Augmentation of GWSS Munish Bahli and Darkali

Cutting in earth work in all classification of earth work such as pick work, jumper work, saturated soil, blasting soft/ hard rock or chiselling soft/ hard rock where blasting is prohibited in all lifts including trimming and dressing of sides levelling of beds to correct grades including shoring, strutting, planking, timbering where ever required, stacking the serviceable/ unserviceable materials/soil separately complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge.

Excavation in earth work and disposal of all excavated earth up to all leads and lifts, disposed earth to be levelled neatly dressed as per direction and to the entire satisfaction of the Engineer-in-Charge.

Excavation in foundation trenches etc.(for pipes & pits upto all depth) in earth work in all classification of earth work such as pick work, jumper work, saturated soil , blasting soft/hard rock or chiselling soft/ hard rock including wedging out of a rock where blasting is prohibited in all lifts including trimming and dressing of sides levelling of beds to correct grades including shoring, strutting, planking, timbering and dewatering where ever required, stacking the serviceable/unserviceable materials/soil separately and after laying and jointing of pipes, returning the usable soil in trenches in 15 CM layers including consolidation of each deposited layers by ramming and watering and then dispositng of all surplus excavated soil, useable materials as directed within all leads/lifts including restoration of metalled surfaces to its original condition and including cost of diversion for traffic night signals, fixing caution boards, crossing over trenches for access to houses fencing etc. complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge.

Providing and laying cement concrete 1:5:10 ( 1 cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth complete in all respect with in all leads & lifts and as per the direction & to the entire satisfaction of the Engineer-in-Charge.

Providing and laying cement concrete 1:4:8(1Cement: 4Sand: 8Graded stone agg.40mm nominal size)& curing complete excluding cost of form work in foundation and plinth as per direction & to the entire satisfaction of the Engineer-in-Charge with in all leads and lifts .

Providing and laying cement concrete 1:3:6 (1Cement: 3Sand: 6Graded stone agg.40mm nominal size)& curing complete excluding cost of form work in foundation and plinth as per direction & to the entire satisfaction of the Engineer-in-Charge with in all leads and lifts .

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size)

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 reinforcemnt for reinforced concrete work complete in all respect with in all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge .

Foundation,footing,bases of columns and the like & mass concrete.

Walls (any thickness but not less than 0.10m thickness) attached pillaster, buttresses, plinth & string courses etc from top of foundaation level upto floor two level as per the direction & to the entire satisfaction of the Engineer-in-Charge.

Lintels , Beams , girders bressumers and cantilievers upto floor two level

Arches upto floor two level

Prov.form work with steel plates 3.15mm thick welded with angle iron frame 30 x 30 x 5mm so as to give a fair finish including centring, shuttering,strutting & propping etc. with wooden battens and ballies, height of propping & centering below supporting floor to ceiling not exceeding 4mtr.& removal of same for insitu rainforced concrete and plain concrete work complete in all leads and lifrs and as per the directioin and to the entire satisfaction of the Engineer-in-Charge :-

Foundation,footing,bases of columns and the like & mass concrete.

Flat surfaces such as soffits & suspended floors, roofs, landing and the like. Floor etc. upto 200mm in thickness.

Vertical surfaces such as walls ( any thickness ) partition and the like including attached pillasters buttresses, plinth and string courses and the like.

Beams , cantiliever, girders and lintels side and sofit of beams, beam haunching, cantiliever, bressumers and lintels in any depth in all height from floor.

Column , pillar, post and struts square rectangular or polygonal in plan

Edges of slab and breaks in floors & walls ( under 20 cmtr wide)

Prov.form work of ordinary timber plankings so as to give a rough finish i/c centring, shuttering,strutting & propping etc. ht.of propping & centring below supporting floor to ceiling not exceeding 4 mts. & removal of the same for insitu-reinforced concrete & plain concrete work in :-

Arches beyond 6.00 mts.span

Extra for arches, domes, vaults exceeding 6 m span

Providing mild steel / tor steel reinforcement for reinforced cement concrete work including bending, binding and placing in position complete upto floor two level complete in all leads and lifts and as per the direction and to the entire satisfaction of the Engineer-in-Charge. Tor Steel.

Steel work welded in built up section , trusses and framed work including cutting,hoisting,fixing in postion and applying a priming coat of red lead paint.

In gratings framed guard bars,ladders, railling,brackets and similar work. & as per direction & to the entire satisfaction of the Engineer-in-Charge

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes

Providing and fixing M.S. grills of required patterns in wooden frames of windows etc. with M.S. Flats, square or round bars with round headed bolts and nuts complete including carriage of material within all leads and lifts and as per direction of Engineer-in-charge.

Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.20 mm M.S. laths with 1.20 mm thick top cover

Providing in RCC work smooth finishing of the exposed surface with Cement mortar 1:3 (1 Cement : 3 Sand) & as per direction & to the entire satisfaction of the Engineer-in-Charge.

P/L No fine concrete in cement concrete 1:6 ( 1 cement : 6 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work & reinforcement for reinforced concrete work.

Wire crate made of G.I wire filled with boulders with square cut faces against the wire. (boulder filling to be measured and paid for separately) G.I. Wire 4 mm thick corresponding to SWG-8 15cmX15cm mesh.complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge.

Wire crate made of G.I wire filled with boulders with square cut faces against the wire.(wire crate to be measuresd and paid for separetely)complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge.

Boulder filling behind the R/wall complete in all respect within all leads and lifts as per direction & to the entire satisfaction of Engineer-in-charge.

P/F PVC pipe 100mm dia for weap holes in R/walls complete in all respect to the entire satisfaction of the Engineer-in-Charge.

Manufacturing , Supplying & fixing of MS Man hole cover of size 60x60 cm Frame fixed with angle iron of size 40x40x5mm and top fixed angle iorn 25x25x5mm with MS sheet 3.15 mm thick including cutting. Welding and painting two coat with red oxide and making locking arrangement complete with reputed lock i.e Link/ Harison make (HEAVY DUTY) complete in all respect as per direction of Engineer-in-Charge.

Constructing chamber for sluice valve, 1.20x1.20x1.00mtr size (inside) & RCC top slab in cement concrete 1:2:4 mix (1cement:2sand :4 graded stone aggregate 20 mm nominal size) (with 150 mm thick walls of rcc 1:2:4 (1cement: 2sand: 4graded stone aggregate 20 mm nominal size) complete with form work & reinforcement with 8 mm bars at not exceeding 150 mm centres both ways)

Providing & Placing in horozontal layers of filtering media duly graded, screened, washed & cleaned as specified by engineer-In-charge

Top Layer:- Fine sand (eff. Size 0.20 mm to 0.40 mm & uniformity coefficient 2.00 to 3.00

2nd layer:- Coarse sand 3 mm to 6 mm

Third layer:- Bazri 20 mm to 25 mm

Fourth Layer:- Bazri 6 mm to 20 mm

Bottom Layer:- Broken stone 50 mm

Brick work using common burnt clay building bricks in superstructure above plinth level to floor two level in cement mortar 1:6 ( 1Cement, 6 Sand ) of 2nd class bricks complete in all respect with in all leads and lifts.

Half Brick masonary in common burnt clay building bricks in cement mortar 1:4( 1Cement, 4 Sand ) of 2nd class bricks complete in all respect with in all leads and lifts.

Providing wood work in frames of doors, windows, clerestory windows and other frames wrought framed and fixed in position. 2nd. Class deodar wood.

15 mm cement plaster in single coat of rough sides of bricks/concrete stone walls for interior plastering upto floor two level including arrises internal rounded angles chamber and rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:6(1cement:6sand) within all leads and lifts.

Providing and fixing 10 mm thick anti skid water proof stain and impect resosent heavy duty vertified tiles Nitco or equivalent 600x600x10 mm manufacture of approved shade and colour in flooring , treads of steps and landing laid over 12 mm thick cement mortor 1:3 ( 1 cement :3 sand) joined with cement slurry mixed with pigment to match the shade of tiles as required complete in all respect

Distempering (two coats) with oil bond distemper of approved brand and manufacture and of required shade on undecorated surface to given an even shade and including priming coat with distemper after throughly brushing the surface free from mortar dropping and other foreign matters

Priming coat over new wood and wood based surfaces after and including preparing the surface by throughly cleaning oil grease & dirt and other forgien matter

Priming on steel work with ready mixed paint brushing to give even shade including cleaning all dirt dust and other foreign matters white paint.

Painting over new wood and wood based surfaces after and including preparing the surface by throughly cleaning oil grease & dirt and other forgien matter

Painting on steel work with ready mixed paint brushing to give even shade including cleaning all dirt dust and other foreign matters white paint.

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

Providing under layers for plinth protection of 75 mm thick( unconsolidated) bed dry brick / stone aggregated 40 mm nominal size will rammed & consolidated & grouted with fine sand including preparation of gruond.

Providing and /Fixing Pannelled & glazed shutters for doors windows and clear storey windows including bright finish black enamel led iron butt hings necessary screw 40 mm thick 2nd class deodar wood.

Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm, for doors, windows and clerestory windows with hinges and necessary screws :40 mm thick Shutters (Second class Deodar wood)

Providing /Fixing anodised bright finished brass sliding door bolts with nuts and screw complete

Sliding door bolts 300x16mm.

Providing /Fixing anodised bright finished brass tower bolts ( barrel type) with screw complete

M.S. tower bolts (Barrel type) leads and lifts. 200x10mm.

M.S. tower bolts (Barrel type) leads and lifts. 150x10mm.

Providing /Fixing oxidised aluminium MS handle with screw complete

M.S. handles 125mm dia

M.S. handles 100mm dia

1.80mt.height fencing with 2.5mt (50x50x6 mm) angle iron post ,2.50mt centre to centre with nine horizental lines and two diagonals of galvinised steel barbed wire) IS:278-1962 type-I) weighting 9.38kg per 100mt.(minimum) strained and fixed to post complete in all respect with CC 1:5:10 within all leads and lifts as per direction & to the entire satisfaction of Engineer-in-charge.

P/F MS gate as per standard design i.e MS square pipe clamps, pintal sets with pin clamps in cement concrete block (150x30x29 ) size complete with second class deodar wood

Providing/Fixing 0.50mm thick prepainted steel sheet (TATA make)in roofing with hot dipped metallic zinc coated sheet with top coat of regular modified polyester (RNP) organic coating of 20 microns over 5 microns primer coating to back coat of polyester of 5 micron over 5 micron primer coating including fixing with prepainted iron J or L hooks, bolts & nuts 6mm dia with prepainted limpet and rubber washers complete with all accessories as required as per the direction of Engineer-in-Charge .

Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 1518 microns using self drilling/ self tapping screws complete :

Ridges plain (500 - 600mm)

Gutter (600 mm over all girth)

Barge board / Facia (Upto 300 mm)

Providing and fixing insulating board ceiling of approved quality with necessary nails etc. complete (frame work to be paid separately) :

Flame retardant face insulating board 12mm thick

Prov laying and spreading and compacting stone agg. Of specific sizes of water bound macadam specification including spreding in uniform thickness hand packing rolling with three wheel 80-100 kN static roller in stages to proper grade and camber , applying and brooming, stone screening/binding materials to fill up the intertics of coarse agg., watering and compacting to the required density grading 1 as per technical specification clause 405 within all leads and lifts as per direction & to the entire satisfaction of Engineer-in-charge.

(A) by manual means

BITUMINOUS MACADAM

Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000m laid over a previously prepared surface with paver finisher to the requried grade, level and alignment and rolled to achieve the desired compaction as per echnical specification clause 504 within all leads and lifts as per direction & to the entire satisfaction of Engineer-in-charge.

Tack coat

Providing and applying tack coat with bitumen imultion(RS-1) using imultion distrbutor at the rate of 0.25 to 0.30 kg per sq.m on the prepared bitumen surface cleaned with hydraulic broom as per technical specification clause 503 within all leads and lifts as per direction & to the entire satisfaction of Engineer-in-charge.

20mm thick open graded premix carpet using bitumen

Providing laying and rolling of open-graded permix carpet of 20 mm thickness composed of 13.2 mm-5.6mm aggrigate either using penetration grade bitumen or emulsion to required line grade and level to serve as wearing course on a previously prepared laying and rolling with a three wheel 80-100 kN static roller capacity,finished to required level and grades to be followed by seal coat of either type A or type B or type C as per technical specification clause 508. within all leads and lifts as per direction & to the entire satisfaction of Engineer-in-charge.

Seal Coat

Providing and laying seal coat sealing the voids in a bitumen surface laid to the specified levels grade andcoss fall using type A within all leads and lifts as per direction & to the entire satisfaction of Engineer-in-charge.

Providing, laying, jointing, testing & commissioning at site in trenches bevelled ended BIS marked MSERW pipes of various grade conforming to IS/ISO-3183-2012 L 210 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 haves zinc coating inside & out side conforming to IS/ISO-4736-1986 or latest with upto date amendments & shall be engraved with code IS/ISO-3183-2007 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 (Earth work shall be measured and paid for separately).

80 mm wall thicknes 4.80 L290 or Grade A

Laying, jointing and testing in trenches to be levelled to grade galvanised mild steel pipe light grade of following nominal diameter including fittings complete in all respect to the entire satisfaction of the Engineer-in-Charge. ( Earth work in trenches to be measured and paid for separately).

15 mm nominal dia

20 mm nominal dia

25 mm nominal dia

32 mm nominal dia

40 mm nominal dia

50 mm nominal dia

65mm nominal dia

80 mm nominal dia

Providing & fixing full way valve with wheel of following diameter complete within all leads and lifts.

15 mm nominal diameter.

20 mm nominal dia

25 mm nominal dia

32 mm nominal dia

40 mm nominal dia

65mm nominal dia

Prov and fixing cast steel 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 300 ASA (seat pressure 105 Kg/cm^2) as per BS 1414 ( MSERW -80 mm dia).

80 mm dia Class ASA-600

80 mm dia Class ASA-150

Prov and fixing cast steel double flanged Automated / self actuated non returning valves of approved make makes such as Kirloskar, BHEL, Kilburn, KSB,Leader, GLED as per BIS 1868 including all leads and lifts complete in all respect.

80 mm dia Class ASA-600

Providing & fixing cast steel Air valve ASA-300 class of following diameter complete within all leads and lifts.

50 mm dia Class ASA-150

Providing & fixing CI Sluice valve (with hand wheel) as per IS : 780-1984 class-I upto 300 mm dia.(i/c brass spindle & as per 2906-1984 class-II for dia.> 300 mm) complete with bolts nuts,rubber insertion etc.,(the tail piece if required shall be measured & paid for separatly)

80 mm dia

Pumping machinary 1st Stage:-

Supply errection, testing and commisioning of horizontal spindle,horizontal split, redial split Single/Multistage centrifugal pumps of standard make such as KSB/Mathar & Platt/Jayoti/Kirloskar confirming to BIS 1520-1980 (latest with upto date ammendments) read with BIS 9137-1978 or latest to handle clear water having turbidity up to 50 ppm. with impelleres,casing ring performing funnel & 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 of cast steel/ mild steel to BHEL /Kirlokar/NGEF/Crompton/ Siemen/Jyoti slip ring/squirrel cage screen protected drip proof induction electric motor suitable for operation on the data given below i/c all leads an lifts and lifts as per entire satifaction of Engineer- in- charge.

2 Nos. Pump set ( i.e 1 No. working simultaneously & 1 No. Pump stand by Static Head = 422 Mtr, Discharge=4.55 LPS , Total Head= 472.89, Dia of pipe = 80mm

A) SITE CONDITIONS i) Location of site= Nogli Khad ii) The altitude of place in which the motor is untended to work in ordinary service if it exceeds 1000 Mt= 1883 Mtr. iii) Humidity= Whether generally remains clear during monsoon season. iv) Nature of atmosphere=As normally encountered in Himalyan Range v). Detail of quality of water= Clear cold water. vi) Water free from sand or not= Yes vii). Water corosive or not= Not viii). Turbidity (if any)= Up to 50 PPM ix). NPSH available= Positive suction. x). Any other information or requirement=

B OPERATING CONDITIONS i). Type of current= AC three/ single phase ii). Operating frequency= 50HZ iii). Rated voltage= 400(+/-)10%volts iv). System of earthing if any to to be adopted.= Double loop earthing as per BIS 3043-1987 latest with upto date amemndements v). No. of working hours per day= 8 hours vi). Speed of revolution in RPM= to be quoted by tenderer vii). Direction of rotation= to be quoted by the tenderer viii). The max. Temp. of cooling air & water in the place in which the motor is intented to work in ordinary service.= 30 Degree Centigrade

C) MOTOR i) Ref. to BIS code= BIS 325-1978 read woth 900-1992 (latest) with upto date amendements. ii). Type of enclosure of motor= SPDP (as per BIS 4691-1985 (latest). iii). Type of duty= Continous iv). Mechanical out put in KW= Suitable for driving centifugal pumps 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 and conditions viii). Particulars as to whether voltage limiting divice will be employed= At S/star delta starter oil immersed fully automatic to be installe between bus bar & 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 between 37.5KW to 50 KW & Starter rotor with sluip ring motor beyond 50 KW ix). Motor whether squirrel cage or slipring= Squirrel cage/slipring Note:-Squiareel cage upto 65HP and slipring above 65 HP x).Details of shaft extension reqd.= Just sufficient to prode diretc drive by flexible coupling to pump. xi). Type of slip ring gear whether continouly rated or for=Continously rated for squirrel cage/slipng starting purposes only & whether to be fitted with brush lifting or short circuting arrangements or both if interlocks are required. xii). Breakway torque in terms of rated l= Breakway torque to be given by the tenderer but the current which may be taken from the supply with the starting current should not exceed 2.5 of time of the starting apparatus in circuit. full load current, xiii). Nature of load & any information regarding the = Sufficient to work the pump offered driven machine which has a bearing upon the torque reqd.during the accelearted period, the kinetic energy of the moving parts to be accelarated & No.of starts during a specified period. xiv).. Where possible fault capacity of the system to which the motor is connected.= The motor should be able to withstand intial current of 2.5 times teh rated current for two minutes without suffering damages or permanent deformation.

D) PUMP (BIS 1520-1980)read with BIS 9137-1978 both latest with upto date ammendments a). Nos of pumps reqd.= 2 Nos pumps One will act as working & 1 stand by b). Spare parts required= For two years normal maintenance as recommended by manufacturer. c). Optional fittings reqd.= Air cock for exhausting air from each stage.

E) PUMP OPERATING CONDITIONS i). Capacity = 4.55 LPS for each pump. ii). Total head in Mtrs. If total head is not known then following details be provided:- 472.89 Mtr i)Static head /Discharde Head = 422.00 Mtr ii)Minimum depth of water= Positive suction. iii)Variation in water level=- ---Mtrs iv)Ground level to max.level= --Mtrs v)Ground level to delivery point= Mtrs vi)Pressure in the suction tank= Kg. cm/2 vii)Pressure in the delivery tank=Kg cm/2 iii). Length of R/Main= 2100 Mtr iv). Dia of R/Main= 80mm v). Drive arrangement= Direct through flexible coupling on a comman base plate vi). Drive type= Electric driven. vii0. NPSH reqd.= to be quotated by the tender 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 Material of construction= To be specified by the tendered (manufacturers certificate to be appended.

Providing & fixing suitable soft starter of approporiate rating for motor specified in technical specification for the purpose of controlled starting & stoping of pump with upper and Lower voltage and current limit i/c all leads an lifts and lifts as per entire satifaction of engineer in charge of standard make such as MEI/Kilburn/Jyoti/ Siemens/Larson & Tubro conforming to BIS-8544-1979 latest with up to date ammendments for squirrel cage/slip-ring 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 as the case may be with single phase preventor as per IS 1246 (Part-1)-1963 with up to date ammendments.

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.( Each pannel board comprising below mention accessories)

ICTP switches with HRC fuses Kilburn/Larsen & turbo/Standard/Siemen / Havells make and having capacity 30% extra of the operational rating of motor as per BIS 4064-1978 with upto date ammendments immediately after the power meter of HPSEB.i/c all leads an lifts and lifts as per entire satifaction of engineer in charge

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 up to date ammendment i/c all leads an lifts and lifts as per entire satifaction of engineer in charge

MCCB of appropriate capacity suitable for above specified capacity of Kilburn/LT/LK/MEI/ GEC/ Havells/ Diamond of standard make on in coming feeder for motors offered by the tenderer conforming to BIS 2516-1985 latest with upto date ammendments with internal oil filling whenever required and neutral linked under voltage release i/c all leads an lifts and lifts as per entire satifaction of engineer in charge

Indicator for main ON-OFF system standby-overload run sump empty -full RYM phase i/c all leads and lifts as per entire satifaction of Engineer-In- Charge

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 automation system i/c all leads an lifts and lifts as per entire satifaction of engineer in charge

Hour run meter of reputed make of digit capacity conforming to BIS-722 latest edition / recommendation.

Suitable three phase voltage monitor relay with all protections & usual indicators with electric sirens against single phasing, No/low voltage, high voltage & overloading & phase voltage difference as per IS-3842 with up to date ammendments.

Change over Switch of reputed make & suitable capacity.

Single phase preventor of reputed make & suitable capacity conforming to IS:1248 (P-V)-1983 with up to date ammendments

Float type two point low/high level monitering system of water supply tank(sump well) integrated with programmable logic controller for dry run protection and automatic pump control i/c all leads and lifts as per entire satifaction of engineer -in- charge.

Easy Fault Diagnostics with led disply for main supply missing or <75% phase loss reversal & other error, i/c all leads and lifts as per entire satifaction of engineer -in- charge.

Automatic phase reversal rectifeir of appropriate capacity suitable for above specified motor i/c all leads and lifts as per entire satifaction of engineer -in- charge.

Frequency meter for AC Supply of appropriate capacity suitable or above specified motor i/c all leads and lifts as per entire satifaction of engineer -in- charge.

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/ i/c all leads an lifts and lifts as per entire satifaction of engineer -in- charge.

Rust free powder coated control panel suitable for housing all the above listed electric and electronic componnents i/c all leads an lifts and lifts as per entire satifaction of engineer -in- charge.

Providing and fixing of Kirloskar/Leader/KSB/ make of cast steel double flanged sluice valve having size one size higher dia than the nominal delivery size of pump and capable of withstanding nominal seat pressure as mentionmed in item No. 1(a) & conforming to BIS/API-standards with up to date ammendments for delivery line of pump (including one No for common header) i/c all leads an lifts and lifts as per entire satifaction 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 600 ASA (seat pressure 112 Kg/cm^2) as per BS 1414 ( MSEW -80 mm dia).

Providing and fixing of Kirloskar/Leader/KSB/ make of suitable size cast iron/cast steel double flanged Automated/ self actuated 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. 1(a) & conforming to BIS/API-standards with up to date ammendments for delivery line of pump i/c all leads an lifts and lifts as per entire satifaction of engineer -in- charge.

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 600 ASA (seat pressure 112 Kg/cm^2) as per BS-1414 ( MSERW pipe-125mm dia) .

Providing and fixing of Kirloskar/Leader/KSB/Pelocon/Fouress make cast iron flanged Sluice valve for suction pipe having size one or two size larger than suction size of pump such that valocity 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 i/c all leads an lifts and lifts as per entire satifaction of engineer -in- charge.

NOTE:- The C.I sluice valve PN 1.6 as per IS 2906-1998).

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 Tranformer 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. i/c all leads an lifts and lifts as per entire satifaction of engineer (for 2 Nos. Pump Set. )

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 i/c all leads an lifts and lifts as per entire satifaction of engineer -in- charge.

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) i/c all leads an lifts and lifts as per entire satifaction of engineer -in- charge.

Providing and fixing 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 i/c all leads an lifts and lifts as per entire satifaction of engineer -in- charge.

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. 1 (E)-(ii). The size of suction pipe shall be one or two sizes larger than the suction size of pump such that valocity 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 i/c all leads an lifts and lifts as per entire satifaction of engineer -in- charge.

NOTE:- Actual laying to be done as per final drawings to be approved by the Engineer in charge

Providing and fixing of antivibration pads conforming to BIS 6337-1971 or latest with upto date ammendments of suitable size for above machinery.

Errection of all equipments i/c cost of tees,bends tapers & any other fittings required as per site conditions & as per directions of Engineer-in-Charge.

Prov and fixing cast steel double flanged Non Returning Valves of approved make makes such as Kirloskar, BHEL, Kilburn, KSB,Leader, GLED as per BIS 1868 including all leads and lifts complete in all respect.

80 mm dia

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