Providing Water Supply for proposed Admin Block at village Panjuana from proposed BDP site in tehsil Haroli Distt Una HP

Amount

Excavation in foundation, trenches in earth work in all kinds of soil,such as pick work,jumper work.blasting work in hard rock and soft rock and in saturated soil etc. i/c all leads and lifts , stacking the excavated soil not more than 3 mtrs. clear form the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinth, sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth as per the direction of the Engineer-in-Charge.

Providing & laying cement concrete 1:5:10 (1 Cement: 5 Sand:10 Graded stone aggregate 40mm nominal size) with 15% plum and curing complete excluding cost of form work in R/wall, B/ wall, the size of plums shall usually be 150mm to 300mm as per HPPWD specification within all leads and lifts.

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

Brick work using common burnt clay building bricks in foundation and plinth in Cement mortar 1:4 (One cement: Four sand) within all leads & lifts.

Ist class brick work using common burnt clay building bricks in foundation and plinth in cement mortor 1:6 ( 1 cement: 6 sand ) in all leads and lifts as per the direction of the Engineer-in-Charge.

Ist class brick work using common burnt clay building bricks in superstructure in cement mortor 1:6 (1 cement :6 sand) in all lead and lifts as per the direction of the Engineer-in-Charge.

Providing and fixing pressed steel door frame manufactured from commercial MS sheets of 1.25 mm thickness including hinges jump lock jamb, bead if required angle thrshold of MS angle 50x25 mm or base ite of 1,25 mm presses MS welded or rigidly fixed together by mechanical means, adjustable lugs with split and tails to each jamb including steel butt hinges 2.5 mm thick with guards, lck strike plate and shock as specified and laying a coat of steel Profile "A"

Providing and fixing pannelled glazed and panalled and glazed shuttrs for doors ,windows and clerestory windows including bright finshied /black enemelled iron butt hinges with necessary screws fIst class deodar wood 40 mm thick. 2 nd class deodar wood complete in all respect and as per the direction of the Engineer - in- Charge.

Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm. so as to give a fair finish including centering, shuttering, struting and propping etc. with wooden battens and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 mtrs. and removal of the same for in situ-reinforced concrete and plain Concrete work in :-

Foundation, footing and bases of columns etc. and mass concrete within all leads and lifts complete in all respect.

Flat surfaces such as soffits of suspended floors, roofs, landing and the like Floors etc. upto 200 mm thickness in all leads and lifts and as per the direction of the Engineer-in-Charge.

Beams,cantilever,girders and lintels.Sides and soffits of beams,beam haunchings, cantilevrs, bressumers and lintles not exceeding 1.00 mtr.in depth in all heights from floor.

Providing and laying cement concrete 1:1.5:3 ( 1cement : 1.5 sand : 3 graded stone aggregate 20 mm nominal size ) as per IS-456-2000 (with up to date ammendments) and curing complete excluding the cost of form work and reingorcement for reinforced concrete work in :-

Foundation, footing and bases of columns etc. and mass concrete within all leads and lifts complete in all respect.

Suspended floors, roofs, landing and shelves and their support balconies, beams, girders, bressumers and cantilevers upto floor to level complete in all respect i/c carriage of materials with in all leads and lifts.

Providing mild/tor steel reinforcement of RCC work i/c bending ,binding and placing in position in complete up to floor two level in all leads and lifts and as per the direction of the Engineer-in-Charge.

Half brick work using common burnt clay building bricks in super structure above 1st. floor level in cement mortar 1 : 4 ( 1 cement :4 sand) of 2nd. Class bricks complete in all lead and lifts as per the direction of the Engineer-in-Charge.

Pointing on brick work with cement mortor 1:3 ( 1 cement: : 3 sand ) in all leads and lifts as as per the direction of the Engineer - in- Charge.Cut or weather struck.

Providing and laying brick tiles over mumty /terrace roofs grouted with cement mortar 1:3 ( 1 cement : 3 sand) over a 12mm(twelve millimeter) layer of cement mortar 1:3( 1 cement : 3 sand ) and finished neat including carriage of material with in all leads and lifts and other incidentals.

6 mm thick cement plaster to ceiling with cement mortar 1:3( 1 cement : 3 sand ) including carriage of material with in all leads and lifts and other incidentals.

15 mm cement plaster in single coat on rough side of brick masonry for interior plastering upto floor two level including arrises, internal rounded angle, chamfers and or rounded angles not exceeding 80 mm in girth and finished even and smooth with cement mortor 1:3 ( 1 cement :3 sand ) in all leads and lifts as per the direction of the Enginner-in-Charge.

20 mm cement plaster in single coat on rough side of brick /stone/ concrete walls for interior plastering upto floor two level including arrises, internal rounded angles, chamfers and or rounded angles not exceeding 80 mm in girth and finished even and smooth with cement mortor 1:6 ( 1 cement :6 sand ) in all leads and lifts as per the direction of the Enginner-in-Charge.

Providing and fixing MS grills of required pattern in wooden frame / pressed steel frame with MS flates square / rounds bars 12 mm dia with round headed bolts and nuts of by screws in all leads and lifts and as per the direction of the Engineer - in- Charge Plain grills.

Providing and fixing wire gauge shutters using galvanized MS wire gauge of I.S.gauge designation 85G(eighty five ) with wire of dia 0.56 mm(zero point five six millimetre) for doors windows and clerestory windows including bright finished black enameled iron butt hinges with necessary screws 40mm(forty millimetre )thickof second class deodar wood with in all leads and lifts and as per the direction of the Engineer - in- Charge.

Providing plinth protection 50 mm thick in cement concrete 1:3:6 ( 1 cement :3 sand : 6 graded stone aggregate 20 mm nominal size ) in all lead and lifts as per the direction of the Engineer - in- Charge.

Constructing brick masonary 'U' shape open surface drain with side wall. 15 x 22 cm in cement mortar 1:6 ( 1 cement : 6 sand) and inside plastering with cement plaster 1:3 ( 1 cement : 3 sand) including earth work and laying 10 cm cement concretein 1:5:10 ( 1 cement : 5 sand :10 graded stone aggregate of 40 mm nominal size) and 7.5 cm.cement concrete 1: 2:4 ( 1cement : 2 sand : 4 graded stone aggregate 20 mm nominal size ) and finished with a floating coat of neat cement complete as per standard design.

Providing 40x3mm flat iron hold fast 40 cms long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 30x10x15 cms 1:3:6 ( 1 cement :3 sand : 6 graded stone aggregate 20 mm nominal size ) complete in all respect as per the direction of the Engineer -in- Charge.

P/F MS fan clamps type 1 of 16 mm dia bar bent to shape with hooked ends in RCC slab during laying including painting the exposed portion of roof as per standard design complete in respect .

White washing with lime on undecorated wall surface ( two coats) to give an even shade including throughly brooming the surface to remove all dirt ,dust mortor drops and loose scale of lime wash and other foreign matter complete in in all respect as per the direction of the Engineer-in-Charge.

Distempering with dry distemper of approved brand and manufacture ( Two coats) and of required shade on undecorated wall surfaces to give an even shade over & including a primer coat of whiting after thoroughly brushing the surface free from mortar droppings and other foreign matter including preparing the surface even & sand papering / smooth including carriage of material in all leads and lifts.

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

Providing and fixing sliding door bolts anodized transparent or dyed to required shade and colour with screws etc. complete in all respect 250x16 mm

Providing and fixing tower bolts barrel type anodized transport or dyed to required shade and colour with screws com lete in all respect. 250x10mm.

Providing and fixing aluminium handle anodized transparent or dyed to required shade and colour with screws etc. complete in all respect 100mm dia

Cement concrete flooring 1:2:4 (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size ) laid in one layer finished with floting coat of neat cement in all leads and lifts and as per the direction of the Engineer-in-Charge 40 mm thick.

Applying priming coat over new wood and wood based surfaces after and including preparing the surface by throughly cleaning oil, greas,dirt,and other foreign metter with ready mixed paint brushing wood primer pink complete in all respect as per the direction of the Engineer-in-Charge.

Painting two coats excluding priming coat on new wood and wood surfaces with ready mixpaint to give an even shade including cleaning the surface of dirt ,dust and other foreign matter sand papering and stoping complete in all respect as per the direction of the Engineer - in - Charge.

Steel work welded in built up section,trusses & frames work i/c cutting hoisting,fixing in position & applying a priming coat of red lead paint :- in grating,framed guard, bars, ladders, railng,bars, bracket & similar work. complete in all respect.

Construction of RCC M-30 design mix over head Main Storage Reservoir/ sector storage tanks/ Under Ground Collection Tank various dia & Staging Height from ground level to bottom of Dome slab of inlet clear water tank scour & over flow pipes as per details given below from ground level to tank including heads of required degrees valves of required size conforming to relevant codes RCC Sprial 10 M wide star case/MS stair case including MS pipe railing as per IS specification, steel Iadder 45 cms wide of usual Height as per site requirement, M.S manhole cover (medium duty) of 500mm dia and weight of frame and cover should not be less than 30 kg, ventilator at top Dome with minimum opening of 90x90cms water level indicator including floats and measuring gauge, lightening conductor with earthing arrangement etc The RCC over head reservoir shall include rendering/plastering of the uneven expose surface ,two coats of snowcem paint and any other component required for the completion of the job to the entire satisfaction of Engineer-in-charge. The offers shall also include detail structural drawing/ design calculations to be approved by the competent Authority based on the raft foundation by taking seismic forces in the design calculation expansion joints as required at site The offer shall also include the cost of providing and fixing of GMS/GMSERW pipes, and valves/fittings complete including duck foot bends, puddle collars expansion joints etc connecting with rising main & distribution main with requited length from the edge of foundation and any other components required for the completion of job up to the entire satisfaction of the Engineer-in-Charge (Data Sheet No.3)

C/o OHSR Main Storage Tank at "Point B" (With 20.00 mir stagg. Height) 2. Nos Tanks of 650000 Liter Cap each = 1300000 Liters (Data Sheet No. 3A)

C/o OHSR Main Storage Tank at "Point C" (With 20.00 mir stagg. Height) 1. No Tanks of 200000 Liter Cap (Data Sheet No. 3B)

C/o UG Collection Tank Tank at "Point A" at Haroli 1. Nos Tanks of 320000 Liter Cap (Data Sheet No. 8C)

Pdg, Laying,Jointing and Testing in trenches Galvanized mild steel flanged/butt welded pipe of below mentioned dia and grade conforming to IS 1239-2004 (with latest ammendments The M.S. flanges are to be provided 5% of total joints as per table below conforming to 6392-1971 ( Latest uptodate ammendments) and welding of M.S. flanges with pipe as per IS: 816-1965 with electrode as per IS: 814-1967 including required Nos. and size of M.S. nuts and bolts as per IS: 1369-1967 and compressed asbestos fibre jointing gaskets sheet not less than 3mm thick as per IS: 27121-1965. The welding of flanges to be done on both faces in three layers in each face to make the joints leak proof including all kind of specials such as bends of all degree to be made from parent tube, short pieces, tail pieces all made from parent tube and to the entire satisfaction of enginer-in-charge. The pipes end should be bevelled suitable for butt welding. The circumferencial butt welded joints ( 95% of the total joints) by electrical arc welding to following dia & class pipes,welding of pipes to be done in three layers to make the joints leak proof and to achieve the minimum effective throat thickness of weld conforming to IS- 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm of Advani oerlikon (Adore)-CITOJET/ESAB make, conforming to IS 814-1991, at site of work complete in all respects and including DPT test for joints & manual/mechnical handing of pipes. The laying of pipe shall confirm to BIS-5822 (with latest ammendments uptodate), including all kind of specials such as bends of all degree to be made from parent tube, short pieces, tail pieces all made from parent tube within all leads and lifts. ( Earth work in trenches, M.S. flanges and butt welded joints to be measured and paid for separately).

GMS pipe (Medium Grade) 150 mm dia for R//Main No. 1 from RD. 0 to 20 & For R/Main No. 2 from RD 0 to 325.

GMS pipe (Medium Grade) 100 mm dia for R//Main No.4 from RD 0 to 1175 .

Providing, Laying, jointing and testing & Commissioning of bevelled ended GMSERW pipe with circumferential butt welded joints (95% welded and 5 % flanged) wherevever required by electrical arc welding (welding thickness shall be equal to pipe wall thickness) and testing of GMSERW pipe of following dia metres conforming ot IS 3183-2012, having wall thickness as specified below capable of withstandig required test pressure, including manufacturing and fabrication of reducers/tapers, all short pieces, bends etc as per site requirement made from parent tubes. The laying of pipe shall also include welding of flanged joint of duly welded every sistrn pipe in three layers (one inner two outer) and all operations such as cutting, welding, jointing, fabrication of bends, tees making bevelled pipe ends suitable for butt welding, lowering & laying in excavated trenches to ensure required level complete in all respect to the best satisfaction of the Engineer-in-charge (Earth work in treches and the cost of providing flanges i/c nut & bolts, gasket and circumferential butt welded joints will be measured and paid for separately). The fabricated bends should have three or four cuts having radius not less than 5 times of diameters of pipe. The welding electrodes shall be as per IS 814 of Advani, Oerlikon/L&T of ISI make. The damaged portion of pipe if damaged during laying/jointing, operation of pipe all other special made for the parent tube shall be AWWA specification C-203-1978. The rate also include entire darriage of material, flushing, cleaning and testing pipe D.P. test of but welded joint complete in all respect & best satisfaction & direction of Engineer in Charge.

200 mm dia GMSERW pipe (L-290 X42) 4.80 mm thick . (For R/Main No. 3 from RD. 0 to 7185.

Providing and welding M.S. flanges @5% at suitable point, conforming to following tables as per IS: 6392-1971 (Latest with upto date amendments) with plain end GMS/MSERW pipe in three number (2 outer and 1 inner) of layers on both faces to make the joint leak proof (The cost of providing and laying of MSERW pipes to be measured and paid for seprately). 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 gasket sheet nuts & bolts. The thickness of gasket sheet not less then 3.00 mm conforming to IS 2712-1998. The work shall be done to the entire satifaction of engineer in charge with in all leads and lifts to the entire satisfaction of Engineer-in-Charge.

MS flange 100 mm dia Table- 17 for Rising Main No. 4 from RD. 0 to 750

MS flange 100 mm dia Table- 5 for Rising Main No. 4 from RD. 750 to 1175.

MS flange 150 mm dia Table- 17 for Rising Main No.1. from RD. 0 to 20 & R/Main No. 2 from RD. 0 to 325.

MS flange 200 mm dia Table- 28 for Rising Main No. 3 from RD. 0 to 2280..

MS flange 200 mm dia Table- 23 for Rising Main No. 3 from RD. 2280 to 3420..

MS flange 200 mm dia Table- 17 for Rising Main No. 3 from RD. 3420 to 5700.

MS flange 200 mm diaTable- 11 for Rising Main No. 3 from RD. 5700 to 6840..

MS flange 200 mm diaTable- 5 for Rising Main No. 3 from RD. 6840. to 7185.

Providing circumferential butt welded joints by electrical arc welding to GMERW pipe, welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS 816-1969 specifications, by using welding electrodes conforming to IS 814-1991 at site of work complete in all respects, including manual/mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.

GMS pipe (Medium Grade) 150 mm dia for R//Main No. 1 & 2.

GMS pipe (Medium Grade) 100 mm dia for R//Main No.4

200 mm dia GMSERW pipe (L-290 X42) 4.80 mm thick .For R/Main No. 3 fro RD. 0 to 7185.

Providding and fixing double flaned cast steel NRVof 200 mm dia of Kirloskar/ Leader make confirming to BS 1868/API6D class ASA 300 i/c welding of M.S flanged in 3 layers on both faces to make the jointleak proof and capable of nominal sheet pressure 52.00 Kg/cm2 etc

Providding and fixing double flaned cast steel NRVof 200 mm dia of Kirloskar/ Leader make confirming to BS 1868/API6D class ASA150 i/c welding of M.S flanged in 3 layers on both faces to make the joint leak proof and capable of nominal sheet pressure 21.00 Kg/cm2 etc

Providing and fixing cast iron refluxe valve of 100 mm dia PN1.6 of Kirloskar / Leader make confirming to IS 5312-1984 including of MS flange.

P/F screw type cast iron air valve of 40 mm Double ball type valve type of Leader make confirming to BS1452-90 with up to date ammendments as per class P-10 to with stand sheet pressure 11.22 kg/m2

P/F screw type cast iron air valve of 25 mm single ball type of Leader make confirming to BS1452-90 with up to date ammendments as per class P-10 to with stand sheet pressure 11.22 kg/m2

Wiring for light point / fan point / exhaust fan / call bell point with 1.5 Sq. mm. PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in surface/recessed PVC conduit and earthing the light point with 1.5 Sq.mm. HRFRLS/PVC insulated single core copper conductor cable complete in all respect. "Group-C"

Wiring for power plug with (2x4 Sq.mm) PVC insulated,heat resistant flame retardant(HRFR) and low smoke single core(flexible)copper conductor cable in surface/recessed PVC conduit along with 1 No. 4 Sq.mm. HRFRLS/PVC insulated sigle core copper conductor cable for earthing as required including carriage of material with in all leads & lifts complete.

Wiring for light plug with (2x1.5 Sq.mm) PVC insulated,heat resistant flame retardant(HRFR) and low smoke single core(flexible)copper conductor cable in surface/recessed PVC conduit along with 1 No. 1.5Sq.mm. HRFRLS/PVC insulated sigle core copper conductor cable for earthing as required including carriage of material with in all leads & lifts complete.

Wiring for circuit/sub-main with 2x6 Sq. mm size PVC insulated heat resistant flame retardant (HRFR) and low smoke single core (flexible) copper conductor cable in surface/recessed PVC conduit along with 1 No. HRFRLS/PVC insulated single core copper conductor cable of same size for earthing as required including carriage of material with in all leads & lifts complete.

Supplying and fixing metal box of 180mmx100mmx60mm deep (nominal size) on surface/recess with suitable size phenolic laminated sheet cover in the front including providing and fixing 3 pin 15/16 amps socket outlet and 15/16 amps, piano type switch, connections, ainting etc. as required..

Supply anf fixing backelite battens/ angle holders including connection as required

Providing, Installation, testing and commissioning of ceiling fan with regulator, including wiring the down rods of standard length (up to 30 cm) with 16/0.20 mm twin twisted flexible, cotton braided, copper cable, including providing and fixing phenolic laminated sheet cover on the fan box and earthing etc. as required with in all leads & lifts complete. Ceiling Fan 1200 mm sweep, Category-A

Providing, Installation, testing and commissioning of prewired flourscent tube fitting 1x40 watt box type Cat A i.e. Bajaj make complete with balast starter and capacitor but excluding flourscent tube rod suitable to operate on 240volt single phase AC supply directly on surface with copper wiring as required complete as per direction of the Engineer-in-charge.

Supplying and fixing 40 to 63 amp rating 240 volts "L" series MCB of single pole in the existing MCB DB complete with connection, testing and commissioning etc as required with in all leads & lifts complete.

Supplying and fixing of following way, single pole and neutral sheet steel MCB distribution board, 240 volts, on surface / recess, complete with tinned copper bus- bar, wireset, neutral link, earth bar, din-bar, detachable gland plate, blanking plate, cable, identification labels interconnections, phosphatized and powder painted, including earthing etc. as required with in all leads & lifts complete.Double door-8 way

Supplying and fixing 32 Amp rating 240 volts Gseries miniature circuit breaker of folloing poles in the existing MCB DB complete with connections, testing and commissioning etc. as required with in all leads & lifts complete. Cat. A Single pole.

Earthing with G.I earth pipe 4.5 mtr. long and 40mm dia, including accessories and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. ( but without charcoal or coke and salt ) complete as required.

Extra for using salt and charcoal for pipe earth electrode complete as required.

Supplying and laying 6 SWG G.I. wire on surface / recess for loop earthing as required complete as per direction of the Engineer-in-charge.

P/F street light fixture 40watts 4 feet long complete with choke starter i/c connection complete as required complete as per direction of the Engineer-in-charge.

Submersible Pumping machinery

Supply of 3 star Rated submersible pumping set of KSB /Calama /Johnston /Crompton/ BS/ SABAR / Oswal /Kirloskar make conforming to latest relevant BIS Code 8034:1976. The pump should be fitted with bronze impeller or suitable alloys suitable for handling Clear water having greased packed bearings and shaft with wound stator on motor side and with soft protection sleeve on pump side ensuring better life for shaft coupled to a submersible squirrel cage electric induction motor of 3 star rating (water proof type) of required HP & 2900/1450rpm of reputed make conforming to BIS 9283-1979 latest with upto date amendments, totally dust and water proof for submersible duty isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed lubricated bearings and provided with stainless steel thrust bearing plate to with stand non vertical loads with minimum wear and tear. The power of electric motor/motors should be at least (+) 10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-) 15% of the duty point head. It should also be fitted with a device to take up expansion of water with the heating of motor. The pump set should include water level guards, erection clamps , cable clips and depth gauge ,Sluice valves,NRV, common header & Actuated valves etc.including:- ( Data Sheet No. 1)

40 HP Heavy Duty VFD panel of Dantos/ABB/Siemens with Electronic Programmable Byepass System for the Percolation well Suitable for seamless integration to the Advance cloud One VFD Panel for one Pump for each Percolation well 2 Main +2 Standby configuration

Fully Wired Automation panel consisting of Advance Smart Controller to control and Monitor all precess of the pump house,program the required interlock suitable for seamless integration to the Advance Cloud ( 2+2)

Non Contact,High Frequancy,High Accuracy level RADAR for Percolation Well

Fully Program Linux Based Online Router for cloud connectivity Data Transfer via MQTT/JSON Protocol.

16.51 LPS with Head of 81.10 m ( 2 No. Set i/e 1 Working & 1 Stand By ) T/Well-1

16.51 LPS with Head of 85.51 m ( 2 No. Set i/e 1 Working & 1 Stand By ) T/Well-2

PUMPING MACHINERY CENTRIFUGAL:- Supply ,Installation ,Testing & Commissioning of enrgy efficient horizontal spindle, horizontal/ radial split casing/end suctions (back pull out arrangement)single/ double/multistage centrifugal pump suitable for operation, in parallel of recommended make such as Mather and platt/KSB/Kirloskar /Beaconweir confirming to BIS-1520-1980 with upto date ammendments, read with IS:9137-1978 or latest edition suitable for lifting clear water for under mentioned characteristics with bronze/Bronze with 2.5% Nickel impellers, priming funnels of dia 405mm casing ring and shaft sleeves of bronze/ steel, shaft of SS:410/AIS 1431 Chrome plated with cast iron casing or as per manufacturer specification relevent to the technical parameters of NIT coupled directly through a flexible coupling on a Common MS base plate to squirrel cage induction motor TEFC type energy efficient minimum IE2 compliance conforming to IS:- 12615-2018 with upto date ammendments of standard make such as Kirloskar/BHEL/ Crompton/NGEF/GEC/ Siemens/ Jyoti/ ABB/Marathon and suitable for operation on LT, 50 cycles/second 3 phase AC electric supply. The pump set should include water level guards, erection clamps , cables , depth gauge, double loop earthing, NRV, common header,Sluice valves and actuated valves of approved class including errection charges etc. The power of electric motor/motors should be at least (+) 10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-) 15% of the duty point head. The starting current of the motor shall be limited to not more than 4.5 to 5 times of full load current including:- ( Data Sheet No. 2)

240 HP Heavy Duty VFD Panel of Danfoss/ABB/Siemens with Electronic Programmable Byepass System for the Lift Scheme. Suitable for Seamless Integration to the Advance Cloud 1 Running and 1 Standby Configuration

Fully Wired Automation Panel consisting of Advance Smart Controller to Control and Monitor all process of the Pump House , Program the required Interlocks . Fully Programmable SCADA System with Local Data Logging , Cloud Connectivity , MQTT Protocol , Customised Reporting and Emailing Package. Centralised SCADA should have In Built IOT MQTT Protocol with Unlimited Tags and All Open Protocols for Field Communication . The SCADA Shall be communicating to Remote Devices and Stations Via Advance Cloud System . The SCADA System should be capable of Storing the Historical Data in a Standard RDBMS and should be providing Real Time Data Analytics , Historical Reports & Trends , Alarms as per the Requirement of Engineering In Charge of Jal Shakti Department (1+1)

Non Contact , High Frequency , High Accuracy Level RADAR for Clear Water Tank

Industrial Grade PC with UPS for the Installation of the SCADA , Core i5 Processor , 16 GB RAM , MS Windows 10 Pro , MS Office , MS SQL Database , LAN & Wifi Interface , 3 Years Support

Industrial Grade Monitor suitable for Interface with the PC . Size 32in , Fully Edge to Edge

Laser Jet Printer A4 Size for Taking the Prints of the Reports . HP/Samsung

Fully Programmable , Linux Based Online Router for Cloud Connectivity. Data Transfer via MQTT/JSON Protocol

33.02 LPS with Head of 300.80 m - 2x240 HP ( 2 Nos. Set i/e 1 Nos. Working & 1 No. Stand By ) 1st stage ( Pump

PUMPING MACHINERY CENTRIFUGAL:- Supply ,Installation ,Testing & Commissioning of enrgy efficient horizontal spindle, horizontal/ radial split casing/end suctions (back pull out arrangement)single/double/multistage centrifugal pump suitable for operation, in parallel of recommended make such as Mather and platt/KSB/Kirloskar /Beaconweir confirming to BIS-1520-1980 with upto date ammendments, read with IS:9137-1978 or latest edition suitable for lifting clear water for under mentioned characteristics with bronze/Bronze with 2.5% Nickel impellers, priming funnels of dia 405mm casing ring and shaft sleeves of bronze/ steel, shaft of SS:410/AIS 1431 Chrome plated with cast iron casing or as per manufacturer specification relevent to the technical parameters of NIT coupled directly through a flexible coupling on a Common MS base plate to squirrel cage induction motor TEFC type energy efficient minimum IE2 compliance conforming to IS:- 12615-2018 with upto date ammendments of standard make such as Kirloskar/BHEL/ Crompton/NGEF/GEC/Siemens/ Jyoti/ ABB/Marathon and suitable for operation on LT, 50 cycles/second 3 phase AC electric supply. The pump set should include water level guards, erection clamps , cables , depth gauge, double loop earthing, NRV, common header,Sluice valves and actuated valves of approved class including errection charges etc. The power of electric motor/motors should be at least (+) 10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-) 15% of the duty point head. The starting current of the motor shall be limited to not more than 4.5 to 5 times of full load current including :- (Data Sheet No. 1) (

15 HP Heavy Duty VFD Panel of Danfoss/ABB/Siemens with Electronic Programmable Byepass System for the Lift Scheme. Suitable for Seamless Integration to the Advance Cloud . 1 Running and 1 Standby Configuration

Fully Wired Automation Panel consisting of Advance Smart Controller to Control and Monitor all process of the Pump House , Program the required Interlocks . Fully Programmable SCADA System with Local Data Logging , Cloud Connectivity , MQTT Protocol , Customised Reporting and Emailing Package. Centralised SCADA should have In Built IOT MQTT Protocol with Unlimited Tags and All Open Protocols for Field Communication . The SCADA Shall be communicating to Remote Devices and Stations Via Advance Cloud System . The SCADA System should be capable of Storing the Historical Data in a Standard RDBMS and should be providing Real Time Data Analytics , Historical Reports & Trends , Alarms as per the Requirement of Engineering In Charge of Jal Shakti Department (1+1)

Non Contact , High Frequency , High Accuracy Level RADAR for Clear Water Tank

Industrial Grade PC with UPS for the Installation of the SCADA , Core i5 Processor , 16 GB RAM , MS Windows 10 Pro , MS Office , MS SQL Database , LAN & Wifi Interface , 3 Years Support

Industrial Grade Monitor suitable for Interface with the PC . Size 32in , Fully Edge to Edge

Laser Jet Printer A4 Size for Taking the Prints of the Reports . HP/Samsung

Fully Programmable , Linux Based Online Router for Cloud Connectivity. Data Transfer via MQTT/JSON Protocol

6.60 LPS with Head of 48.46 m ( 2 Nos. Set i/e 1 Nos. Working & 1 No. Stand By ) 2nd stage

Unipro Techno Infrastructure Pvt Ltd

National India Construction Co.