Improvement and extension of LIS Kuru Dehra

Amount

Dismentalling roofing including ridges, hips, valleys, gutters etc. stacking the serviceable materials and disposal of un- serviceable materials within all leads and lifts. In steel roofing complete in all respect within all leads and lifts.(AC sheet roofing )

Demolition of stone masonary below Ground level upto 1.50 mtr depth including stacking of serviceable material and disposing of un-serviceable material within 20 meters lead rubble masonary in cement mortar complete in all respect within all leads and lifts.

Excavation in foundation, trenches etc. in earth work in all kinds of soil lift upto all height, stacking the excavated soil not more then 3 mtrs. clear from the edge of excavation & then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming & watering and then disposing of all surplus excavated earth as directed complete in all respect. within all leads and lifts.

Chieselling work 50% soft rock & 50% hard rock

Pick work 50% jumper work 50%

Providing and laying cement concrete 1:3:6(One cement :three sand : six graded stone aggregate 40mm nominal size and curing complete excluding the cost of centering & shuttering in foundation and plinth complete in all respect within all leads and lifts.

Providing and laying cement concrete work 1:2:4 (One cement : Two sand : Four graded stone aggregate 20mm nominal size and curing complete excluding cost of form work and reinforcement for reinforced concrete work in:-

Column, pillars, posts & struts upto all level complete in all respect within all leads and lifts.

Suspended floor, roofs landing and shelves and their supports balconies beams girders bressumers and cantilevers upto floor two level complete in all respect within all leads and lifts.

Providing and laying cement concrete 1:1.5:3 (One cement:one & half sand:three 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 and the like and mass concrete complete in all respect within all leads and lifts .

Wall (any thickness but not less than 0.10 mtrs.thickness) attached pillasters, buttresses plinth & string courses etc. from top of foundation level upto floor two level complete in all respect within all leads and lifts.

Column, pillars, posts & struts upto all level.complete in all respect with in all leads and lifts complete in all respect within all leads and lifts .

Lintels, beams girders bressumers and cantilevers upto all level complete in all respect within all leads and lifts .

Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden battons and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4.00mtrs. and removal of the same for in-situ-reinforced and plain concrete work in:-

Vertical surface such as walls (any thickness) partitions and the like including attached pillasters,buttresses, plinth and string courses and the like complete in all respect within all leads and lifts.

Flat surfaces such as soffits of suspended floor, roofs, landings and the like floor etc. upto 20mm thickness complete in all respect within all leads and lifts.

Sides and soffits of beam, beam haunching, cantilever and bressumers and lintels not exceeding 1 mtr. in depth in all heights from floor complete in all respect within all leads and lifts.

Column, pillars, posts and struts etc in square or rectanguler in plain and the like within all leads an dlifts complte in all respect within all leads and lifts.

Edge of slab and breaks in floors and wall under 20cm wide complete in all respect within all leads and lifts.

Brick work using common burnt clay building bricks in super structure above G.L. to Ist floor level in cement mortar 1:6 (One cement: Six sand) of 2nd class bricks complete in all respect within all leads and lifts.

Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete upto floor two level complete in all respect within all leads and lifts

Steel work welded in built up sections, trusses & framed work including cutting, hoisting and fixing in position and applying a priming coat of red paint:- In grating, framed, guards bars, ladders,railing, brackets & similar works complete in all respect within all leads and lifts.

Providing and fixing angle iron door, window, clearstory window frames manufactured from M.S angle iron section 40x40x6mm thickness i/c hinges jambs, lock, jamb beed and if requied angle threshhold of mild steel angle 50x25mm welded or rigldly fixed by mechanical means withsplit and tails to each jamb including steel butt hinges 2.50 mm thick with provision for locking arrangement and shock absorber as per specified and applying a coat of approved steel primer after pretreatment of the surface as directed by the Engineer-in-Charge complete in all respect with in all leads and lifts.

Providing and fixing 1.00 mm thick MS sheet garrage door with frame of 40x40x6mm angle iron 3.15 mm M.S. Gusset plate at the junction and corner all necessary fitting complete including applying a priming coat of red lead paint complete in all respect with in all leads and lifts.

Providing and fixing MS round or square bars with MS flats at required spacing in frames of window and clerestory windows complete in all respect within all leads and lifts.

20 mm thick cement plaster in single coat on rough side of bricks /stone masonary for interior plastering up to floor two level including arrises, internal rounded angles chamfers and/or rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1:6 (One cement: Six sand) complete in all respect within all leads and lifts.

6 mm thick cement plaster to ceiling in cement mortar 1:3(One cement :three sand) complete in all respect within all leads and lifts .

40mm thick cement concrete flooring 1:2:4( One cement:two sand: four graded stone aggregate 20mm nominal size) laid in one layer and finished with a floating coat of neat cement within all leads and lifts.

Providing 40x3 mm flat iron hold fast 40 cm long including fixing to frame with 10mm diameter bolts nuts and wooden plugs and embeding in cement concrete block 30x10x15cm 1:3:6 (One cement: three sand: six graded stone aggregate 20mm nominal size) complete in all respect within all leads and lifts.

White washing with lime on un-decorated wall surfaces( two coats) to give an even shade, including thoroughly brooming the surface to remove all dirt, dust mortar, dust and other foreign matter complete in all respect within all leads and lifts.

Painting two coats( excluding priming coat on new steel and other metal surfaces with ready mixed paint brushing the shade including cleraning the surface of dirt, dust and other foreign matter sand papering and stopping with ready mixed paint other than white complete in all respect within all leads and lifts.

Providing and fixing anodized aluminium sliding door bolt anodized colour and shade with bolts and nuts screws etc.complete in all respect within all leads and lifts. (250x16mm)

Providing and fixing aluminium tower bolts ( Barrel type) anodized transparent or dyed to required shade and colour with screw etc. complete in all respect within all leads and lifts. (200x10mm)

Providing and fixing aluminium handles anodized transparent or dyed to required colour of shade with necessary screws etc. complete in all respect within all leads and lifts. (125mm)

Providing in RCC work smooth finishing of the exposed surface with cement motor 1:3(One cement:Three sand) complete in all respect within all leads and lifts.

Providing and fixing SFRC man hole cover with frame having frames size of 500 mm internal dia ( Medium duty). The weight of cover and frame should not be less than 58 Kg complete in all respect within all leads and lifts.

Providing and fixing cast iron manhole cover 500mm dia (Medium duty) with frame weight not less than 116Kgs. (weight of frame 58Kgs. and weight of cover 58 Kgs. within all leads and lifts.

Laying in trenches GMS pipe (L/M class) tube fitting (earth work in trenches to be measured and paid for separately) complete in all respect within all leads and lifts with MS flange Table-5

i) 150mm dia

Constructing chamber for sluice valve, with C.I.surface box 100mm top dia,160mm bottom dia & 180mm deep(inside) with chained lid RCC top 1:2:4 mix (One cement : Two sand :Four graded stone aggregate 20mm nominal size)100mm thick foundation concrete 1:5:10 (One cement : Five sand : Ten graded stone aggregate 40mm nominal size) and in side plastering with cement mortor 1:3 (One cemet : Three sand) finished with a floating coat of neat cement including curing complete 600x600x750mm in side size with 150mm thick walls of RCC 1:2:4 )One cement:two sand : four graded stone aggregate 20mm nominal size complete with form work and reinforcement with 6mm bars at not exceeding 150mm centres both ways complete in all respect within all leads and lifts.

Providing,laying, jointing and testing of zinc coated MSERW with circumferential flanged joint by electrical arc welding (welding thickness shall be equal to pipe wall thickness) of following diamters & wall thickness confirming to IS/ISO:3183-2007 of steel grade L-415 & L-210 or latest upto date amendments and capable of with standing required test pressure in a random length of 5.5 to 6.5 meters, including manufacturing reducers/tapers, all short pieces, bends etc. as per site requirement made from parent tubes. The laying of pipe shall also include welding of every flanged joint duly welded in three layers( two inner one outer) and all operation such as cutting, welding, jointing, fabrication of bends, tees etc. and lowering & laying in excavated trenches to ensure required level complete in all respects to the best satisfaction of the Engineer-in-charge (Earth work in trenches and the cost of providing flanges including nuts & bolts & gasket will be measured and paid for seperately). The fabricated bends shall have three or four cuts having its radious not less than five times the dia of pipe. The pipes shall be factory galvanized (Zinc coated both inside and outside) as per relevant IS standards and the damaged portion of the pipes and other specials (if damaged during laying, jointing operation of pipe) made from 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 welding electrodes shall be as per IS-814 of Advani Oerlikon/L&T of ISI marked made. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing, DP test of butt welded joints complete in all respect and to the best satisfaction & direction of Engineer-in-charge complete in all respect within all leads and lifts.

MSERW pipe 250mm dia 4.80mm thickness)

(b) MSERW pipe 200mm dia 4.80mm thickness)

Providing welding and fixing of M.S.flanges at 10% joint of following table as per IS:6392-1971 (latest with upto date ammendments) and welding of M.S.flanges with G.I /MSERW pipes be done in two layers on both faces to make the joint leak proof (providing and laying of G.I.pipes to be measured and paid for separately). The welding of flanges should be as per IS:816-1969 with electrodes as per IS:814-1991 with required number of nuts and bolts as per IS:1369-1967 & compressed asbestos fibre gasket sheet not less than 3mm in thickness as per IS:2712-1998. The work shall be done as per entire satisfaction of the Engineer-in-charge complete in all respect within all leads and lifts.

250mm dia MSERW pipe T-5 4.80mm thickness.

200mm dia MSERW pipe T-5 4.80mm thickness.

Providing & fixing of Kirloskar/Leader make Cast Iron sluice valve following dia Class-PN-1.0 with M.S.flange table-5 conforming to BIS:14846-2000 latest with uptodate ammendments having seat pressure 10.20Kg./cm2 including nut, bolts and gasket sheet complete in all respect within all leads and lifts.

80mm dia

100 mm dia

125 mm dia

150 mm dia

200 mm dia

Providing and fixing screwed type cast iron Air valve (single ball type) of Leader make confirming to BIS 1452-90 with upto date ammendments as per class PN 1.00 to withstnd the seat pressure of 11.22 Kg/cm2 in raising main or as of latest ammendments complete in all respect within all leads and lifts .

50 mm dia

Providing and fixing of MS cover on chamber with MS sheet of 2.00 mm thickness fixed with angle iron frame of 25x25x3mm having locking arrangement complete with a size of 0.80mx0.80m complete in all respect within all leads and lifts.

Laying and supplying of HDPE pipe of grade PE 80 following dia and pressure complete in all respect incluidng fittings and accessories complete in all respect within all leads and lifts .

180mm dia (OD) 6.00Kg/Sq.cm

160mm dia (OD) 6.00Kg/Sq.cm

140mm dia (OD) 6.00Kg/Sq.cm

125mm dia (OD) 6.00Kg/Sq.cm

110mm dia (OD) 6.00Kg/Sq.cm

90mm dia (OD) 6.00Kg/Sq.cm

75mm dia (OD) 6.00Kg/Sq.cm

Providing and supplying 50mm hydrant including GI riser pipe , 50mm gun metal control valve, 50mm pump connecting nipple, plain concrete grouting for GI tee, connecting riser pipe with sub main incluidng complete set of fitting etc. complete in all respect within all leads and lifts.

Providing and supplying of duly coupled 63mm HDPE based portable sprinkler pipes( IS: 14151-I marked) to withstand pressure of 3.20 Kg/cm2 complete in all respect within all leads and lifts.

6 mtr long

3 mtr. Long

Providing and fixing 63mm duly coupled bend complete in all respect within all leads and lifts.

Providing and fixing tee of 63mm x 63mm x 63mm complete in all respect within all leads and lifts.

Providing and fixing end cap , 63mm complete in all respect within all leads and lifts.

Providing and installation of gentry girder for hoisting for lowering of pumping machinery with chain pully block of 5.00 MT i/c railing with mechanical trolley complete in all respect with in all leads and lifts.

Construction of RCC over head delivery tank 30000 ltr cap., with 10.00 mtr stagging height from ground level to bottom of dome slab comprising of inlet, scour & over flow pipes as per details given below from ground level to tank including bends of requried degree, confirming to relevants code RCC stair case i/c G.I pipe railing 45cms. wide of usual height as per site requirement, SFRC manhole cover of 500mm dia and weight of frame and cover should not be less than 40 kg., ventilator at top dome with minimum opening of 45x450cms, water level indicator including floats and measuring gauge, lightening conductor with earthing arrangement etc. The RCC over head delivery tank shall include randering/plastering of the uneven exposed surface, two coats of snowcem paint and any other component required for the completion of the job to the entire satisfaciton of Engineer-in-charge. The offers shall also include details structural drawing/ design calculations to be approved by the competent authority based on the raft foundation by taking seismic forces in the design calculation expension joints as required at site. The offer shall also include the cost of Providing and fixing of MSERW pipe and fittings complete including duck foot bends, puddle collars, expansion joints etc connecting with rising main & distribution main with required length from the edge of foundation and any other component required for the completion of job upto the entire satisfaction of Engineer-in-charge.

Dia of pipe arrangement

Inlet pipe 200mm dia (MSERW pipe)

Outlet pipe 125 mm dia GI pipe

Scour pipe 80 mm dia

Submersible pumping Machinery Booster stage Supply of submersible pumping set of /KSB /Kalama/Saber/Johnston/Crompton/Kirloskar make conforming to BIS; 8034-1976 latest suitable for lifting Raw water (latest with uptodate ammendments) fitted with bronze impellers/suitable alloy directly coupled to squirrell case electric induction motor of same make as (manufacturer 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,manufacturer cable clips & depth gauge etc. The pump shall be suitable for operation on data given below:-

Total Head =38.62 mtr.

Discharge required from each pum = 24.10 LPS

No. of pump required = 2.00 Nos . One as act stand bye

Location of the site of inatallation of machinery = the site is located at a distance of 20.00 kmts from Ranital Railway station by road & 0.20 KM on head load ( for the installation of both machineries.

The Altitude of installation. The altitude of place is 550 mtrs above MSL,Type of current. AC Three phase supply with,Rate Voltage Rate Voltage 415+ 10%,Type of water and its source Raw water from River,Charactristics of water. Raw water from River,a)Ambient Temperature dig.c 20 dig. C,b)Turbidity NTU 5000PPM,c)Hardness260Mg/Ltrs(as CaCO3) = -,d) PH 7.5 = -,e)total solid Mg /Ltrs = -,f)Other = -,Depth of Source,LWL in source i.e. intake structure = 493.00mtrs.,Dia of Bore,Max. draw down = 15.00 mtrs,,Statice water level = ---,Center line level of pump = 490.00 mtr.,Discharge level of highest point = 527.00mtrs,Static head in Mrs = 31.00mtrs.,Length of R/Main (Including Column Assembly)= 150.00 mtrs.,Dia of Rising main = 250.00MM dia MSERW pipe.,No of working hours per day = 20.00 Hours,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 based Fully Automatic LT Panel with fully automatic starter 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 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 PLC 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.

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. = 2.00 Nos.

MCB/MCCB suitable capacity of L&T / Standard make on the coming feeder for pumping set confirming to BIS 2516-1985 ( Latest edition) with neutral linked under voltage release.= 2.00 Nos.

Y-D starter 25.00 HP for submersible pump Make - L&T / ABB/ Schneider. = 2.00 No

Three phase indicating lamps complete with logged switches for individual motors conforming to BIS 3452 ( Part I & II ) latest with upto date ammendments. = 1.00 No.

Star delta timer= 2.00No

Single phase parventer of reputed make Minillic / L & T / Standard make & Suitable capacity= 2.00 No.

Automatic Phase Sequnce Corrector with prevention against, phase revarsal protection, under / over load protection Make ABB/ L&T / siemens/GIC= 1.00 No.

Control MCB 63A -SP= 2.00 No.

On / Off indicator and push button= Set of 2

Control and power wiring= Job

Power capacitor = 2.00 Nos

Contorl terminal Busbar,i.e. Bolt, insulator, etc.= Job

LED 5 watt.= 1 No

Cooling fan 230 VAC=1.00 No.

Hour run meter=2.00 No.

Providing and fixing of double flanged Cast Iron Sluice valve have size one dia higher than pump size to delivery of pump class PN 1.0 of Kirloskar/Kilburn /Leader make conforming to BIS: 780-1984 latest with upto date ammendments having seat pressure 10.20 Kg/cm2 complete in all respect within all leads and lifts .

Supply of Kirloskar/Kilburn/Leader make cast iron double flanged (swing check type) reflux valve class PN-1.0 having bye pass arrangement ( to be provided on delivery side ) of size of one size higher than the delivery size of pump and shall be suitable for withstanding nominal seat pressure of 10.20 Kg/Cm 2 as per BIS 5312-1984 (Part-I ) complete in all respect within all leads and lifts.

Supply of Kirloskar/Kilburn/Leader make cast iron class PN. 1.0 double flanged (swing check type) reflux valve having bye pass arrangement equal to dia of Rising main i.e 250 mm shall be suitable for withstanding nominal seat pressure of 10.20 Kg/Cm 2 as per BIS 5312-1984 (Part-I ) complete in all respect within all leads and lifts.

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 25.00mm2 ( From HPSEB Meter to Switch &Starter).

On motor side 3 core flat joint less copper cable of size 6 mm2 ( From Switch & Starter to Motor) pump installed in the Reiver Beas ( Intake structure)

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. ( Range to be specified by the tenderer).

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/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. The pipe material shall confirm to relevant BIS code and capable of withstanding FTP equal to 1.50 times the operating pressure the complete arrangement shall be compromise of

Suction pipe mmdia = To be specified by the tenderer .

Delivery pipe mm dia = -do-

Common header pipe 250mm dia = MSERW pipe

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

Centrifugal pumping Machinery in 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.

Total head in Mtr:- 56.25 Mtr.

Discharge reuired from each pump = 13.01 LPS

No. of pump required = 2.00 Nos . One as act stand bye

Location of the site of inatallation of machinery = the site is located at a distance of 20.00 kmts from Ranital Railway station by road & 0.20 KM on head load ( for the installation of both machineries.

Lenght of R/ Main = 540 mtrs. Dia of Rising main = 200.00 mm dia MSERW pipe The Altitude of installation. = 550 mtrs above MSL,Type of current. AC Three phase supply with,Rate Voltage Rate Voltage 415+ 10%,Type of water and its source Raw water ,Pump Shaft level = 514.23 mtr,Static Head = 49.27 mtr, Level of discharge point = 563.50 mtr. Charactristics of water.= -,a)Ambient Temperature dig.c = -,b)Turbidity NTU 5000PPM,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 = 20 hours,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 continueously for 7 days

Supply , installation, testing and commissioning of PLC based Fully Automatic LT Panel with fully automatic starter for centrifugal pump made out of 16 Gauge sheet powder coated dust and veremin proof wall mounted and front opening 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 PLC 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.

ICTP switch with HRC fuses Schneider/Siemens/ABB 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.= 2.00 Nos.

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.= 2.00 Nos.

Y-D starter 20 HP for Centrifugal pump Make - L&T / ABB/ Schneider complete in all respect within all leads and lifts.= 2.00 Nos

Three phase indicating lamps complete with logged switches for individual motors conforming to BIS 3452 ( Part I & II ) latest with upto date ammendments.= 1.00 Set

Star delta timer.= 2.00 Nos

Single phase parventer of reputed make Minillic / L & T / Standard & Suitable capacity.= 2.00 Nos.

Automatic Phase Sequnce Corrector with prevention against, phase revarsal protection, under / over load protection Make ABB/ L&T / siemens/ GIC.= 1.00 No.

Control MCB 63A -SP= 2.00 Nos.

On / Off indicator and push button= Set of 2 each

Control and power wiring = Job

Power capacitor= 2.00 Nos.

Contorl terminal, Bus Bar, i.e.Bolt, insulator, etc.= Job

LED 5 Watt.= 1.00 No.

Cooling fan 230 VAC = 1.00 No

Hour Meter.= 2.00 Nos.

Supply of Kirloskar/ Leader/Kilburn make Cast Iron double flanged acctuator sluice valve of class PN 1.6 confirming to BS-14846-2000 (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 16.32 kg/cm². (Latest edition) complete in all respect within all leads and lifts.

Supply of Kirloskar/Kilburn/Leader make cast iron double flanged (swing check type) reflux valve class PN-1.6 having bye pass arrangement ( to be provided on delivery side ) of size of one step higher than the delivery size of pump and shall be suitable for withstanding nominal seat pressure of 16.32 Kg/Cm 2 as per BIS 5312-1984 (Part-I ) complete in all respect within all leads and lifts.

Supply of Kirloskar/Kilburn/Leader make cast iron class PN. 1.6 double flanged (swing check type) reflux valve having bye pass arrangement equal to dia of Rising main i.e 200 mm shall be suitable for withstanding nominal seat pressure of 16.32 Kg/Cm 2 as per BIS 5312-1984 (Part-I ) complete in all respect within all leads and lifts.

Supply of Kirloskar/Kilburn/Leader make cast iron Class PN 1.0 double flanged sluice valve conforming to BIS-780-1984 to be provided on suction side of size one dia higher then the suction size of pump capable of withstanding normal seat pressure of 10.20 Kg/Cm 2 complete in all respect within all leads and lifts.

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 4.00 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.)

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

Suction Pipe = to be specified by the Tenderer

Delivery pipe = to be specified by the Tenderer

Common header = 200mm dia MSERW pipe.

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

Vijay kumar kushwaha

SEWA SINGH

Dogra Construction Company Pvt Ltd