Providing Sewerage Scheme to Rewalsar Town

Amount

Cutting in Earth work in all classification of earth work in all kind of soils such as pick work jumper work,saturated soil including bailing or pumping out water, blasting soft/hard rock, chiseling soft/hard rock where blasting is prohibited and disposal of all excavated earth upto a lead of 20mtrs in all leads/lifts and shoring strutting, timbering and dewatering where ever required as per direction & best satisfaction of the Engineer-in-Charge.

Excavation in foundation and trenches etc. in earth work in all kind of soils such as pick work jumper work,saturated soil including bailing or pumping out water, blasting soft/hard rock, chiseling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, levelling of bed, stacking the excavated soil clear from the edge of excavation and then returning the excavated soil in 15cm. layers when required into plinths,side of foundations etc including consolidating each deposited layer by ramming , watering and then disposing of all surplus excavated soil as directed in all leads/lifts and shoring strutting, timbering and dewatering where ever required as per direction & best satisfaction of the Engineer-in-Charge.

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

Providing & laying cement concrete 1:3:6 (1 cement :3 sand:6 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth including carriage of material within all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.

Providing form work with steel plates 3.15 mm thick welded with angles iron in frame 30 x 30 x 5 mm so as to give a fair finish including centring shuttering strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for in-situ- reinforced concrete and plain concrete in:-

Vertical surfaces such as walls (any thickness), partitions and the like including attached pillasters, buttress,plinth and string courses and the like in all leads and lifts as per the direction of Engineer-in-Charge.

Flat surfaces such as soffits of suspended floor, roofs, landing and the like etc. upto 200mm thickness complete in all respects as per the directions and best satisfaction of the Engineer-in-Charge.

Beams,cantilivers,girders and lintels sides and soffits of beams,beam haunchings, cantilivers , girders, bressumers and lintels not exceeding 1 metre in depth complete in all respects as per the directions and best satisfaction of the Engineer-in-Charge.

Edges of slab and breaks in floors and walls under 20 cm wide complete in all respects as per the directions and best satisfaction of the Engineer-in-Charge.

Providing and laying Reinforced cement concrete work 1:1.5:3 (1cement: 1.5 sand : 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:-

Foundation & footing complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.

Walls ( any thickness but not less than 0.10mtr thicknes) including attached butteresses, pillaster plinth and string courses etc. from top of foundation level upto floor two level with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.

Suspended Floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.

Providing and laying Reinforced cement concrete work 1:2:4 (1 cement: 2 sand : 4 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:-

Suspended Floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.

Providing Mild steel/Tor steel reinforcement for RCC work including bending, binding and placing in position complete in all respect with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.

Providing and laying cement concrete 1:5:10 ( 1cement:5 sand: 10 graded stone aggregate 40 mm nominal size )with 15% plum and curing complete excluding the cost of form work in retaining walls, the size of plums shall usually be 150mm to 300mm as per H.P.P.W.D. Specification complete in all respects as per the directions and best satisfaction of the Engineer-in-Charge.

Random rubble masonary/Polygonal rubble masonary (coursed or brought to courses with hard stones of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 in cement mortar 1:6 complete in all respects as per the directions and best satisfaction of the Engineer-in-Charge.

Brick work using common burnt clay building bricks in super structure above plinth level upto floor two level 2nd class bricks cement mortar 1:6(1cement:6sand) complete in all respects as per the directions and best satisfaction of the Engineer-in-Charge.

Half brick masonary in common burnt clay buildings bricks in cement mortar 1:4(1cement:4sand) 2nd class bricks complete in all respects as per the directions and best satisfaction of the Engineer-in-Charge.

Providing 40 * 3 mm iron hold fast 40 cm long including fixing to frame with 10 cm dia bolts, nuts and wooden plugs and embending in c.c. block 30*10*15 cm 1:3:6 ( 1 cement:3 sand: 6 graded stone aggregate 20 mm nominal size complete in all respects as per the directions and best satisfaction of the Engineer-in-Charge.

Cement pointing on brick work with cement mortar 1:3(1cement:3sand) complete in all respects as per the directions and best satisfaction of the Engineer-in-Charge.

Bed material filling under floors watering and ramming etc. complete in all respects as per the directions and best satisfaction of the Engineer-in-Charge.

Stone soiling under floor tightly hand packed complete in all respects as per the directions and best satisfaction of the Engineer-in-Charge.

6mm cement plaster to ceiling in CM 1:3 ( 1Cement :3 Sand) complete in all respects as per the directions and best satisfaction of the Engineer-in-Charge.

15 mm cement plaster in single coat on rough side of brick/concrete stone walls for interior plastering up to floor two levels including arrises, internal rounded angles, chamfers and/or rounded angles not exceeding 80 mm in girth and finished even and smooth in cement mortar 1:6 (1 cement:6 sand) complete in all respects as per the directions and best satisfaction of the Engineer-in-Charge.

Precast terrazzo tiles 20mm thick with marbal chips of specified sizes laid in floors on a bed of 25mm average thickness of cement mortar 1:6(1cement:6 sand) jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and policing complete with tiles of following shades:- a. Silver gray complete in all respects as per the directions and best satisfaction of the Engineer-in-Charge.

Providing wood work in frames of doors, window, clerestory windows and other frames wrought, rammed & fixed in position complete in all respects as per the directions and best satisfaction of the Engineer-in-Charge.

Providing and fixing panneled glazed or panneled and glazed shutters for doors, windows and clerestory windows,including black enamelled iron butt hinges with necessary screws. 40 mm thick.2nd class deodar wood complete in all respects as per the directions and best satisfaction of the Engineer-in-Charge.

Providing and fixing M.S. grills of required pattern in MS frames of windows etc with MS flat welded with wire mash complete in all respects as per the directions and best satisfaction of the Engineer-in-Charge.

White washing with lime on undecorated walls surfaces two coats to give an even shade including throughly brooming the surface to remove all dirt,dust and other foreign matters complete in all respects as per the directions and best satisfaction of the Engineer-in-Charge.

Distempering dry distemper of approved brand and manufacturer( Two coats) and of required shade on undecurated wall surface to give an even shade over and including primer coat of whiting after thoroughly brushing the surface free from mortar droppings and other foreign matter including preparing the surface even and sand papered smooth complete in all respects as per the directions and best satisfaction of the Engineer-in-Charge.

Applying priming coat on new wood and wood based surfaces after and including preparing the surface by thoroughly cleaning oil,greese,dirt and other foreign matters,sand papering and knotting.Ready mixed paint brushing wood primer pink complete in all respects as per the directions and best satisfaction of the Engineer-in-Charge.

Painting two coats (excluding priming coat) on new wood and wood based surfaces,with enamel paint to give an even shade including cleaningthe surface of dirt ,dust and other foreign matters sand papering and stopping with readymade paint other than white complete in all respects as per the directions and best satisfaction of the Engineer-in-Charge.

Providing and fixing anodised aluminium sliding door bolts with bolts and nuts screws etc complete 250x16mm complete in all respects as per the directions and best satisfaction of the Engineer-in-Charge.

Providing and fixing anodised aluminium tower bolts( barrel type) with screws etc complete complete in all respects as per the directions and best satisfaction of the Engineer-in-Charge.

Providing and fixing anodised aluminium handles with necessary screws etc complete 125mm complete in all respects as per the directions and best satisfaction of the Engineer-in-Charge.

Providing under layer for plinth protection complete in all respects as per the directions and best satisfaction of the Engineer-in-Charge.

Providing plinth protection 50mm thick in cement concrete 1:3:6 (1 cement: 3 sand: 6 graded stone aggregate 20mm nominal size complete in all respects as per the directions and best satisfaction of the Engineer-in-Charge.

Providing and fixing vitreous china wash down water closet ( European type. W.C. pan) with integral P or S trap including jointing the trap with soil pipe in cement mortar 1:1 (1 cement :1 sand ) Seat and over to be measured and paid for separately complete in all respects as per the directions and best satisfaction of the Engineer-in-Charge.

Providing and fixing 100 mm size P or S trap for water closet ( squatting pan) including jointing the trap with the pan and soil pipe in cement mortar 1:1 ( 1 cement :1 sand) Vitreous china complete in all respects as per the directions and best satisfaction of the Engineer-in-Charge.

Providing and fixing automatic flushing cistern with a pair of C.I. Or M.S. brackets complete with fittings including C.I. Syphonic apparatus, masquito proof lid, C.P. Brass unions and coupling for connections with inlet, out let and over flow pipes including cutting holes and making good the same ( over flow pipe tobe measured and paid for separately) 5 ltr capacity complete in all respects as per the directions and best satisfaction of the Engineer-in-Charge.

Providing and fixing vitrous china wash basin with single hole for pillar tap with C.I. or M.S. brackets painted white including cutting holes and making good the same but excluding fittings 630mm X 450 mm complete in all respects as per the directions and best satisfaction of the Engineer-in-Charge.

P/F 25 cm long PVC connection pipe 15 mm dia with brass union of superior quality as approved complete in all respects as per the directions and best satisfaction of the Engineer-in-Charge.

P/F bath room Jet for water closet completed in all respect including PVC connection pipe with brass check nut and all other accessories contingent there to complete in all respects as per the directions and best satisfaction of the Engineer-in-Charge.

P/F CP concealed angle cock ISI marked complete in all respects as per the directions and best satisfaction of the Engineer-in-Charge.

P/F chromium plated piller cock of 15 mm dia of superior quality as approved complete in all respects as per the directions and best satisfaction of the Engineer-in-Charge.

P/F chromium plated brass waste coupling for wash basin or shink 32 mm dia including all accessories of superior quality as approved complete in all respects as per the directions and best satisfaction of the Engineer-in-Charge.

Providing and fixing 600mm X 450 mm bevelled edge mirror of superior glass mounted on 6mm thick AC sheet or plywood sheet and fixed to wooden plugs with CP brass screws and washers complete in all respects as per the directions and best satisfaction of the Engineer-in-Charge.

Providing and fixing PVC Pipe 100 mm dia complete in all respects as per the directions and best satisfaction of the Engineer-in-Charge.

Providing and Fixing GI unions complete in all respects as per the directions and best satisfaction of the Engineer-in-Charge.

Providing and Fixing GI elbow complete in all respects as per the directions and best satisfaction of the Engineer-in-Charge.

Providing and Fixing GI Tee complete in all respects as per the directions and best satisfaction of the Engineer-in-Charge.

Providing and Fixing GI sockets complete in all respects as per the directions and best satisfaction of the Engineer-in-Charge.

Providing and Fixing to wall ,ceilling and floor galvanised mild steel tube , fitting and clamps including making good the same ic.c. wall, ceiling and flooring 15mm complete in all respects as per the directions and best satisfaction of the Engineer-in-Charge.

Providing and Fixing GI nipples complete in all respects as per the directions and best satisfaction of the Engineer-in-Charge.

P/F CP brass Towel Rail completed with CP brass screws and accessories complete in all respects as per the directions and best satisfaction of the Engineer-in-Charge. 0.75 mtr long

Providing and Fixing PVC water storage tank complete in all respects as per the directions and best satisfaction of the Engineer-in-Charge.

Providing and fixing of Steel/fibre reinforcement concrete (SFRC) manhole cover with frame conforming to IS-12592 (Part - I)-1998 with latest ammendments 560 mm dia medium duty complete in all respects as per the directions and best satisfaction of the Engineer-in-Charge.

Providing,Laying,jointing and testing of Ductile Iron pipe flanged joint pipes with CML including cost of bends complete as per IS: 8329-2000 class K-9 as per dimensions,weight and pressure of 1.75 Mpa. complete in all respects as per the directions and best satisfaction of the Engineer-in-Charge. DI Flanged Pipe Class K-9 150 mm dia PN-16

Steel welded in built up section and frame work including cutting hoisting in position and applying priming coat red lead paint :- in grating, framed,bars,ladder bars, brackets and similar works complete in all respects as per the directions and best satisfaction of the Engineer-in-Charge.

Provision of automation of the scheme complete in all respects as per the directions and best satisfaction of the Engineer-in-Charge.

Supply and errection of Horizontal spindle, horizontal split casing Single/Multistage submersible non clog pump set KRT of approved make such as KSB/Mather & platt/Jyoti/Kirloskar/WASP any other approved make conforming to IS 5669-1970 (latest with upto date ammendments) read with BIS 9137-1978 or latest to handle Non clog raw water having turbidity 50 ppm. with impellers, casing ring & shaft sleeves of bronze, shaft of steel with cast iron casing of suitable capacity coupled directly through a flexible coupling on a common base plate to Kirloskar/ NGEF/ Crompton/ Siemen/ Jyoti slip ring/ squirrel cage screen protected drip proof induction electric motor suitable for operation on the data given below.

A) SITE LOCATION:- i) Location of site about 2 KM from Rewalsar (Near village Challahar) ii) The altitude of place in which the motor is intended to work in ordinary service if it exceeds 1000 mtr.- 1100Mtrs iii) Humidity : Weather generally remains humid during monsoon season iv) Nature of atmosphere : As normally encountered in Shivalik Range.v) Detail of quality of water -Clear cold water.vi)Water free from sand or not- yes vii) Water corrosive or not - No viii)Turbidity (if any)- upto 500 PPM ix)NPSH available:-V- x) Any other information or requirement B) OPERATING CONDITIONS:- i) Type of current -AC three/single phase ii) Operating frequency - 50 HZ iii) Rated voltage -415 (+/-) 10% volts iv)System of earthing if any to be adopted-Double loop earthing as per BIS 3043-1987 latest with upto date ammendments v)No. of Working hours per day-20 hours vi) Speed of revolution in RPM-To be quoted by tenderer vii) Direction of rotation -To be quoted by tenderer viii)The max. Temp. of cooling air & water in the place in which the pumpset is intended to work in ordinary service.-25 Degree Centigrade

C) MOTOR:- i) Ref to BIS code :-KSB/Mather & platt/Jyoti/Kirloskar/WASP any other approved make BIS 325-1978 read with BIS 900-1992 latest with upto date ammendments ii) Type of enclosure of motor :-SPDP (As per BIS 4691-1985, latest).iii) Type of duty-Continuous iv) 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.v) Class of insulation - Class -B vi)Max.permissible temp.rise of motor reqd. if different from given in B (viii) above. _____ vii) Particulars of test reqd. & where they are to be conducted.- As per terms & conditions viii)Particulars as to whether voltage limiting device will be employed- ATS / Star Delta starter oil immersed,fully automatic to be installed between bus bar chamber & motor.Shunt capacitor is also proposed to be installed for improving the power factor at site.NOTE:- Star delta starter upto 37.5 KW & ATS for 37.5 KW to 50 KW & stator rotor starter with slip ring motor beyond 50 KW.ix)Motor whether squirrel cage or slipring-Squirrel cage/slipring Note:- Squirrel cage upto 65 HP and slipring above 65 HP x) Details of shaft extension required-Just sufficient to provide direct drive by flexible coupling to pump.xi)Type of slip ring gear whether continouly rated or for starying purposes only & whether to be fitted with brush lifting or short circuiting arrangements or both if interlocks are required.-Continouslly rated for Squirrel cage/ Slipring motor.xii) 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.xiii) 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.-To work the pump offered xiv)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.

D) PUMP (BIS 1520-1980) read with BIS 9137-1978 both latest with upto date ammendments :- a)Nos of pumps reqd. -2 no. of pumps (one will act as standby).b) Spare parts required - For two years normal maintenance as recommended by manufacturer.c) Optional fittings reqd. -Air cock for exahausting air from each stage. E) PUMP OPERATING CONDITIONS:- i) Capacity- 12.15LPS for each pump.ii) Total head in Mts.-70.14 Mtr ( If total head is not known then following details be provided) :- i) Static head -65 Mtr ii) Minimum depth of water -90.00 Mtrs. (Bore Well) iii) Variation in water level………….. Mtrs.iv) Ground level to max. water level ------------------- Mtrs.v) Ground level to delivery point 787 Mtrs.vi) Pressure in the suction tank …………. Kg/cm^2 vii) Pressure in the delivery tank …………. Kg/cm^2 iii) Length of R/Main -150 Mtr iv) Dia of R/Main -150 mm Dia v) Drive arrangement -Direct through flexible coupling on a common base plate.vi) Drive Type-Electric Driven vii)NPSH required-To be quoted by the tenderer.viii) Limits of total head in which the pump is reqd. to operate.- (-) 15% to (+) 10% of total head.ix) Suction/delivery size of pump -To be specified by the tenderer x) Efficiency of pump at- To be specified by the tenderer a) Duty head b) (+) 10 % head c) (-) 15 % head xi) Material of construction-To be specified by the tenderer (Manufacturer's certficate to be appended)

Supply of suitable oil immersed star delta starter/ATS/star rotor starter of approved make such as MEI/Kilburn/Jyoti/ Siemens any other approved make conforming to BIS-8544-1979 latest with up to date ammendments for squirrel cage/slipring motor (make to be specified by the tenderers) mounted on panel board with magnetic type over load release & dashpot,time lag,under voltage release with initial oil filling . Note:- Star - delta - starter upto 37.5 KW , ATS between 37.5 KW to 50 KW and stater rotor starter with slipring motor beyond 50 KW.

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

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

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

MCB/Oil circuit breaker of suitable capacity of Kilburn/LT/LK/MEI/Standard make on incoming feeder for motors offered by the tenderer conforming to BIS 2516-1985 latest with upto date ammendments with neutral linked under voltage release.

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

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

Hour run meter of reputed make of four digit capacity conforming to BIS-722(latest edition) recommendations complete in all respect.

Suitable three phase voltage monitor relay with all protections & usual indicators with electrical sirens against single phasing, no voltage, high voltage & overloading & phase voltage difference complete in all respect.

Change over Switch of reputed make & suitable capacity complete in all respect.

Single phase preventor of reputed make & suitable capacity complete in all respect.

Supply of Kirloskar/ Kilburn/IVC/ Fouress/ Gled/ BHEL/ Leader of reputed make of suitable size cast iron/ cast steel double flanged sluice valve having size equal to delivery of pump and capable of withstanding nominal seat pressure of 21 kg/cm^2 ASA-150.

Supply of Kirloskar/ Kilburn/IVC/ Fouress/ Gled/ BHEL/ Leader of suitable size cast steel double flanged swing check type reflux valve having bye pass arrangement and size equal to delivery of pump and capable of withstanding nominal seat pressure of 21 kg/cm^2 ASA-150. Note: The Cast steel sluice valve shall confirming to class 150 ASA (seat pressure 21 kg./cm^2) or class 300 ASA (seat pressure 52 Kg./cm^2 ) or class 600 ASA (Seat pressure 104 Kg./cm^2) as per BIS 1414 (API 600).

Supply of Kirloskar/ Kilburn/IVC/ Fouress/ Gled/ BHEL/ Leader of suitable size cast steel double flanged swing check type reflux valve having bye pass arrangement and size equal to dia of R/main for withstanding nominal seat pressure of 21kg/cm^2. Note: The sluice valve shall confirm to BIS: 780-1984 latest with up to date amendments. However, if the seat pressure exceeds the limits prescribed in BIS 780 then the sluice valve shall be of cast steel confirming to class 150 ASA (seat pressure 21 kg./cm^2) .

Supply of Kirloskar/ Kilburn/IVC/ Fouress/ Gled/ BHEL/ Leader make of suitable size cast iron flanged sluice valve conforming to IS 780, size equal to dia of suction pipe PN-1 provided with hand wheel /cast iron capcomplete in all respects as per the directions and best satisfaction of the Engineer-in-Charge.

Supply of Kirloskar/Jyoti/Standard/Kilburn make cast iron flanged screwed type foot valve with strainner of dia equal to dia of suction pipe conforming to BIS 4038-1986 or latest with upto date ammendments complete in all respects as per the directions and best satisfaction of the Engineer-in-Charge.

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

Providing and Laying suitable size copper PVC insulated armoured power three core cable confirming to BIS 1554 (Part I) -1988 or latest with up to date ammendments Siemen/Gloster/ICC make from switch & starter to motor (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.

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

Supply & errection of floor/wall mounted power factor shunt capacitor conforming to BIS 2834-1986 latest with upto date ammendments BHEL/GEC/Machneil/ Mager/Bajaj make to raise the prevailing power factor at site to 0.95 for direct connection to induction motor individually, of required KVAR according to HP of motor offered including cable Siemens/ Gloster/ICC make from busbar chamber to capacitor & also including LT/LK/Kilburn make ICTP switches conforming to BIS 4064-1978 or latest with HRC fuses (Range to be specified by the tenderer.

Supply of standard make 100mm dia circular dial pressure gauge of suitable range Fiebeg / Bourden / Precision make with all accessories such as stop cock, copper tubing etc. conforming to BIS 3624-1987 latest with up to date ammendments.

Providing and Laying Suction Delivery pipe considering site requirements,NPSH required & available and 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. 1e(ii). NOTE:- Actual laying to be done as per final drawings to be approved by the Engineer in charge.

Errection of all equipments from S.No. 54 to 56.11 and 58.01 to 60 i/c cost of tees, bends, tapers & any other fittings required as per site conditions & as per directions of Engineer-in-charge.

Balwant Kumar

Chandan Parkash