Providing LWSS to PC habition of GP Chowki zona Kiarwan in Tehsil Palampur Distt. Kangra (H.P.)

Amount

Excavation in foundation trenches etc.( for pipes and pits)up to all depths in all kind of soil such , as pick work, jumper work saturated soil including bailing or pumping out water, blasting soft/hard rock or chiselling soft /hard rock where blasting is prohibited in all leads & lifts including triming & dressing of sides levelling of beds to correct grade including shorting struttering planking timbering and dewatering where ever required stacking usable/unusable material / soil separately and after laying jointing and testing of pipes returning the usable soil in trenches in 15cm layers including consolidating of such deposited layer by ramming & watering & then disposing of all surplus excavated earth as directed with in all leads & lifts including restoration of unmetalled surfaces to its original condition & including cost of a diversion for traffic night signals,fixing caution boards crossing over trenches for access to houses fencing etc. as per direction of Engineer-in-Charge with in all leads and lifts.

Providing and laying cement concrete 1:6:12(1cement:6 sand:12 graded stone aggregate 40mm nominal size and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per direction of Engineer-in-Charge with in all leads and lifts

Providing and laying cement concrete 1:3:6(1cement:3 sand:6 graded stone aggregate 40mm nominal size and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per direction of Engineer-in-Charge with in all leads and lifts

Providing and laying cement concrete 1:4:8(1cement:4 sand:8 graded stone aggregate 40mm nominal size and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per direction of Engineer-in-Charge with in all leads and lifts

Providing form work with steel plated 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 4 meters and removal of the same for insitu-reinforced concrete and plain concrete work with in all leads & lift.

Foundation footings bases of columns and mass concrete as directed by the Engineer-in-charge in all leads and lifts.

Edge of slab and break in floor and walls above 20 cm wide as directed by the Engineer-in-charge in all leads and lifts.

Beams, cantilevers, girders and lintels sides and soffits of beams, beam haunchings, cantilevers bressumers and lintels not exceeding one mtrs in depth in all heights from floor as per direction and to the entire satisfaction of the Engineer-in-charge.

Vertical surfaces such as walls(any thickness) partitions and the like including attached pilasters, buttresses, plinth and string courses and the like complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.

Flat surfaces such as soffits of suspended floors, roofs, landings and the like floors etc. upto 200mm in thickness as per direction and to the entire satisfaction of the Engineer-in-charge.

Columns, pillars posts and struts as per direction and to the entire satisfaction of the Engineer-in-charge.

Columns upto 4 mtr height as per direction and to the entire satisfaction of the Engineer-in-charge.

Providing form work of ordinary timber plankings so as to give a rough finish including centring shuttering strutting and propping etc. height of propping and centring below supporting floor to ceilling not exceeding 4 Mtrs. & removal of the same for insitu reinforced concrete and plain concrete work in:-

Arches upto 6 Mtrs span. as directed by the Engineer-in-charge in all leads and lifts.

Arches beyond 4 mtr height as directed by the Engineer-in-charge in all leads and lifts.

Brick work using common burnt clay building bricks in Super structure above plinth level upto floor two level Cement Mortar 1:6 ( 1 Cement :6 Sand) Second class bricks with in all leads and lifts as per direction of Engineer-in-Charge with in all leads and lifts

Providing wood work in frames of doors, windows, clerestory, windows and other frames wrought, framed and fixed in position plinth as per direction and to the entire satisfaction of Engineer-in-Chargewith in all leads and lifts. 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 serews as per direction and to the entire satisfaction of Engineer-in-Chargewith in all leads and lifts.40 mm thick 2nd class Deodar wood

Providing and fixing wire gauge shutters using galvanised M.S. wire gauge of I.S. gauge designation 85 G. with eire of dai 0.56 mm for doors windows and clerestorey windows including bright finished black enanelled iron hinges with necessary screws. with in all leads & lifts.. 40 mm thick 2nd class Deodar wood

Providing and laying cement concrete work 1:11/2:3 (1 cement: 11/2 sand: 3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of from work and reinforcement for reinforced concrete work in :

Foundation and Plinth as per direction and to the entire satisfaction of Engineer-in-Charge

Walls (any thickness but not less than 0.10 metre thickness) including attached pilasters buttersses, plinth and string courses etc. from top of foundation upto floor two level as per direction and to the entire satisfaction of Engineer-in-Charge

Lintels, beams girders bressumers and cantilevers upto floor two level as per direction and to the entire satisfaction of Engineer-in-Charge

Floor two level to three level as per direction and to the entire satisfaction of Engineer-in-Charge

Floor three level to four level as per direction and to the entire satisfaction of Engineer-in-Charge

Arches upto floor two level as per direction and to the entire satisfaction of Engineer-in-Charge

Arches upto floor two level to three level as per direction and to the entire satisfaction of Engineer-in-Charge

Arches upto floor three level to four level as per direction and to the entire satisfaction of Engineer-in-Charge

Columns pillars, posts and struts upto floor two level as per direction and to the entire satisfaction of Engineer-in-Charge

column floor two level to three level

column floor three level to four level

Suspended floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever upto floor two level as per direction and to the entire satisfaction of Engineer-in-Charge

Providing and laying cement concrete 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 40 mm nominal size) and curing complete excluidng cost of form work in:Foundatin and plinth as per direction and to the entire satisfaction of Engineer-in-Charge

Providing and laying cement concrete work 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of from work and reinforcement for reinforced concrete work in : Suspended floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever upto floor two level as per direction and to the entire satisfaction of Engineer-in-Charge

Providing, Laying mild or tor steel reinforcement for RCC. Work including bending binding and placing in position complete upto floor two level Tor steel with in all leads and lifts.

Providing, laying, jointing steel flanged pipes after every pipe of following diametr .Conforming to IS 1239-1990 (Part-II), having wall thickness as specified below capable of withstanding required test pressure, including manufacturing and febrication of reducers/ tapers , all short pieces, etc. as per site requirement made from parent tubes . The laying of pipe shall also include flanged joints duly welded in three layers (Two inner & one outer), where ever required as per direction of the Engineer-in-charge (Earth work in trenches and the cost of providing flanges i/c nut & bolts, gasket will be measured and paid for separately) and all operations such as cutting, welding, jointing, fabrication of tees i.e. lowering and laying in excavated trench to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the entire satisfaction of the Engineer in charge. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The damaged portion of the pipes and all the specials ( If damaged during laying & jointing operation of pipe) made form the parent tube shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA specifications C-203-1978. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing, welded joints complete in all respect and to the best satisfaction & direction of Engineer in charge with in all leads and lifts.

150mm dia ,(FT-17)

Providing and fixing following dia C.I. double flanged Sluice valve (with hand wheel) PN 1.00 as per IS : 780 Class upto 300mm dia (including brass spindle and as per IS: 2906 Class-II for dia more than 300mm complete with bolts, nuts, rubber insertion etc. (The tail pieces if required shall be mesured and paid for seprately) as per direction of Engineer-in-Charge with in all leads and lifts.

80mm Dia

50mmDia

Providing and fixing 150 mm dia C.I. double flanged Sluice valve (with hand wheel) PN 1.6as per IS : 780 Class upto 300mm dia (including brass spindle and as per IS: 2906 Class-II for dia more than 300mm complete with bolts, nuts, rubber insertion etc. (The tail pieces if required shall be mesured and paid for seprately as per direction of Engineer-in-Charge with in all leads and lifts.

Providing and fixing 150 mm dia bends as per direction of Engineer-in-Charge with in all leads and lifts.

Providing and fixing lightening conductor as per direction of Engineer-in-Charge with in all leads and lifts.

Providing and fixing water measurement gauge as per direction of Engineer-in-Charge with in all leads and lifts.

Providing and fixing flanged mouth puddle as per direction of Engineer-in-Charge with in all leads and lifts.

Providing and fixing expansion joint flanged mouth puddle as per direction of Engineer-in-Charge with in all leads and lifts.

Structural Drawing & design as per direction of Engineer-in-Charge with in all leads and lifts.

Soil Testing Report as per direction of Engineer-in-Charge with in all leads and lifts.

Steel work welded in built up sections, trusses and fremed work, 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 as per direction and to the entire satisfaction of Engineer-in-Charge

Providing and and fixing 80 mm dia double flanged puddle coller for connection with RCC wall as per direction and to the entire satisfaction of Engineer-in-Charge

Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on decorated wall surfaces(one coat) to give an even shade after throughly brushing the surface to remove all dirt, dust & removing of loose material as per direction and to the entire satisfaction of Engineer-in-Charge with in all leads and lifts.

Providing and and fixing cast iron man hole cover 500 mm dia ( Medium duty) with frame weight not less than 116 kg ( weight of rame 58 kg and weight of cover 58 kg) as per direction and to the entire satisfaction of Engineer-in-Charge

Providing and fixing SFRC manholes cover 500mm dia (Mediam duty) with interal frame & cover system as per IS code-12592-Part-I & II as per direction of Engineer-in-Charge with in all leads and lifts.

Providing and and fixing cast iron vent pipe 100 mm dia as per direction and to the entire satisfaction of Engineer-in-Charge

Providing and fixing cast iron rungs with chequered or ribbed non slip surface including fixing in manhole with 200mmx100mmcement concrete 1:3:6 ( 1 cement:3 snad :6 approved graded stone aggregate 20 mm nominal size as per direction and to the entire satisfaction of Engineer-in-Charge

Providing 1st class brick work laid dry 7.00 cm thick on drain as per direction and to the entire satisfaction of Engineer-in-Charge

Providing and placing in horizontal layer filtering media duly graded screened ,washed & cleaned as specified by the Engineer-in-Charge with in all leads and lifts.

Bottom layer Broken stone 50mm to 75mm

Fourth layer Bajri 20mm to 25mm

Third Layer Bajri 6mm to 20mm

2nd Layer Bajri 3mm to 6mm

Top layer fine sand

Providing and fixing masquito proof ventilator 400 mm dia 300 mm dia high as per direction of Engineer-in-Charge with in all leads and lifts.

Kota stone slab flooring 20 mm (average) thick base of cement mortor 1:4 (1 cement :4 Sand) laid over and jointed with gray cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete 25 mm thick as per direction of Engineer-in-Charge with in all leads and lifts.

20mm cement plaster in double coat on rough side of brick/stone masonry 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 cement mortor 1:6(One cement: six sand) as per direction of Engineer-in-Charge with in all leads and lifts

6 mm cement plaster in double coat on rough side of brick/stone masonry 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 cement mortor 1:3(One cement: three sand) as per direction of Engineer-in-Charge with in all leads and lifts

Pointing on brick work with cement mortor 1:4(One cement: Four sand) raised and cut pointing as per direction of Engineer-in-Charge with in all leads and lifts.

Providing plinth protection 50mm thick in cement concrete 1:3:6 mix(One cement :three sand:Six graded stone aggregate 20mm nominal size) as per direction and to the entire satisfaction of Engineer-in-Charge including carriage of materials with in all leads & lifts.

Providing under layer for plinth protection of 75 mm thick (uncolsolidated) bed dry brick/stone aggregated 40 mm nominal size will rammed and consolidated and grouted with fine sand including preparation of ground as per direction and to the entire satisfaction of Engineer-in-Charge

Applying two coats of wood preservative on new wood and wood based surfaces after and incuding preparing the surface by thoroughly cleaning oil, grease, dirt, and other foreign matter, sand papering and knotting as per direction and to the entire satisfaction of Engineer-in-Charge

Applying priming coat over new wood and wood based surfaces after and including preparing the surface by thoroughly cleaning oil, grease, dirt and other other foreign Ready mixed paint brushing wood primer pink as per direction and to the entire satisfaction of Engineer-in-Charge

Painting one coat (excluding coat) on new wood and wood based surface with readymixed paint, brushing to give an even shade including cleaning the surface of dirt, dust and other foreign matter, sand papering and stopping With readymixed paint (white) as per direction and to the entire satisfaction of Engineer-in-Charge

Providing and fixing M.S. Fan clamps type-I of 16mm dia MS bar bent to shap with hooked ends in RCC Slab during laying including painting the exposed portion of hooked ends in RCC Slab during laying including painting the exposed portion of loop all as per standard design as per direction of Engineer-in-Charge with in all leads and lifts

Providing in RCC work smooth finising of the exposed surface with cement mortar 1:3 (One cement: Three Sand) as per direction and to the entire satisfaction of Engineer-in-Charge with in all leads and lifts.

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 30 x 10 x 15cm(One cement:three sand:Six graded stone aggregate 20mm nominal size) as per direction & to the entire satisfaction of Engineer-in-Charge with in all leads and lifts.

Providing and fixing anodized (Aluminium) sliding door,bolts bright finished or/and balck enamelled with nuts and screws etc. complete as per direction and to the entire satisfaction of Engineer-in-charge with in all leads and lifts. 250x16mm

Providing & fixing aluminium Tower bolt(barrel type)with necessary screws etc. Complete in all respect as per direction of Engineer-in-Charge with in all leads & lifts.

Providing and fixing aluminium handles anodized transparent or dyed to required shade & colour with necessary screws etc. complete in all respect as per direction and to the entire satisfactionof Engineer-in-Charge

Providing and fixing of M.S. Round bars ( 16mm ) in window & ventlators complete in all respect as per direction and to the entire satisfactionof Engineer-in-Charge

Boulder filling under flooring tightly hand packed ramming and watering as per direction of Engineer-in-Charge with in all leads and lifts.

Filling in plinth with sand under floors including watering ramming consolidating & dressing complete as per direction of Engineer-in-Charge with in all leads and lifts.

Laying, jointing & testing in treanches ( to Be levelled to grades) GI pipes jointing with 6 % jointing flanges and remaining welded 94 % jointing of following diameter Conforming to IS 1239-1990 (Part-I),with latest up to date ammendments of grade & wall thickness as specified below of required thckness suitable to withstand requried hydraulic test pressure in a random length of 4 mm 6 mm with plan jointing with MS flange conforming to SI-6392-1971 ( Latest with up to data amendments) and welding of MS flange as per IS: 816-1965 with electrode as per IS:1369-1967 & compressed as bestor fiber gasket great sheet not less than 3 mm in thickness as per IS :2712:1998 the welding of flanges to be done on both faces in two layers to laying of pipes confirming IS:5822- as per CPHEEO manual and will include all such as cutting, welding and jointing in including clearing and hydraulic testing complete in all respect and to the entire satisfaction of the Engineer-In-Charge

Stage 1st 80mm Dia GMS (M)( FT-5)

Stage 2nd 80mm Dia GMS (M)( FT17 )

Stage 2nd 80mm Dia GMS (H)( FT28 )

Stage 2nd 80mm Dia GMS (M)( FT-5)

Phase 1st 65mm dia GMS (M)( FT-5)

Phase 1st 65mm dia GMS (M)( FT-17)

Phase 1st 65mm dia GMS (H)( FT-28)

Phase 2nd 80mm Dia GMS (M)( FT-5) )

Phase 2nd 80mm Dia GMS (M)( FT-17) )

Phase 2nd 80mm Dia GMS (H)( FT-28) )

50 mm dia (FT-5)

Laying ,jointing and Testing in trenches Galvanised mild steel tubes , tube fitting with all necessary fitting ( light grade ) of various dia ( Earth work in Trenches to be measured and paid sapretely )with in all leads and lifts as per the Direction of Engineer in Charge .

20mm dia

50mm dia

Booster Stage Supply of submersible pumping set of (KSB /Kalama/Kirloskar/Johnston/Cromption/BS) make conforming to BIS; 8034-1976 latest suitable for lifting clear water (latest with uptodate ammendments) fitted with bronze impellers/suitable alloy directly coupled to squirrell case electric induction motor of same make as (manufacurer standard) conforming to BIS; 9283-1979 (latest with uptodate ammendments) and totally water proof for submersible duty, isolated from the pump by intermediate casing with double mechanical seal in oil chamber, grease packed lubricated bearings & provided with stainless steel thrust bearing plate to with stand vertical loads with minimum wear & tear. It should also be fitted with a device to take up expansion of water with the heating of motor including water level guard,errection clamps,cable clips & depth gauge etc. The pump shall be suitable for operation on data given below:-2 Nos 2x7.50 =15 HP

Total Head 51.7 Mtrs,Discharge required from each pump. 5.93 LPS,No. of pump required 2.00 Nos. One act as stand by,Location of the site of installation of machinery. The site is located at a distance of 48 Kmts from Palampur,The Altitude of installation. The altitude of place is 700 mtrs above MSL,Type of current. AC Three phase supply with,Rate Voltage 415+ 10%,Type of water and its source S/Well,Charactristics of water,a)Ambient Temperature dig.c 20 dig. C,b)Turbidity NTU 10NTU,c)Hardness260Mg/Ltrs(as CaCO3),d) PH 7.5,e)total solid Mg /Ltrs,f)Other,Depth of S/Well 11 mts,LWL in S/ well 674 mtr,Dia of Bore,Maz draw down,Static water level in S/Well 21 mtr,Center line level of Pump 21 mtr,Discharge level of highest point 695 mtr,Static head in Mrs 21 mtr,Length of R/Main (Including Column Assembly) 700 mtr,Dia of Rising main 80mm 8,No of working hours per day 16 hour,Limit of pump operation. (-) 15 % (+) 10% of total head,R.P.M. of pumping set. 2900 RPM ( or to be specified by the tenderer),Test run. 8 Hours continueously for 7 days

Supply , installation, testing and commissioning of PLC (Programmable Logic Controller) based Fully Automatic LT Panel for submeresible pump made out of 16 Gauge sheet powder coated dust and veremin proof wall mounted and front opering door type switch board with copper insulated wiring suitable to operate 2 nos. pump automatically as per site requirement along with sluice valve automatically as per design timing which can be acted as and when required one at a time or together as per requirement through PCL panel (CPRI approved , with 50 KA Short Circuit and IP-55 protection duly insulated with heat shrinkable sleeve as per colour, supported on epoxy insulator 01 set, common earth bus of 25mm x 4 mm at bottom inside panel 1 No. board with two earth tereminal out side panel board, cable alley cable gland with independent plate at bottom and complete panel board painted with powder coating in gray colour all as spcified & directed, Make of panel board : dvepl / aspl / tricolite. The pannel board should also have following items ( i to xviii).

PLC (Programmable Logic Controller)

ICTP switch with HRC fuses L&T / Standard / Havells make & having capacity 30 % extra of the operational rating of motor as per BIS 4064-1978 with upto date ammendments immediately after the power meter of HPSEB.

MCB /MCCB suitable capacity of Schneider/Siemens/ABB make on the coming feeder for pumping set confirming to BIS 2516-1985 ( Latest edition) with neutral linked under voltage release.

Y-D starter of suitable capacity for submersible pump Make - L&T / ABB/ Schneider.

Three phase indicating lamps complete with logged switches for individual motors conforming to BIS 3452 ( Part I & II ) latest with upto date ammendments.

Star delta timer.

Single phase parventer of reputed make Minillic / L & T / Standard & Suitable capacity.

Automatic Phase Sequnce Corrector with prevention against, phase revarsal protection, under / over load protection Make ABB/ L&T / Siemens/GIC.

Control MCB 6A -SP

On / Off indicator and push button

Control and power wiring

Power capacitor of suitable capacity

Control terminal, Bus Bar, i.e.Bolt, insulator, etc.

LED 5 Watt.

Cooling fan 230 VAC

Hour run Meter.

Supply of Kirloskar/Kilburn /IVC/Fouress/Gled/BHEL/ Leader make Cast Iron double flanged sluice valve 100 mm dia class PN1.6 confirming to BIS-780-1984 (to be provided on R/main side) capable of with standing nominal seat test pressure of 16 kg/cm².

Supply of Kirloskar/ Kilburn/IVC/Fouress /Gled/BHEL/Leader make Cast Iron double flanged swing check type reflux valve 100 dia class PN 1.6 vconfirming to BS 5312-1984 having bye pass arrangement (to be provided on R/main side) and shall be suitable for withstanding nominal seat pressure of 16 kg/cm².

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.

On supply side of 3½ core coper cable 2.5 mm^2 ( From HPSEB Meter to Switch &Starter).

On motor side 3 core flat joint less copper cable of size 2.5 mm^2 ( From Switch & Starter to Motor) pump installed in the bore.

Supply & errection of floor power shunt capacitor conforming to BIS 2834-1986 latest with upto date ammendments of GEC/Siemen/ Havells L&T make to raise the prevailing power factor at site to 0.95 for direct connection to induction motor individually of requirement KVAR according to BHP of motor offered including cable Siemens/Gloster/ICC make from busbar chamber to capacitor & also including Standard/ L&T/Kilburn/Indo asian make ICTP switches conforming to BIS 4064- 4064-1978 or latest with HRC fuses. 2x3=6 KVAR

Supply of standarad make 80 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/Laying Column assembly of 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. Column assembly =80 mm dia G.I.flanged pipe(medium grade) NOTE:- Actual laying to be done as per final drawings to be approved by the Engineer in charge

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

Stage-1st Supply of horizontal spindle,horizontal/radial split casing and suction (backpull out arrangement) single/ double / multistage centrifugal pumps or combination of pumps in series /parallel of KSB / Mather & Platt/ Jyoti /Kirloskar /BE /Maxflow/ Beaconweir Sabar make conforming to BIS: 1520-1980 (latestwith upto date ammendments) read with BIS: 9137-1978 (latest edition) suitable for lifting water of under mentioned charactristics with impellers of bronze/suitable alloy, priming funnels,casing ring & shaft sleeves of bronze/ suitable alloy, shaft of sutable 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 principle manufacturer of pumping set) to slippering/squirrel cage screen protected drip proof electric induction motor of Kirlokar /NGEF/Crompton / Siemen /Jyoti /BHEL /GEC /ABB conforming to BIS: 325-1978 read read with BIS: 900-1968 (latest with upto date ammendments) It should include the cost of bearings, nuts & bolts,painting etc. and shall be suitable for operation as per data given below.2 sets of 35 HP

Total Head 232.3 Mtrs,Discharge required from each pump. 5.93 LPS,No. of pump required 2.00 Set (One act as stand by),Location of the site of installation of machinery The site is located at a distance of 16 Km from Palampur.,The altitude of installation. 700 MSL.,Type of current. AC three phase supply with freqduency of 75cycle per second.,Rate Voltage,Type of water and its source Clear water.Shaft level 692,Level of discharge point 869.9,Static Head 177.9,Charactristics of water.,a)Ambient Temperature dig.c,b)Turbidity NTU,c)Hardness260Mg/Ltrs(as CaCO3),d) PH 7.5,e)total solid Mg /Ltrs,f)Other,Depth of well assembly,No. of working hours per day 8 Hours,Length of Rising main 1380 Rmt,Dia of Rising main 80 mm ,Limit of pump operation. (-) 15 % (+) 10% of total head,R.P.M. of pumping set. 2900 RPM ( or to be specified by the tenderer),Test run. 8 Hours continueously for 7 days

Supply , installation, testing and commissioning of PLC (Programmable Logic Controller) based Fully Automatic LT Panel for centrifugal pump made out of 16 Gauge sheet powder coated dust and veremin prof wall mounted and front opering door type switch board with copper insulated wiring suitable to operate 2 nos. pump automatically as per site requirement along with acctuator sluice valve automatically as per design timing which can be acted as and when required one at a time or together as per requirement through PCL panel (CPRI approved , with 50 KA Short Circuit and IP-55 protection duly insulated with heat shrinkable sleeve as per colour, supported on epoxy insulator 01 set, common earth bus of 25mm x 4 mm at bottom inside panel board with two earth tereminal out side panel board, cable alley cable gland with independent plate at bottom and complete panel board painted with powder coating in gray colour all as spcified & directed, Make of panel board : dvepl / aspl / tricolite. The pannel board should also have following items ( i to xviii).

PLC (Programmable Logic Controller)

ICTP switch with HRC fuses L&T / Standard / Havells make & having capacity 30 % extra of the operational rating of motor as per BIS 4064-1978 with upto date ammendments immediately after the power meter of HPSEB.

MCB /MCCB suitable capacity of Schneider/Siemens/ABB make on the coming feeder for pumping set confirming to BIS 2516-1985 ( Latest edition) with neutral linked under voltage release.

Y-D starter of suitable capacity for centrifugal pump Make - L&T / ABB/ Schneider.

Three phase indicating lamps complete with logged switches for individual motors conforming to BIS 3452 ( Part I & II ) latest with upto date ammendments.

Star delta timer.

Single phase parventer of reputed make Minillic / L & T / Standard & Suitable capacity.

Automatic Phase Sequnce Corrector with prevention against, phase revarsal protection, under / over load protection Make ABB/ L&T / Siemens/GIC.

Control MCB 6A -SP

On / Off indicator and push button

Control and power wiring

Power capacitor of suitable capacity

Control terminal, Bus Bar, i.e.Bolt, insulator, etc.

LED 5 Watt.

Cooling fan 230 VAC

Hour run Meter.

Supply of Kirloskar/Kilburn /IVC/Fouress/Gled/BHEL/ Leader make Cast steel double flanged accutated sluice valve of class ASA-300 confirming to BIS-1414 (API-600) (to be provided on delivery side) of equal size to one dia more than the dia of delivery of pump and capable of with standing nominal seat test pressure of 52 kg/cm². NOTE:-The Cast steel sluice valve shall conform to BIS:780-1984 for 50 to 300mm dia & BIS:2906-1984 for 350 to 1200mm dia ( latest edition). However if seat pressure exceeds the limits prescribed in above mentioned BIS, then it shall be of cast steel conforming to class ASA-150 for seat pressure upto 52 Kg/cm² or class ASA-300 for seat pressure 52 Kg/cm² as per BS 1414 (API 600) .

Supply of Kirloskar/ Kilburn/IVC/Fouress /Gled/BHEL/Leader make Cast steel double flanged swing check type reflux valve having bypass arrangement of class ASA-300 confirming to BS 1868(API-600) (latest edition)to be provided on delivery side) of size one step higher than the delivery size of pump and shall be suitable for withstanding nominal seat pressure of 52kg/cm².

Supply of Kirloskar/ Kilburn/IVC/Fouress /Gled/BHEL/Leader make Cast steel double flanged swing check type reflux valve having bypass arrangement of class ASA-300 confirming to BS 1868(API-600) (latest edition)to be provided on Rising main) of 80 mm and shall be suitable for withstanding nominal seat pressure of 52 kg/cm².NOTE:- The Cast steel reflux valve shall conform to BIS: 5312-1984- Part-I ( latest edition). However if the seat pressure exceeds the limits prescribed in BIS 5312 then it shall be of cast steel conforming to class ASA-150 for seat pressure upto 21 Kg/cm² or class ASA-300 for seat pressure 52 Kg/cm² as per BS 1868 (API 600)

Supply of Kirloskar/ Kilburn/IVC/Fouress /Gled/BHEL/Leader make C.I double flanged sluice valve class PN-I confirming to BIS 780-1984 to be provided on Suction side of size one dia higher then the suctrion size of pump capable of withstanding nominal seat pressure of 10.20 kg/cm².

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.

On supply side of 3½ core coper cable 10 mm^2 ( From HPSEB Meter to Switch & Starter).

On motor side 3 core flat joint less copper cable of size 6 mm^2 ( From Switch & Starter to Motor) pump installed in the bore.

Supply & errection of floor/wall mounted power shunt capacitor conforming to BIS 2834-1986 latest with upto date ammendments of GEC/Siemen/ Havells L&T make to raise the prevailing power factor at site to 0.95 for direct connection to induction motor individually of requirement KVAR according to BHP of motor offered including cable Siemens/Gloster/ICC make from busbar chamber to capacitor & also including Standard/ L&T/Kilburn/Indo asian make ICTP switches conforming to BIS 4064- 4064-1978 or latest with HRC fuses. (range to be specified by the tenderer.)2x9=18

Supply of standarad make 80 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,i,Suction Pipe ----- mm dia = to be specified by the Tenderer,ii,Delivery pipe ---- mm dia = to be specified by the Tenderer,iii,Common header ---- mm dia,NOTE:- Actual laying to be done as per final drawings to be approved by the Engineer in charge

Providing and lying double loop earthing with coper plate 600x600 x3 thick electrode and copper strip of 25x3 complete including providing of material such as charcoal, common salt, GI pipes, thimbles, nuts & bolts, digging of pits, Copper /GI wire/ Strips of required capacity conforming to BIS 8034-1978 latest with upto date ammendments for above motor & other electriacl equipments including all civil works. (for both machineries).Note. The strip size shall be 20x3 upto 18.5 KW . 25x3 for 18.5 to 37 KW to 55 KW and 32x5 beyond 55 KW.

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

Phase-1st,Supply of horizontal spindle,horizontal/radial split casing and suction (backpull out arrangement) single/ double / multistage centrifugal pumps or combination of pumps in series /parallel of KSB / Mather & Platt/ Jyoti /Kirloskar /BE /Maxflow/ Beaconweir Sabar make conforming to BIS: 1520-1980 (latestwith upto date ammendments) read with BIS: 9137-1978 (latest edition) suitable for lifting water of under mentioned charactristics with impellers of bronze/suitable alloy, priming funnels,casing ring & shaft sleeves of bronze/ suitable alloy, shaft of sutable 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 principle manufacturer of pumping set) to slippering/squirrel cage screen protected drip proof electric induction motor of Kirlokar /NGEF/Crompton / Siemen /Jyoti /BHEL /GEC /ABB conforming to BIS: 325-1978 read read with BIS: 900-1968 (latest with upto date ammendments) It should include the cost of bearings, nuts & bolts,painting etc. and shall be suitable for operation as per data given below.2 sets of 30 HP

Total Head 280.8Mtrs.Discharge required from each pump. 4 lps,No. of pump required 2.00 Set (One act as stand by) The site is located at a distance of 16 Km from Palampur.,Location of the site of installation of machinery,The altitude of installation. 700 MSL.Type of current .AC three phase supply with freqduency of 75cycle per second.Rate 415V + 10%,Type of water and its source Clear water.Shaft level 690.1,Level of discharge point 889.9,Static Head 199.8,Charactristics of water.a)Ambient Temperature dig.c,b)Turbidity NTU,c)Hardness260Mg/Ltrs(as CaCO3),d) PH 7.5,,e)total solid Mg /Ltrs,f)Other,Depth of well assembly,No. of working hours per day 8 Hours,Length of Rising main 1500 Rmt,Dia of Rising main 65 mm ,Limit of pump operation. In the completem Range of (-)75% .,R.P.M. of pumping set. 2900 RPM (or to be specified by the tenderer).,Test run. 8 Hours contineously for 7 days.

Supply , installation, testing and commissioning of PLC (Programmable Logic Controller) based Fully Automatic LT Panel for centrifugal pump made out of 16 Gauge sheet powder coated dust and veremin prof wall mounted and front opering door type switch board with copper insulated wiring suitable to operate 2 nos. pump automatically as per site requirement along with acctuator sluice valve automatically as per design timing which can be acted as and when required one at a time or together as per requirement through PCL panel (CPRI approved , with 50 KA Short Circuit and IP-55 protection duly insulated with heat shrinkable sleeve as per colour, supported on epoxy insulator 01 set, common earth bus of 25mm x 4 mm at bottom inside panel board with two earth tereminal out side panel board, cable alley cable gland with independent plate at bottom and complete panel board painted with powder coating in gray colour all as spcified & directed, Make of panel board : dvepl / aspl / tricolite. The pannel board should also have following items ( i to xviii).

PLC (Programmable Logic Controller)

ICTP switch with HRC fuses L&T / Standard / Havells make & having capacity 30 % extra of the operational rating of motor as per BIS 4064-1978 with upto date ammendments immediately after the power meter of HPSEB.

MCB /MCCB suitable capacity of Schneider/Siemens/ABB make on the coming feeder for pumping set confirming to BIS 2516-1985 ( Latest edition) with neutral linked under voltage release.

Y-D starter of suitable capacity for centrifugal pump Make - L&T / ABB/ Schneider.

Three phase indicating lamps complete with logged switches for individual motors conforming to BIS 3452 ( Part I & II ) latest with upto date ammendments.

Star delta timer.

Single phase parventer of reputed make Minillic / L & T / Standard & Suitable capacity.

Automatic Phase Sequnce Corrector with prevention against, phase revarsal protection, under / over load protection Make ABB/ L&T / Siemens/GIC.

Control MCB 6A -SP

On / Off indicator and push button

Control and power wiring

Power capacitor of suitable capacity

Control terminal, Bus Bar, i.e.Bolt, insulator, etc.

LED 5 Watt.

Cooling fan 230 VAC

Hour run Meter.

Supply of Kirloskar/Kilburn /IVC/Fouress/Gled/BHEL/ Leader make Cast steel double flanged accutated sluice valve of class ASA-300 confirming to BIS-1414 (API-600) (to be provided on delivery side) of equal size to one dia more than the dia of delivery of pump and capable of with standing nominal seat test pressure of 52 kg/cm². NOTE:-The Cast steel sluice valve shall conform to BIS:780-1984 for 50 to 300mm dia & BIS:2906-1984 for 350 to 1200mm dia ( latest edition). However if seat pressure exceeds the limits prescribed in above mentioned BIS, then it shall be of cast steel conforming to class ASA-150 for seat pressure upto 52 Kg/cm² or class ASA-300 for seat pressure 52 Kg/cm² as per BS 1414 (API 600) .

Supply of Kirloskar/ Kilburn/IVC/Fouress /Gled/BHEL/Leader make Cast steel double flanged swing check type reflux valve having bypass arrangement of class ASA-300 confirming to BS 1868(API-600) (latest edition)to be provided on delivery side) of size one step higher than the delivery size of pump and shall be suitable for withstanding nominal seat pressure of 52kg/cm².

Supply of Kirloskar/ Kilburn/IVC/Fouress /Gled/BHEL/Leader make Cast steel double flanged swing check type reflux valve having bypass arrangement of class ASA-300 confirming to BS 1868(API-600) (latest edition)to be provided on Rising main) of 6 mm and shall be suitable for withstanding nominal seat pressure of 52 kg/cm².NOTE:- The Cast steel reflux valve shall conform to BIS: 5312-1984- Part-I ( latest edition). However if the seat pressure exceeds the limits prescribed in BIS 5312 then it shall be of cast steel conforming to class ASA-150 for seat pressure upto 21 Kg/cm² or class ASA-300 for seat pressure 52 Kg/cm² as per BS 1868 (API 600)

Supply of Kirloskar/ Kilburn/IVC/Fouress /Gled/BHEL/Leader make C.I double flanged sluice valve class PN-I confirming to BIS 780-1984 to be provided on Suction side of size one dia higher then the suctrion size of pump capable of withstanding nominal seat pressure of 10.20 kg/cm².

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.

On supply side of 3½ core coper cable 16 mm^2 ( From HPSEB Meter to Switch & Starter).

On motor side 3 core flat joint less copper cable of size 6 mm^2 ( From Switch & Starter to Motor) pump installed in the bore.

Supply & errection of floor/wall mounted power shunt capacitor conforming to BIS 2834-1986 latest with upto date ammendments of GEC/Siemen/ Havells L&T make to raise the prevailing power factor at site to 0.95 for direct connection to induction motor individually of requirement KVAR according to BHP of motor offered including cable Siemens/Gloster/ICC make from busbar chamber to capacitor & also including Standard/ L&T/Kilburn/Indo asian make ICTP switches conforming to BIS 4064- 4064-1978 or latest with HRC fuses. (range to be specified by the tenderer.) 2x 7=14 KVAR

Supply of standarad make 80 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,Suction Pipe XXX mm dia = to be specified by the Tenderer,Delivery pipe XXX mm dia = to be specified by the Tenderer,Common header = XXX mm dia ,NOTE:- Actual laying to be done as per final drawings to be approved by the Engineer in charge

Providing and lying double loop earthing with coper plate 600x600 x3 thick electrode and copper strip of 25x3 complete including providing of material such as charcoal, common salt, GI pipes, thimbles, nuts & bolts, digging of pits, Copper /GI wire/ Strips of required capacity conforming to BIS 8034-1978 latest with upto date ammendments for above motor & other electriacl equipments including all civil works. (for both machineries).Note. The strip size shall be 20x3 upto 18.5 KW . 25x3 for 18.5 to 37 KW to 55 KW and 32x5 beyond 55 KW.

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

Phase-2nd,Supply of horizontal spindle,horizontal/radial split casing and suction (backpull out arrangement) single/ double / multistage centrifugal pumps or combination of pumps in series /parallel of KSB / Mather & Platt/ Jyoti /Kirloskar /BE /Maxflow/ Beaconweir Sabar make conforming to BIS: 1520-1980 (latestwith upto date ammendments) read with BIS: 9137-1978 (latest edition) suitable for lifting water of under mentioned charactristics with impellers of bronze/suitable alloy, priming funnels,casing ring & shaft sleeves of bronze/ suitable alloy, shaft of sutable 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 principle manufacturer of pumping set) to slippering/squirrel cage screen protected drip proof electric induction motor of Kirlokar /NGEF/Crompton / Siemen /Jyoti /BHEL /GEC /ABB conforming to BIS: 325-1978 read read with BIS: 900-1968 (latest with upto date ammendments) It should include the cost of bearings, nuts & bolts,painting etc. and shall be suitable for operation as per data given below.

Total Head 256.26 Mtrs.Discharge required from each pump. 4.61 lps,No. of pump required 2.00 Set (One act as stand by),Location of the site of installation of machinery The site is located at a distance of 16 Km from Palampur.The altitude of installation. 700 MSL.Type of current. AC three phase supply with freqduency of 75cycle per second.Rate Voltage 415V + 10%,Type of water and its source Clear water.Shaft level 690.1,Level of discharge point 889.9,Static Head 199.8,Charactristics of water.,a)Ambient Temperature dig.c,b)Turbidity NTU,c)Hardness260Mg/Ltrs(as CaCO3),d) PH 7.5,e)total solid Mg /Ltrs,f)Other,Depth of well assembly,No. of working hours per day 8.00Hours.Length of Rising main 2300 Rmts.Dia of Rising main 80 mm In the completem Range of (-)75% .Limit of pump operation. R.P.M. of pumping set. 2900 RPM (or to be specified by the tenderer).Test run. 8 Hours contineously for 7 days.

Supply , installation, testing and commissioning of PLC (Programmable Logic Controller) based Fully Automatic LT Panel for centrifugal pump made out of 16 Gauge sheet powder coated dust and veremin prof wall mounted and front opering door type switch board with copper insulated wiring suitable to operate 2 nos. pump automatically as per site requirement along with acctuator sluice valve automatically as per design timing which can be acted as and when required one at a time or together as per requirement through PCL panel (CPRI approved , with 50 KA Short Circuit and IP-55 protection duly insulated with heat shrinkable sleeve as per colour, supported on epoxy insulator 01 set, common earth bus of 25mm x 4 mm at bottom inside panel board with two earth tereminal out side panel board, cable alley cable gland with independent plate at bottom and complete panel board painted with powder coating in gray colour all as spcified & directed, Make of panel board : dvepl / aspl / tricolite. The pannel board should also have following items ( i to xviii).

PLC (Programmable Logic Controller)

ICTP switch with HRC fuses L&T / Standard / Havells make & having capacity 30 % extra of the operational rating of motor as per BIS 4064-1978 with upto date ammendments immediately after the power meter of HPSEB.

MCB /MCCB suitable capacity of Schneider/Siemens/ABB make on the coming feeder for pumping set confirming to BIS 2516-1985 ( Latest edition) with neutral linked under voltage release.

Y-D starter of suitable capacity for centrifugal pump Make - L&T / ABB/ Schneider.

Three phase indicating lamps complete with logged switches for individual motors conforming to BIS 3452 ( Part I & II ) latest with upto date ammendments.

Star delta timer.

Single phase parventer of reputed make Minillic / L & T / Standard & Suitable capacity.

Automatic Phase Sequnce Corrector with prevention against, phase revarsal protection, under / over load protection Make ABB/ L&T / Siemens/GIC.

Control MCB 6A -SP

On / Off indicator and push button

Control and power wiring

Power capacitor of suitable capacity

Control terminal, Bus Bar, i.e.Bolt, insulator, etc.

LED 5 Watt.

Cooling fan 230 VAC

Hour run Meter.

Supply of Kirloskar/Kilburn /IVC/Fouress/Gled/BHEL/ Leader make Cast steel double flanged accutated sluice valve of class ASA-300 confirming to BIS-1414 (API-600) (to be provided on delivery side) of equal size to one dia more than the dia of delivery of pump and capable of with standing nominal seat test pressure of 52 kg/cm². NOTE:-The Cast steel sluice valve shall conform to BIS:780-1984 for 50 to 300mm dia & BIS:2906-1984 for 350 to 1200mm dia ( latest edition). However if seat pressure exceeds the limits prescribed in above mentioned BIS, then it shall be of cast steel conforming to class ASA-150 for seat pressure upto 52 Kg/cm² or class ASA-300 for seat pressure 52 Kg/cm² as per BS 1414 (API 600) .

Supply of Kirloskar/ Kilburn/IVC/Fouress /Gled/BHEL/Leader make Cast steel double flanged swing check type reflux valve having bypass arrangement of class ASA-300 confirming to BS 1868(API-600) (latest edition)to be provided on delivery side) of size one step higher than the delivery size of pump and shall be suitable for withstanding nominal seat pressure of 52kg/cm².

Supply of Kirloskar/ Kilburn/IVC/Fouress /Gled/BHEL/Leader make Cast steel double flanged swing check type reflux valve having bypass arrangement of class ASA-300 confirming to BS 1868(API-600) (latest edition)to be provided on Rising main) of 80 mm and shall be suitable for withstanding nominal seat pressure of 52 kg/cm².NOTE:- The Cast steel reflux valve shall conform to BIS: 5312-1984- Part-I ( latest edition). However if the seat pressure exceeds the limits prescribed in BIS 5312 then it shall be of cast steel conforming to class ASA-150 for seat pressure upto 21 Kg/cm² or class ASA-300 for seat pressure 52 Kg/cm² as per BS 1868 (API 600)

Supply of Kirloskar/ Kilburn/IVC/Fouress /Gled/BHEL/Leader make C.I double flanged sluice valve class PN-I confirming to BIS 780-1984 to be provided on Suction side of size one dia higher then the suctrion size of pump capable of withstanding nominal seat pressure of 10.20 kg/cm².

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.

On supply side of 3½ core coper cable 16 mm^2 ( From HPSEB Meter to Switch & Starter).

On motor side 3 core flat joint less copper cable of size 6 mm^2 ( From Switch & Starter to Motor) pump installed in the bore.

Supply & errection of floor/wall mounted power shunt capacitor conforming to BIS 2834-1986 latest with upto date ammendments of GEC/Siemen/ Havells L&T make to raise the prevailing power factor at site to 0.95 for direct connection to induction motor individually of requirement KVAR according to BHP of motor offered including cable Siemens/Gloster/ICC make from busbar chamber to capacitor & also including Standard/ L&T/Kilburn/Indo asian make ICTP switches conforming to BIS 4064- 4064-1978 or latest with HRC fuses. (range to be specified by the tenderer.) 2x7=14 KVA

Supply of standarad make 80 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,i,Suction Pipe ----- mm dia = to be specified by the Tenderer,ii,Delivery pipe ----- mm dia = to be specified by the Tenderer,iii,Common header =---------- mm dia NOTE:- Actual laying to be done as per final drawings to be approved by the Engineer in charge

Providing and lying double loop earthing with coper plate 600x600 x3 thick electrode and copper strip of 25x3 complete including providing of material such as charcoal, common salt, GI pipes, thimbles, nuts & bolts, digging of pits, Copper /GI wire/ Strips of required capacity conforming to BIS 8034-1978 latest with upto date ammendments for above motor & other electriacl equipments including all civil works. (for both machineries).Note. The strip size shall be 20x3 upto 18.5 KW . 25x3 for 18.5 to 37 KW to 55 KW and 32x5 beyond 55 KW.

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

GANTANTAR THAKUR