Upgradation of water resource under LWSS Hamirpur Town in Tehsil and Distt. Hamirpur Sub Head C O 1 NO Percolation well C O Sump well 150000 Liters cap. At Head works C O Pump House cum Attendant Room C/O Underground main storage tank 300000 Liters

Amount

Excavation in foundation for digging well in dry excavation from G.L.upto the level,where well curb is placed the level,where well curb is placed depth.

Excavation in foundations,trenches etc., in earth work in all kinds of soil, lift upto 1.50 mts. Stacking the excavated soil not more than 3 mts. Clear from the edge of the excavation & then returning the stacked soil in 15 cms. Layers,when required into plinths sides of foundation etc.,consolidating each deposited layers by ramming & watering & then disposing of all surplus excavated earth as dierected within all leads & lifts as per entire satisfaction of Engineer in charge.

Excavation in foundation and trenches etc.(in pipes and pits) in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiselling/wedging out of rock/where blasting prohibited) saturated soil stacking the excavated soil as directed by the Engineer-in-charge clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer –in-charge in all leads and lifts.

Wet well sinking gravel including all pumping, soring etc.

From spring level to 3.00 mtr.depth

From spring level to 3.00 metre to 6 metre

From spring level to 6.00 mtr.depth 9 meter

From spring level to 9.00 mtr.depth 10 meter

Steel work in single section i/c cutting, hoisting & fixing in position etc.in RS joists,Channels,angles & tees etc.

Lowering of well curb complete in all respect.

Providing and laying cement concrete work using concrete mix of M-30 but not leaner than 1:1,1/3:3 with graded stone aggregate 20mm nominal size ) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:-

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

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

Columns, Pillars & Posts etc.

Lintels, beams ,griders bressumers and cantilevers upto all floor level.

Wall (any thickness but not less than 0.10 mts.Thickness)attached pillasters,buttresses plinth,& string courses etc.from top of found.level upto floor two level

Arches upto floor two level.

P/L cement concrete work using concrete mix of M-10 with graded stone aggregate 40 mm nominal size) & curing complete excluding the cost of form work in foundation & plinth.

Providing & Laying no fine concrete 1:4 (1cement : 4 stone aggregate) complete in all respect

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 and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4meters and removal of the same for insitu reinforced concrete and plain.

Vertical surfaces such as wall (any thick.) partitions & the like i/c attached pillasters, buttresses,plinth & string courses & the like.

Flat surfaces such as soffits of suspended floors, roofs, landings and the like floors upto 200mm kin thickness.

Beams,cantilevers,girders & lintels, sides & soffits of beams, haunching,cantilevers,bressumers 1.00 mts. In depth in all heights from floor.

Edges of slabs and breaks in floors & walls under 20 cms. Wide.

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

Arches upto 6.00 mts.span

Providing Tor steel reinforcement for RCC work including bending, binding & placing in position complete upto floor two level.

Square rubble masonry with approved quality i/c racking out of joints in foundation & plinth in CM 1:4 (1cement : 4 sand)

Above NSL/GL

20mm cement plaster in single coat of rough sides of bricks / concrete stone walls for interior plastering upto floor two level including arrises internal rounded angles chamber and rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1 : 3 (1cement : 3 sand) in all leads and lifts.

20mm cement plaster in single coat of rough sides of bricks/concrete stone walls for interior plastering upto floor two level including arrises internal rounded angles chamber and rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:6(1cement:6sand) within all leads and lifts.

Brick masonry using common burnt clay bricks in foundation & plinth in CM 1:4 (1cement : 4 sand)

Brick work using common burnt clay building bricks (IInd class) in super structure above plinth level upto floor two level in cement mortar 1:6 (1cement:6 sand) in all leads and lifts.

Prov. & fixing CI Man hole cover with frame having frames size of 500 mm internal dia.( Medium duty )The weight of cover & frame should not be less than 116 kg

Providing 200 mm wide CI rungs with chequered or ribbed non slip surface i/c fixing in structure with 200 x 200 x 100 mm cement concrete 1:3:6 ( 1 cement :3 sand : 6 graded stone aggre 20 mm nominal size )

Boulder/Stone filling dry hand packed tightly complete under lean conrete to prevent the entry of surface water.

Providing and laying cement concrete 1:5:10 (1Cement: 5 Sand:10 Graded stone aggregate 40mm nominal size) and curing complete excluding the cost of form work foundation and plinth in all leads and lifts

Providing wood work in frames of doors, windows and other frames wrought framed and fixed in position with second class deodar wood in all leads and lifts.

Providing and fixing wood paneled glazed or paneled and glazed shutters for doors, windows and clear story 40mm thick windows including bright finished black enameled iron with necessary screws with second class deodar wood 40mm thick in all leads and lifts.

Prov. & fixing wire gauge shutters using galvanized MS wire gauge of IS gauge designation 85 G. with wire of dia. 0.56 mm for doors,windows & clerestrey windows including bright finished black enameled iron hinges with necessary screws. (2nd class Deodar wood)

Cement concrets flooring 1:2:4 (1 cement :2 sand :4 graded stone aggregate 20mm nominal size) laid in one layer finished with a floating coat of neat cement (40mm thick) as per direction and to the entire satisfaciton of Engineer-in-charge upto all lead and lift.

Pointing on brick masonry in cement mortor 1:3 (! cement:3 sand) RULED

6 mm cement plaster to ceiling in CM 1:4 (1Cement :4 Sand)

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

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

Applying two coat of wood preservative on new wood based surface after and including preparing the surface by thoroughly cleaning dirt dust and other foreign matter.

Applying priming coat over new wood and wood based surface after and including preparing the surface by thoroughly cleaning oil dirt grease and other foreign matter sand papering and knotting ready mixed paint brushing wood primer pink in all leads and lifts.

Painting two coats(excluding priming coat) on new wood and wood based surface with ready mixed paint brushing the give and even shade including cleaning of all dirt dust and other foreign matter and sand papering and stopping with ready mixed paint other than white in all leads and lifts.

White washing with lime on undecorated walls surface (two coats) to give an even shade including thoroughly brooming the surface dirt dust mortar dirt and other foreign matter in all leads and lifts.

Finishing wall with water proofing cement paint of approved brand & manufacture & of required shade on undecorated wall surfaces (two coats) to give an even shade after thotoughly brushing the surface to remove all dirt & remains of loose powdered materials.

Providing and fixing M.S.fan clamp(Type-I of 16mm dial 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.

Providing 40x3mm flat iron hold fast 40cm long including fixing to frame with 10mm dial meters bolts and nuts and wooden plug and embeding in cement mortar block 30x10x15cm (1:3:6(1cement:3sand:6 graded stone aggregate 20mm nominal size.

Providing and fixing following anodized aluminium fittings of anodized transparent and shade with necessary screw etc.complete

Sliding door bolts 250x16mm.

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

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

M.S. tower bolts (Barrel type) leads and lifts. 100x10mm.

M.S. handles 125mm dia

M.S. handles 100mm dia

Providing and fixing of MS round bars (16 mm) in windows and ventilators.

Half brick masonry in common burnt clay building in cement mortor 1:4 (1Cement:4 Sand)

Construction of PCC drain concrete mix of 1:3:6 (1 cement: 3 sand: 6 graded stone aggregate 20 mm nominal size) and curing complete including cost of centring and shuttering in Foundation and Plinth (size 450 x 450 mm)

Construction of PCC drain concrete mix of 1:3:6 (1 cement: 3 sand: 6 graded stone aggregate 20 mm nominal size) and curing complete including cost of centring and shuttering in Foundation and Plinth (size 300 x3 00 mm)

Providing & fixing Flood Light in all accessories complete within all leads & lifts as per entire satisfaction of Engineer in Charge.

Providing and fixing 5 Ton Chain Pully / gantry of approved ISI make electrically operated alongwith all allied accessories complete within all leads & lifts as per entire satisfaction of Engineer in Charge.

Providing and fixing paver blocks in 500 Sqmts. within all leads & lifts as per entire satisfaction of Engineer in Charge.

Steel work welded in built up sections, including cutting sections, including cutting, hoisting, fixing in position and applying a priming coat of red lead paint In gretings, framed guards, bars ladders railings brackets and similar works

Add for WS & Sanitary works @ 5.00 % Add for electrical @ 12.50 % Evolving hudraulic/Structural design and drawing of proposed structure dully vetted from P.E.C. / IIT's including collection of hydraulic data, Bearing capacity/investigation of Soil etc (0.5% for Structural design and 0.5% for Bearing capacity. =0.5%)

Providing in RCC work smooth finishing of the exposed surface with cement mortor1:3 (1cement :3 sand )

Laying in trenches GMS/MS Tubes (L/M class) tube fitting (Earth work in trenches to be measured & paid for separately)(Labour rate)

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

Prov. & fixing SFRC Man hole cover with frame having frames size of 560 mm internal dia.should not be less than 100 kg

Laying/ jointing and trenches (to level or grade) GMS pipe with 5% joint as flanged joint & remaining 95% butt welded of below mentioned diameter conforming to IS 1239-2004 (latest upto date amendments) of grade and wall thickness as specified, suitable to withstand required hydraulic test pressure including fixing of required number of MS nuts & bolts as per IS1369-1967 & compressed asbestos fiber jointing gaskets sheet not less than 300mm in thickness as per IS 2712-1998 complete in all respects to the entire satification of Engneer in charge. the laying of pipe shall conform to IS 5822-1994 ass well as CPHEEO manual and will include all operation such as jointing including flushing, cleaning and hydraulic testing complete in all respect to the entire satisfaction of Engineer charge including entire carriage of materials in all lifts and leads. (The earth work in treches, flanged joints and butt welded joints shall be measured and paid for separately) (Labour Rate)

GMS Pipe 150 mm dia Booster stage-I (Medium class P/E)

Providing, Laying, jointing and testing of GMSERW Pipe L-415 (X-60) bevelled edged conforming to ISO:3183-2012 of following mentoned grade, diameter and wall thickness in trenches having random lengths of 5-7 mtrs including cost of fabrication of minimum 3 cut bends of required degree. The pipe shall have inside & out side Galvanisation at manufacturer work conforming to IS:4736-1986 (with upto date ammendments). The pipe shall be jointed with circumferencial butt welded joints by electric arc welding with minimum three layers of welds so as to achive the minimum effective thorat thickness and strength of welds conforming to IS: 816-1969 sepecification, by using welding electrodes of 2.50 mm to 6.30 mm of Advani Oerlikon (Ador)- CITOJET / Esab make, conforming to IS:814-1991, at site of work complete in all respects. Each butt welded joint shall be tested with dye-penetration test ( with the kit consisting of 3 sprays of 250 ML each includes (a) Cleaner CL-96 (b) Penetrant PT-97 (c) Developer Div-98 of checkmate make) complete in all respects, including manual / mechanical handling of pipes in all leads and lifts to the entire satisfication of Engineer-in-charge. (The earth work in treches, flanged joints and butt welded joints shall be measured and paid for separately)

GMSERW pipe 150 mm dia R.D. 0/0 to 2100 m with wall thickness 5.60mm

GMSERW pipe 150mm dia R.D. 2100 to 3900 m with wall thickness 5.20mm

GMSERW pipe 150mm dia R.D. 3900 to 26000 m with wall thickness 4.80mm

Providing welding and fixing of MS flanges @ 5% of joints, conforming to following tables as per IS 6392-1971 (Latest with upto date amendments) and welding of MS flanges with GMS/GMSERW pipes in three layers on both faces i.e two layer on outer faces and one layer on inner face to make the joint leak proof (The cost of providing and laying of MSERW/GMS pipes to be measured and paid for separately). The welding of flanges should conform to IS 816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts conforming to IS 1364. the thickness of gasket not less than 3.00 mm conforming to IS 2712-1998. The work shall be done as per entire satisfaction of engineer in charge within all leads and lifts.

Booster stage GMS pipe 150 mm dia RD 0/0 to 900 MS flange Table 5

MSERW pipe 150 mm dia RD 0/0 to 3900 MS flange Table-38

MSERW pipe 150 mm dia RD 3900 to 12750 MS flange Table-34

MSERW pipe 150 mm dia RD 12750 to 21000 MS flange Table-28

GMS pipe 150 mm dia RD 21000 to 26000 MS flange Table-17

Providing Circumferencial Butt welded joints by electrical arc welding to below mentioned dia and wall thickness MSERW pipe welded in three number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm of Advani Oerlikon (Adore)-CITOJET/ESAB make, conforming to IS 814-1991 including Die pentration test, at site of work complete in all respects, including manual/machanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer in charge.(The earth work in treches, flanged joints and butt welded joints shall be measured and paid for separately)

GMS pipe 150 mm dia Booster stage

GMSERW pipe 150 mm dia Rising main

Providing and fixing of double flanged cast steel Non Return valve of 150 mm dia of Leader / Kirloskar / Sachdeva / RG or any other approved make capacity with standing normal seat pressure as per BS:1868/API-600 of Class ASA-600 flange Table -38 with upto date ammendments complete in all leads and lifts to the entire satisfaction of Engineer-in-charge.

Providing and fixing of double flanged cast steel Non Return valve of 150 mm dia of Leader / Kirloskar / Sachdeva / RG or any other approved make capacity with standing normal seat pressure as per BS:1868/API-600 of Class ASA-300 Flange Table-28 with upto date ammendments complete in all leads and lifts to the entire satisfaction of Engineer-in-charge.

Providing and fixing of double flanged cast steel sluice valve of 150 mm dia of Leader/Kirloskar/Sachdeva/RG or any other approved make capacity with standing normal seat pressure as per BS:1414/API-600 of Class ASA-600 flange Table -38 with upto date ammendments complete in all leads and lifts to the entire satisfaction of Engineer-in-charge.

Providing and fixing of double flanged cast steel sluice valve of 150 mm dia of Leader/Kirloskar/Sachdeva/RG or any other approved make capacity with standing normal seat pressure as per BS:1414/API-600 of Class ASA-300 flange Table -28 with upto date ammendments complete in all leads and lifts to the entire satisfaction of Engineer-in-charge.

Providing and fixing Screw type Cast iron Air Valve 25mm dia (Single Ball type) of Leader /Sachdeva/RG or any other aaproved make confirming to BS:1452-90 with upto date amendment as per Class- 10.00 with standing a normal seat pressure of 10.20 kg/cm2 in rising main in all leads and lifts to the entire satisfaction of Engineer-in-charge.

Supply & Errection of horizontal spindle, vertical split casing Single/Multistage Submersible pumps of standard make such as KSB/Mather & Platt/Kirloskar/Best & crompton// Grounfos conforming to BIS 1520-1980 appropriate IS code (latest with upto date ammendments) read with BIS 9137-1978 or latest to handle clear water with impellers, casing ring & shaft sleeves of bronze, shaft of steel with cast iron casing of suitable capacity coupled directly through a flexible coupling on a common base plate to Kirloskar/NGEF/Crompton/Siemen/Jyoti/ ABB/Morthon/Slip ring/squirrel cage screen protected drip proof induction eletric motor suitable for operation on the data given below:- Discharge (Q) 14.36 LPS for each pump. Total head in Mts. 22.20 meters a) LWL in sump well (h) 516.20 mtrs. (b) Shaft level 514.70 mtrs. c ) Level at discharge point 527.00 mtrs. d) Suction lift mtrs. (e) Residual head mtrs. (f) Static head 12.30 mtrs. Rising main (a) Length 900 mtrs. (b) dia 150 mm Pumping hours 16 hours Altitude of installation above MSL 514.20 mtrs. Characterstics of water (a) Temperature 20 degree centigrade (b) Abient Temp. ( c) Turbidity 50 PPM (d) Alkalanity (e) Size of the solids (f) Other

Supplying and fixing of prefabricated control panel consisting of Ampere Meter, Voltmeter, OCB/MCB/MCCB, ON/OFF push button, Circuit breaker, Voltage monitor relay, Power factor meter, Frequency meter, Bus bar chamber, ICTP main switch with HRC fuses and other accessories, Capacitor, Strarter (Direct on line/ Star delta /Auto transformer), Phase Preventor, Hour run meter and other accessories suitable for pumping machinery under item No. ______ as per technical specification sheet attached complete in all respect.

Supplying and fixing of Kirloskar/Kilburn/IVC/Fourcess/Gled/BHEL/Leader/Kartar/Schdeva/RG of reputed make of cast iron flanged sluice valve confirming IS 780, size equal to dia of suction pipe Class- PN 1.6 provided with hand wheel/Cast iron Cap.

Supplying and fixing of Kirloskar/Kilburn /IVC/Fourcess/Gled/BHEL /Leader /Pelcom/KSB/Schdeva/RG of reputed make of suitable size cast Iron double flanged sluice valve having size one step higher to delivery of pump and capable of with standing nominal seat pressure of Class PN 1.6

Supplying and fixing of Kirloskar/Kilburn/IVC/Fourcess/Gled/BHEL/Leader/Schdeva/RG of suitable size cast iron double flanged swing check type reflux valve having bye pass arrangement & size one step higher to delivery of pump for withstanding nominal seat pressure of Class PN 1.6

Providing & laying PVC insulated jointless, flat water proof copper cable of Siemens/Finolex/Grandlay /Gloster make conforming to BIS:1554 (Part I) -1988 or latest with up to date ammendments of suitable size for the pump sets offered(one cable carrying all three phases) including all other electrical equipment /accessories such as thimbles,flexible pipe, solder, nuts & bolts cable glands etc. laid in pipes or trenches under floor. The type,size & make will be subject to approval of HPSEB authorities.In case of non acceptance by HPSEB authorities it shall have to be replaced by the tenderer free of cost.

a) On supply side of 3½ core coper cable Suitable size ( From HPSEB Meter to Switch & Starter).

b) On motor side 3 core flat joint less copper cable of size Suitable size( From Switch & Starter to Motor) pump installed in the bore.

Supply of standarad make 0.16 kg/Cm2 circular/square dial pressure gauge of suitable range Fiebeg / Bourden / Precision make with all accessories such as stop cock,copper tubing etc. conforming to BIS 3624-1987 latest with up to date ammendments.

P/L G.I./MSERW pipe considering site requirements and having appropriate size in accordance with the delivery size of pumping set . The pipe shall conform to relevant BIS codes & capable of with standing the feild test pressure equal to 1.5 times the operating pressure including all type of fittings such as bends, tapers/ reducers, flanges, rubber gaskets 3mmthick, nuts & bolts and any other fitting required at site and work shall be to the entire satisfaction of Engineer-in-Charge. The pipe material shall conform to relevant BIS Code and capable of with standing FTP equal to 1.5 times the operating pressure the complete arrangement shall compromise of

a) Suction Pipe 125mm dia = to be specified by the Tenderer

b) Delivery pipe 125mm = to be specified by the Tenderer

c) Common header = 125 mm dia

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

Providing and fixing double loop earth with copper plate 600mmx600x3mm thick electrode complete with material such thimbles nuts and charcoal and common salt, 25mmx5mm copper 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.

Supply & Errection of horizontal spindle, vertical split casing Single/Multistage centrifugal pumps of standard make such as KSB/Mather & Platt/Jyoti/Kirloskar/Best & crompton/ Grounfos conforming to BIS 5120 appropriate IS code (latest with upto date amendments) read with BIS 9137-1978 or latest to handle clear water with impellers, casing ring & shaft sleeves of bronze, shaft of steel with cast iron casing of suitable capacity coupled directly through a flexible coupling on a common base plate to Kirloskar /NGEF /Crompton /Siemen /Jyoti/ ABB /Morthon /Slip ring /squirrel cage screen protected drip proof induction electric motor suitable for operation on the data given below:-

Discharge (Q) 14.36 LPS for each pump.

Total head in Mts. 605.35 meters

(a) LWL in sump well (h) 527.50 mtrs.

(b) Shaft level 527.00 mtrs.

(c ) Level at discharge point 900.00 mtrs.

(d) Suction lift mtrs.

(e) Residual head mtrs.

(f) Static head 373 mtrs.

Rising main

(a) Length 26000 mtrs.

(b) dia 150 mm

Pumping hours 16 hours

Altitude of installation above MSL 526.50 mtrs.

Characterstics of water

(a) Temperature degree centigrade

(b) Abient Temp.

( c) Turbidity (Clear cold water)

(d) Alkalanity

(e) Size of the solids

(f) Other

Supplying and fixing of prefabricated control panel consisting of Ampere Meter, Voltmeter, OCB/MCB/MCCB, ON/OFF push button, Circuit breaker, Voltage monitor relay, Power factor meter, Frequency meter, Bus bar chamber, ICTP main switch with HRC fuses and other accessories, Capacitor, Strarter (Direct on line/ Star delta /Auto transformer, soft starter), Phase Preventor, Hour run meter and other accessories suitable for pumping machinery under item No. 88 as per technical specification sheet attached complete in all respect.

Supplying and fixing of Kirloskar/Sachdeva/RG /Leader or any other approved make of suitable size cast iron flanged sluice valve confirming IS 780:1984(P-1), size equal to dia of suction pipe Class PN1.0 provided with hand wheel/Cast iron Cap. in all leads and lifts to the entire satisfaction of Engineer-in-charge.

Supplying and fixing of Kirloskar /Sachdeva/RG /Leader or any other approved make of suitable size cast steel double flanged Actuated sluice valve having size one step higher to delivery of pump and capable of with standing nominal seat pressure of 104.00 Kg/CM^2 class ASA -600 in all leads and lifts to the entire satisfaction of Engineer-in-charge.

Supplying and fixing of Kirloskar/Sachdeva/RG /Leader or any other approved make cast steel double flanged swing check type reflux valve having bye pass arrangement & size one step higher to delivery of pump for withstanding nominal seat pressure of 104 Kg/CM^2 class ASA-600. in all leads and lifts to the entire satisfaction of Engineer-in-charge.

Supply and fixing of Kirloskar/Sachdeva/RG /Leader or any other approved make of suitable size cast steel double flanged swing check type reflux valve having bye pass arrangement & size equal to dia of R/main ie. 100 mm for withstanding nominal seat pressure of 104.00Kg/CM^2 of Class ASA 600. in all leads and lifts to the entire satisfaction of Engineer-in-charge.

Providing & laying PVC insulated jointless, flat water proof copper cable of Siemens/Finolex/Grandlay /Gloster make conforming to BIS:1554 (Part I) -1988 or latest with up to date ammendments of suitable size for the pump sets offered(one cable carrying all three phases) including all other electrical equipment /accessories such as thimbles,flexible pipe, solder, nuts & bolts cable glands etc. laid in pipes or trenches under floor. The type,size & make will be subject to approval of HPSEB authorities.In case of non acceptance by HPSEB authorities it shall have to be replaced by the tenderer free of cost.

a) On supply side of 3½ core coper cable Suitable size ( From HPSEB Meter to Switch & Starter).

b) On motor side 3 core flat joint less copper cable of suitable size ( From Switch & Starter to Motor) pump installed in the bore.

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

P/L G.I./MSERW pipe considering site requirements and having appropriate size in accordance with the delivery size of pumping set . The pipe shall conform to relevant BIS codes & capable of with standing the feild test pressure equal to 1.5 times the operating pressure including all type of fittings such as bends, tapers/ reducers, flanges, rubber gaskets 3mmthick, nuts & bolts and any other fitting required at site and work shall be to the entire satisfaction of Engineer-in-Charge. The pipe material shall conform to relevant BIS Code and capable of with standing FTP equal to 1.5 times the operating pressure the complete arrangement shall compromise of

a) Suction Pipe to be specified by the Tenderer

b) Delivery pipe to be specified by the Tenderer

c) Common header = 200 mm dia

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

Providing and fixing double loop earth with copper plate 600mmx600x3mm thick electrode complete with material such thimbles nuts and charcoal and common salt, 25mmx5mm copper 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.

Installation of all the above items S. No. 88 to 97 complete in all respect to the entire satisfaction of the Engineer-in-charge.

S.k.sharma contractor and engineer

MS Kamal Dev Sharma

SIAN INFRA AND REALCON LLP

R.G. INDUSTRIES

Swastik Constructions