LIS from Shyamli Khad to village Pujarli and nearby in G.P Beolia Tehsil an Distt Shimla HP (SH-C/O wire crate check dam and C/O Intake, 2 Nos RCC sump cum delivery tank stage 1st and 2nd 82900 ltrs cap. pump house cum attendant quarter stage 1st

Amount

CIVIL WORK:

Cutting in earth work in all kinds of soil such as pick work, jumper work, blasting work and chiselling work etc. and disposal of excavated earth as directed within all leads and lifts.

Excavation in drains and channels etc. in earth work for pipes upto all depth in all classification of earth work such as pick work, jumper work, saturated soil including balling or pumping out water, blasting soft/ hard rock or chiselling soft/hard rock where blasting is prohibited in all lifts including jungle clearance wherever required, trimming and dressing of sides, levelling of beds to correct grade including shoring/ struting, planking, timbering and dewatering wherever required stacking the useable/unusable material/ soil separately and after laying and joining and testing of pipes, returning the useable soil in trenches in 15cm. layer including consolidating of such deposited layer by ramming and watering and then disposing of all surplus excavated soil/ unusable material as directed within all leads and lifts including restoration of un-metalled surfaces to its original condition and including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for acess to houses, fencing etc.complete in all respect within all leads and lifts as per direction of the Engineer-in-charge.

Excavation in earth work and disposal of all excavated earth upto a lead of 20 metres and lift upto a lead of 20 metres and lift upto 1.50 mtrs. disposed earth to be levelled and nearly dressed complete in all respect i/c all leads and lifts. a)Pick jumper work 50% each.

Excavation in foundation, trenches,etc. in earth work in all kinds of soil such as pick work, jumper work, blasting work, hard blasting and chiselling etc. stacking the excavated soil not more than 3 mtrs.clear from the edge of excavation and then returning the stacked soil in 15cm.layers when required into plinths sides of foundations etc.then disposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within all leads and lifts.complete in all respect and to the entire satisfaction of the Engineer-in-charge.

Providing and laying cement concrete work 1:1: 2(1cement:1sand:2 graded stone agg. 20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced concrete work within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-charge.

In foundation and plinth.

Walls (any thickness) but not less than 0.1 m thickness)attached pillasters, buttresses, plinth and string courses etc. from top of foundation level upto floor two level.

Prov. and laying cement concrete 1:3:6 (1cement:3sand:6graded stone agg.40mm nominal size) and curing complete excluding cost of form work within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-charge. a) In foundation and plinth.

Providing and laying cement concrete 1:4:8 (1cement: 4sand: 8graded stone agg. 40mm nominal size) and curing complete excluding cost of form work i/c all leads and lifts :-a) Foundation and plinth.

Providing and laying cement concrete 1:5:10 (1cement:5sand:10 graded stone aggregate of 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth including all leads and lifts.

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering, strutting , strutting and propping etc. with wooden, battens, and ballies, height of propping and centring below supporting floor to ceiling not exceeding 3 mtrs.and removal of the same for insitu reinforced concrete and plain concrete work in complete in all respect i/c all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

Foundation,footings, basis of columns, etc. and mass concrete.

Column Pillars, posts and struts square rectangular polygonal in plan.

Beams, cantilevers, girders and lintels:- Sides and soffits of beam, beam haunching scantilevers, bressumers and lintels not exceeding 1 mtrs. in depth in all height from floor.

Flat surfaces such as soffits of suspended floors,roofs, landings, and the like:-i)Floors etc. upto 200mm in thickness.

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

Edges of slabs and breaks in floor and wall:- Under 20cm wide.

Slopping or battering surfaces including folded plates: Where inclination to horizontal plane exceeds 30 degrees.

Stair cases with sloping or stepped soffits excluding landing.

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

Providing Mild steel/Tor steel reinforced for RCC work including bending, binding and placing in position complete upto floor two level i/c all leads and lifts complete in all respect. :- a) Tor steel.

Wire crates of G.I.Wire filled with boulders with square cut faces against the wire (Wire crates to be measured and paid for separately).complete in all respect i/c all leads and lifts and as per direction of Engineer-in-charge.

Wire crates made of G.I.wire filled with boulders with square cut faces against the wire (Boulders filling to be measured and paid for separately) i/c all leads and lifts and as per direction of Engineer-in-charge.

G.I.wire 5mm thick corresponding to SWG.6. 25cmx 7.50cm. mesh.

Steel work welded in built up sections, trusses and framed work including cutting hoisting, fixing in position and applying a priming coat of red lead paint:-

In beams, joists, channels, angles, tees, flats with connection plates or angle cleets as in main and cross beams, hip and jack rafters, purlins connected to common rafters and the like.

1.20 metre high fencing (as per approved design) 1.80 metres M.S. posts 3 metres centre to centre and M.S. struts with 9 horizontal lines and two diagonals of galvanised steel barbed wire (IS:278-1962 type I) weighing 9.38 kg/100 metres (minimum) strained and fixed to posts by tyting to 6mm galvanised steel bar niles/clips with G.I.binding wire (cost of struts and straining bolts shall be paid for separtely).

1.80 mtrs. High fencing with steel post of built up section 2.50 metre centre to centre with nine horizontal lines and two diagonals of galvanised steel barbed wire (IS: 278-1962 type.I) weighing 9.38 kg/ per 100 metre (minimum)strained and fixed to posts with G.I staples, including coal tarring of ballies complete) cost of post, struts and straining bolts shall be paid for separately).

Providing in RCC work smooth finishing of the exposed surfaces with cement mortar 1:3 (1cement:3sand).

Providing and laying cement concrete work 1:2:4(1cement:2sand:4 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work i/c all leads and lifts complete in all respect. :-

Foundation footings, bases of column and the like and mass concrete.

Column, pillars posts and struts upto floor two level.

Suspended floors, roofs, landings,shelves and their supports balconies, beams, girders, bressumers and cantilevers upto floor two level.

Stair cases (except spiral stair cases) excluding landing but including preparing of the surface and finishing of nosing upto floor two level.

Half brick masonry in common burnt clay building bricks in cement mortar 1:4(1cement:4sand) second class bricks.

Providing and fixing pressed steel door frames manufactured from commercial, mild steel sheet of 1.25mm thickneess including hinge jamp, lock jamp beed and if required angle thrashold of mild steel angle of section 50x25 mm or base ties of 1.25 mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lungs with split and tails to each amp including steel butt hinges 2.5mm thick with mortor guards, lock strike plate and shock absorbers as specified and applying a coat of approved steel primer after pretreatment of the surface i/c all leads and lifts and as per direction of Engineer-in-charge.

Profile "A"

Profile "B"

Profile "C"

Providing and fixing panelled glazed or panelled and glazed shutters for doors, windows and clerestory windows including black enamelled iron butt hinges with necessary screws including all leads and lifts in:-a) 40mm thick deodar wood 2nd class.

Providing and fixing wire gauge shutters using galvanised M,.S. wire gauge of IS gauge designation 85 G with wire of dia 0.56 mm for door windows and clear storey windows i/c bright finished black enemelled iron hinges with necessary screwes including all leads and lifts.

15mm cement plaster in single coat on fair side on brick/concrete/stone walls for interior plastering upto floor two level including arrises, internal rounding angles, chamfers and or rounded angles not exceeding 80mm in girth and finished even and smooth:-

20mm cement plaster in single coat,on rough side of bricks/stone walls for interior plastering upto floor two level including arrises internal rounded angles, chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth:-a)In cement mortar 1:6 (1cement:6sand ) including all leads and lifts.

6mm cement plaster to ceiling:-a) In Cement mortar 1:3(1cement:3sand).

White washing with lime on undecorated wall surfaces two coats to give an even shade including thoroughly brooming the surface to remove all dirt, dust , mortar dirt and other foreign matter as per the direction of Engineer-in-charge including all leads and lifts.

Distempering two coats with oil bound washable distemper of approved brand and manufacture and of required shade on undecorated wall surface to give an even shade over and i/c a priming coat with distempering primer of approved brand and manufacture after thoroughly brushing the surface free from mortor dropping and other foreign matter and also i/c preparing the surface even and sand papered smooth.Priming coat with distemper primer with in all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-charge.

Finishing wall with water proofing cement paint or approved brand and manufacture and of required shade on undecorated wall surfaces two coats to give an even shade after thoroughly brushing the surface to remove dirt, loose or softened paint including all leads and lifts.

Precast terrazzo tiles hydraulic compressed 20mm thick (with marble chips of specified shade and specified sizes)laid in floors, treads of steps and landings on a bed of 25 mm average thickness of cement plaster 1:6 (cement:6sand) jointing with neat cement slurry mixed with pigment to match the shade of tiles (wherever required) including rubbing and polishing complete with tiles of following shade i/c all leads and lifts complete in all respect.

In skirting and riser of steps and dado in cement plaster 1:3(1cement:3sand) and jointe4d with white slurry. Silver grey.

Applying priming coat over new wood and other wood based surfaces after and including preparing the surface by thoroughly cleaning oil grease dirt and other foreign matter including all leads and lifts.With readymixed paint brushing wood primer pink.

Painting two coats (excluding priming coat) on new wood and wood based surfafes, with ready mixed paint brushing to give an even shade including cleaning of all dirt dust and other foreign matter,sand papering and stopping:-including all leads and lifts.With readymixed paint other than white.

Painting two coats (excluding priming coat on new steel and other metal surfaces with ready mixed paint brushing to give an even shade including cleaning of all dirt dust and other foreign matters With ready mixed paint other than white.

P/F M.S. grills of required pattern in wooden frames of windows etc.with M.S.flats square or round bars with round headed bolts and nuts or by screws complete in all respect including all leads and lifts as per the direction of the Engineer-in-charge.

Stone soling properly filling interstices with spalls and condolidating with power road roller to the required gradient and camber including spreading watering and rolling of binding materials moorum or earth etc.100mm spread thickness including all leads and lifts (finished work including materials and labour).

Providing and fixing anodized aluminium sliding door bolt bright finished or/and black enamelled with nuts and screws etc.complete in all respect i/c all leads and lifts and as per direction of Engineer-in-charge.

P/F anodized aluminium Tower bolts (barrel type) anodized transparent or dyed to required shade and colour with screws etc. complete.

P/F of bright finished brass handles anodized transparent or dyed to required colour and shade with necessary screws etc. complete.

Providing 40x3mm flat iron hold fast 40cm long including fixing to frame with 10mm diameter bolts nuts and wooden plugs and embeding in cement concrete block 30x10x15cm.1:3:6 (1cement: 3sand :6graded stone agg. 20mm nominal size).complete in all respect as per the direction of the Engineer-in-charge including all leads and lifts.

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

Providing and laying brick tiles over mumty roofs grouted with cement mortar 1:3(1cement:3sand) over a 12mm layer of cement mortar 1:3(1cement:3sand) and finished neatly withhin all leads and lifts as direction by the Engineer-in-charge.

Providing and fixing PVC "P" or "S" trap for water closet (squatting pan) ISI marked including jointing the trap with the pan and PVC pipe with approved adhesive etc. complete in all respect.110mm dia.

Providing and fixing high pressure PVC spigot and socket, waste and ventilating pipes ISI marked including fixing with approved adhesive etc. complete.110mm dia.

Providing and fixing PVC door bend with oval access door, insertion rubber washer 3mm thick bolts and nuts ISI marked complete including fixing with approved adhesive etc. complete. 110mm dia.

Providing and fixing PVC plain collars ISI marked including fixing with approved adhesive etc.complete. 110mm dia.

Providing and fixing PVC plain bend ISI marked including fixing with approved adhesive etc. complete.110mm dia.

Providing and fixing PVC clamps ISI marked of approved design with steel screws and rawal plugs etc.complete.110mm dia.

Laying and jointing in trenches,galvanised mild steel tubes(Light grade) i/c tube fittings (earth work in trenches to be measured and paid for separately) complete in all respect in all leads and lifts as per the direction of Engineer-in-charge.Labour rate only.

15mm dia nominal bore.

65mm dia nominal bore.

Prov. and fixing brass full way valve with wheel of superior quality including all leads and lifts In :-

15mm dia nominal bore.

65mm dia nominal bore.

Providing and fixing PTMT coloured/white high density polyethylene/poly propylene 10 litres capacity (full flush) European standard control low level flushing cistern with fittings with a pair of brackets with fittings such as lead valve, syphon, 15mm nominal size PVC ball valve with polythene float, with push button, couplings for connections with inlet, outlet and overflow pipe, 40mm dia C.P.flush bend including cutting holes in walls and making good the same and connecting the flush bend with cistern and closet (overflow pipe to be measured and paid for seprately).

Providing and fixing PVC water storage tank of ISI : 12701 marked, G.I. inlet and outlet connection, 15mm nominal bore ball valve and mosquito proof PVC cover with locking arrangement including hoisting upto all heights above ground level.within all leads and lifts.500 litres net capacity tank

Providing and fixing vitreous China wash, down water closet(Eruropen type W.C.pan)with integral "P" or "S" trap including jointing the trap with soil pipe in cement mortar 1:1(1cement:sand) (seat and over to be measured and paid for separately):- i) Angle Indian Universal closet.

Wiring for light point/exhaust fan point/call bell point wire 1.5 sqm. PVC Insulated heat resistant flame retardent (HRFR)and low smoke single core (flexible)copper conductor cable in surface/recessed PVC conduit and earthing the light point with 1.5sq.mm.HRFRLS/PVC insulated single core copper conductor cable as required. Group C.

Wiring for light plug with 2x1.5 sq.mm heat resistant flame retardant (HRFR) and low smoke single core (flexible)copper conductor cable in surface/recessed PVC conduit along with 1 No.1.5sq.mm.HRFRLS/PVC insulated single core copper conductor cable as required.

Wiring for power plug with 2x4 sq.mm PVC insulated, heat resistant flame retardant (HRFR) and low smoke single core (flexible)copper conductor cable in surface/recessed PVC conduit along with 1 No.4 sq.mm.HRFRLS/PVC insulated single core copper conductor cable for earthing as required.

Wiring for circuit/submain with following size PVC insulated heat resistant flame retardant (HRFR)and low smoke single core (flexible)copper conductor cable in surface/recessed PVC conduit along with 1No.HRFRLS/PVC insulated single core copper conductor cable of same size for earthing as required.

2x 1.5sq.mm.

2x 4.0sq.mm.

2x 10sq.mm.

Providing and fixng LED tube light 20 watt with holder and lamp i/c all necessary fitting complete in all respect.

Providing and fixing LED lamp/bulb 15 watt i/c all necessary fitting complete in all respect.

Providing and fixing 40 watt street light fixture complete with LED lamp bend and suitable copper wire etc.of reputed make complete in all respect.

Supplying and fixing of bulk head fitting of all sizes and shapes,connecting one no thread type CFL lamp holder complete with all accessories, but excluding CFL lamp including making connection/testing etc. as required.

Ceiling fitting surface type (Category-A).

Supplying and fixing bakelite batten/angle holder including connections etc. as required.

Supplying and fixing of following way single pole and neutral sheet steel MCB distribution board 240 volts on surface/recess complete with tinned copper bus bar wire set, neutral link, earth bar, din bar,detachable gland plate, interconnections, phosphatized and powder painted,including earthing etc.as required : -a) Double door 8 way.

Supplying and erection of 6 amps to 32 amps. Rating 10 KVA breaking capacity 240 volts."C" curves miniature circuit breaker of following poles in the existing MCB DB completle with connections etc.as required. Single Pole. Cat.A.

Supplying and erection of 40/50/63 amps. Rating 10 KA breaking capacity 240 volts."C" curves miniature circuit breaker of following poles in the existing MCB DB completle with connections etc.as required. Double pole.Cat.A.

Supplying and fixing following rating piano-type modular switch/socket on the existing switch box/ cover including connections etc. as required.

S.P.5/6 Amps.one way switch piano type.

S.P.15/16 Amps.one way switch porcelain base/ piano type.

S.P. 5/6 amps. Socket outlet,porcelain base/piano type.

S.P.15/16 Amps.socket outlet, porcelain base/piano type.

Earthing with copper earth plate 600mmx 600mmx 3mm thick, including accessories and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but withoutcharcoal or coke and salt) complete as required.

Extra for using salt and charcoal for G.I. or copper plate earth electrode complete as required.

Providing and fixing 25mm x 5mm copper strip on surface or in recess for earth connections etc.as required.

Prov. and laying of one No. aluminium conductor, PVC insulated and PVC sheathed, Unarmoured/ XLPE power cable working voltage 1100 volts grade direct in ground in the same trench in one tier horizontal formation to be laid 1 meter below the ground level including excavation and refilling the trench etc. as required, but excluding sand cushioning and protective covering:- a)Unarmoured cable 6sq.mm (twin core).

Supplying and errection of galvanized iron (G.I) pipe pole "A" quality of suitable length and dia 4.47 mm thickness, including fixing upto a given depth below G/L. The hole of excavation about 30-cm dia and given depth to be filled in upto 15cm below G/L with 1:3:6 cement concrete and there above plinth with 1:2:4 cement concrete upto a height of 45 cm from G/L. The radial thickness of the plinth above G/L should not be less than 6.35cm and sufficient to completely flush a 180mmx 100mmx 45mm deep. glass filled Nylan F.R. grade box for housing a 16 amp. MCB the outer surface of the plinth to be finished with 1:3 cement plaster 6mm thick, the fuse-box shall have a water tight cover, including painting of pole with two coats of approved colour, brand and manufacture of paint over as priming coat complete in all respects as required:-

4 meter long having nominal bore dia 65mm dia planting depth 80cm with pit depth 95 cm.

Laying and jointing of 10kgf/sq.cm working pressure unplasticised pipe (HDPE) confirming to IS:4985-1968 complete with fitting (earth work in trenches to be measured and paid for separately).

90mm. PE-80 PN-4.

110mm. PE-80 PN-4.

110mm. PE-80 PN-6.

160mm. PE-80 PN-6.

Rising Main:-

Providing laying, jointing and testing of plain ended API Pipes 5L grade X-42 or L-290 with wall thikness 4.8mm conforming to ISO-3183 of equivalent API-5L "A" of thickness as mentioned and grade designation with bevelled edge and capable of with standing required test pressure, in a random length of 4-7 metres i/'c testing and commissioning and cost of jointing with butt welding as per relevant BIS specification ( leak proof) flange shall be provided at every 100 mtrs.) i/c cost of bends tail pieces, tees, reducers, increasers etc. as per site requifrement and zinc. coating as per IS:4736-1986. as per the direction of the Engineer-in-charge i/c all leads and lifts. Wall thickness - 4.80 Grade as per IS 3883,2019 = L-290 or X-42

200mm dia X-42 or L-290.

Providing fixing and jointing of M.S.flanges conforming to IS-6392-1971 (latest with upto date ammendment) flange dia, table and nominal pressure as specified below welded at both ends of pipes (as per site condition for particular reach as required) according to relevant BIS Code 816-1962 and provided with nuts and bolts of required size as per BIS code 1364 including 3mm thick compressed asbestos fiber gasket of synthetic rubber gasket conforming to relevant BIS code 2712-1965 complete in all respect including all leads and lifts.

200mm dia Table.23 nominal pressure, 2.50N/mm2

200mm dia Table.17 nominal pressure, 1.60N/mm2

200mm dia Table.11 nominal pressure, 1.60N/mm2

200mm dia Table. 5 nominal pressure, 0.60N/mm2

150mm dia .Table.17 Nominal pressure. 1.60N.mm2

150mm dia .Table. 5 Nominal pressure. 0.60N.mm2

Laying and jointing in trenches,galvanised mild steel tubes( heavy grade) i/c tube fittings (earth work in trenches to be measured and paid for separately) complete in all respect in all leads and lifts as per the direction of Engineer-in-charge.Labour rate only.

150mm dia nominal bore.

PUMPING MACHINERY:-Ist Stage:

Supply, erection, testing & commissioning of horizontal spindle,horizontal split casing,radial split Single, /Multistages centrifugal pumps or combination of pumps, in series/parallel of recommended make such as Mather and Platt/KSB//Becon weir/Kirloskar/ BE/Jyoti or any other make approved from Jal Shakti Vibhag as per BIS 1520-1980 with upto date ammendments read with BIS 9137-1978 or latest edition to suitable for lifting Raw water for under mentioned characteristics with bronze impellers/ priming funnels casing ring and shaft sleaves or bronze. shaft of steel grade-with cast iron casing coupled directly through a flexible coupling on a common C.I./Cast steel base platel (base plate to be from the manufacturers of the pumping unit only) to slip ring/squirrel cage screen protected drip proof induction motor of standard make such as Kirloskar/Crompton/Bhel/NGEF/GEC/ Siemen/Jyoti/ABB or any other make approved from Jal Shakti Vibhag suitable for operation on 415(+) /-5% volts, 50 cycles/ second, 3 phase AC electric supply. The power of electric motor should be atleast 10% in excess of the maximum 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 upto date ammendments read with IS:900-1972. It should include cost of bearing nuts, bolts and pointing etc. and should meet the following requirements for each set.

(I) Discharge (Q) 11.50 LPS.(ii) Total Dynamic Head:- 325.57 Meters.(a) LWL in sump well(h) :- 1390.00 Meters.(b)_ Shaft level :- 1390.00 Meters.© Level at discharge point : 1706.00 Meters.(d) Suction lift :- (+tive) Meters.(e) Residual head:- 3.00 Meters.(f) Static head:- 316.00 Meters.(iii) Rising main(a) Length. 1180 Meters.(b)Dia :-200 mm.(iv) Pumping hours.20 hours.(v) Altitude of Installation above MSL - Meters.(vi) Characteristics of water(a) Temperature oC(b)Abient Temperature oC© Turbidity Clear water (d) Alkalanity: Mg/CA CO3. e) Size of the solids.....mm (f) Others:- Pumps Specifications: i)Make:- . (ii) Model :- (iii) No.of stages :- .(iv)Material manufactures certificate to be appended (I) Head(H):- mtrs. (ii)Discharge(Q lps.(iii)BHP absorbed (iv)Efficiency(n):- . (v) NPSH(K)

(b) Motors Specification:- I) Make:- .ii) Model:- iii) Motor rating (KW ):- .iv) Speed.:-

© Coupling]

(d)Base Plate ] .

Supply of suitable direct on line/oil immersed star delta /ATS/Stator rotor starter of standard make such as MEI/Kilburn/Jyuoti/ Siemens/ Larson and Turbo conforming to BIS-8544-1979 latest with upto date ammendments for squirrel cage/slip-ring motor (make to be specified by the tenderers) mounted on panel board with magnetic type overload release & dash pot, 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 starter rotor starter with slipring motor beyond 50 KW.

Providing MS .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 connections: The drawing of panel board shall be subject to approval of Engineer-in-charge.

ICTP switches with HRC fuses of Kilburn/L&T/Siemens/Standard/Havells make and having Capacity 30% extra of the operational rating as per IS:4064-1978 with upto date ammendments immediately after the power meter of HPSEB. ICTP SWITCHES: I) Type : ii)Make:- iii)Capacity Amp.

Bus bar chamber having three copper bars of suitable rating for full length equal to the width of the board for three live phases and one copper bar of half the rating of full length for neutral phase as per BIS:8084-1976 and 11353-1985 read with 5578-1985 with upto date ammendments. BUS BAR CHAMBER:- i)Type: - . ii)Make:- iii)Rating

ACB/M.C.B/Oil Circuit Breaker of suitable capacity of Kilburn/ L&T/ MEI/GEC/Standard make on incoming feeder for motor offered by the tenderer conforming to BIS-2516-1985 latest with upto date ammendments with initial oil filling whenever required and neutral linked under voltage release.

Three phase Indicating lamps complete with toggle switches for individual motors as per IS 3452(P-I&II) with upto date ammendments. THREE PHASE INDICATOR:- i) Type:- ii) Make:- iii) Capacity.

Earth leakage circuit breaker relay of recommended make such as (Kilburn/L&T/MEI/ GEC) conforming to BIS- 2516-1977 with upto date ammendment and of suitable range which should have control box operating handle and trip/reset bush button on/off indicators, re-indicating off spring condition of the circuit breaker for over current protection. The circuit should be equipped with magnet thermal release with metallic tape etc. It should also be fitted with earth fault for tripping of breaker on occurrence of earth fault on off breaker load side end. ELCB/ELR:- I)Make :- (CEI approved). ii)Type: iii) Range.

Providing Hour run meter of reputed make for four digit capacity conforming to BIS:722(Latest edition)/recommendations. HOUR RUN METER:- I) Type:- ii)Make:- iii)Capacity:- Hrs.

Suitable three phase voltage monitor relay with all protection and usual indicator and electric siren against single phasing No/ low voltage,high voltage & overloading and phase voltage difference as per IS:3842with upto date ammendments.

Change over switch of reputed make and suitable capacity

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

Supply of Kirloskar/Leader/KSB/fouress/pellicon make of cast steel double flanged sluice valve having size one size higher than the nominal delivery size of pump and capable of withstanding nominal seat pressure as mentioned in item No.1.(a) confomring to BIS/API-standards with upto date ammendments for delivery liine of pump).

(Note:- The sluice valve shall conform to BIS-780-1984 latest with upto date ammedments. However, if the seat pressure exceeds the limits prescribed in BIS: 780 then the sluice valves shall be of Cast steel conforming to class 150 ASA (Seat pressure 21 kg/cm^2) or class 300 ASA (Seat pressure 52 kg/cm^2) as per BS: 1414(API -600).

Supply of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader/Bir/Kartar/ Pelicon make of suitable size Cast Steel double flanged swing check type reflux valve for delivery line of pump having bye pass arrangement & size one size higher than the normal delivery size of .pump and capable of withstanding nominal seat pressure as mentioned in item No.1 (a) & comforming to BIS/API standard with upto date ammendments for delivery line of pump.

NOTE:- The reflux valve shall conform to BIS 5312-1984 (part I) latest with up to date ammendments. However if the seat pressure exceeds the limits prescribed in BIS 5312 then the reflux valves shall be of cast steel conforming to class ASA-150 (seat pressure 21 Kg/cm^2) or class 300 ASA (Seat pressure 52 kg/cm^2) as per BS: 1414(API -600).

Supply of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader/Bir/Kartar/ Pelicon make of suitable size Cast Steel double flanged swing check type reflux valve having bye pass arrangement & size equal to dia of Rising main as mentioned in item No.1 (c) for with standing normal seat pressure as per item No.1(a).

NOTE:- The reflux valve shall conform to BIS 5312-1984 (part I) latest with up to date ammendments. However if the seat pressure exceeds the limits prescribed in BIS 5312 then the reflux valves shall be of cast steel conforming to class ASA-150 (seat pressure 21 Kg/cm^2) or class 300 ASA (Seat pressure 52 kg/cm^2) as per BS: 1414(API -600).

Supply of Kirloskar/Jyoti/Standard/Kilburn/Bir/ Kartar/Pelicon make cast iron flanged screwed type foot valve ( in case suction lift is involved) for suction pipe having size one or two size larger than suction size of pump such that velocity of flow is not more than 2.50 mtr/sec. with strainer having net area of its openings equal to three to four times of X-sectional area of flow in suction pipe conforming to BIS- 4038-1986 or latest with up to date ammendments including all leads and lifts.

Supply of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader/Bir/Kartar/ Pelicon make of suitable size Cast Iron double flanged sluice valve (In case suction is +ve ) for suction pipe having size one or two size larger than the suction size of .pump such as velocity of flow in suction pipe is not more than 2.50 mtr/sec.with strainer having net area of its openings equal to three to four times of X-sectional area of flow in suction pipe and conforming to BIS/API standard with upto date ammendments for delivery line of pump. (Not applicable as suction lift is involved).

NOTE:- The sluice valve shall conform to BIS 5312-1984 (part I) latest with up to date ammendments. However if the seat pressure exceeds the limits prescribed in BIS 5312 then the reflux valves shall be of cast steel conforming to class ASA-150 (seat pressure 21 Kg/cm^2) or class 300 ASA (Seat pressure 52 kg/cm^2) as per BS: 1414(API -600).

Providing laying,jointing and testing at site suitable size copper PVC insulated armoured power three and half core cable conforming to BIS 1554 (Part.I) 1988 or latest upto date ammendments or siemens/Gloster/ ICC/ EICO/National/IEC make from meter of HPSEB to circuit breaker and from circuit breaker to bus bar switch and starter (one cable carrying all three phases) including all other electrical equipment/accessories, such as thimbles, flexble pipe, solder, nuts and bolts, cable glands etc. laid in pipes or 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 free of cost i/c cost of carriage of material in all leads and lifts and as directed by the Engineer-in-charge.

Providing laying,jointing and testing at site suitable size copper PVC insulated armoured power three core cable conforming to BIS 1554 (Part.I) 1988 or latest upto date ammendments or siemens/Gloster/ ICC/ EICO/National/IEC make from meter of HPSEB to circuit breaker and from circuit breaker to bus bar switch and starter (one cable carrying all three phases) including all other electrical equipment/ accessories, such as thimbles, flexble pipe, solder, nuts and bolts, cable glands etc. laid in pipes or 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 free of cost i/c cost of carriage of material in all leads and lifts and as directed by the Engineer-in-charge.

Providing and laying double loop earthing with G.I.wire and strips 600mmx600mmx3mm thick electrode complete with material such as charcoal and common salt G.I.Pipes thimbles nuts and bolts,digging of pits, G.I.Wiring and 25x5mm copper strips of required capacity conforming to BIS 3043-1987 latest with upto date ammendments suitable for above motors and other electrical equipments i/c cost of carriage of material in all leads and lifts and as directed by the Engineer-in-charge.

Supply and 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/Siemens/Havells make ICTP switches conforming to BIS:4064-1978 or latest with HRC fuses (Range to be specified by the tenderer) i/c cost of carriage of material in all leads and lifts & as directed by Engineer-in-charge.

Supply of 100mm dia circular dia pressure gauge of suitable range & standard make such as Fiebig/ Bourden/ Precision/PREGA with all accessories such as stop cock, copper tubing etc.conformfing to BIS: 3624-1987 or latest with upto date ammendments.

Providing and fixing double flanged suction, delivery pipe and common header considering site requirement, NPSH required and 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 and bolts as per 1264-1983 & special upto 5mtrs. away from the outer wall of pump house as per layout drawings approved by Engneer-in-charge. The pipes shall be capable of with standing minimum 1.5 times the total pressure as indicated in item No.1(a) or total dynamic pressure+ surge pressure whichever is more. The size of suction pipe shall be one or two sizes larger than the suction size of pump such that velocity of flow in suction pipe is not more than 2.50 mtrs./sec. & delivery pipe shall be of size one size larger than nominal delivery size of pump i/c cost of carriage of material in all leads and lifts and as per directed by the Engineer-in-charge.

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

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

Installation of all the items appearing at Serial No.43.00 to 57.00 as per the systematic drawing attached with the tender documents (Drg. No.1).

2nd stage:-

Supply, erection, testing & commissioning of horizontal spindle,horizontal split casing,radial split Single, /Multistages centrifugal pumps or combination of pumps, in series/parallel of recommended make such as Mather and Platt/KSB//Becon weir/Kirloskar/ BE/Jyoti or any other make approved from Jal Shakti Vibhag as per BIS 1520-1980 with upto date ammendments read with BIS 9137-1978 or latest edition to suitable for lifting Raw water for under mentioned characteristics with bronze impellers/ priming funnels casing ring and shaft sleaves or bronze. shaft of steel grade-with cast iron casing coupled directly through a flexible coupling on a common C.I./Cast steel base platel (base plate to be from the manufacturers of the pumping unit only) to slip ring/squirrel cage screen protected drip proof induction motor of standard make such as Kirloskar/Crompton/Bhel/NGEF/GEC/ Siemen/Jyoti/ABB or any other make approved from Jal Shakti Vibhag suitable for operation on 415(+) /-5% volts, 50 cycles/ second, 3 phase AC electric supply. The power of electric motor should be atleast 10% in excess of the maximum 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 upto date ammendments read with IS:900-1972. It should include cost of bearing nuts, bolts and pointing etc. and should meet the following requirements for each set.

(I) Discharge (Q)7.00 LPS.(ii) Total Dynamic Head:- 186.67 Meters.(a) LWL in sump well(h) :- 1706.00 Meters.(b)_ Shaft level :- 1706.00 Meters.© Level at discharge point : 1885.00 Meters.(d) Suction lift :- (+tive) Meters.(e) Residual head:- 3.00 Meters.(f) Static head:- 179.00 Meters.(iii) Rising main(a) Length. 510 Meters.(b)Dia :- 150 mm.(iv) Pumping hours.20 hours.(v) Altitude of Installation above MSL - Meters.(vi) Characteristics of water(a) Temperature oC(b)Abient Temperature oC© Turbidity Clear water (d) Alkalanity: Mg/CA CO3. e) Size of the solids.....mm (f) Others:- Pumps Specifications: i)Make:- . (ii) Model :- (iii) No.of stages :- .(iv)Material manufactures certificate to be appended (I) Head(H):- mtrs. (ii)Discharge(Q lps.(iii)BHP absorbed (iv)Efficiency(n):- . (v) NPSH(K)

(b) Motors Specification:- I) Make:- .ii) Model:- iii) Motor rating (KW ):- .iv) Speed.:-

© Coupling]

(d)Base Plate ] .

Supply of suitable direct on line/oil immersed star delta /ATS/Stator rotor starter of standard make such as MEI/Kilburn/Jyuoti/ Siemens/ Larson and Turbo conforming to BIS-8544-1979 latest with upto date ammendments for squirrel cage/slip-ring motor (make to be specified by the tenderers) mounted on panel board with magnetic type overload release & dash pot, 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 starter rotor starter with slipring motor beyond 50 KW.

Providing MS .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 connections: The drawing of panel board shall be subject to approval of Engineer-in-charge.

ICTP switches with HRC fuses of Kilburn/L&T/Siemens/Standard/Havells make and having Capacity 30% extra of the operational rating as per IS:4064-1978 with upto date ammendments immediately after the power meter of HPSEB. ICTP SWITCHES: I) Type : ii)Make:- iii)Capacity Amp.

Bus bar chamber having three copper bars of suitable rating for full length equal to the width of the board for three live phases and one copper bar of half the rating of full length for neutral phase as per BIS:8084-1976 and 11353-1985 read with 5578-1985 with upto date ammendments. BUS BAR CHAMBER:- i)Type: - . ii)Make:- iii)Rating

ACB/M.C.B/Oil Circuit Breaker of suitable capacity of Kilburn/ L&T/ MEI/GEC/Standard make on incoming feeder for motor offered by the tenderer conforming to BIS-2516-1985 latest with upto date ammendments with initial oil filling whenever required and neutral linked under voltage release.

Three phase Indicating lamps complete with toggle switches for individual motors as per IS 3452(P-I&II) with upto date ammendments. THREE PHASE INDICATOR:- i) Type:- ii) Make:- iii) Capacity.

Earth leakage circuit breaker relay of recommended make such as (Kilburn/L&T/MEI/ GEC) conforming to BIS- 2516-1977 with upto date ammendment and of suitable range which should have control box operating handle and trip/reset bush button on/off indicators, re-indicating off spring condition of the circuit breaker for over current protection. The circuit should be equipped with magnet thermal release with metallic tape etc. It should also be fitted with earth fault for tripping of breaker on occurrence of earth fault on off breaker load side end. ELCB/ELR:- I)Make :- (CEI approved). ii)Type: iii) Range.

Providing Hour run meter of reputed make for four digit capacity conforming to BIS:722(Latest edition)/recommendations. HOUR RUN METER:- I) Type:- ii)Make:- iii)Capacity:- Hrs.

Suitable three phase voltage monitor relay with all protection and usual indicator and electric siren against single phasing No/ low voltage,high voltage & overloading and phase voltage difference as per IS:3842with upto date ammendments.

Change over switch of reputed make and suitable capacity

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

Supply of Kirloskar/Leader/KSB/fouress/pellicon make of cast steel double flanged sluice valve having size one size higher than the nominal delivery size of pump and capable of withstanding nominal seat pressure as mentioned in item No.1.(a) confomring to BIS/API-standards with upto date ammendments for delivery liine of pump).

(Note:- The sluice valve shall conform to BIS-780-1984 latest with upto date ammedments. However, if the seat pressure exceeds the limits prescribed in BIS: 780 then the sluice valves shall be of Cast steel conforming to class 150 ASA (Seat pressure 21 kg/cm^2) or class 300 ASA (Seat pressure 52 kg/cm^2) as per BS: 1414(API -600).

Supply of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader/Bir/Kartar/ Pelicon make of suitable size Cast Steel double flanged swing check type reflux valve for delivery line of pump having bye pass arrangement & size one size higher than the normal delivery size of .pump and capable of withstanding nominal seat pressure as mentioned in item No.1 (a) & comforming to BIS/API standard with upto date ammendments for delivery line of pump.

NOTE:- The reflux valve shall conform to BIS 5312-1984 (part I) latest with up to date ammendments. However if the seat pressure exceeds the limits prescribed in BIS 5312 then the reflux valves shall be of cast steel conforming to class ASA-150 (seat pressure 21 Kg/cm^2) or class 300 ASA (Seat pressure 52 kg/cm^2) as per BS: 1414(API -600).

Supply of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader/Bir/Kartar/ Pelicon make of suitable size Cast Steel double flanged swing check type reflux valve having bye pass arrangement & size equal to dia of Rising main as mentioned in item No.1 (c) for with standing normal seat pressure as per item No.1(a).

NOTE:- The reflux valve shall conform to BIS 5312-1984 (part I) latest with up to date ammendments. However if the seat pressure exceeds the limits prescribed in BIS 5312 then the reflux valves shall be of cast steel conforming to class ASA-150 (seat pressure 21 Kg/cm^2) or class 300 ASA (Seat pressure 52 kg/cm^2) as per BS: 1414(API -600).

Supply of Kirloskar/Jyoti/Standard/Kilburn/Bir/ Kartar/Pelicon make cast iron flanged screwed type foot valve ( in case suction lift is involved) for suction pipe having size one or two size larger than suction size of pump such that velocity of flow is not more than 2.50 mtr/sec. with strainer having net area of its openings equal to three to four times of X-sectional area of flow in suction pipe conforming to BIS- 4038-1986 or latest with up to date ammendments including all leads and lifts.

Supply of Kirloskar/Kilburn/IVC/Fouress/Gled/BHEL/Leader/Bir/Kartar/ Pelicon make of suitable size Cast Iron double flanged sluice valve (In case suction is +ve ) for suction pipe having size one or two size larger than the suction size of .pump such as velocity of flow in suction pipe is not more than 2.50 mtr/sec.with strainer having net area of its openings equal to three to four times of X-sectional area of flow in suction pipe and conforming to BIS/API standard with upto date ammendments for delivery line of pump. (Not applicable as suction lift is involved).

NOTE:- The sluice valve shall conform to BIS 5312-1984 (part I) latest with up to date ammendments. However if the seat pressure exceeds the limits prescribed in BIS 5312 then the reflux valves shall be of cast steel conforming to class ASA-150 (seat pressure 21 Kg/cm^2) or class 300 ASA (Seat pressure 52 kg/cm^2) as per BS: 1414(API -600).

Providing laying,jointing and testing at site suitable size copper PVC insulated armoured power three and half core cable conforming to BIS 1554 (Part.I) 1988 or latest upto date ammendments or siemens/Gloster/ ICC/ EICO/National/IEC make from meter of HPSEB to circuit breaker and from circuit breaker to bus bar switch and starter (one cable carrying all three phases) including all other electrical equipment/accessories, such as thimbles, flexble pipe, solder, nuts and bolts, cable glands etc. laid in pipes or 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 free of cost i/c cost of carriage of material in all leads and lifts and as directed by the Engineer-in-charge.

Providing laying,jointing and testing at site suitable size copper PVC insulated armoured power three core cable conforming to BIS 1554 (Part.I) 1988 or latest upto date ammendments or siemens/Gloster/ ICC/ EICO/National/IEC make from meter of HPSEB to circuit breaker and from circuit breaker to bus bar switch and starter (one cable carrying all three phases) including all other electrical equipment/ accessories, such as thimbles, flexble pipe, solder, nuts and bolts, cable glands etc. laid in pipes or 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 free of cost i/c cost of carriage of material in all leads and lifts and as directed by the Engineer-in-charge.

Providing and laying double loop earthing with G.I.wire and strips 600mmx600mmx3mm thick electrode complete with material such as charcoal and common salt G.I.Pipes thimbles nuts and bolts,digging of pits, G.I.Wiring and 25x5mm copper strips of required capacity conforming to BIS 3043-1987 latest with upto date ammendments suitable for above motors and other electrical equipments i/c cost of carriage of material in all leads and lifts and as directed by the Engineer-in-charge.

Supply and 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/Siemens/Havells make ICTP switches conforming to BIS:4064-1978 or latest with HRC fuses (Range to be specified by the tenderer) i/c cost of carriage of material in all leads and lifts & as directed by Engineer-in-charge.

Supply of 100mm dia circular dia pressure gauge of suitable range & standard make such as Fiebig/ Bourden/ Precision/PREGA with all accessories such as stop cock, copper tubing etc.conformfing to BIS: 3624-1987 or latest with upto date ammendments.

Providing and fixing double flanged suction, delivery pipe and common header considering site requirement, NPSH required and 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 and bolts as per 1264-1983 & special upto 5mtrs. away from the outer wall of pump house as per layout drawings approved by Engneer-in-charge. The pipes shall be capable of with standing minimum 1.5 times the total pressure as indicated in item No.1(a) or total dynamic pressure+ surge pressure whichever is more. The size of suction pipe shall be one or two sizes larger than the suction size of pump such that velocity of flow in suction pipe is not more than 2.50 mtrs./sec. & delivery pipe shall be of size one size larger than nominal delivery size of pump i/c cost of carriage of material in all leads and lifts and as per directed by the Engineer-in-charge.

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

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

Installation of all the items appearing at Serial No.43.00 to 57.00 as per the systematic drawing attached with the tender documents (Drg. No.1).

Dinesh Singh Thakur

DEEP CHAND SHARMA

Haminder Pal

chirag seth

Roshan Chauhan