Prov LWSS to P.C Habitation in Mashobra Block in G.P. Bhont, Dummi and Chairy in Tehsil and Distt Shimla HP

Amount

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.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.

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.

Prov. and laying cement concrete 1:3:6 (1cement:3sand:6graded stone agg. 40mm nominal size) and curing complete excluding cost of centring and shuttering in:-a) Foundation and plinth.

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

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

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.

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

Providing. and laying cement concrete 1:6:12(1cement: 6sand: 12 graded stone agg.40mm nominal size) and curing complete excluding cost centring and shuttering in:-a) Foundation and plinth.

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

Prov. and laying cement concrete 1:5:10(1cement:5sand:10 graded stone agg. 40mm nominal size) and curing complete excluding the cost of form work in Foundation and plinth.

Prov. and laying cement concrete 1:5:10(1cement:5sand:10 graded stone agg. 40mm nominal size)with 15% plum concrete and curing complete excluding cost of form work in retaining 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 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 in all leads and lifts and to the entire satisfaction of the Engineer-in-charge.

Foundation footing bases of columns 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 walls :- Under 20cm wide.

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

Columns, pillars, posts and struts:-Square rectangular or polygonal in plan.

Providing form work of ordinary timber plankings 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 4 mtrs.and removal of the same for insitu reinforced concrete and plain concrete work in:-

Arches upto 6 mtrs. span.

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 in 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.

Arches upto floor two level.

Providing Mild steel/Tor steel reinforced for RCC work including bending, binding and placing inposition complete upto floor two level within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-charge. a) Tor steel.

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 cleats as in main and cross beams, hip and jack rafters, purlins connected to common rafters and the like.

In grating, framed guard bars, ladders, railing, 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).

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

100mm dia nominal bore.

80mm dia nominal bore.

40mm dia nominal bore.

32mm dia nominal bore.

25mm dia nominal bore.

15mm dia nominal bore.

Prov. and fixing wheel 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.

40mm dia nominal bore.

25mm dia nominal bore.

20mm dia nominal bore.

15mm dia nominal bore.

Providing and fixing C.I.sluice valve/scour valve (with hand wheel) as per IS:780-1984 class-I upto 300mm dia (including brass spindle and as per IS:2906 class II for diameters more than 300mm complete with bolts, nuts, rubber insertion etc, (The tail pieces if required shall be measured and paid for separately):-

125mm dia nominal bore.

100mm dia nominal bore.

Supplying Cast iron cover without frame 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).

Prov. 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: 6 graded stone agg. 20mm nominal size).

Brick work using common burnt clay building bricks in foundation and plinth in Ist class bricks C.M 1:6 (1cement:6sand) complete in all respect.

Prov. 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.

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

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

III.Third layer:- Bajri 6mm to 20mm.

IV. Fourth layer:- Bajri 20mm to 25mm.

V. Bottom layer:- Broken stone 50mm to 75mm size.

Prov. and laying cement concrete work 1:11/2: 3(1cement:11/2 sand:3 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 and plinth.

Columns, pillars, posts and struts upto floor two level.

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

Brick work using common burnt clay building bricks in 2nd class bricks in Super structure C.M 1:4 (1cement:4sand) complete in all respect.

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

a) 2nd class deodar wood.

P/F panelled glazed or panelled and glazed shutters for doors, windows and clerestory windows including black enamelled iron butt hinges with necessary screws complete in all respect as per the direction of the Engineer-in-charge i/c all leads and lifts.

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.

(a) 40mm thick 2nd class Deodar Wood.

Kota stone slab flooring 20mm(average) thick base of cement mortar 1:4(1cement:4sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete.

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:-a)In cement mortar 1:6(1cement:6sand).

Pointing on brick work with cement mortar 1:4(1cement:4sand) 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(1cement:3sand).

Providing Plinth protection 50mm thick in cement concrete 1:3:6(1cement:3sand:6graded stone agg. 20mm nominal size).

Prov. under layer of plinth protection of 75mm thick (unconsolidated) bed dry brick/stone agg. 40mm nominal size with rammed and consolidated and grouted with fine sand including preparation of ground i/c all leads and lifts and as per direction of Engineer-in-charge.

Applying two coats 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 including all leads and lifts.

a) With ready made paint brushing wood primer pink.

Painting two coats (excluding priming coat) on new wood and wood based surfaces, 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.

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.

Painting two coat (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 suface of all dirt, dust and other foreign matter, sand papering and stopping:- a) With ready mixed paint other than white.

Providing and fixing M.S.fan clamp (Type-I of 16mm dia M.S.bar bent to shape with hooked ends in RCC slab during laying including painting the exposed portion of loop all as per standard design complete.

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

P/F M.S. handles anodized transparent or dyed to required colour and shade with necessary screws etc. complete.

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

Stone/ boulder filling under floors/ behind retaining walls.

Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete in all respect i/c all leads and lifts.

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 in IS/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 X-60 API L-415. 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.

RDs Length in Dia of Wall thickness. Table

mtr pipe in mm.

Laying and jointing in trenches GMS pipes of 125mm dia(Medium grade) jointed with butt welding according to relevant BIS standards 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.

125mm dia Medium grade.

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.

125mm dia flange Table.34.

125mm dia flange Table.28.

125mm dia flange Table.17.

125mm dia flange Table.5

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 IPH Deptt.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 plate (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 IPH Deptt.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:-2 sets of 150 HP each.= 300HP

(I) Discharge (Q) 8.56LPS per set.(ii) Total Dynamic Head:- 695.52 Meters.(a) LWL in sump well(h) :- 1300 Meters.(b) Shaft level :- 1300 Meters.© Level at discharge point : -1975 Meters.(d) Suction lift :- (+tive) Meters.(e) Residual head:- 3.00 Meters.(f) Static head:-675.00 Meters.(iii) Rising main(a) Length. 2500 Meters.(b)Dia :-125 mm.(iv) Pumping hours. 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 Cum./Hr/ set .(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 ] .

Providing ICTP switch with HRC fuses of Kilburn/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. ICTP Switch.((i) Make:- (ii) Type (iii) Capacity

Providing MS .sheet 16 SWG steel fabricated floor mounted closed(Almirahtype) 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

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

Earth leakage circuit breaker of recommended make (Kilburn/L&T/MEI/ GEC) as per 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 . 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 square type of standard make as per relevant IS code with upto date ammendments of suitable rating. POWER FACTOR METER: I)Type:- ii) Make:-

Frequency meter of square type of standard make as per relevant IS code with upto date ammendments of suitable rating. FREQUENCY METER: I) Type:- ii)Make:- iii) Range:

Bus bar chamber having three and half copper 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/Crompton/Kilburn/Siemens/Standard/Havells make and of suitable capacity as per IS:4064-1978 with upto date ammendments.

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 Siemens/Bhel/GEC/ 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(of Siemens/Glocter/IEC make) from bus bar chamber to capacitor and also including ICTP switches of appropriate range as per IS: 4064-1978 with upto date ammendments. CAPACITOR:- I)Type:- ii)Make:- iii)Range.

Providing suitable oil immersed star delta on strter of MEI/ Jyoti make as per IS: 8544-1979 with upto date ammendments for squirrel cage/slip ring motor mounted on pannel baord with magnetic type overload release and dashpot, time lalgl under voltage release with or without initial oil filling as the case may be with singl phase preventor as per IS: 1248(P-V) 1983 with upto date ammendment. 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:-

Prov. Antivibration pads under the pumps and motors of suitable size for the above pumping machinery as per IS: 6337-1971.Antivibration Pad:- 1) Size. (ii) Make (iii)Material

Prov…… volts battry with battery charger for tripping of motor control.i) Size…… …ii)Make…….. Iii) Material.

Prov. Cast iron flanged/screw type foot valves with stainer as per IS:4038-1986 with upto date ammendments of Kirloskar/Mechaneil/Kilburn/Leader make 50mm dia. Foot valve:- i) Make:- ii)Class:- iii)Test working head iv) Material.

Providing double flanged cast iron/Cast steel sluice valve of Leader/Bhel/ Kirloskar/Kilburn/GLED/Fouress/ Kartar make and of mm dia. for the 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(Swing type) Cast steel Reflux valve of Leader/Bhel/Kirloskar/ Kilburn/GLED/ Fouress/Kartar make and of… mm dia having bye pass arrangement on the delivery line of pump and capable of with standing normal seat pressure as per BS:1868 (P.I) with upto date ammendments.- REFLUX VALVE:- i)Make: Class: Seat Pressure: Material:-

Providing double flanged check type cast iron/cast steel Reflux valve of Leader/Bhel/ Kirloskar/ Kilburn/ GLED/Fouress/Kartar make ASA-300 and of mm dia having bye pass arrangement for Rising Main and capable of with standing normal seat pressure as per BS:1868 (P.I) with upto date ammendments. REFLUX VALVE:- i)Make: Class: - Seat Pressure:- Material:-

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

Prov. discharge meter standard make to be tiked on the rising main near the storage tank as per the direction ot the Engineer-in-charge as per IS: 2373-1981 with upto date ammendments.

Installation of all the items appearing at Serial No. 52 to 63 as per the systematic drawing attached with the tender documents (Drg. No.1).

Providing and fixing double flanged MS/GI piping work layout tobe approved by the Engineer-in-Charge for suction and delivery pipes suitable to pump(s) offered and common header as per thethe rising main respectively complete with all specials such as bends,tees reducers/increasers with companion flanges matching with the relevant specifications of the accessores as indicated 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 to withstand 1.5 times total head stipulated under item No.1. The size of the various components to be as under:- (I) Suction pipe… mm dia. (ii)Delivery pipe mm dia (iii)Common Header : mm dia and will 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 and laying 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 Siemens//Gloster/ JEC/ICC/EICO National/Grandlay make 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: - ii)Make:- iii)Type:- iv)Capacity. v) Core. B) Supply Side:- (From meter of HPSEB to Bus Bar and Switch) :-i)Size: . ii)Make:- iii)Type:- iv)Capacity. v) Core.

Providing and fixing double loop earthing and G.I. plate 600mmx600mmx3mm thick electrode complete with material suchas thimbles, nuts and bolts,charcoal and common salt,25mmx5mmG.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.

Roshan Chauhan

Haminder Pal