by the tenderer

a) duty head

b) (+)10 % head

c) (-) 15 % head

Material of construction:- To be specified by the tenderer (manufacturer's certficate to be appended)

Programmable Logic Controller/RTU for Automatic motor and pump control with text HMI, multiple timings option settings, Separate 12 V dc SMPS UPS backup meeting the protection and control criteria enclosed at Annexure.II with data logger capable of generating log run report.related to current voltage, energy consumption discharge running hours frequency and other pump / motor characteristics, including all leads and lifts and as per entire satisfaction of Engineer - in - charge 1 each

Soft starter of appropriate rating for motor specified in technical specification for the purpose of controlled starting and stopping of the pump, with adjustable upper and lower voltage and current limit, including all leads and lifts and as per entire satisfaction of Engineer - in - charge 3 Each

Float type two point low/high level monitoring system of water supply tank ( Sump well) integrated with the Programmable Logic Controller for dry run protection and automatic pump control, including all leads and lifts and as per entire satisfaction of Engineer - in - charge 3 Each

Easy fault Diagnostics with led display for main supply missing or <75%, phase loss, phase reversal & other errors, including all leads and lifts and as per entire satisfaction of Engineer - in - charge

Automatic Phase reversal rectifier of appropriate capacity suitable for the above specified motor , including all leads and lifts and as per entire satisfaction of Engineer - in - charge 3 Each

Frequency Meter for AC supply of appropriate capacity suitable for the above specified motor , including all leads and lifts and as per entire satisfaction of Engineer - in - charge 3 Each

MCCB of appropriate capacity suitable for the above specified motor in AnnexureA-I for mains ON/Off to the panel, including all leads and lifts and as per entire satisfaction of Engineer - in - charge 3 Each

Indicator for mains ON-OFF, System Standby- Overload - Run, Sump Empty - Full, RYB Phase. including all leads and lifts and as per entire satisfaction of Engineer - in - charge 3 Each

Motor Protection Circuit Breaker for 3 phase/3 wire under voltage/over voltage protection, short circuit protection, overload protection, phase loss, phase reversal protection and motor disconnect function, including all leads and lifts and as per entire satisfaction of Engineer - in - charge 3 Each

Rust free powder coated Control panel suitable for housing all the above listed electrical and electronics components, including all leads and lifts and as per entire satisfaction of Engineer - in - charge 3 Job

Earth leakage circuit breaker/relay of recommended make such as Kilburn/L&T/MET/GEC conforming to BIS-2516-1977 with upto date ammendments and of suitaible range which should have control box, oprating handel and trip/reset push 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 CTS. It should also be fitted earth fault for tripping of breaker on occurance of earth fault on/ of breaker load side compatible with the automation system, including all leads and lifts and as per entire satisfaction of Engineer - in - charge 3 Each

Supply of Kirloskar/Leader/KSB/fouress/pellicon make of cast steel double flanged Automated / Self Actuated sluice valve having size one size higher than the nominal delivery size of pump and capable of withstanding nominal seat pressure & conforming to BIS/API-standards with up to date ammendments for delivery line of pump (including one No for common header) including all leads and lifts and as per entire satisfaction of Engineer - in - charge (NOTE:- The sluice valve shall conform to BIS 780-1984 latest with up to date ammendments However, if the seat pressure exceeds the limits prescribed in BIS 780 then the sluice valves shall be of cast steel conforming to class ASA 900 (seat pressure 156 Kg/cm^2) as per BS 1414 (API 600) compatible with the automation system .including all lead and lift and entire satisfaction of Engineer -in- charge. 3 Each

Supply of Kirloskar/Leader/KSB/pelicon/Fouress make of suitable size cast iron/cast steel double flanged swing check type reflux valve for delivery line of pump having bye pass arrangement & size one size higher than the nominal delivery size of pump and capable of withstanding nominal seat pressure as mentionmed in item No. 31(a) & conforming to BIS/API-standards with up to date ammendments for delivery line of pump NOTE:- The reflux valve shall conform to BIS 5312-1984 (part I) latest with up to date ammendments. However if the seat pressure exceeds the limits prescribed in BIS 5312 then the reflux valves shall be of cast steel conforming to class ASA 900 (seat pressure 156 Kg/cm^2) as per BS-1414 (API 600) compatible with the automation system, including all leads and lifts and as per entire satisfaction of Engineer - in - charge 3 Each

Supply of Kirloskar/Leader/KSB/Pelocon/Fouress make of suitable size Cast Steel double flanged swing check type reflux valve having bye pass arrangement & size equal to dia of R/main for withstanding nominal seat pressure as per item No.3.27 (a) for Rising main. NOTE:- The reflux valve shall conform to BIS 5312-1984 (part I) latest with up to date ammendments. However if the seat pressure exceeds the limits prescribed in BIS 5312 then the reflux valves shall be of cast steel conforming to class ASA 900 (seat pressure 156 Kg/cm^2) as per BS 1414 (API 600) compatible with the automation system. 1 Each

Supply of Kirloskar/Leader/KSB/Pelocon/Fouress make cast iron flanged Sluice valve for suction pipe having size one larger than suction size of pump such that velocity of flow is not more than 3.00 mtr/sec. with strainer of dia equal three to four times of dia of suction pipe conforming to BIS/API-standards or latest with up to date ammendments. NOTE:- The C.I sluice valve PN 1.6 as per IS 2906-1998).compatible with the automation system, including all leads and lifts and as per entire satisfaction of Engineer - in - charge 3 Each

P/L suitable size copper PVC insulated armoured power three & half core cable conforming to BIS 1554 (Part I) -1988 or latest with up to date ammendments of Siemen/Gloster/ ICC/EICO /National /IEC make from meter of HPSEB to circuit breaker & from circuit breaker to bus bar 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, including all leads and lifts and as per entire satisfaction of Engineer - in - charge ( For 3 No pump sets). 1 Job

P/L suitable size copper PVC insulated armoured power three core cable conforming to BIS 1554 (part I)-1988 or latest with up to date ammendments of Siemen/ Gloster /ICC/ EICO/National / IEC make from switch to starter & starter to motor (one cable carrying all three phases) including all other electrical equipment /accesories such as thimbles,flexible pipes, 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, including all leads and lifts and as per entire satisfaction of Engineer - in - charge ( For 3 No pump sets). 1 Job

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,copper wiring & 32x5mm copper strips of required capacity conforming to BIS 3043-1987 latest with up to date ammendments suitable for above motors & other electrical equipments, including all leads and lifts and as per entire satisfaction of Engineer - in - charge 1 Job

Supply & errection of floor/wall mounted power factor shunt capacitor conforming to BIS 2834-1986 or latest with upto date ammendments of BHEL/GEC/Machneil/ Mager/Bajaj/L&T make to raise the prevailing power factor at site to 0.95 for direct connection to induction motor individually,of required KVAR according to HP of motor offered including cable Siemens/Gloster/ICC make from busbar chamber to capacitor & also including L&T//Kilburn/Standard/Siemen/Havells make ICTP switches conforming to BIS 4064-1978 or latest with HRC fuses (Range to be specified by the tenderer), including all leads and lifts and as per entire satisfaction of Engineer - in - charge 3 Each

Supply of 100mm dia circular dial pressure gauge of suitable range & standard make such as Fiebeg/Bourden/ Precision/ PREGA with all accessories such as stop cock,copper tubing etc. conforming to BIS 3624-1987 or latest with up to date ammendments, including all leads and lifts and as per entire satisfaction of Engineer - in - charge 3 Each

P/F double flanged suction, delivery pipe & common header considering site requirements, NPSH required & available & common header having area equal to two times the area of delivery branch of pump including tapers,flanges,rubber gaskets 3mm thick as per BIS-2712-1978 nuts & bolts as per 1364-1983 & special up to 5 mtrs. away from the outer wall of pump house as per layout drawings approved by Engineer-in-Charge. The pipes shall be capable of withstanding 1.5 times the total presure. The size of suction pipe shall be one or two sizes larger than the suction size of pump such that velocity of flow in suction pipe is not more than 3.00 mtr/sec & delivery pipe shall be of size one size larger than nominal delivery size of pump, including all leads and lifts and as per entire satisfaction of Engineer - in - charge NOTE:- Actual laying to be done as per final drawings to be approved by the Engineer in charge. 1 Job

Supply of antivibration pads conforming to BIS 6337-1971 or latest with upto date ammendments of suitable size for above machinery, including all leads and lifts and as per entire satisfaction of Engineer - in - charge 3 Each

Errection/commissioning and testing of all equipments i/c cost of tees,bends tapers & any other fittings required as per site conditions including all leads and lifts and as per entire satisfaction of Engineer - in - charge 1 Job

SUPPLY & ERRECTION OF CENTRIFUGAL PUMPING MACHINARY WITH ALLIED ACCESSORIES 2ND STAGE B AT MADHUBAN WITH AUTOMATION

Supply, erection, testing & commissioning with automation of horizontal spindle,horizontal split casing,radial split Single,/Multistages star rated centrifugal pumps or combination of pumps, of recommended make of standarad make such as KSB/ Mather & Platt/ Jyoti /Kirloskar/ Beaconweir /BS & BE/Jyoti or of approved make by JSV (list attached) conforming to BIS 1520-1980 with upto date ammendments read with BIS 9137-1978 or latest edition to handle clear water having turbidity up to 50 ppm. with bronze impelleres,casing ring, priming funnels & shaft sleeves of bronze, shaft of steel grade 45C8/ EN8 with cast iron casing of suitable capacity coupled directly through a flexible coupling on a common base plate of cast steel /Mild steel to BHEL /Kirlokar/ NGEF/ Crompton / Siemen/Jyoti /GEC make slip ring /squirrel cage screen protected drip proof induction electric motor suitable for operation on the data given below. including all leads and lifts and as per entire satisfaction of Engineer - in - charge

Total Head :- 1265.12 Mtrs Static Head:1145.00 mtrs.

Capacity :- 33.76 lps of each pump set. ( 3 sets of 1000 HP each)

Dia of R/Main:- 300 mm.

SITE CONDITIONS:-

Location of Site:-

The altitude of place in which the motor is intended to work in ordinary service (in metres) :- To be filled by the Engineer Incharge.

Humidity:- Weather generally remains humid during monsoon season.

Nature of atmosphere:-

Detail of quality of water:- Clear cold water

Water free from sand or not :- Yes

Water corosive or not :- Not

Turbidity (if any):- 1.5 NTU.

NPSH available:- Positive suction.

Any other information or requirement:-

OPERATING CONDITIONS:-

Type of current:- AC three/single phase

Operating frequency:- 50 HZ

Rated voltage:- 415(+/-15 ) volts

System of earthing if any to to be adopted.:- Double loop earthing as per BIS 3043-1987 latest with upto date ammendments

No. of working hours per day:- 16 hours

Speed of revolution in RPM:- To be quoted by tenderer

Direction of rotation:- To be quoted by tenderer

The max. Temp. of cooling air & water in the place in which the motor is intented to work in ordinary service.:- 35 Degree Centigrade

MOTOR:-

Ref. to BIS code:- BIS 325-1978 read with BIS 900-1992 (latest)with upto date ammendments

Type of enclosure of motor:- SPDP(as per BIS 4691-1985 (latest)

Type of duty:- Continuous as per IS-12824-1989 or latest with up to date ammendments

Mechanical out put in KW:- Suitable for driving centrifugal pumps required for duties specified against pumps.To avoid overloading of motor a margin of about 15-20% may be kept in the rated out put of prime mover.

Class of insulation:- Class ~B~

Max.permissible temp.rise of motor reqd. if different from given in B(viii) above:- 16.5O

Particulars of test reqd. & where they are to be conducted:- As per terms & conditions

Motor :-slip-ring

Details of shaft extension reqd.:- Just sufficient to provide direct drive by flexible coupling to pump.

Type of slip-ring gear whether continouly rated or for starting purposes only & whether to be fitted with brush lifting or short circuit arrangements or both if interlocks are rquired.:- Continously rated for Squirrel cage/ Slipring motor

Breakway torque in terms of rated load torque & the corresponding breakway starting current which may be taken from the supply with the starting apparatus in circuit.:- Breakway torque to be given by the tenderer but the starting current should not exceed 2.5 times of the full load current.

Nature of load & any information regarding the driven machine which has a bearing upon the torque reqd. during the accelerated period, the kinetic energy of the moving parts to be accelrated & No.of starts during a specified period.:- Sufficient to work the pump offered

Where possible fault capacity of the system to which the motor is connected.:- The motor should be able to withstand initial current of 2.5 times the rated current for two minutes without suffering damages or permanent deformations.

PUMP :-BIS 1520-1980 read with BIS 9137-1978 both with up to date ammendments

Nos of pumps reqd.:- 3Nos pump 2 to work at a time independently and one will be act as stand bye.

Spare parts required:- For 10 years normal maintenance as recommended by manufacturer.

Optional fittings reqd.:- Air cock for exahausting air from each stage.

PUMP OPERATING CONDITIONS:-

Capacity (in LPS) 33.76 LPS by each pump set

Total head (in Mts).:- 1265.12 Mtrs

If total head is not known then following details be provided:-

i) Static head ( in mtrs) 1145.00 mtrs.

ii) Minimum depth of water( in mtrs)

iii) Variation in water level ( in mtrs)

iv) Ground level to max. water level ( in mtrs)

v) Ground level to delivery point ( in mtrs)

vi) Pressure in the suction tank (in Kg/cm^2 )

vii) Pressure in the delivery tank (in Kg/cm^2 )

Length of R/Main (in metres):- 22000 mtrs

Dia of R/Main (in mm):- 300 mm.

Drive arrangement:- Direct through flexible coupling on a common base plate

Drive type:- Electric driven

NPSH reqd.:- To be quoted by the tenderer

Limits of total head in which the pump is reqd. to operate.:- (-) 15% to (+) 10% of total head.

Suction/delivery size of pump:- To be specified by the tenderer

Efficiency of pump at:- To be specified by the tenderer

a) duty head

b) (+)10 % head

c) (-) 15 % head

Material of construction:- To be specified by the tenderer (manufacturer~s certficate to be appended)

Programmable Logic Controlle/RTU for Automatic motor and pump control with text HMI, multiple timings option settings, Separate 12 V dc SMPS UPS backup meeting the protection and control criteria enclosed in technical specification with data logger capable of generating log run report.related to current voltage, energy consumption discharge running hours frequency and other pump / motor characteristics including all leads and lifts and as per entire satisfaction of Engineer - in - charge 1 Each

Soft starter of appropriate rating for motor specified in technical specification for the purpose of controlled starting and stopping of the pump, with adjustable upper and lower voltage and current limit, including all leads and lifts and as per entire satisfaction of Engineer - in - charge 3 Each

Float type two point low/high level monitoring system of water supply tank ( Sump well) integrated with the Programmable Logic Controller for dry run protection and automatic pump control, including all leads and lifts and as per entire satisfaction of Engineer - in - charge 3 Each

Easy fault Diagnostics with led display for main supply missing or <75%, phase loss, phase reversal & other errors, including all leads and lifts and as per entire satisfaction of Engineer - in - charge 3 Each

Automatic Phase reversal rectifier of appropriate capacity suitable for the above specified motor , including all leads and lifts and as per entire satisfaction of Engineer - in - charge 3 Each

Ammeter for AC supply of appropriate capacity suitable for the above specified motor in Annexure, including all leads and lifts and as per entire satisfaction of Engineer - in - charge 3 Each

Frequency Meter for AC supply of appropriate capacity suitable for the above specified motor , including all leads and lifts and as per entire satisfaction of Engineer - in - charge 3 Each

Voltmeter AC supply of appropriate capacfity suitable for the above specified motor , including all leads and lifts and as per entire satisfaction of Engineer - in - charge 3 Each

MCCB of appropriate capacity suitable for the above specified motor for mains ON/Off to the panel, including all leads and lifts and as per entire satisfaction of Engineer - in - charge 3 Each

Indicator for mains ON-OFF, System Standby- Overload - Run, Sump Empty - Full, RYB Phase, including all leads and lifts and as per entire satisfaction of Engineer - in - charge 3 Each

Motor Protection Circuit Breaker for 3 phase/3 wire under voltage/over voltage protection, short circuit protection, overload protection, phase loss, phase reversal protection and motor disconnect function, including all leads and lifts and as per entire satisfaction of Engineer - in - charge 3 Each

Rust free powder coated Control panel suitable for housing all the above listed electrical and electronics components, including all leads and lifts and as per entire satisfaction of Engineer - in - charge 3 Job

Earth leakage circuit breaker/relay of recommended make such as Kilburn/L&T/MET/GEC conforming to BIS-2516-1977 with upto date ammendments and of suitaible range which should have control box, oprating handel and trip/reset push 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 CTS. It should also be fitted earth fault for tripping of breaker on occurance of earth fault on/ of breaker load side compatible with the automation system, including all leads and lifts and as per entire satisfaction of Engineer - in - charge 3 Each

Supply of Kirloskar/Leader/KSB/fouress/pellicon make of cast steel double flanged Automated / Self Actuated sluice valve having size one size higher than the nominal delivery size of pump and capable of withstanding nominal seat pressure. & conforming to BIS/API-standards with up to date ammendments for delivery line of pump (including one No for common header). (NOTE:- The sluice valve shall conform to BIS 780-1984 latest with up to date ammendments However, if the seat pressure exceeds the limits prescribed in BIS 780 then the sluice valves shall be of cast steel conforming to class ASA 300 (seat pressure 52 Kg/cm^2) as per BS 1414 (API 600) compatible with the automation system, including all leads and lifts and as per entire satisfaction of Engineer - in - charge 3 Each

Supply of Kirloskar/Leader/KSB/pelicon/Fouress make of suitable size cast steel double flanged swing check type reflux valve for delivery line of pump having bye pass arrangement & size one size higher than the nominal delivery size of pump and capable of withstanding nominal seat pressure as mentionmed in item No. 31(a) & conforming to BIS/API-standards with up to date ammendments for delivery line of pump NOTE:- The reflux valve shall conform to BIS 5312-1984 (part I) latest with up to date ammendments. However if the seat pressure exceeds the limits prescribed in BIS 5312 then the reflux valves shall be of cast steel conforming to class ASA 300 (seat pressure 52 Kg/cm^2) as per BS-1414 (API 600) compatible with the automation system, including all leads and lifts and as per entire satisfaction of Engineer - in - charge 3 Each

Supply of Kirloskar/Leader/KSB/Pelocon/Fouress make of suitable size Cast Steel double flanged swing check type reflux valve having bye pass arrangement & size equal to dia of R/main for withstanding nominal seat pressure for Rising main. NOTE:- The reflux valve shall conform to BIS 5312-1984 (part I) latest with up to date ammendments. However if the seat pressure exceeds the limits prescribed in BIS 5312 then the reflux valves shall be of cast steel conforming to class ASA 300 (seat pressure 52 Kg/cm^2) as per BS 1414 (API 600) compatible with the automation system, including all leads and lifts and as per entire satisfaction of Engineer - in - charge 1 Each

Supply of Kirloskar/Leader/KSB/Pelocon/Fouress make cast iron flanged Sluice valve for suction pipe having size one larger than suction size of pump such that velocity of flow is not more than 3.00 mtr/sec. with strainer of dia equal three to four times of dia of suction pipe conforming to BIS/API-standards or latest with up to date ammendments. NOTE:- The C.I sluice valve PN 1.6 as per IS 2906-1998).compatible with the automation system, including all leads and lifts and as per entire satisfaction of Engineer - in - charge 3 Each

P/L suitable size copper PVC insulated armoured power three & half core cable conforming to BIS 1554 (Part I) -1988 or latest with up to date ammendments of Siemen/Gloster/ ICC/EICO /National /IEC make from meter of HPSEB to circuit breaker & from circuit breaker to bus bar 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, including all leads and lifts and as per entire satisfaction of Engineer - in - charge ( For 3 No pump sets). 1 Job

P/L suitable size copper PVC insulated armoured power three core cable conforming to BIS 1554 (part I)-1988 or latest with up to date ammendments of Siemen/ Gloster /ICC/ EICO/National / IEC make from switch to starter & starter to motor (one cable carrying all three phases) including all other electrical equipment /accesories such as thimbles,flexible pipes, 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, including all leads and lifts and as per entire satisfaction of Engineer - in - charge ( For 3 No pump sets). 1 Job

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,copper wiring & 32x5mm copper strips of required capacity conforming to BIS 3043-1987 latest with up to date ammendments suitable for above motors & other electrical equipments, including all leads and lifts and as per entire satisfaction of Engineer - in - charge 1 Job

Supply & errection of floor/wall mounted power factor shunt capacitor conforming to BIS 2834-1986 or latest with upto date ammendments of BHEL/GEC/Machneil/ Mager/Bajaj/L&T make to raise the prevailing power factor at site to 0.95 for direct connection to induction motor individually,of required KVAR according to HP of motor offered including cable Siemens/Gloster/ICC make from busbar chamber to capacitor & also including L&T//Kilburn/Standard/Siemen/Havells make ICTP switches conforming to BIS 4064-1978 or latest with HRC fuses (Range to be specified by the tenderer), including all leads and lifts and as per entire satisfaction of Engineer - in - charge 3 Each

Supply of 100mm dia circular dial pressure gauge of suitable range & standard make such as Fiebeg/Bourden/ Precision/ PREGA with all accessories such as stop cock,copper tubing etc. conforming to BIS 3624-1987 or latest with up to date ammendments, including all leads and lifts and as per entire satisfaction of Engineer - in - charge 3 Each

P/F double flanged suction, delivery pipe & common header considering site requirements, NPSH required & available & common header having area equal to two times the area of delivery branch of pump including tapers,flanges,rubber gaskets 3mm thick as per BIS-2712-1978 nuts & bolts as per 1364-1983 & special up to 5 mtrs. away from the outer wall of pump house as per layout drawings approved by Engineer-in-Charge. The pipes shall be capable of withstanding 1.5 times the total presure indicated in item no. 31 (E)-(ii). The size of suction pipe shall be one or two sizes larger than the suction size of pump such that velocity of flow in suction pipe is not more than 3.00 mtr/sec & delivery pipe shall be of size one size larger than nominal delivery size of pump, including all leads and lifts and as per entire satisfaction of Engineer - in - charge NOTE:- Actual laying to be done as per final drawings to be approved by the Engineer in charge. 1 Job

Supply of antivibration pads conforming to BIS 6337-1971 or latest with upto date ammendments of suitable size for above machinery,including all lead and lift and entire satisfaction of Engineer -in- charge. 3 Each

Errection/commissioning and testing of all equipments i/c cost of tees,bends tapers & any other fittings required as per site conditions, including all leads and lifts and as per entire satisfaction of Engineer - in - charge. 1 Job

RISING MAIN 1ST STAGE RD 0 to 4860

Excavation in foundation, trenches etc. for pipes and pits upto all depths in in all classification of earth work all kinds of soil such as spade work, pick work, jumper work, blasting work,chiselling work , kankar, mooram singles including decomposed in soft /hard work ,chiselling/wedging out of hard and soft rocks where blasting is prohibited, in saturated soil including bailing out the watering, by cutting in slopes where ever required, in rocky portion suitable anchorage shall be provided (anchorage will be paid separately) and stacking the excavated materials not more than 3.00 meters clear from the edge of excavation and then returning the stacked soils in 15 cm (fifteen centi meter) layer when required into sides of trenches and above the laid pipes etc. consolidating in each deposited layer by ramming and watering and then disposing of all surplus excavated soil in all leads and 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 . After disposal ,the surface shall be neatly dressed and leveled and shoring to its original shape complete in all respect, including all leads and lifts and as per entire satisfaction of Engineer - in - charge

Providing,welding , laying, testing & commissioning at site in trenches bevelled ended BIS marked API pipe IS/ISO:3183-2007 Grade L485 or X70confirming to relevent codes & specification its equivalent latest with up to date ammendments of following dia with steel grade API pipe IS/ISO:3183-2007 Grade L485 or X70, having wall thickness & per Rmt weight as mentioned below & capable of withstanding required test pressure as prescribed in BIS code, in random lengths of 5.0 to 7.0 mtr. The pipe's ends shall be bevelled suitable for butt welding, including the cost of jointing with butt welding confirming to IS 816-1969 or latest as applicable ends with up to date ammendments (leak proof) in three layers at site of work with welding rods of standard make conforming to IS 814-1991 including die penentration test at site of work & all allied accessories whatever required for welding at site including tail pieces, tees, bends all degrees & other specials manufactured from parent pipes as applicable to the particular reach & of approved specification as per site conditions. and cutting of pipes wherever required as per site requirement i/c carriage in all leads & lifts and as directed by Engineer-Incharge. The pipe shall have's zinc coating inside & outside confirming to IS-4736-1986 or latest with up to date ammendments & shall be engraved with L485 or X70, The laying shall confirm to BIS 5822-1970 or latest with up to date ammendments DP test shall be performed to the entire satisfaction of the Engineer-Incharge (Earth work & cost of MS flanges not exceeding more than one pair in 100 meter length shall be measured & paid for seperately) including all leads and lifts and as per entire satisfaction of Engineer - in - charge

RD's Dia Wall thickness Grade Flange Table

Providing, welding and fixing M.S. plate flanges of various dia (nominal bore) of following Flange Tables confirming to IS 6392-1971 or latest with up to date ammendments to API/ MSERW after every 100 mtr. pipe or as per site requirement including cutting of of pipes wherever required, welding in three layers (leak proof) confirming to specifications as prescribed in relvent I.S. Code i.e. IS 816-1969 or latest as applicable with up to date ammendments with nuts, bolts & washers & specials etc. confirming to IS-1963 or latest with up to date ammendments including packing sheet i.e. asbestos fibre sheet minimum 3mm thick and painting with anticorosive paints complete in all respect including all leads and lifts and as per entire satisfaction of Engineer - in - charge

RD's Dia Wall thickness Grade Flange Table

CAST STEEL SLUICE VALVE (Ist STAGE).

Providing and fixing of Kirloskar/Leader/KSB make of double flanged cast steel sluice valve of various dia as per ISI mark complete in all respect as per direction of Engineer-in -Charge

RD's Dia Class

1000 350mm ASA 600

1500 350mm ASA 600

2000 350mm ASA 600

3000 350mm ASA 150

4000 350mm ASA150

4200 350mm ASA150

CAST STEEL NON RETURN VALVE (Ist STAGE).

Providing and fixing of Kirloskar/Leader/KSB make of double flanged cast steel NRV valve of various dia as per ISI mark complete in all respect as per direction of Engineer-in -Charge

RD's Dia Class

0 350mm ASA 900

1000 350mm ASA 600

2000 350mm ASA 600

3000 350mm ASA 150

4000 350mm ASA 150

CAST STEEL AIR RELEASE VALVE (Ist STAGE).

Providing and fixing of Kirloskar/Leader/KSB make of double flanged cast steel Air Release valve of 150mm dia as per ISI mark complete in all respect as per direction of Engineer-in -Charge

RD's Dia Class

4000 150mm ASA 150

RISING MAIN ( 2nd STAGE-B ) RD 0 to RD 22000

Excavation in foundation, trenches etc. for pipes and pits upto all depths in in all classification of earth work all kinds of soil such as spade work, pick work, jumper work, blasting work,chiselling work , kankar, mooram singles including decomposed in soft /hard work ,chiselling/wedging out of hard and soft rocks where blasting is prohibited, in saturated soil including bailing out the watering, by cutting in slopes where ever required, in rocky portion suitable anchorage shall be provided (anchorage will be paid separately) and stacking the excavated materials not more than 3.00 meters clear from the edge of excavation and then returning the stacked soils in 15 cm (fifteen centi meter) layer when required into sides of trenches and above the laid pipes etc. consolidating in each deposited layer by ramming and watering and then disposing of all surplus excavated soil in all leads and 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 . After disposal ,the surface shall be neatly dressed and leveled and shoring to its original shape complete in all respect, including all leads and lifts and as per entire satisfaction of Engineer - in - charge

Providing,welding , laying, testing & commissioning at site in trenches bevelled ended BIS marked API pipe IS/ISO:3183-2007 Grade L485 or X70 confirming to relevent codes & specification its equivalent latest with up to date ammendments of following dia with steel grade API pipe IS/ISO:3183-2007 Grade L485 or X70, having wall thickness & per Rmt weight as mentioned below & capable of withstanding required test pressure as prescribed in BIS code, in random lengths of 5.0 to 7.0 mtr. The pipe's ends shall be bevelled suitable for butt welding, including the cost of jointing with butt welding confirming to IS 816-1969 or latest as applicable ends with up to date ammendments (leak proof) in three layers at site of work with welding rods of standard make conforming to IS 814-1991 including die penentration test at site of work & all allied accessories whatever required for welding at site including tail pieces, tees, bends all degrees & other specials manufactured from parent pipes as applicable to the particular reach & of approved specification as per site conditions. and cutting of pipes wherever required as per site requirement i/c carriage in all leads & lifts and as directed by Engineer-Incharge. The pipe shall have's zinc coating inside & outside confirming to IS-4736-1986 or latest with up to date ammendments & shall be engraved with L485 or X70, The laying shall confirm to BIS 5822-1970 or latest with up to date ammendments DP test shall be performed to the entire satisfaction of the Engineer-Incharge (Earth work & cost of MS flanges not exceeding more than one pair in 100 meter length shall be measured & paid for seperately) including all leads and lifts and as per entire satisfaction of Engineer - in - charge

RD's Dia Wall thickness Grade Flange Table

Providing, welding and fixing M.S. plate flanges of various dia (nominal bore) of following Flange Tables confirming to IS 6392-1971 or latest with up to date ammendments to API after every 100 mtr. pipe or as per site requirement including cutting of of pipes wherever required, welding in three layers (leak proof) confirming to specifications as prescribed in relvent I.S. Code i.e. IS 816-1969 or latest as applicable with up to date ammendments with nuts, bolts & washers & specials etc. confirming to IS-1963 or latest with up to date ammendments including packing sheet i.e. asbestos fibre sheet minimum 3mm thick and painting with anticorosive paints complete in all respect including all leads and lifts and as per entire satisfaction of Engineer - in - charge

RD's Dia Wall thickness Grade Flange Table

CAST STEEL SLUICE VALVE (Ist STAGE).

Providing and fixing of Kirloskar/Leader/KSB make of double flanged cast steel sluice valve of various dia as per ISI mark complete in all respect as per direction of Engineer-in -Charge

RD's Dia Class

1000 300mm ASA 900

1700 300mm ASA 900

2000 300mm ASA 900

3000 300mm ASA 600

3360 300mm ASA 600

4000 300mm ASA 600

5000 300mm ASA 600

5050 300mm ASA 600

6000 300mm ASA 600

6720 300mm ASA 600

7000 300mm ASA 600

8000 300mm ASA 600

9000 300mm ASA 600

10000 300mm ASA 600

11000 300mm ASA 600

12000 300mm ASA 600

13000 300mm ASA 600

14000 300mm ASA 300

15000 300mm ASA 300

16000 300mm ASA 300

17000 300mm ASA 300

18000 300mm ASA 300

19000 300mm ASA 300

19320 300mm ASA 300

20000 300mm ASA 300

20160 300mm ASA150

21000 300mm ASA150

21990 300mm ASA150

CAST STEEL NON RETURN VALVE (Ist STAGE).

Providing and fixing of Kirloskar/Leader/KSB make of double flanged cast steel NRV valve of various dia as per ISI mark complete in all respect as per direction of Engineer-in -Charge

RD's Dia Class

0 300mm ASA 900

1000 300mm ASA 900

2000 300mm ASA 900

3000 300mm ASA 600

4000 300mm ASA 600

5000 300mm ASA 600

6000 300mm ASA 600

7000 300mm ASA 600

8000 300mm ASA 600

9000 300mm ASA 600

10000 300mm ASA 600

11000 300mm ASA 600

12000 300mm ASA 600

13000 300mm ASA 600

14000 300mm ASA 300

15000 300mm ASA 300

16000 300mm ASA 300

17000 300mm ASA 300

18000 300mm ASA 300

19000 300mm ASA 300

20000 300mm ASA 300

21000 300mm ASA150

21990 300mm ASA150

CAST STEEL AIR RELEASE VALVE (Ist STAGE).

Providing and fixing of Kirloskar/Leader/KSB make of double flanged cast steel Air Release valve of 150mm dia as per ISI mark complete in all respect as per direction of Engineer-in -Charge

RD's Dia Class

2950 150mm ASA 150

4600 150mm ASA 150

8000 150mm ASA 150

12600 150mm ASA 150

13860 150mm ASA 150

14700 150mm ASA 150

17000 150mm ASA 150

19320 150mm ASA 150

ANCHOR/THRUST BLOCK FOR RISING MAIN.

Excavation in foundation, trenches etc. for pipes and pits upto all depths in in all classification of earth work all kinds of soil such as spade work, pick work, jumper work, blasting work,chiselling work , kankar, mooram singles including decomposed in soft /hard work ,chiselling/wedging out of hard and soft rocks where blasting is prohibited, in saturated soil including bailing out the watering, by cutting in slopes where ever required, in rocky portion suitable anchorage shall be provided (anchorage will be paid separately) and stacking the excavated materials not more than 3.00 meters clear from the edge of excavation and then returning the stacked soils in 15 cm (fifteen centi meter) layer when required into sides of trenches and above the laid pipes etc. consolidating in each deposited layer by ramming and watering and then disposing of all surplus excavated soil in all leads and 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 . After disposal ,the surface shall be neatly dressed and leveled and shoring to its original shape complete in all respect, including all leads and lifts and as per entire satisfaction of Engineer - in - charge

Providing and laying cement concrete 1 : 2 : 4 ( 1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced cement concrete work complete as per direction & to the entire satisfaction of the Engineer-in-Charge. in :-

Providing tor steel reinforcement for RCC work in anchor blocks including bending binding and placing in position complete in all respect including all leads and lifts and as per entire satisfaction 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 propping etc. and the centring below supporting floor to ceiling not exceeding 4 mts. removal of the same for insitu reiforced concrete and plain concrete work in foundation, footing, basis of columns, anchor blocks , thrust blocks and the like mass concrete including entire carriaage of materials including all leads and lifts and as per entire satisfaction of Engineer - in - charge

( a ) Vertical surface.

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, complete in all respect with in all leads and lifts as per direction and entire satisfaction of Engineer - in - Charge. .

GRAVITY MAIN PHASE-II & DISTRIBUTION SYSTEM ZONE 1,2&3

Excavation in foundation, trenches etc. for pipes and pits upto all depths in in all classification of earth work all kinds of soil such as spade work, pick work, jumper work, blasting work,chiselling work , kankar, mooram singles including decomposed in soft /hard work ,chiselling/wedging out of hard and soft rocks where blasting is prohibited, in saturated soil including bailing out the watering, by cutting in slopes where ever required, in rocky portion suitable anchorage shall be provided (anchorage will be paid separately) and stacking the excavated materials not more than 3.00 meters clear from the edge of excavation and then returning the stacked soils in 15 cm (fifteen centi meter) layer when required into sides of trenches and above the laid pipes etc. consolidating in each deposited layer by ramming and watering and then disposing of all surplus excavated soil in all leads and 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 . After disposal ,the surface shall be neatly dressed and leveled and shoring to its original shape complete in all respect, including all leads and lifts and as per entire satisfaction of Engineer - in - charge

Providing,welding , laying, testing & commissioning at site in trenches bevelled ended BIS marked API pipe IS/ISO:3183-2007 Grade L485 or X70 confirming to relevent codes & specification its equivalent latest with up to date ammendments of following dia with steel grade API pipe IS/ISO:3183-2007 Grade L485 or X70, having wall thickness & per Rmt weight as mentioned below & capable of withstanding required test pressure as prescribed in BIS code, in random lengths of 5.0 to 7.0 mtr. The pipe's ends shall be bevelled suitable for butt welding, including the cost of jointing with butt welding confirming to IS 816-1969 or latest as applicable ends with up to date ammendments (leak proof) in three layers at site of work with welding rods of standard make conforming to IS 814-1991 including die penentration test at site of work & all allied accessories whatever required for welding at site including tail pieces, tees, bends all degrees & other specials manufactured from parent pipes as applicable to the particular reach & of approved specification as per site conditions. and cutting of pipes wherever required as per site requirement i/c carriage in all leads & lifts and as directed by Engineer-Incharge. The pipe shall have's zinc coating inside & outside confirming to IS-4736-1986 or latest with up to date ammendments & shall be engraved with L485 or X70, The laying shall confirm to BIS 5822-1970 or latest with up to date ammendments DP test shall be performed to the entire satisfaction of the Engineer-Incharge (Earth work & cost of MS flanges not exceeding more than one pair in 100 meter length shall be measured & paid for seperately) including all leads and lifts and as per entire satisfaction of Engineer - in - charge

RD=0 TO 2600, 250mm Dia 4.8MM Thick

RD=2600 TO 7400, 250mm Dia 5.2mm Thick

RD=7400 TO 12200, 250mm Dia 5.6mm Thick

RD=12200TO 22000, 250mm Dia 6.4mm Thick

RD=30600 TO32000, 250mm Dia 6.4mm Thick

RD=22000 TO 30600, 250mm Dia 7.10mm Thick

Welding , laying, testing & commissioning at site in trenches bevelled ended BIS marked API pipe IS/ISO:3183-2007 Grade L485 or X60 confirming to relevent codes & specification its equivalent latest with up to date ammendments of following dia with steel grade API pipe IS/ISO:3183-2007 Grade L485 or X60 having wall thickness & per Rmt weight as mentioned below & capable of withstanding required test pressure as prescribed in BIS code, in random lengths of 5.0 to 7.0 mtr. The pipe's ends shall be bevelled suitable for butt welding, including the cost of jointing with butt welding confirming to IS 816-1969 or latest as applicable ends with up to date ammendments (leak proof) in three layers at site of work with welding rods of standard make conforming to IS 814-1991 including die penentration test at site of work & all allied accessories whatever required for welding at site including tail pieces, tees, bends all degrees & other specials manufactured from parent pipes as applicable to the particular reach & of approved specification as per site conditions. and cutting of pipes wherever required as per site requirement i/c carriage in all leads & lifts and as directed by Engineer-Incharge. The pipe shall have's zinc coating inside & outside confirming to IS-4736-1986 or latest with up to date ammendments & shall be engraved with L485 or X60, The laying shall confirm to BIS 5822-1970 or latest with up to date ammendments DP test shall be performed to the entire satisfaction of the Engineer-Incharge (Earth work & cost of MS flanges not exceeding more than one pair in 100 meter length shall be measured & paid for seperately) including all leads and lifts and as per entire satisfaction of Engineer - in - charge

RD=12200 to 22000, 250 mm dia 6.4mm thick

Providing,welding , laying, testing & commissioning at site in trenches bevelled ended BIS marked API pipe IS/ISO:3183-2007 Grade L485 or X65 confirming to relevent codes & specification its equivalent latest with up to date ammendments of following dia with steel grade API pipe IS/ISO:3183-2007 Grade L485 or X65, having wall thickness & per Rmt weight as mentioned below & capable of withstanding required test pressure as prescribed in BIS code, in random lengths of 5.0 to 7.0 mtr. The pipe's ends shall be bevelled suitable for butt welding, including the cost of jointing with butt welding confirming to IS 816-1969 or latest as applicable ends with up to date ammendments (leak proof) in three layers at site of work with welding rods of standard make conforming to IS 814-1991 including die penentration test at site of work & all allied accessories whatever required for welding at site including tail pieces, tees, bends all degrees & other specials manufactured from parent pipes as applicable to the particular reach & of approved specification as per site conditions. and cutting of pipes wherever required as per site requirement i/c carriage in all leads & lifts and as directed by Engineer-Incharge. The pipe shall have's zinc coating inside & outside confirming to IS-4736-1986 or latest with up to date ammendments & shall be engraved with L485 or X65, The laying shall confirm to BIS 5822-1970 or latest with up to date ammendments DP test shall be performed to the entire satisfaction of the Engineer-Incharge (Earth work & cost of MS flanges not exceeding more than one pair in 100 meter length shall be measured & paid for seperately) including all leads and lifts and as per entire satisfaction of Engineer - in - charge

RD=0 to 1000, 200mm dia 5.4mm thick

RD=1000 to 4000, 200mm dia 5.6 thick

RD=4000 to 12800, 200mm dia 7.0 thick

RD=12800 to 15000, 200 mm dia 6.4mm thick

Providing, welding and fixing M.S. plate flanges of various dia (nominal bore) of following Flange Tables confirming to IS 6392-1971 or latest with up to date ammendments to API after every 100 mtr. pipe or as per site requirement including cutting of of pipes wherever required, welding in three layers (leak proof) confirming to specifications as prescribed in relvent I.S. Code i.e. IS 816-1969 or latest as applicable with up to date ammendments with nuts, bolts & washers & specials etc. confirming to IS-1963 or latest with up to date ammendments including packing sheet i.e. asbestos fibre sheet minimum 3mm thick and painting with anticorosive paints complete in all respect including all leads and lifts and as per entire satisfaction of Engineer - in - charge

RD 0 - 3200 =3200 Rmt. T-34

RD 3200 to 32000 =28800 Rmt. T-38

Providing,welding , laying, testing & commissioning at site in trenches bevelled ended BIS marked API pipe IS/ISO:3183-2007 Grade L485 or X70 confirming to relevent codes & specification its equivalent latest with up to date ammendments of following dia with steel grade API pipe IS/ISO:3183-2007 Grade L485 or X70, having wall thickness & per Rmt weight as mentioned below & capable of withstanding required test pressure as prescribed in BIS code, in random lengths of 5.0 to 7.0 mtr. The pipe's ends shall be bevelled suitable for butt welding, including the cost of jointing with butt welding confirming to IS 816-1969 or latest as applicable ends with up to date ammendments (leak proof) in three layers at site of work with welding rods of standard make conforming to IS 814-1991 including die penentration test at site of work & all allied accessories whatever required for welding at site including tail pieces, tees, bends all degrees & other specials manufactured from parent pipes as applicable to the particular reach & of approved specification as per site conditions. and cutting of pipes wherever required as per site requirement i/c carriage in all leads & lifts and as directed by Engineer-Incharge. The pipe shall have's zinc coating inside & outside confirming to IS-4736-1986 or latest with up to date ammendments & shall be engraved with L485 or X70, The laying shall confirm to BIS 5822-1970 or latest with up to date ammendments DP test shall be performed to the entire satisfaction of the Engineer-Incharge (Earth work & cost of MS flanges not exceeding more than one pair in 100 meter length shall be measured & paid for seperately) including all leads and lifts and as per entire satisfaction of Engineer - in - charge

RD=4000 TO 12800, 200mm Dia 7.00 mm Thick

RD=12800TO 15000, 200mm Dia 6.4mm Thick

Providing, welding and fixing M.S. plate flanges of various dia (nominal bore) of following Flange Tables confirming to IS 6392-1971 or latest with up to date ammendments to API after every 100 mtr. pipe or as per site requirement including cutting of of pipes wherever required, welding in three layers (leak proof) confirming to specifications as prescribed in relvent I.S. Code i.e. IS 816-1969 or latest as applicable with up to date ammendments with nuts, bolts & washers & specials etc. confirming to IS-1963 or latest with up to date ammendments including packing sheet i.e. asbestos fibre sheet minimum 3mm thick and painting with anticorosive paints complete in all respect including all leads and lifts and as per entire satisfaction of Engineer - in - charge

RD 0 - 16000 Rmt. T-38

Providing and fixing brass full way wheel valve of as per IS:778 CL- 1 screwed superior quality complete in all respect with in all leads and lifts including carriage of material as per direction and entire satisfaction of Engineer - in - Charge.

DISTRIBUTION SYSTEM PHASE-I

Excavation in foundation, trenches etc. for pipes and pits upto all depths in in all classification of earth work all kinds of soil such as spade work, pick work, jumper work, blasting work,chiselling work , kankar, mooram singles including decomposed in soft /hard work ,chiselling/wedging out of hard and soft rocks where blasting is prohibited, in saturated soil including bailing out the watering, by cutting in slopes where ever required, in rocky portion suitable anchorage shall be provided (anchorage will be paid separately) and stacking the excavated materials not more than 3.00 meters clear from the edge of excavation and then returning the stacked soils in 15 cm (fifteen centi meter) layer when required into sides of trenches and above the laid pipes etc. consolidating in each deposited layer by ramming and watering and then disposing of all surplus excavated soil in all leads and 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 . After disposal ,the surface shall be neatly dressed and leveled and shoring to its original shape complete in all respect, including all leads and lifts and as per entire satisfaction of Engineer - in - charge

Laying, jointing and testing GMS tubes (Light class) pipes as per IS: 1239-2004 ( part-I) , including cost of all fittings such as GI union, Sockets, Tees, Nipples , reducers etc. complete in all respect including all leads and lifts and as per entire satisfaction of Engineer - in - charge (Earth work in trenches to be measured and paid for separately)

65mm dia

50mm dia

40mm dia

32 mm dia

25mm dia

20 mm dia

15mm dia

Providing and fixing brass full way wheel valve of superior quality complete in all respect with in all leads and lifts as per direction and entire satisfaction of Engineer - in - Charge.

65 mm dia

50mm dia

40mm dia

32 mm dia

25 mm dia

20 mm dia

15mm dia

DISTRIBUTIONS SYSTEM Zone 1,2,3,3(B).

Excavation in foundation, trenches etc. for pipes and pits upto all depths in in all classification of earth work all kinds of soil such as spade work, pick work, jumper work, blasting work,chiselling work , kankar, mooram singles including decomposed in soft /hard work ,chiselling/wedging out of hard and soft rocks where blasting is prohibited, in saturated soil including bailing out the watering, by cutting in slopes where ever required, in rocky portion suitable anchorage shall be provided (anchorage will be paid separately) and stacking the excavated materials not more than 3.00 meters clear from the edge of excavation and then returning the stacked soils in 15 cm (fifteen centi meter) layer when required into sides of trenches and above the laid pipes etc. consolidating in each deposited layer by ramming and watering and then disposing of all surplus excavated soil in all leads and 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 . After disposal ,the surface shall be neatly dressed and leveled and shoring to its original shape complete in all respect, including all leads and lifts and as per entire satisfaction of Engineer - in - charge

Providing Laying, jointing and testing GMS tubes (Light class) pipes (screwed and socketed ) as per IS: 1239-2004 ( part-I) , including cost of all fittings such as GI union, Sockets, Tees, Nipples , reducers, bends, air valves etc. complete in all respect including all leads and lifts and as per entire satisfaction of Engineer - in - charge (Earth work in trenches to be measured and paid for separately)

50mm dia

40mm dia

32 mm dia

25mm dia

20 mm dia

15mm dia

Providing and fixing brass full way wheel valve of as per IS:778 CL- 1 screwed superior quality complete in all respect with in all leads and lifts including carriage of material as per direction and entire satisfaction of Engineer - in - Charge.

50mm dia

40mm dia

32 mm dia

25 mm dia

20 mm dia

15mm dia

DISTRIBUTIONS SYSTEM Zone 4,5&6.

Excavation in foundation, trenches etc. for pipes and pits upto all depths in in all classification of earth work all kinds of soil such as spade work, pick work, jumper work, blasting work,chiselling work , kankar, mooram singles including decomposed in soft /hard work ,chiselling/wedging out of hard and soft rocks where blasting is prohibited, in saturated soil including bailing out the watering, by cutting in slopes where ever required, in rocky portion suitable anchorage shall be provided (anchorage will be paid separately) and stacking the excavated materials not more than 3.00 meters clear from the edge of excavation and then returning the stacked soils in 15 cm (fifteen centi meter) layer when required into sides of trenches and above the laid pipes etc. consolidating in each deposited layer by ramming and watering and then disposing of all surplus excavated soil in all leads and 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 . After disposal ,the surface shall be neatly dressed and leveled and shoring to its original shape complete in all respect, including all leads and lifts and as per entire satisfaction of Engineer - in - charge

Providing , Laying, Jointing and testing in trenches having random lengths of 5-7 mtrs including cost of fabrication of minimum 3 cut bends of required degree galvanised mild steel tubes ( Light and Medium grade) of approved make by JSV (list attached) bevelled edge of following mentioned grade, diameter and wall thickness confirming to IS 1239:2004 as specified below jointed with circumferencial butt welded joints by electric arc welding according to relevant BIS code 816-1969 with minimum three layers of welds so as to achive the minimum effective thorat thickness and strength of welds conforming to BIS 6392-1971 sepecification, by using welding electrodes of 2.50 mm to 6.30 mm of Advani Oerlikon (Ador)- CITOJET / Esab make, conforming to BIS 6392-1971, at site of work complete in all respects, including manual / mechanical handling of pipes in all leads and lifts including all short pieces bends, tees, and other special etc. made from parent tubes as applicable for the particular reach and of approved specifications as per site conditions including flushing cleaning and hydraulic testing complete to the best satisfaction of Engineer-in-Charge. The laying of pipes should confirm to BIS 5822-1970 within all leads and lifts complete in all respect

125mm dia (Medium class)

100mm dia (Light class)

80 mm dia (Light class)

Providing, welding and fixing M.S. plate flanges of various dia (nominal bore) of following Flange Tables confirming to IS 6392-1971 or latest with up to date ammendments to GI after every 100 mtr. pipe or as per site requirement including cutting of of pipes wherever required, welding in three layers (leak proof) confirming to specifications as prescribed in relvent I.S. Code i.e. IS 816-1969 or latest as applicable with up to date ammendments with nuts, bolts & washers & specials etc. confirming to IS-1963 or latest with up to date ammendments including packing sheet i.e. asbestos fibre sheet minimum 3mm thick and painting with anticorosive paints complete in all respect including all leads and lifts and as per entire satisfaction of Engineer - in - charge

125mm dia (Medium class)

100mm dia (Light class)

80 mm dia (Light class)

Providing Laying, jointing and testing GMS tubes (Light class) pipes as per IS: 1239-2004 ( part-I) , including cost of all fittings such as GI union, Sockets, Tees, Nipples , reducers etc. complete in all respect including all leads and lifts and as per entire satisfaction of Engineer - in - charge (Earth work in trenches to be measured and paid for separately)

65mm dia

50mm dia

40mm dia

32 mm dia

25mm dia

20 mm dia

15mm dia

Providing and fixing double flanged Cast Iron Sluice Valve of various dia PN-1.0 complete in all respect as per direction of Engineer in charge.

125mm dia

100mm dia

80 mm dia

Providing and fixing brass full way wheel valve of superior quality complete in all respect with in all leads and lifts as per direction and entire satisfaction of Engineer - in - Charge.

65 mm dia

50mm dia

40mm dia

32 mm dia

25 mm dia

20 mm dia

15mm dia

C/O RCC B.P TANKS

Excavation in foundation, trenches etc. for pipes and pits upto all depths in in all classification of earth work all kinds of soil such as spade work, pick work, jumper work, blasting work,chiselling work , kankar, mooram singles including decomposed in soft /hard work ,chiselling/wedging out of hard and soft rocks where blasting is prohibited, in saturated soil including bailing out the watering, by cutting in slopes where ever required, in rocky portion suitable anchorage shall be provided (anchorage will be paid separately) and stacking the excavated materials not more than 3.00 meters clear from the edge of excavation and then returning the stacked soils in 15 cm (fifteen centi meter) layer when required into sides of trenches and above the laid pipes etc. consolidating in each deposited layer by ramming and watering and then disposing of all surplus excavated soil in all leads and 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 . After disposal ,the surface shall be neatly dressed and leveled and shoring to its original shape complete in all respect, including all leads and lifts and as per entire satisfaction of Engineer - in - charge

Providing and laying cement concrete 1:3:6 (1cement:4 sand:8 graded stone agg.40mm nominal size)and curing complete excluding cost of form work in: foundation and plinth, complete in all respect with in all leads and lifts as per direction and entire satisfaction of Engineer - in - Charge. .

Providing and laying cement concrete 1 : 1.5 : 3 ( 1 cement : 1.5 sand :3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced cement concrete work complete as per direction & to the entire satisfaction of the Engineer-in-Charge. in :-

Foundation and Plinth.

Wall any thickness but not more than 0.1m in thickness, including attached pillasters, buttresses and string courses etc. from top of foundation level upto floor two level

Providing and laying cement concrete 1 : 2 : 4 ( 1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced cement concrete work complete as per direction & to the entire satisfaction of the Engineer-in-Charge. in :-

Suspended floor,roofs,landings and shelves and their supports balconies,beam,girder, bressumers and cantilever up to floor two level

Providing mild/tor steel reinforcement for RCC work in anchor blocks including bending binding and placing in position complete in all respect including all leads and lifts and as per entire satisfaction 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 propping etc. and the centring below supporting floor to ceiling not exceeding 4 mts. removal of the same for insitu reiforced concrete and plain concrete work in foundation, footing, basis of columns, anchor blocks , thrust blocks and the like mass concrete including entire carriaage of materials including all leads and lifts and as per entire satisfaction of Engineer - in - charge

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

Vertical surface such as walls (any thickness) partitions and the like including attached pilasters, buttresses plinth and string coures and the like,

Flat surfaces such as soffits of suspended floor, roof, landing and the like floors etc.up to 200mm in thickness

Providing and fixing precast concrete man hole cover and frame, conforming to IS-12593-Part-I 1888 and IS 12592-Part-II,1991 560mm diameter. Heavy duty.

STRENGTHENING OF EXISTING SUSPENSION BRIDGE 125M SPAN OVER SATLUJ RIVER

Strengthening of the existing 125m span jeepable susupension bridge over Satluj river at Duttnagar for crossing of the two nos. rising mains of dia 300mm including Designing, construction and testing complete

O&M OF SCHEME FOR 5 YEARS

Operation and Maintenance of the above constructed water supply scheme complete in all respect after sucessful completion of trial run including cost spares, repairs and consumables and all components i.e Automation, pumping machinery, Rising main and gravity main , water treatment plant, distribution system, storage tank, sump wells, pump houses,, staff quarters, yard lights etc. complete in all respect to ensure potable drinking water to all habitants under the scheme properly handling, deploying skilled and un-skilled employees and data operators at main controlling stations, including all leads and lifts as per entire satisfaction of Engineer-in -charge

Ist year 2024

2nd year 2025

3rd year 2026

M/S GA INFRA PVT LTD

Laxmi Civil Engineering Services Pvt. Ltd.