Providing Lift irrigation Components at LIS Trauntra under HPCDP (Phase-II) Project-JICA-ODA Phase-II at Village Trauntra, G.P Ghumarwin, Tehsil Ghumarwin, Distt. Bilaspur (H.P.)

Cutting in earth work and disposal of excavated earth up to a lead of 20 mtrs Chiselling work in soft rock within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation, trenches or drains, pits upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, chieselling soft / hard rock including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil in ordinary rock as directed, within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and then disposing of surplus excavated soil as directed, within all lead and lifts including restoration of unmettalled surfaces to its original condition complete in all respect and to the entire satisfaction of the Engineer-in-Charge.

Boulder / Stone filling under floor/ apron / behind retaining walls with consolidating & dressing etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Boulderfilling dry hnad packed tightly as in wire crate apron bund (wire crates) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Supplying and filling in plinth with sand under floors,including watering,ramming,consolidating and dressing complete in all respect as per entire satisfaction of engineer in charge

Centering and shuttering including strutting, propping etc. and removal of form work for:

Foundations,Footing,Bases for columns for mass concrete complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge. etc.

Circular walls (any thickness) including attached pilasters, butteresses, plinth and string courses in columns, Pillars, Piers, Abutments, Posts and Struts complete in all respect within all leads and lifts and to the entire satisfaction of the engineer-in-charge. etc.

Suspended floors,Roofs,landings,balconies and access platform complete in all respect to the entire satisfaction of Engineer-in-Charge

Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Lintels, beams, plinth beams, girders, bressumers and cantilevers complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Edges of slabs and breaks in floors and walls complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing Mild steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing and laying in position cement concrete 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing and laying in position cement concrete 1:3:6 (1 Cement: 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) all work upto plinth level excluding the cost of shuttering and centering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Foundation & plinth excluding the cost of centering, shuttering & reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

In walls (any thickness),in retaining walls,return walls, including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level upto all level, excluding the cost of centering, shuttering and reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above or below plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

In foundation,pinth, beams, , excluding the cost of centering, shuttering and reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

In suspended floors, roofs having slope landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto all level from base floor excluding the cost of centering, shuttering and reinforcement complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing and laying Damp Proof Corse 40mm thick with neat cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 10 mm nominal size) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) in foundation and plinth complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

Providing and laying in position cement concrete 1:5:10 (1 Cement: 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) in foundation and plinth and curing complete excluding the cost of centering and shuttering complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing 40 mm thick cement concrete flooring in 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate,20 mm nominal Size) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Random rubble Masonary with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 ((1 cement : 6 coarse sand : 12 graded stone aggregate) 20mm nominal size upto plinth level complete in all respect to the entire satisfactiopn of Engineer-in-Charge

Brick work with common burnt clay F.P.C. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor v level in all shape and sizes in cement mortar 1:6 (1 cement:6 Sand) complete in all respect with all leads and lifts and to the entire satisfaction of the Engineer-in Charge.

Half Burnt brick with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:4 (1 cement : 4 coarse sand) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in Charge

6 mm cement plaster on the rough side of brick wall in cement mortar 1:3 (1 cement: 3 Coarse sand) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

15 mm cement plaster on the rough side of brick wall in cement mortar 1:4 (1 cement: 4 Coarse sand) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing and fixing 1mm thick M.S. sheetsliding shutters with frame and diagonal braces or 40x40x6 mm angle iron 3. M.S. gusset plates at junctions and corner 25 mm dia pully 40x40x6 mm angle and T-iron guide at the top and bottom respectively, including applying a primer coat of red lead paint complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing and fixing M.S. round or square bars with M.S. flats at required spacing in wooden/ steel frames of windows and clerestory windows (M.S. grill) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15cm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35 x 35 x 5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing and fixing ISI marked oxidised M.S. sliding door bolts anopdized 250*16mm with nuts and screws etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing & Fixing on wall face unplasticised Rigid PVC rain water pipes confirming to IS 13592 Type A including jointing with seal ring confirming to IS 5382 leaving 10mm gap for thermal expansion single socketed pipes of 110 mm Dia U-PVC pipes complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing & Fixing on wall face unplasticised PVC moulded fitting/accessories for unplasticised Rigid PVC rain water pipes confirming to IS 13592 Type A including jointing with seal ring confirming to IS 5382 leaving 10mm gap for thermal expansion single pushfir coupler of 110 mm dia. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing & Fixing on wall face unplasticised PVC moulded fitting/accessories for unplasticised Rigid PVC rain water pipes confirming to IS 13592 Type A including jointing with seal ring confirming to IS 5382 leaving 10mm gap for thermal expansion bend 87.5° of 110 mm dia. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing & Fixing on wall face unplasticised PVC moulded fitting/accessories for unplasticised Rigid PVC rain water pipes by means of 50*50*50 mm hard wood plugs,screwed with M.S screws of required length,including cutting brick work and fixing in cement mortar 1:4 (1 Cement:4 coarse sand ) and making the good wall etc complete of 110mm Dia complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Finishing with epoxy paint (two or more coats) at all locations prepared on steel work and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

White washing with lime to give an even shade New Work (three or more coats) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Finishing walls with water proofing cement paint of required shade: New Work (Two or more costs applied @ 3.84 kg/10sqm) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

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

Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in Charge

Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement:3 coarse sand: 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nomial size,well rammed and consolidated and grouted with fine sand,including necessary excavation,levelling & dressing & finishing the top smooth in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing, laying, jointing, commissioning and testing in trenches (to level or grade) GMS tubes confirming to IS : 1239 : 2004 of 150 mm dia, medium class with all necessary fittings conforming to IS specification capable to withstand the required hydraulic test pressure as per IS code in random length of 6.00 mtrs. including flushing , cleaning and hydraulic testing of pipe for rising main from intake to sump well complete in all respect within all leads and lifts and to the entire satisfaction of Engineer-in-Charge.

Providing, laying, jointing, commissioning and testing in trenches (to level or grade) GMS tubes confirming to IS : 1239 : 2004 of 100 mm dia, medium class with all necessary fittings conforming to IS specification capable to withstand the required hydraulic test pressure as per IS code in random length of 6.00 mtrs. including flushing , cleaning and hydraulic testing of pipe for rising main from intake to sump well complete in all respect within all leads and lifts and to the entire satisfaction of Engineer-in-Charge.

Providing, laying, jointing, commissioning and testing in trenches (to level or grade) GMS tubes confirming to IS : 1239 : 2004 of 80 mm dia, medium class with all necessary fittings conforming to IS specification capable to withstand the required hydraulic test pressure as per IS code in random length of 6.00 mtrs. including flushing , cleaning and hydraulic testing of pipe for rising main from intake to sump well complete in all respect within all leads and lifts and to the entire satisfaction of Engineer-in-Charge.

Providing, welding and fixing of M.S. flanges of joints at suitable reaches, conforming to table 5 as per IS:6392-1971 (latest with upto date amendments) with plain end and welding of MS Flanges with G.I. Pipes/ MSERW pipes of 100 mm dia in two layers on both faces to make the joint leak proof (the cost of providing and laying of G.I.Pipes to be measured and paid for separately). The welding of flanges should conform to IS 816-1969 with electrode as per IS : 814-1991 and required number of nuts & bolts conforming to IS: 1364 including cost of gasket sheet nuts & bolts. The thickness of gasket not less than 3.00 mm conforming to IS : 2712-1998 from Flange table 5. The work shall be done as per entire satisfaction of Engineer-in-Charge within all leads and lifts complete to the entire satisfaction of engineer-in charge

Providing circumferencial Butt welded joints by electrical arc welding to G.I pipe of 100 mm dia,welded in requisite numbers of weld runs to make the joint leak proof so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm of Advani Oerlikon (Adore) - Citojet/ESAB make conforming to IS 814-1991, at site of work complete in all respect including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.

Providing circumferencial Butt welded joints by electrical arc welding to G.I pipe of 80 mm dia,welded in requisite numbers of weld runs to make the joint leak proof so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm of Advani Oerlikon (Adore) - Citojet/ESAB make conforming to IS 814-1991, at site of work complete in all respect including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.

Providing, laying, jointing, testing & commissioning at site in trenches bevelled ended BIS marked MSERW pipes 250 mm dia of various grade conforming to IS/ISO-3183-2012 L260 or X42 or its equivalent specifications latest with upto date amendments of following dia with upto date amendments having wall thickness and per Rmt weight as mentioned below & capable of withstanding required test pressure as prescribed in BIS code in random lengths of 6 to 7 mtr. The pipes ends shall be bevelled suitable for butt welding including the cost of jointing with butt welding conforming to IS 816-1969 or latest as applicable ends with upto date amendments (leak proof) in three layers at site of work with welding rods of standard make and all allied accessories whatever required for welding at site, tail pieces, tees, bends and 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 including carriage in all leads and lifts and as directed by Engineer-in-charge. The pipe shall have zinc coating inside & out side conforming to IS/ISO-4736-1986 or latest with upto date amendments & shall be engraved with code IS/ISO-3183-2012 or its equivalent. The laying shall conform to BIS 5822-1970 or latest with upto date amendments with provision of scour pipe after every km by providing Tee & Sluice valve etc. complete to the entire satisfaction of Engineer-in-charge

Fencing with angle iron posts placed at required distance embedded in cement concrete block,every 15th post,last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and diagonals interwoven with horizontal wires,of barbed wire weighing 9.38 Kg per 100m(minimum),between the two posts fitted and fixed with G.I Staples,turn buckles etc complete in all respect within all leads and lift.complete to the entire satisfaction of Engineer-in-Charge.

Chin Pulley Block Tripod with Chain Pulley with 1 Ton Capacity in all respect complete to the entire satisfaction of Engineer-in-Charge.

Providing & Fixing CI Sluice Valve 250 mm dia @ 10.2 Kg/cmˆ2 Kartar make i/c MS Flange of table as per IS 6392-1971 of 5WT of 121.50 Kg & Welding of MS Flanges in two layers on both faces & i/c carriges in all respect within all leads and lift.complete to the entire satisfaction of Engineer-in-Charge.

Providing & Fixing CI Sluice Valve 150 mm dia @ 10.2 Kg/cmˆ2 Kartar make i/c MS Flange of table as per IS 6392-1971 of 5WT of 71.30 Kg & Welding of MS Flanges in two layers on both faces & i/c carriges in all respect within all leads and lift.complete to the entire satisfaction of Engineer-in-Charge.

Providing & Fixing CI Sluice Valve 100 mm dia @ 10.2 Kg/cmˆ2 Kartar make i/c MS Flange of table as per IS 6392-1971 of 5WT of 44.30 Kg & Welding of MS Flanges in two layers on both faces & i/c carriges in all respect within all leads and lift.complete to the entire satisfaction of Engineer-in-Charge.

Providing & Fixing CI Sluice Valve 80 mm dia @ 10.2 Kg/cmˆ2 Kartar make i/c MS Flange of table as per IS 6392-1971 of 5WT of 31.30 Kg & Welding of MS Flanges in two layers on both faces & i/c carriges in all respect within all leads and lift.complete to the entire satisfaction of Engineer-in-Charge.

Providing & Fixing CI Sluice Valve 65 mm dia @ 10.2 Kg/cmˆ2 Kartar make i/c MS Flange of table as per IS 6392-1971 of 5WT of 23.30 Kg & Welding of MS Flanges in two layers on both faces & i/c carriges in all respect within all leads and lift.complete to the entire satisfaction of Engineer-in-Charge.

Providing & Fixing CI Non Return Valve 100 mm dia @ 10.2 Kg/cmˆ2 Kartar make i/c MS Flange of table as per IS 6392-1971 of 5WT of 49.00 Kg & Welding of MS Flanges in two layers on both faces & i/c carriges in all respect within all leads and lift.complete to the entire satisfaction of Engineer-in-Charge.

Providing and fixing HDPE Air Release Valve of 25 mm dia with G.I Socket of 25 mm Dia. Tee & GI Nipple of 25 mm Dia. in Distribution System including Jointing & fitting complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing and fixing Air Release valve of 25 mm Dia with Service Saddle (P.N-1.0) & GI Nipple in distribution system including Jointing and fitting for distribution system with 90mm HDPE Pipes complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

110 mm ;PN 6 class,PE-100

75 mm ;PN 6 class,PE-100

90 mm ;PN 6 class,PE-100

Writing new letters and figures of any shade with synthetic enamel black or any other approved colour to give n even shade as per drawings and in English & Roman ,Hypen,Commas, and the like not to be measured and paid for complete to the entire satisfaction of Engineer-in-Charge

Supply & Erection of Open Well Submersible (Horizontal) pumping set of KSB /BS/Johnstion/oswal/Crompton/Kirloskar/Calama make comprising to latest relevant BIS Code or any other make approved make by HPJSV. The pump should be fitted with bronze impeller of suitable alloys as per IS 8034-1976 latest suitable for Clear water having greased packed bearings and shaft with wound stator on motor side and with soft protection sleeve on pump side ensuring better life for shaft coupled to a submersible squirrel cage electric induction motor (water proof type) of required HP, RPM 2900 of reputed make conforming to BIS 9238-1979 latest with upto date amendments, totally dust and water proof for submersible duty isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed lubricated bearings and provided with stainless steel thrust bearing plate to with stand 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. The pump set should include all items containing item no. 59.01 & 59.78, water level guards, erection clamps , cable clips and depth gauge etc. and suitable for operation on data given below:-

SITE CONDITIONS:-

Location of site:Trauntra

The altitude of place in which the motor is intended to work in ordinary service

Humidity:- Humid during rainy season

Nature of atmosphere:-Normal

Detail of quality of water:- Clear water

Water free from sand or not:-Free from sand

Water corrosive or not:-Not corrosive

Turbidity:-<50 ppm

Any other information if required.

OPERATING CONDITIONS

Type of current:- AC. Three phase

Operating frequency :-50 Hz.

Rated voltage- 400(+/-) 10% volts.

System of earthing if any to be adopted-Double loop earthing

Speed of revolution-To be quoted by tenderer .

Direction of rotation- to be quoted by tender

No. of working hours per day:-20 hours

The maximum temperature of cooling air and water in the place in which the pump set is intended to work in ordinary service:- Temprature of place to be 20°C to 42°C

MOTOR-

Ref. to BIS code-BIS 9283-1979 with upto date amendements

Type of enclosure of motor.-As per BIS-4691-1985(Latest)

Type of duty :- Continous

Mechanical output in KW-Suitable for driving submersible pumps required for duties specified against pumps.To avoid overloading of motor a margin of about 15-20% may be kept in the rated output to pime Mover

Class of insulation-Class-B

Max. Permissible temp. Rise of motor reqd. if different from that given in above.--To be quoted by tenderer

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

Particulars as to whether voltage limiting device will be employed.-DOL star delta starter to be installed between bus bar and motor.Shunt capacitor is also proposed to be installed for improving the power factor at site. NOTE- Star delta starter upto 37.5 Kw

Type of motor-As per BIS 9283-1979 or latest.

Details of shaft extension required

Break way torque in terms of rated load torque and the corresponding break-way starting current which may be taken from the supply with the starting apparatus in circuit. -Break way 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 and 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 accelerated and No. of starts during a specified period. -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.

PUMPS

Nos. of pumps required.-1 No

Spare parts required.-For two years normal maintenance as recommanded by manufacturer.

Type of drive.-Electric induction motor

Optional fittings required

Pump Operating conditions

Capacity -6.68 lps of one pump

Total head in meters-33.11 mtrs.

Static head -29.40 mtrs.

Minimum depth of water-mtrs.

Variation in water level-mtrs.

Ground level to Max. water level (H.F.L)-mtrs.

Ground level to delivery point-mtrs.

Pressure in the suction tank.-mtrs.

Pressure in the delivery tank-mtrs.

Length of rising main-60.00 mtrs.

Dia of rising main-100 mm

Turbidity of water < than 50 ppm

Drive type-Electric driven

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

Suction/Delivery size of pump-To be specified by tenderer.

Efficiency of pump at -To be specified by tenderer.

a) Duty head

b) (+) 10% head.

c) (-) 15% head.

Material of construction:to be specified by the tendrer(manufacturers certificate to be appended)

Providing Direct on line of MEI/Jyotyi/Kilburn make confirming to BIS 8544-1979 with upto date amendmnets for Squirrel cage/Slipping motor mounted on panel with magnetic type overload release and Dashpot,Time lag,Under voltage release of suitable capacity,with or without intial oil filling as the case may be with single phase preventor as per IS:1248 (P-V) 1983 with upto date amendments 1 No.

Supply of MS. Angle iron steel sheet 16 SWG fabricated floor mounting closed (Almirah type) switch board comprising and capable of mounting the following accessories and with all internal electric connections, duly painted. The drawing of panel board shall be subject to approval of Engineer-in-Charge. 1 No.

ICTP switches with HRC fuses of Havells/L&T/standard /cromption make for required motor of suitable capacity and conforming to BIS: 4064-1978 latest with upto date amendments. 1 No.

Bus bar chamber having 3 copper bars of suitable rating for full length of 3 phases and one bar of half the rating of full length for neutral conforming to BIS: 8084 –1976 and 11353-1985 read with 5578-1985 all latest with upto date amendmentsof suitable rating.. 1 No.

MCB of suitable capacity of Havells/standard/MDS/Jyoti/Kilburn make to feed motors offered by the tenderer conforming to BIS: 2516-1985 latest with upto date amendments with neutral linked under voltage release. 1 No.

3 phase indicator lamps complete with toggle switches for individual motors conforming to BIS 3452 part I & II latest with up to date amendments of 15 watts.. 1 No.

50 mm dial Hour run meter of CEE/NEE make of suitable range as per relevant BIS specifications. .1 No.

Supply of floor/wall mounted power factor shunt capacitor conforming to BIS: 2834-1986 latest with upto date amendments Baja/L&T/Asian/cromption make to raise the prevailing power factor at site to 0.95 for direct connection to induction motor individually of suitable rating each including cable of siemens/Gloster/ICC make form bus bar chamber to capacitor and also including L&T/LK/Kilburn make ICTP switches conforming to BIS –4064-1978 or latest with HRC fuses (range to be specified by the tendrerer).. 1 No.

Providing and Fixing CI Sluice Valve PN-1.0 10.2Kg/cm² Kirloskar/Leader make i/c double flanged Sluice Valve Having Size one dia. Higher than Pump & capable of withstanding nominal seat pressure of 10.20 Kg/cm2 as per IS Code 14846:2000.. 1 No.

Providing and laying suitable size copper PVC insulated armoured power 3.5 core cable conforming to BIS 1554 (part-I) –1988 of latest with upto date amendments siemen/ closter/ICC make form meter of HPSEB- to MCB and form MCB to Bus bar switch and starter (one cable carrying all three phases) including all other electrical equipment/accessories such as thimbles, flexible pipe solder, nuts and bolts, cable glands, etc. laid in pipes of trenches under floor. The type, size and 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. Supply Side:-Suitable Size Motor Side :-Suitable Size 60.00 Rmt

Providing and Fixing Kirloskar/Leader make i/c double flanged (Swing Check Type) Reflux Valve Having Bypass Arrangement and Having Size one dia. Higher than Pump to delivery of Pump & capable of withstanding nominal seat pressure of 10.20 Kg/cm2 as per IS Code 5312-1984 (P-I). 1 No.

Supply of PVC joint less flat water proof cable as per BIS: 694-1990 latest with upto date amendments suitable for the pump sets offered from MCB to motor including all other electrical equipment/accessories such as thimbles, flexible pipes solder, nuts and bolts, cable glands etc laid in pipes of trenches under floor. The type, size and make will be subject to approval of HPSEB authorities & in case of non acceptance by HPSEB authorities it shall have to be replaced by Tender. 60.00 Rmt.

Providing and laying double loop earthing with G.I. wire & G.I plate complete with material such as charcoal, common salt, GI. Pipes, thimbles, nuts and bolts, digging of pits, GI. Wiring and aluminum strips of required capacity conforming to BIS: 3043-1987 latest with upto date amendments for above motors and other electrical equipment’s. 1 Job.

Supply of standard make circular dial pressure gauge 0-16 kg/cm2 range of feibig make with all accessories such as stop cock, copper tubing etc, conforming to BIS: 3624-1987 latest with upto date amendments. 1 No.

Providing and laying delivery pipe 80 mm dia. GMS Tubes (Medium Class) (IS:1239 - 2004) jointed with MS flanges of table-5 as per IS: 6392-1971 (upto a length of 20 mtrs ) including rappers, flanges, rubber gaskets, nuts and bolts and specials upto 5 mtrs away from the outer wall of pump houses as per layout drawings approved by Engineer-in-Charge.(From Pump to Common header). 1 Rmt.

Installation charges on all equipment including cost of tees, (Flow meter), bends, tapers and any other fittings required as per site conditions and as per direction of Engineer-in-charge.1 Job

Providing & fixing, Erection of electricity system in pump house (One Fan, One CFL outside & inside,One 5 Amp Socket inner side & outer side of pump house,One 16 amp Socket inner side of pump house.-1 Job

Providing & fixing M-Power MODULE,L&T make for mobile controller vide cat No.GSM 03010000 of reputed make conforming to standard with upto date with supply 160-500 v. AC-50 hz,single phase/three phase wire including cabling computed to delivery results in all respect and entire satisfaction of the Engineer in charge.

Providing and fixing capacitor-15 KVR with moblie set including sims with message pack in all respect and entire satisfaction of the engineer in charge.

Supply,installation,testing & commissioning horizontal spindle,horizontal split casing/end suctions(back full out arrangement) single/multistage centrifugal pump or combination of pump in series of recommended make such as Mather and Platt/KSB/Kirloskar as per IS-1520-1980 (latest with up to date amendements) read with IS:9137-1978 or latest edition suitable for lifting clear water for under mentioned charcteristics with bronze impellers/priming funnels,casing ring and shaft sleeves of bronze,shaft of steel grade EN-8 with cast iron casing coupled directly through a flexible coupling on a MS/Cast steel base plate (base plate to be from the manufacturers of the pumping unit only) to ring/squirrel cage screen protected drip proof induction motors of standard make such as Kirloskar/Crompton/NGEF suitalbe for operation on 400(+/-) 10% volts,50 cycles/second,3 phase AC electric supply.The power required by the pump in the operation range of (+)10% and(-) 15% of the duty point head.The motor should be as per IS:325-1978 with up to date amendments read with IS:900-1972.It should include flow meter,cost of bearing nuts,bolts and pointing etc. and should meet the following requirement.The pumping set should include water level guards i/c cable,erection clamps,cable clips and depth gauge etc.and any other item/fitting required as per site conditions and suitable for operation of pumping machinery on data mentioned below from The pump set should include all items containing item no 63.01 to 64.33 complete to the entire satisfaction of engineer-in-charge:-

Specification

Pumps:

Model

Nos. Of stages

Material manufacturers certificate to be appended performances

Head(H)

Discharge (Q)

BHP absorbed

Efficiency(n)

NPSH(K)

MOTOR (Specification)-2 Nos.

Model

Motor rating(Kw)

Speed

Insulation

Coupling-2 Nos.

Base plate-2 Nos.

Discharge (Q)-6.07 LPS

Total dynamic head-47.67 mtrs.

LWL (h)-623.79 mtrs

Shaft level-623.6 mtrs

Level at discharge point-666.6 mtrs.

Suction lift: -0.19 mtrs

Residual head: 1 mtrs

Static head:43.00 mtrs.

Rising main

Length: 160 mtr.

Dia:100 mm

Pumping Hours: 20 hours

Providing ICTP main switch with HRC fuses/side handled operated change over switch of L&T/Crompton/Standard/Havells make for required motor and having capacity 30% extra of the operational rating of motors as per IS:4064 (Part-II)-1978 latest with upto date amendments.-1 no.

ICTP Switches:-

Model

Capacity:Suitable Capacity

Providing & fixing of M.S. Angle iron steel sheet 16 SWG fabricated floor mounting closed (Almirah) switch board comparising and capable of mounting the following accessories and with all internal electric connections,duly painted.The drawing of panel board shall be subject to approval of engineer in charge. 1 No.

Panel/Switch Board:

Drawing

Layout plan

Providing & fixing of MCB of suitable capacity of Havells/Standard/MDS/Jyoti/Kilburn make on incoming feeder motors with or without initial oil filling as the case may be offered by the tenderer conforming to IS:2516 (Part-II)-1985 latest with upto date amendments with neutral linked under voltages release .1Nos.

Range:Suitable Capacity

Providing & fixing ELCB of havells/standard make as per IS:2516 (Part-II)-1985 with up to date ammendments and of suitable range which should have control box,operating handle & trip/reset bush button on/off of indicators,reindicating off spring condition of the circuit breaker for over current protection.The circuit should be equiped with magnet thermal release with metallic tape CTS.It should also be fitted with earth fault for tripping of breaker on occurance of earth fault.-1 No.

Range:Suitable Capacity

Providing & fixing Voltage monitor relay 3 phase of AE/L&T/Rishab make with all protection and usual indicator and electric siren against single phasing ,low voltage,high voltage,reverse phasing,overloading and phase voltage difference conforming to IS-1248 (Part-II)-1983 latest with upto date amendments.1 No.

Voltage relay monitor

Range:380-440 Volts

Voltmeter

Range:0-500 V

Providing & fixing Power Factor Meter of AE/L&T Rishab make as per IS:1248 (Part-V)-1983 with upto date amendments and of suitable rating. 1 No.

Power factor meter

Providing & fixing Frequency Meter of AE/L&T Rishab make as per IS:1248 (Part-V)-1983 with upto date amendments and of suitable rating..1 No.

Frequency meter

Range:Suitable rating

Providing & fixing bus bar chamber having 3 copper bars of suitable rating for full length of 3 phases and one bar of half the rating of full length for neutral conforming to BIS 8084-1976 and 11353-1985 read with BIS 5578-1985 all latest with upto date amendments of suitable rating..1 Set

Bus Bar Chamber

Range:Suitable rating

Providing & fixing 3 phase indicator lamps complete with toggle switches for individual motors conforming to BIS 3452 part I & II with up to date amendments.1 Set

Three phase indicator

Range:Suitable rating

Ammeter

Range:Suitable rating

Providing & fixing of Capacitor/shunt capacitor of Crompton/L&T/Asian make as per IS:2834-1968 with upto date amendments,to raise the power factor at site to .95 for direct connections to induction motor individually of required KVA Rating according to H.P of motor offered including cables as per relevant ISI Code(of Siemens/Gloctor/IEC make) from bus bar chamber to capacitor as per IS:4064-1978 with upto date amendments 1 No.

Capacitor

Suitable range

Providing & Fixing of Suitable DOL/Star Delta Starter of L&T/Siemens/Crompton make as per IS 8544 (Part-I)-1967 with upto date amendments for Squirrel cage/Slipring motor mounted on panel board with magnetic type over load release and dashpot ,time lag,under voltage release,with or without intial oil filing as the case may be with single phase preventor as per IS:1248(P-V)1983 with upto date amendments 1 No.

Starter

Single Phase Preventor

Providing & fixing of 50mm dial hour run meter of CEE/NEE/reputed make of four digit capacity confirming to BIS 722(latest Edition) 1 No.

Hour Run Meter

Range:-Suitable rating

Providing and laying suitable size copper PVC insulated armoured power cable of suitable size and capacity to motors and other electrical equipments conforming to BIS 1554 (part-I) –1988 of latest with upto date amendments siemen/IEC/ GICO/ Finolex/ closter/ICC make form meter of HPSEB- to MCB and form MCB to Bus bar switch and starter (one cable carrying all three phases) including all other electrical equipment/accessories such as thimbles, flexible pipe solder, nuts and bolts, cable glands, etc. laid in pipes of trenches under floor. The type, size and 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. 12 Rmt

Supply Side: Suitable Size

Motor Side: Suitable Size

Providing & fixing double lopp earthing and G.I plate 600mm*600mm*3mm thick electrode complete with material such as thimbles nuts and bolts,charcoal and common salt,25mm*6mm G.I strips &G.I wire as per IS 3043:1987 with upto date amendments for motors and other electrical equipments and digging of pits etc. complete in all respect 1 Job

Providing & Fixing of antivibration pads confirming to BIS 6337-1971 or latest with up to date amendments. 1 Job

Providing & Fixing Double flanged cast iron/ cast steel sluice valve of Leader/Kirloskar/kartar of required dia as per the size of delivery line withstanding nominal seat pressure of P.N-1.0(10.2 Kg/Cm^2) as per IS 780-1964(Part-I) with MS Flange of Table 5 as per IS 6392-1971 & Welding of MS Flanges in two layers on both faces complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-charge 1 Nos.

Sluice valve(80 mm dia)

Class PN 1.0

Seat Pressure 10.20 Kg/cm^2

Material C.I

Providing & Fixing Double flanged cast iron/ cast steel sluice valve of Leader/Kirloskar/kartar of required dia as per the size of delivery line withstanding nominal seat pressure of P.N-1.0(10.2 Kg/Cm^2) as per IS 780-1964(Part-I) with MS Flange of Table 5 as per IS 6392-1971 & Welding of MS Flanges in two layers on both faces complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-charge 1 Nos.

Non Return Valve (80 mm)

Class PN 1.0

Seat Pressure 10.20 Kg/cm^2

Material C.I

Providing & fixing double flanges Cast iron foot valve of Leader/Kirloskar/kartar make of required dia as per the size of suction pipe withstanding nominal seat pressure of P.N-1.0(10.2 kg/cm^2) as per IS 4038-1986 & IS 1414/API-600(Class,ASA-150) with MS Flange of Table 5 as per IS 6392-1971 & welding of MS Flanges with two layer on both faces complete in all respect within all leads and lifts and to the entire satisfaction of Engineer-incharge 1 No.

Providing & fixing of 100mm dia circular dial Pressure gauge of Feibig/Bourden make 0-16 kg/cm^2) range of feibig make all accessories such as stop cock,copper tubing etc,confirming to BIS 3624-1987 latest with upto date amendments 1 No.

Pressure gauge

Range:-0-52 kg/cm^2

Installation charges on all equipment including cost of tees, Flow meter 2 Nos for pump house and MDT, bends, tapers and any other fittings required as per site conditions and as per direction of Engineer-in-charge.

Providing & Fixing double flanges G.M.S piping work layout to be approved by the Engineer-in-charge for suction and delivery pipes suitable to pumps offered and common header as per the rising main respectively complete with all specials such as bends ,tees reducers/increases with companion flanges matching with the relevant specifications of the accssories indicated in the drawing No.2 including rubber/asbestos gasket of minimum 3 mm thickness as per IS 2712-1979 and required no of nuts and bolts as per IS 1364-1983,tees,bends,tapers & any other fitting requires as per site conditions .The pipes shall be as per relevant IS Code 1239:2004 and to withstand 1.5 times total head stipulated under item No.Ist G.M.S Tube Confirming to IS 1239-1990(Part-I) (Medium Class) flanges with M.S Flanges of Table-5

Suction Pipe

Grade

Thickness

pressure rating

The of varoius component under:-

Suction Pipe 125 mm dia

Delivery pipe 100 mm dia

Providing & fixing M-Power MODULE,L&T make for mobile controller vide cat No.GSM 03010000 of reputed make conforming to standard with upto date with supply 160-500 v. AC-50 hz,single phase/three phase wire including cabling computed to delivery results in all respect and entire satisfaction of the Engineer in charge.

Providing and fixing capacitor-15 KVR with moblie set including sims with message pack in all respect and entire satisfaction of the engineer in charge.

Providing & Fixing of 63mm hydrant with Main or submain line inlcuding HDPE Riser 63mm Double Threaded P.N-10.0,63mm PP Ball Valve,Bend,Male Female Coupler Threaded P.N-10.0,Service Saddle P.N-10.0 and elbow bend with steel clamp complete in all respect and jointing by electrofusion process for disribution system with 90 mm Dia (as per requirement of main & submain Line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing & Fixing of 63mm hydrant with Main or submain line inlcuding HDPE Riser 63mm Double Threaded P.N-10.0,63mm PP Ball Valve,Bend,Male Female Coupler Threaded P.N-10.0,Service Saddle P.N-10.0 and elbow bend with steel clamp complete in all respect and jointing by electrofusion process for disribution system with 75 mm Dia (as per requirement of main & submain Line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing & Fixing of 63mm hydrant with Main or submain line inlcuding HDPE Riser 63mm Double Threaded P.N-10.0,63mm PP Ball Valve,Bend,Male Female Coupler Threaded P.N-10.0,Service Saddle P.N-10.0 and elbow bend with steel clamp complete in all respect and jointing by electrofusion process for disribution system with 63 mm Dia (as per requirement of main & submain Line) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.

Providing & fixing Valve Box for hydrant Size 12" Box (Rectangular) complete in all respect within all leads and lifts and to the entire satisfaction of the Engineer-in-Charge.