Providing LWSS from Bag Nallah to village Pagog Parechi Shanan, Moti Bag etc in G.P. Pagog in Tehsil and Distt Shimla HP

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 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. consolidating each deposited layer by ramming and watering andthen disposing of all surplus excavated earth as directed within all leads and lifts.

Excavation in drains and channels etc. in earth work for pipes upto all depth in allclassification of earth work such as pick work, jumper work, saturated soil i/c balling or pumping out water, blasting soft /hard rock or chiseling 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 seperately and after laying,jointing and testing of pipes ,returning the useable soil in treches in 15 cm layers including consolidating of such deposited layer by ramming and watering and then disposing of all surplus excavated soil/unusable material as directedwithin all leads and lifts including restoration of un-metalled surfaces to its orginal 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 whithin all leads and lifts as per direction of the Engineer-in-charge.

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

Providing and laying cement concrete work 1:1:2(1cement:1 sand:2 graded stone agg. 40mm nominal size) and curing complete excluding cost of form work and reinforcement in reinforced concrete worki/c all leads and lifts complete in all respect

In foundation and plinth.

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

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

In foundation and plinth.

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

Providing and laying cement concrete 1:5:10(1cement : 5 sand: 10 graded stone agg. 40mm nominal size) with 15% plum concrete and curing complete excluding cost of form work inretaining wall/ breast wall, the size of plums shall usually be 150mm to 300mm.as per HPPWD specifications within all leads and as per the direction of the Engineer-in-charge.

Providing and laying cement concrete 1:5:10 (1cement:5sand:10graded stone agg.40mm nominal size) and curing complete excluding cost ofform work in foundation and plinth.

Providing and laying cement concrete 1:4:8 (1cement:4sand:8graded stone agg. 40 mm nominal size)and curing complete excluding cost of form worki/c all leads and lifts and to the entire satisfaction of the Engineer-in-charge in :-a) Foundation and plinth.

Providing and laying cement concrete work 1:1 1/2: 3(1cement:1 1/2 sand:3 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete worki/c all leads and lifts complete in all respect in

Foundation and plinth.

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

Column, pillar, posts and struts upto floor two level.

Lintels, beams girders bressumers and cantilevers upto floor two level.

Providing and laying cement concrete work 1:2:4(1 cement: 2 sand: 4 graded stone agg. 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete workin all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-charge:-

Suspended floors, roofs, landings,shelves and their supports balconies, beams, girders, bressumers and cantilevers upto floor two level as per direction of Engineer-in-charge.

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 : Tor steel.

Providing form work with steel plates 3.15mm thick weldedwith 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 bases of columns etc. and the like and mass concrete.`

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

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

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

Column pillar, posts and strutsin Square rectangular or polygonal in plan.

Beams, Cantilevers, girders and lintels:- sides and soffits of beams, beam haunchings, cantilevers, bressumers and lintels not excededing 1 mtr. In depth in all heights from floor

Boulder filling behind the retaining walls.

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

Supplying Cast iron cover withoutframe for main hole (For frames of 500mm internal diameter C.I.Cover (Medium duty) the weight of cover to be not less than 58 kg).

Providing 200mm wide cast iron rungs with chequered or ribbed non slip surface including fixing in manholes with 200mmx 200mmx 100mm cement concrete 1:3:6 (1cement: 3sand: 6graded stone agg. 20mm nominal size).

Laying and jointingin trenches,galvanised mild steel tubes(Light grade)i/c tube fittings such as Tee, elbow, union & nipple.(earth work in trenches to be measuredand paid for separately)i/c all leads and lifts and as per direction of Engineer-in-charge complete in all respect.Labour rate only.

15mm dia.nominal bore.

20mm dia.nominal bore.

25mm dia.nominal bore.

32mm dia.nominal bore.

40mm dia.nominal bore.

50mm dia.nominal bore.

80mm dia.nominal bore.

Providing and fixingwheel valve of various diameter in superior quality complete in all respect i/c all leads and lifts and as per direction of Engineer-in-charge.

15mm dia nominal bore.

20mm dia nominal bore.

25mm dia nominal bore.

32mm dia nominal bore.

40mm dia nominal bore.

50mm dia nominal bore.

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 with in all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-charge.

In beams, joists, channels, angles, tes, 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.

In gratings framed guard bars, ladders, railings, brackets and similar works.

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 and placing in horizontal layer filtering media duly graded ,screened, washed and cleaned as specified by the Engineer-in-charge. i/c all leads and lifts.

Top layer:- Fine sand (Eff.size 0.20mm to 0.40mm and uniformity-co- efficient 2.00 to 3.00).

Second layer:-Coarse sand 3mm to 6mm.

Third layer:- Bajri 6mm to 20mm.

Fourth layer:- Bajri 20mm to 25mm.

Bottom layer:-Brokenstone 50mm to 75mm size.

Brick masonry of Ist class in foundation and plinthin cement mortar 1:6 (1 cement :6 sand) including all leads and lifts complete in all respect.

Brick work using common burnt clay buildings bricks in super structures above plinth level upto floor two level in cement mortar 1:6(1cement : 6 sand) including all leads and lifts complete in all respect. (2nd class bricks).

Providing wood work in frames of doors, windows clerestory windows and other frames wrought framed and fixed in position:-

2nd class deodar wood.

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 complete in allrespect as per the direction of the Engineer-in-charge i/c all leads and lifts.

40mm thick deodar wood 2nd class.

Providing and fixingwire 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.

40mm thick 2nd class Deodar Wood.

Kota stone slab flooring 20mm (average) thick base of cement mortar 1:4(1 cement : 4 sand) laid over and jointed with grey cement slurry mixed with pigment to mtch the shade of the slab, including rubbing and polishing complete within all leads and lifts andas per direction of Engineer-in-charge. 25mm thick.

20mm cement plaster 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 in cement mortar 1: 6 (1 cement : 6 sand).

Pointing on brick work with cement mortar 1:4(1 cement : 4 sand) flush pointing including all leads and lifts complete in all respect.

6mm cement plaster to ceiling including all leads and lifts complete in Cement mortar 1:3 (1 cement: 3 sand).

Providing Plinth protection 50mm thickin cement concrete 1:3:6(1 cement : 3 sand: 6 graded stone agg. 20mm nominal size)i/c all leads and lifts and as per direction of Engineer-in-charge.

Providing under layer of plinth protection of 75mm thick (unconsolidated) bed dry brick/stone agg. 40mm nominalsize with rammed and consolidated and grouted with fine sand includingpreparation of groundi/c all leads and lifts and as per direction of Engineer-in-charge.

Applying two coat of wood preservative on new wood and wood based surfaces after and including preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter, sand papering and knotting.

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 as per the direction of the Engineer-in-charge including all leads and lifts with ready mixed primer paint brushing wood primer pink.

Painting two coats excluding priming coat on new wood and other wood based surfaces, with readymixed paint brushing to give an even shade including cleaning of all dirt dust and other foreignmatter, sand papering and stopping as per the direction of the Engineer-in-charge including all leads andlifts with ready mixed paint other than white.

Painting two coats (excluding priming coat) on new steel and other metal surfaces under coat with ready mixed paint brushing to give an even shade including cleaning the surface all dirt, dust and other foreign matter with ready mixed paint other than white.

Finishing wall with water proofing cement paint or approved brand and manufacture as and of required shade on undecorated wall surfaces two coats to give an even shade after thoroughly brushing the surface to remove dirt and dust of remaining work.

Providing and fixing M.S. Fan clamps type 1 to 16 mm dia bar bend to shape withhooked ends in RCC slab during laying including the exposed portion of proof as per standard design complete including entire carriage of material upto all leads and lifts.

Providing 40x3mm flat iron hold fast40cm 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 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.

Providing and fixingM.S.Tower bolts barrel type with necessary screws etc. complete i/c all leads and lifts and as per direction of Engineer-in-charge.

Providing and fixingM.S. handles with necessary screws etc. complete i/c all leads and lifts and as per direction of Engineer-in-charge.

Providing and fixing of M.S. round bars(16mm) complete i/c all leads and lifts and as per direction of Engineer-in-charge.

Filling in plinth with sand under floor including watering ramming consolidating anddressing complete.

Rising Main:-

Providing, laying & commissioning at site in trenches to be beveled ended pipe conforming to IS/ISO:3183-2007 (Latest with up to date amendments) having minimum wall thickness as specified below & capable of withstanding required test pressure as prescribed inIS/ISO code, in random lengths of 5.5 to 6.5 mtr. The pipe ends shall be levelled suitable for butt welding, including the cost of jointing with butt welding confirming to IS 816-1969 or latest applicable and with uptodate ammendments (leak proof) in three layers at site of work with welded rods of Advani/oeriliken make/ISI marked (welded rods 3mm to 4mm) and all allied accessories whatever required for welding at site, tail pieces,tee bends & other special manufactured from parent pipes as applicable to the particular reach and of approved specification as per site conditions. and cutting of pipes wherever required as per site requirement including carriage in all leads & lifts and as directed by the Engineer-In-Charge. The pipe shall have zinc coating inside & outside confirming to IS-4736-1986 or latest with upto date ammendments & shall be engraved with API L360/L415 grade. The laying shall confirm to BIS 5822-970 or latest with upto date ammendments to the entire satisfaction of Engineer-In-Charge. (Earth work & cost of MS Flanges after 100meter length shall be measured & paid for seperately.) including all leads, lifts and carriage of materials at site and as per direction and to the entire satisfaction of the Engineer-In-Charge.

RDsLength in mtr Dia of pipe in mm. Wall thickness.Table

Providing, laying and jointing in trenches GMS pipes of 65mm dia(Heavy grade) jointed with butt welding according to relevant BIS standards code 816-1969 including all short pieces, jointed with butt welding according to relevant BIS Code 816-1969 including all short pieces of approved specifications as per site conditions including flushing cleaning and hydraulic testing complete to the best satisfaction of the Engineer-in-charge. The laying of pipes should be conform to BIS: Code 5822-1970 within all leads and lifts complete in all respects.65mm dia nominal bore.(H)

R.D. 300-60065mm dia

Providing, laying and jointing in trenches GMS pipes of 65mm dia(Medium grade) jointed with butt welding according to relevant BIS standards code 816-1969 including all short pieces, jointed with butt welding according to relevant BIS Code 816-1969 including all short pieces of approved specifications as per site conditions including flushing cleaning and hydraulic testing complete to the best satisfaction of the Engineer-in-charge. The laying of pipes should be conform to BIS: Code 5822-1970 within all leads and lifts complete in all respects.65mm dia nominal bore.(M)

R.D. 600-118065mm dia

Providing fixing and jointing of M.S.flanges conforming toIS-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.

65mm dia.Table.28

65mm dia. Table.23

65mm dia.Table.5

Pumping Machinery:

Supply, erection, testing & commissioning of horizontal spindle,horizontal split casing,radial split Single, /Multistages centrifugal pumpsor combination of pumps, in series/parallel of recommended make such as Mather and Platt/KSB//Becon weir/Kirloskar/ BE/Jyotior 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 clear 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/ABBor 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 (-)25% of the duty point head. The motor should be as per IS:325-1978with 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:-2 sets of 25HP each.= 50HP

(I) Discharge (Q) 2.54 LPS.(ii) Total Dynamic Head:-384.03 Meters.(a)LWL in sump well(h) : -1820.00Meters.(b)_ Shaft level :- 1820.30Meters. © Level at discharge point : 2175.25Meters.(d) Suction lift :-3.00 .(e) Residual head:-3.00Meters.(f)Static head:- 385.00Meters.(iii) Rising main(a) Length. 1180 Meters.(b) Dia :- 65 mm.(iv)Pumping hours. 8 hours.(v) Altitude of Installation aboveMSL-Meters.(vi) Characteristics of water(a) Temperature oC(b)Abient TemperatureoC©Turbidity:- (d) Alkalanity: . e)Size of the solids.....mm (f) Others:-Pumps Specifications: i)Make:- . (ii) Model :- (iii) No.of stagesStages .(iv)Material manufactures certificate to be appended (I) Head(H):- mtrs.(ii)Discharge(Q) LPS.(iii)BHP absorbedHP(iv)Efficiency(n):-.(v) NPSH(K)

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

© Coupling

[(d) Base Plate]

Providing ICTP switch with HRC fuses ofKilburn/L&T/Siemens/Crompton Standard/Havells make and having Capacity 30% extra of the Operational rating as per IS:4064-1978 with upto date ammendments immediatelyafter the power meter of HPSEB.Change over Switch.((i)Make:-.(ii)Type(iii)Capacity Amp.

Providing MS .sheet,steel fabricated floor mounted closed(Almirah type) switch board including angle iron post of suitable height and size ISA 40x40x6mm,duly painted, with steel sheet of 16 gauge comprising, capable of mounting the following accessories withall internal connections: -Panel/Switch Board(I)Drawing(ii) Layout plan

A.C.B/ Oil circuit breaker ofKilburn/L&T/MEI make& of suitable capacity on incoming feeder with or without initial oil filling as the case may bewith neutral linked under voltage releases as per IS: 2516-1985 with upto date ammendments with.OCB: i) Make: - ii)Type. iii)Range .(Iv) CapacityAmp.

Earth leakage circuit breaker of recommended make (Kilburn/L&T/MEI/ GEC) as per 2516-1977 withupto 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 conditionof the circuit breaker for over current protection.The circuit shouldbe equipped with magnet thermal release with metallic tape etc. Itshouldalso befitted 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.

The voltage monitor relay three phase with all protection and usual indicator and electric siren against single phasing low voltage,high voltage reverse phasing,over loading and phase voltage difference as per IS:3842(latest edition). VOLTAGE MONITOR RELAY: i)Make:-ii) Type:-iii) Range.

Power factor meter of standard make as per relevant IS code with upto date ammendments of suitable rating.

Frequency meter of standard make as per relevant IS code with upto date ammendments of suitable rating.

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

ICTP switches with HRC fuses of L&T/standard/Havells make and of suitable capacity as per IS 4064-1978 with upto dateammendments.ICTP SWITCHES: I) Type :ii)Make:- iii)Capacity :-

Three phase Indicator 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.

Capacitor of Havells/ L&T/ make as per IS:2834-1986 with upto date ammendments to raise the power factor at site to 0.95 for direct connections to induction motor individually of required KVA rating according to HP offered including cables as per relevant ISI code(ofSiemens/Glocter/IEC make) from bus barchamber to capacitor and also including ICTP switches of appropriaterange as per IS: 4064-1978 with upto date ammendments.CAPACITOR:- I)Type:- ii)Make:-iii)Range.

Providing suitable Oil immersedATS starter of MEI/Kilburn/L&T/make as per IS8544-1979 with upto date ammendments for squirrel cage/slip ringmotor mounted on pannel board with magnetic type overload releaseand dashpot, time lag,under voltage release with or without initialoil filling as the case may be with single phase preventor as perIS 1248(P-V)- 1983 with upto date ammendments. STARTER:-I)Type:-ii)Make:-Single Phase Preventor:- i) Type:ii) Make.

Providing Hour run meter of recommended make of suitable capacity as per IS:722(Latest edition).HOUR RUN METER:- I) Type:-ii)Make:- iii)Capacity:- Hrs.

Providing antivibration pads under the pumps and motors of suitable size for the above pumping machinery as per IS:6337-1971.Antivibration Pad:- i) size:- ii)Make:-Material:-

Providing ……. No volt battery with battery charger for tripping of motor control. i) size:- ii)Make:-Material:-

Providing cast iron flanged/screw type foot valves with strainer as per IS: 4098-1986 with upto date ammendments of Kirloskar/ Mechneil/Kilburn/Leader/make 50 mm dia. FOOT VALVE:-i) Make:-ii)Class:-iii)Test working headiv) Material.

Providing double flanged cast steel sluice valve of Leader/ Kirloskar/Kilburn/GLED/Fouress/Pelicon make and ofmm dia. for suction pipe and capable of with standing the normal seat pressure and as per IS-1414-75 with upto date ammendments.SLUICE VALVE:i)Make:- .ii) Class:- iii)Seat Pressure . iv)Material :-

Providing double flanged Cast steel Sluice valve of Leader/Bhel/Kirloskar/ Kilburn/GLED/ Fouress/Pelicon make and of ......mm dia for delivery line of pump and capable of with standingnormal seat pressure as perBS:1868 (P.I) with upto date ammendments.-SLUICE VALVE:- i)Make:- Class: Seat Pressure:Material:-

Providing double flanged Cast steel (Swing type) Reflux valve of Leader/Bhel/ Kirloskar/ Kilburn/GLED/ Fouress/Pelicon makeand of..….mm diahavingbye pass arrangement on the delivery line of pump and capable of with standingnormal seat pressureas perBS:1868 (P.I) with upto date ammendments.REFLUX VALVE:-i)Make:Class:- Seat Pressure:. Material:-

Providing double flanged Cast Iron/ Cast steel Reflux valve of Leader/Bhel/ Kirloskar/ Kilburn/GLED/ Fouress/Pelicon makeand of…...mm diahavingbye pass arrangement for rising mainandcapable of with standingnormal seat pressureas perBS:1868 (P.I) with upto date ammendments.REFLUX VALVE:-i)Make:Class:- Seat Pressure:. Material:-

Providing 100mm dia circular dia pressure gauge of Fiebig/Bourden Prega/precision make complete with all accessories such as stop cock,copper tubing etc. as per IS 3624-1987 with upto date ammendments.PRESSURE GAUGE:- I)Make:-ii) Range.

Providing 100mm diacircular dia vaccume gauge of Fiebig/ Bourden/Prega/Precision make complete with all accessories such as stop cock,copper tubing etc. as per IS 3624-1987 with upto date ammendments. VACCUM GAUGE:-i) Make.ii)Range.

Providing discharge meter standard make to be tiked on the rising main near the storage tank as per the directions of the Engineer-in-charge as per IS-2373-1981 with upto date ammendments. Discharge Meter:i)Make:ii)Type:

Installation of all the items appearing at Serial No. 50 to 62 as per the systematic drawing attached with the tender documents(Drg. No.1).

Providing and fixing double flanged MS/GI piping work layout to be approved by the Engineer-in-Charge for suction and delivery pipes suitable to pump(s) offered and common header as per the rising main respectively complete with all specials such as bends,tees reducers/increasers with companion flanges matching with the relevant specifications of the accessoresasindicated in the drawing No 2 including rubber/asbestos gasket of minimum 3mm thickness as per IS 2712-1979 and required number of nuts and volts as per IS 1364-1983.The pipes shall be as per relevant IS code and towithstand 1.5 times total head stipulated under item No.1. The size of the various componentsto be asunder:-(I) Suction pipe…100mm dia. GI/MS (ii)Delivery pipe… 65mm dia(iii)Common Header :-mm dia. G.I.Heavy MSERW pipe andwill extended upto 5 mtrs from the outer wall of the pump house in the direction to be jointed.

SUCTION PIPE:- I)Make:-ii)Grade. iii)Thickness. iv) Pressure rating.DELIVERY PIPE AND COMMON HEADER:- i)Material ii) Grade. iii) Thickness. iv)Pressure rating.

Providing andlaying copper PVC insulated armoured power cable(one cable carrying all the three phases) of suitable size and capacity to and all other electrical equipments as per IS:1554(P-I)1988 or latest with upto date ammendments of Finolex/Havells/Standard/L&Tmake including all other accessores such as thimbles, flexible,pipes solder,nuts and bolts,cable glands etc. laid in pipes or trenches under floor. ARMOURED POWER CABLE:- A) Motor side (from switch to starter and starter to motor).i)Size: Sqmm. ii)Make:- iii)Type:- iv)Capacity. v) Core.B) Supply Side: (From meter of HPSEB to Bus Bar and Switch) :-i)Size: Sqmm. ii)Make:- iii)Type:- iv)Capacity. v) Core.

Providing and fixing double loop earthing and G.I. plate 600mmx 600mmx 3mm thick electrode complete with material such as thimbles, nuts and bolts,charcoal and commonsalt,25mmx3mm G.I. strips/as per IS: 3043-1987 with upto date ammendments for motors and other electrical equipments and digging of pits etc.complete in all respect.

Geeta Ram Thakur

Dinesh Singh Thakur

P B Thapa