LIS Lahalpur Masroor Bhater Dhangar

Amount

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 within all leads and lifts.

Chieselling work 50% soft rock & 50% hard rock

Pick work 50% jumper work 50%

Providing and laying cement concrete 1:4:8(One cement :Four sand : eight graded stone aggregate 40mm nominal size and curing complete excluding the cost of form work centring & shuttering in foundation and plinth 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:- ( Grade of Concrete shall not be less than M 20)

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

Foundation, footing bases of columns and the like and mass concrete within all leads and lifts .

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 within all leads and lifts.

Providing and laying cement concrete 1:6:12(One cement :six sand : twelve graded stone aggregate 40mm nominal size and curing complete excluding the cost of centering & shuttering in foundation and plinth 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:-. ( Grade of Concrete shall not be less than M 25)

Foundation, footing bases of columns and the like and mass concrete within all leads and lifts .

Column, pillars, posts & struts upto floor two level.

Lintels, beams girders bressumers and cantilevers.

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 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:-

Foundation, footing bases of columns and the like and mass concrete within all leads and lifts .

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

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

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

Random rubble masonry/polygonal rubble masonary(un-coursed brought to courses) with hard stones of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 (One cement: Six sand: twelve graded stone aggregate 20mm nominal size) at plinth level in cement mortar 1:6 (One cement: Six sand) 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 within all leads and lifts.

Half brick masonary in common brunt clay building bricks in super structre above Ist floor level in cement mortar 1:4( One cement : four sand) of 2nd class bricks complete within all leads and lifts.

Providing and fixing pressed steel doors/windows frame manufacture from commercial mild steel sheet of 1.25mm thickness including hinges jamb, beed and if required angle threshold of mild steel angle of section 50x25mm or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means adjustable lugs with split and tail including steel but hings 2.5mm thick with guards lock strike plate and shock as specified and applying a coat of approved steel primer within all leads and lifts.(Profile-A)

Providing and fixing glazed and panelled glazed or panelled and glazed shutters for doors windows & clear story windows including black enamelled iron butt hinges with necessary screws 40mm thick 2nd class deodar wood with in all leads and lifts.

Boulder filling behing retaining wall under floor within all leads and lifts .

Terrazzo tile flooring present terrazzo tiles 20 mm thick with marble chips of specified sizes laid in floors treads of steps and landings on a bed of 25mm average thickness of cement mortar 1:6 (One cement: Six sand) jointed with neat cement slurry mixed with pigment to match the shade of tiles (wherever required) including rubbing and polishing complete with tiles of following shades within all leads and lifts.

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

Providing in RCC work smooth finishing of the exposed surface with cement motor 1:3(One cement:Three sand) 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 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.

Providing and fixing CI 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 with in all leads and lifts complete in all respect.

Laying in trenches GMS pipe (L/M class) tube fitting (earth work in trenches to be measured and paid for separately) complete within all leads and lifts .

80mm dia

100mm dia

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 within all leads and lifts.

Steel work in single section i/c cutting, hoisitng and fixing in positin etc. in RS joists, Channels, angles, Tees and brackets etc. with in all leads and lifts complete in all respect.

Providing , laying, jointing and testing bavelled ended GMSERW zink coated pipe with circumfrential butt welded joints after alternate pipe length by electrical arc welding ( 94% welding and 6% flanged joints) with MS flange incluidng nut, bolts, rubber gasket etc. ( welding thickness shall be equal to pipe wall thickness) of following dia meter and wall thickness confirming to IS/ ISO 3183-2007 steel grade L-210A ( latest with up to date ammendments) and capable of withstanding required test pressure in random length of 5.50 to 6.50 meters, including manufaturing reducer/ tapersall, shor pieces , bends etc.as per site requirement made from parent tube, wherever required duly welded in three layers ( 2 inner 1 outer) and all operation such as cutting, welding , jointing , fabrications of bends, Tees , making bavelled pipe ends suitable for butt welding lowering laying in excavated trenches to endure required level complete in all respect to the best satisfaction of the Engineer-in-Charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The pipes shall be factory galvanized (zinc coating both inside and outside) as per relevant IS standards and the damaged portion of the pipes and other specials cmplete in all respect to the best satisfaction and directions of Engineer-in-Charge .

Booster stage GMSERW pipe 350mm dia 4.80 mm thickness pipe class L 210

Main stage:- GMSERW pipe 350mm dia 4.80 mm thickness pipe class L 290 or x42 ( RD 0 to 480=480Rmt)

GMSERW pipe 350mm dia 4.80 mm thickness pipe class L 290 or x42 ( RD 480 to 810=330Rmt)

GMSERW pipe 350mm dia 4.80 mm thickness pipe class L 290 or x42 ( RD 810 to 3680=2870Rmt)

Providing and welding M.S flanges at suitable point, conforming to following tables as per IS: 6392-1971 ( Latest with upto date amendments) with plain end GMS/MSERW pipe in requisite number of layers on both faces to make the joint leak proof ( The cost of providing and laying of GMSERW 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. including cost of gasekt sheet nuts and bolts. The thickness of gasket sheet not less than 3.00mm conforming to IS 2712-1998. The work shall be done to the entire satisfaction of Engineer-in-Charge within all leads and lifts.

Booster stage:- 300mm dia Flange table 5 RD 0/0 to 240 Mtr

Main stage:- 350 mm dia Flange table 23 RD 0/0 to 1710 Mtr

350 mm dia Flange table 11 RD 1710 to 2280 Mtr

350 mm dia Flange table 5 RD 2280 to 3680 Mtr

Laying and jointing of HDPE pipe of grade PE 80 following dia and pressure complete in all respect incluidng all fittings and accessories complete in all respect.

90mm dia (OD) 4.00Kg/Sq.cm

110mm dia (OD) 4.00Kg/Sq.cm

125mm dia (OD) 4.00Kg/Sq.cm

140mm dia (OD) 4.00Kg/Sq.cm

160mm dia (OD) 4.00Kg/Sq.cm

180mm dia (OD) 4.00Kg/Sq.cm

200mm dia (OD) 4.00Kg/Sq.cm

225mm dia (OD) 4.00Kg/Sq.cm

250mm dia (OD) 4.00Kg/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.

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

100mm dia

125mm dia

150mm dia

200mm dia

250mm 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.

25 mm dia

Providing and supplying of duly coupled 75mm HDPE based portable sprinkler pipes( IS: 14151-I marked) to withstand pressure of 3.20 Kg/cm2 complete in all respect.

6mtr long

3mtr long

Providing and fixing 75mm duly coupled bend complete in all respect.

Providing and fixing tee of 75mm x 75mm x 75mm complete in all respect.

Providing and fixing end cap , 75mm complete in all respect.

Providing & fixing of Cast steel double flanged Reflux valve 350mm dia of make Kirloskar/Leader of class ASA-150 including flange Table-23 Gasket, nut bolt and welding in two layer inner and outer side and capable with standing nominal seat pressure as per BIS:5312-1984 P-I complete with nuts, bolts and rubber insertion sheet of 21.00Kg./cm2 complete within all leads and lifts.

Providing and fixing Alfa Valve 50mm dia complete in all respect.

Providing plinth protection 50 mm thick in cement concrete 1:3:6(One cement : Three sand : Six graded stone aggregate 20mm nominal size) within all leads and lifts.

Providing and fixing gantry for hoisting and lowering of pumping machienry i/c chain pully block of 5.00 MT with in all leads and lifts complete in all respect.

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 within all leads and lifts.

Providing and fixing MS grills of required pattern in wooden frames of windows etc with MS flats square or round bars with rounded headed bolts and nuts or by screws within all leads and lifts.

Providing and fixing of MS bolt off size with nuts and washer within all leads and lifts.

Providing and fixing wire gauge shutters using glavanised MS wire gauge of IS gauge destination 8 SG with wire of dia 0.56mm for doors, windows including bright finished black enamelled iron hinges with necessary screws 40mm thick 2nd class deodar wood (40mm thick) within all leads

Constructing course rubble hammer dressed "U" shape open surface drain with side wall 15x22 cm in cement mortar 1:6 (One cement: Six sand) and in side plastering with cement plaster 1:3 (One cement: three sand) including earth work and laying 10cm cement concrete 1:5:10 (One cement: five sand: ten graded stone aggregate 40mm nominal size) and 7.5cm cement concrete 1:2:4(20mm nominal size) and finished with a floating coat of neat cement complete as standard design 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) within all leads and lifts.

Providing and fixing MS fan clamp type-I of 16 mm dia MS bar bend to shape with hooked ends in RCC slab during laying including painting the exposed portion of loop as per standard design 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 within all leads and lifts.

Distempering with dry distemper of approved brand and manufacture( Two coats) and of required shade on un-decorated wall surface to give an even shade over and including primer coat of whitning after thoroughly brushing the surface free from mortar dropping and other foreign matter including preparing the surface even and sand papered smooth within all leads and lifts.

Finsihing wall with water proofing cement paint of approved brand and manufacture and required shade on un-decorated wall surfaces (two coats) to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials 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 within all leads and lifts.

Pointing on brick work with cement mortar in 1:3( One cement : three sand) (flush pointing) within all leads and lifts.

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

15mm cement plaster in single coat on rough side of bricks/concrete /stone walls 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 cement mortar 1:6 (One cement: Six sand) 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) within all leads and lifts.

Providing and laying brick tiles over mumty roof grouted with cement mortar 1:3(One cement :three sand) over a 12mm layer of cement mortar 1:3 (One cement : three sand) and finished neat within all leads and lifts.

Providing and fixing anodized aluminium sliding door bolt anodized colour and shade with bolts and nuts screws etc.within all leads and lifts. (300x16mm)

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

Providing and fixing V-nothc 90 degree complete in all respect.

Providing and fixing Alfa Valve complete in all respect. (250mm dia)

Providing and fixing aluminium handles anodized transparent or dyed to required colour of shade with necessary screws etc. within all leads and lifts. (100mm)

SUBERSIBLE POLDER PUMP I/C AUTOMATION:- Supply of submersible pumping set of irloskar/Kilburn/ Clama/Crompton/ KSB/ BS make conforming to BIS; 5659-1970 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 (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:- SITE CONDITION:- Total head= 19.739 Mtr, Discharge required= 30.17 LPS each set, No of pump required= 2 Nos working ( Posite suction), Locaton of the site of installation of machinery= The site is located at a distance of 10 KM from Nagrota Surian Railway Station and 1 KM for head load ( for the installation of both machinry). The Altitude of pump= The Altitude of place is 476 mtrs above MSL, Type of current= AC three phase supply with , Rated voltage= 415+/-10%, Type of water and its Charactristics of water= Under ground water, a) Amblent= 350C, b) Turbidity NTU= Upto 1000 NTU, d) PH value= 6.5 to 8.5, f) other= -- , Static head in mtrs= 15.20 Mtr, Length of R/main= 240 Mtr, Dia of R/main= 350mm dia, No of working hours= 20 Hours, Limit of pump= (-)15% +(10%) of total head at required discharge at , RPM of Pumping machinery= 2900 RPM ( or to be specified by the tenderer), Test Run= 16 Hours continueously for 7 days.

Supply and fixing of double flanged cast iron sluice valve heavy size one dia higher than pump size to delivery of pump class PN 1.0 of Kirloskar/Kilburn/Leader make conforming to BIS 14846-2000 latest with up to date ammendments having seat pressure of 10.20kg/cm2 complete in all respect. =2 Nos.

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 presure of 10.20 Kg/Cm2 as per BIS 5312-1984 Part-I = 2 Nos.

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 4.00 mm^2 ( From HPSEB Meter to Switch & Starter). = 10 Mtr.

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. = 30 Mtr

P/L 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 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 100 mm dia = 20 mtr

Delivery pipe 80 mm dia = 10 mtr

Common header = 50 mm dia = 20 mtr

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.= 1 Job

Supply, Installation Testing and Commissioning of premium Star delta starter as required panel for submersible pump made out of 16 gauge sheet, powder coated dust and vemin proof wall/ base mounted and front opening door type with copper insulated wiring suitable to operate 1 no pump of required rating through star delta starter mechansim. Starter should be capable enough to handle the following fault like short circuit over current, under current over voltage dry run protection and phase loos with LD ON/OFF and trip indicator Make Armation Electric/L&T/Schinieder. = 1 No

Star delta and mains power contacters of required rating as per type 2 co- ordination for required H.P. starter. = 2 No

Voltage protection device to protect panel from over voltage and under voltage. = 2 Nos.

Single phasing and phase reversal protection device to safeguard system from single phasing and phase reversal of the supply voltage. = 2 No

Multy function meter indicating different parqameters like Cuyrrent, Voltage, KWH, PF< THD etc with RS 485 communication make Aarmation/L&T/Schneider/Seimens. = 1 No

Main incomer MCB/MCCB suitable capacity of L&T/Schneider/ABB make on the feeder for pumping set confirming to BIS: 2516-1985 ( latest edition) = 1 No

Three phase indicating lamps complete with logged switches for individual moutors conforming to BIS 3452 ( Part-I&II) latest with upto date ammendments. = 1 No

LED On/Off and trip indicator and push buttons, Control and power wiring, Power capacitor, Cooling fan 230 VAC, Control terminal, Bus bar, i.e. Bolt, insulator etc. = 2 Nos.

Surge suppressor device with Isolating MCCB to eliminate the power surges due to lightening and system surges. = 1 No.

Control Transformer to provide a stable control voltage to safeguard the control circuit of all the components from the voltage surges and spikes. = 1 No

Supply installatinn testing and commissioning of tomer based automation for submersible pump Make Armation Electric/L&T/Schinieder. = 1 No

Installation of global system for mobile communication based module to give On and Off command to enable switch on switch off starter Make Armatin Electirc/L&T/Schinieder. = 1 No

Installation of Mobile applicatin ( Android/IOS) to give on and off command to enable switch on switch off command to starter through a mobile app and also it should give message about the ON and OFF status of starter make Armation Electric/L&T/Schinieder. = 1 No

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: 5659-1970 (latestwith upto date ammendments) read with BIS: 9137-1978 (latest edition) suitable for lifting Clear 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( Marrathon) /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:- SITE CONDITION:- Total head= 200.61 Mtr, Discharge required= 20.11 LPS each set, No of pump required= 3 Nos set working, Length of R/main= 3680Mtr, Dia of R/main= 350mm dia GMSERW pipe. Locaton of the site of installation of machinery= The site is located at a distance of 10 KM from Nagrota Surian Railway Station and 1 KM for head load ( for the installation of both machinery). The Altitude of pump= The Altitude of place is 476 mtrs above MSL, Type of current= AC three phase supply , Rated voltage= 400+/-10% volts , Type of water and its Charactristics of water= Clear water from desilting tank, a) Amblent= 250C, b) Turbidity NTU= Upto 10 NTU, c) Hardness 260 Mg/Ltr --- d) PH value= 6.5 to 8.5, e) Total solid Mg/Ltrs) PH Value -- No of working hours= 20.00 Hours. Limit of pump= In the complete of Range of +10% & (-) 15% of total head at required discharge. RPM of pumping=2900 RPM ( or to be specified by the tenderer), Test Run= 20 Hours continueously for 7 days. Static head:- 185 Mtr

Supply and fixing of double flanged cast steel sluice valve heavy size one dia higher than pump size to delivery of pump class ASA-150 of Kirloskar/Kilburn/Leader make conforming to BIS 14846-2000 latest with up to date ammendments having seat pressure of 21.00kg/cm2 complete in all respect. = 3 Nos.

Supply of Kirloskar/ Kilburn/Leader make Cast steel double flanged (swing check type) reflux valve class ASA-150 conforming to relevants BIS 1868-API-600 latest edition) 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 presure of 21 Kg/Cm2 . = 3 Nos.

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 70.00 mm^2 ( From HPSEB Meter to Switch & Starter). = 18 mtr

On motor side 3 core flat joint less copper cable of size 50.00 mm^2 ( From Switch & Starter to Motor) pump installed in the bore. = 45 mtr

P/L 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 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 250 mm dia = 30 mtr

Delivery pipe 350 mm dia = 10 mtr

Common header = 300 mm dia = 20 mtr

Providing and fixing double loop earthing with copper plate 600x600x3mm thick electrode and copper strips (20x3mm) complete including providing material such as charcoal, common salt, GI. Pipes, thimbles, nuts and bolts, digging of pits, GI. Wiring 4 SWG and 20x3mm copper strips of required capacity conforming to BIS: 8034-1978 latest with upto date amendments for above motors and other electrical equipment’s.( For both machinery)

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. = 1 Job

Supply , Installation, Testing and Commissioning of Fully Automatic LT Panel for centrifugal 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 of rating 100 HP automatically through Variable Frequency Drive Starter. Starter should be capable to handle all the faults like short circuit, over current, under current, over voltage, under voltage, dry pump protection. It should get on and off command automatically from PLC and HMI. Monitoring and controlling of Pump running and tripping status should be monitored and controlled remotely through IOT enabled device. Access should be given to 3 users. Make: Aarmation Electric Private Limited/MAS/ELLES = 1 No

Star delta and mains power contacters of required rating as per type 2 co- ordination for 15 HP starter. = 3 Nos

Voltage protection device to protect panel from over voltage and under voltage. = 3 Nos

Single phasing and phase reversal protection device to safeguard system from single phasing and phase reversal of the supply voltage. = 3 Nos

Multy function meter indicating different parqameters like Cuyrrent, Voltage, KWH, PF< THD etc with RS 485 communication make Aarmation/L&T/Schneider/Seimens. = 1 No

Main incomer MCB/MCCB suitable capacity of L&T/Schneider/ABB make on the feeder for pumping set confirming to BIS: 2516-1985 ( latest editio = 1 No

Indvidual starter incomer MCCB/MCB suitable capacity of L&T/Schneider/ABB make on the feeder for pumping set confirming to BIS: 2516-1985 ( latest edition) = 3 No

Three phase indicating lamps complete with logged switches for individual moutors conforming to BIS 3452 ( Part-I&II) latest with upto date ammendments. = 1 No

LED On/Off and trip indicator and push buttons, Control and power wiring, Power capacitor, Cooling fan 230 VAC, Control terminal, Bus bar, i.e. Bolt, insulator etc. = 3 Nos.

Surge suppressor device with Isolating MCCB to eliminate the power surges due to lightening and system surges. = 1 No.

Control Transformer to provide a stable control voltage to safeguard the control circuit of all the components from the voltage surges and spikes. = 1 No

PLC( Programmable Logic Controller) with appropriate digital and analog inputs and outputs to give automatic command to Star Delta Starter Panel/Energy Saving Variable Frequency Starter panel and also will get data from function meter for current, voltage, kWh, PH and THD of make Aarmation Electric/Bechoff Automation/Rockwell Automation/Mitsubishi/L&T complete inall respect to make the components functional upto date ammendments and complete satisfaction of Engineer-in-Charge. = 1 No.

Eletronic relay card 8 Channel for PLC system. = 1 No.

SMPS 4.5 Amp to energise PLC system = 1 No.

Control MCB for Automation system. = 1 No

Intallation , Commissioning and Software Development. = 1 No

SEWA SINGH

sanjeev kumar

Naresh Kumar

Vijay kumar kushwaha

gagan ohri

Universal Electric Engineers

ARUNESH GUPTA

Vinay Kumar