Source level augmentation of various WSS under Jawalamukhi constituency under JJM

Amount

Percolation well:- Designing, Constructing, Testing & Commissioning ( to be approved by the competent authority) and Construction of Percolation well with 6.00 mtr internal diameter and 12.00 mtr depth ,having RCC Circular structure, Roofing with RCC slab, Walk way/peasage CI Rungs inside the percolation from top to bottom and steel stair case from ground level to top of percolation well with connecting path having arrangement of chain pulley of suitable capacity for lowering the pumping machinary complete in all respects to the entire satisfaction of the Engineer-in-charge. The contractor shall provide 6 sets of approved drawing and design with one soft copy to the department. ( Data Sheet No.1 Vol-II)

Designing and Construction ,testing and commissioning of waterTreatment plant 1.83MLD :- The scope of work includes the construction of 1.83 WTP capacity water treatment plant capable to treat the raw water of the quality specified in the basic design data to produce clear water as per the requirements of CPHEEO manual on water supply and treatment and as specified in basic design data. The water treatment plant shall include the construction of inlet chamber,raw water tank, presettling tank,V-/Notch,mixing channel, alum solution/mixingtanks and dosing arrangement,hydraulic flocculator, settling tanks, rapid sand filters complete with back wash arrangement,clear water tank, plant building(for housing chemical store cum dosing room, water testting laboratory cum attendentroom(toilet),supply of laboratory requirement,piping,valves mechanical/ electrical equipmentelectricwiring & panel boards,sanitation, interconnecting paths, site development upto a minimumof3mfrom edge of battery limit of plant, retaining and breast walls and fencing.Thefirm shallsubmitthe detailed hydraulic and structural design and drawings( 6copies)for each component oftreatmentplant which shall be approved by the department before the work is started.

The design/drawingsof the mechnical/ electrical equipment & wiring etc. along with manufacturersspecificattion/design also be submitted for approval by the department.Onthe completion of allcivil,mechnical and electrical works the contractor shall test run the plant for one week beforehanding over the same to the department at the cost of the contractor.However,electrical chareges shall be borne by the department. During this period the daily testing of raw water and treated water samples shall be done ( Complete record of the test results and the flow measurements shall be kept during this period.) If the performance of various units of thetreatment plant is as specified in CPHEEO manual, the plant shall be formally taken over by the department,otherwise the contractor shall make necessary change / repairs to improve theefficiency of the unit/plant.The contractor/ firm shall run and maintain the plant for three month afterhandingover the plant to the department. During this period the firm shall depute at leastt onetrainedperison to train the departmental persons in operating, maintaining the plant and regulartesting of the raw water and treated. ( Data Sheet No.2 Vol.II)

Pump House:- Designing, Constructing, Testing & Commissioning (to be approved by the competent authority) Construction of RCC framed pump house 5 mtrs height , including Gantry system of Pump Houses at following Locations including all allied Civil Works, internal & external Electrical work wiring, Sanitay work, excavation in foundation in all kinds of soils, c/o Toilets, c/o Septic Tanks of capacity for required users, including cost of site development required as per site condition,internal and, external landscaping, dewatering including P/F 5 Tonne chain pulley / Gantry alongwith MS rail along longitudinal wall of approved ISI make electrically operated alongwith all allied accessories and painting with asian apex ultima with priming coat and wall putty and fire fighting system complete as directed by engineer in charge. (Ref data sheet No. 2 & 3 for further details.). The contractor shall provide 6 sets of approved drawing with design and one soft copy to the department. ( Data Sheet No.3 Vol.II)

Pump house over P/Well. 9.0 Sqm.Each

Pump house at Adhwani near headworks 183.80Sqm.(With Gantry System)

Designing, Constructing, Testing & Commissioning (to be approved by the competent authority) RCC Circular under ground/partial under ground storage reservoirs as per capacity given below at various stages/sites including excavation in foundation in all kinds of soil. including PCC (1:3:6) in foundation and M:30 design mix in bottom slab/raft ,walls and beams. And RCC (1:1.5:3) in roof slab/dome with provision of inspection path around the dome with all alied Civil Works such as c/o chamber for valves, refilling and disposing of surplus excavated earth with in all leads and lifts. The job also includes providing lowering, laying, erecting, hoisting and jointing of pipe assembly for inlet, outlet, overflow and scour pipe with bye pass arrangement consisting of GI / MS pipes special and valves of required classes and dia and all other accessories required such as MS ladders inside and outside, CI cowl type ventilator, SFRC manhole covers with frames of heavy duty with proper locking arrangement, water level indicator. The tanks shall be hydraulically tested for water tightness, All works shall be conforming to relevant IS code. The cost of valves, be included in the rates of tanks .complete in all respects to the entire satisfaction of the Engineer-in-charge .The contractor shall provide 6 sets of approved drawing and design to the department including cost of site development required as per site conditions. ( Data Sheet No.4 Vol.II)

C/O Main Tank at Tara Devi & Collection at Headworks of 410000 Ltrs Cpacity

Sector Reserviors:- Designing, Constructing, Testing & Commissioning (to be approved by the competent authority) RCC Circular under ground/partial under ground storage reservoirs as per capacity given below at various stages/sites including excavation in foundation in all kinds of soil. including PCC (1:3:6) in foundation and M:30 design mix in bottom slab/raft ,walls and beams. And RCC (1:1.5:3) in roof slab/dome with provision of inspection path around the dome with all alied Civil Works such as c/o chamber for valves, refilling and disposing of surplus excavated earth with in all leads and lifts. The job also includes providing lowering, laying, erecting, hoisting and jointing of pipe assembly for inlet, outlet, overflow and scour pipe with bye pass arrangement consisting of GI / MS pipes special and valves of required classes and dia and all other accessories required such as MS ladders inside and outside, CI cowl type ventilator, SFRC manhole covers with frames of heavy duty with proper locking arrangement, water level indicator. The tanks shall be hydraulically tested for water tightness, All works shall be conforming to relevant IS code. The cost of valves shall be included in the rates of tanks .complete in all respects to the entire satisfaction of the Engineer-in-charge .The contractor shall provide 6 sets of approved drawing and design to the department including cost of site development required as per site conditions. ( Data Sheet No. 5 Vol-II)

Sector Storage Tank of 45000Ltr Capacity

Sector Storage Tank of 50,000 Ltr Capacity

Sector Storage Tank of 75,000 Ltr Capacity

Sector Storage Tank of 120000 Ltr Capacity

Sector Storage Tank of 125000 Ltr Capacity

Sector Storage Tank of 145000 Ltr Capacity

Sector Storage Tank of 10,0000 Ltr Capacity

Sector Storage Tank of 130,000 Ltr Capacity

Sector Storage Tank of 20,000 Ltr Capacity

Sector Storage Tank of 70,000 Ltr Capacity

Sector Storage Tank of 60,000 Ltr Capacity

Supply of star rated enrgy efficient Submersible pumping set of KSB/Calama/ WPIL/ Crompton/BS/ SABAR/ Oswal/ Kirloskar make as approved make by JSV (list attached) 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 (water proof type) of required HP & 2900/1450 rpm 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. 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, depth gauge NRV & Sluice valves of approved class etc. The work should be completed to the entire satisfaction of the Engineer-in – Charge. The HP are indicative.Since the recheck & verify and re-design of proposal/scheme is to be carried out by the lowest bidder, the design/drawings so approved by the competent authority after finalisation of design and drawings,any variation in HP and other accessories etc.The rate shall be worked out on prorata basis after approval of the competent authority and payment will be made accordingly.The rates shall be for complete Job to run the machinery in proper working. and should meet with the requirements. (Ist stage) For detailed design parameters/ requirements are given in Below. ( Data Sheet No. 7 Vol-II)

Booster stage:-7.93LPS with Head of 25.09 m - 7.50 HP 2 Nos. Set i/e 1 Working & 1 Stand By in each P/Well 1

Booster stage:7.93LPS with Head of 27.95 m - 7.50HP ( 2 Nos. Set i/e 1 Working & 1 Stand By in each P/Well 2

Booster stage:-7.93LPS with Head of 23.88 m - 7.50HP ( 2 Nos. Set i/e 1 Working & 1 Stand By in each P/Well 3

PUMPING MACHINERY CENTRIFUGAL:- Supply ,Installation ,Testing & Commissioning of star rated 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/Jyoti /Beaconweir BS&BE of approved make by (JSV) HP list attached) 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 2.5% Nickel impellers, dia of 405mm priming funnels, casing ring and shaft sleeves of shaft of SS:410/AIS 1431 Chrom in plated with cast iron casing coupled directly through a flexible coupling on a Common MS base plate to squirrel cage screen protected drip proof induction motor/TEFC/CACA of standard make such as Kirloskar/BHEL/ Crompton/NGEF/GEC/Siemens/ Jyoti/Area Brown Boven/ABB/CGL and suitable for operation on 415 (+)(-)15% volt, 50 cycles/second 3 phase AC electric supply. 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 motor/motors should be as per IS: 325-1978 with upto date amendments read with IS:900-1972. The starting current of the motor shall be limited to not more than 4.5 to 5 times of full load current.

It should include cost of bearing nuts, bolts and painting etc and should meet the following requirement (as per data sheet No. 13) including Pump sets (working + standby), All electrical equipments such as Starter, ICTP switches, MCB, Bush bar chamber, MCB, Panel board indicating lamps, Ammeter, Voltmeter, Hour run meter should be of electronic type , incoming and outgoing water proof cable for panel board, Double loop earthing, copper cable pressure gauge, capacitor, common header, sluice valve, NRV including erection and testing complete necessary piping for suction and common header and control valves alongwith electrical works including all taxes, insurance, transportation, freight charges, inspection charges, loading, unloading, conveyance to Departmental stores/ site, stacking, etc. including specials and wastage etc.; complete as per Tender Specifications and instruction of Engineer in charge. The HP are indicative.Since the recheck & verify of proposal/scheme is to be carried out by the lowest bidder, the design/drawings so approved by the competent authority after finalisation of design and drawings,any variation in HP and other accessories etc.The rate shall be worked out on prorata basis after approval of the competent authority and payment will be made accordingly. ( Data Sheet No. 7 Vol-II)

Stage 1st - 11.90 LPS with Head of 306.60m -90HP (3Nos. Set. 2 Nos Working & 1 Nos Stand By )Total HP=270 HP

Rising Mains (Data Sheet No. 6 Vol-II) Excavation in foundation, trenches (for pipes & pits) upto all depths in all classification of earth work such as pick work, jumper work, saturated soil including bailing and pumping out water, blasting soft/ hard rock or chieselling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, leveling of beds to correct grade i/c shoring /strutting , planking, timbering & dewatering wherever required, stacking the useable & unuseable material /soil separately & after laying jointing & testing of pipes, returning the useable soil in trenches in 15 cm layers including consolidating of such deposoited layer by ramming & watering & then disposing of all surplus excavated soil /unusable material as directed with in all leads & lifts Excluding restoration metalled surfaces to its original condition( Will be paid Separately) & including cost of diversion for traffic, night signals, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects with in all leads & lifts as per directions of Engineer-in-charge.

Providing , laying, jointing & testing of bevelled ended G. I pipeof approved make by JSV (HP) with circumfrential butt welded joints wherever required by electrical arc welding ( welding thickness shall be equal to pipe wall thickness) and testing of G. I pipe of following dia meters conforming to IS 1239 -2004 (Part-II), having wall thickness as specified below capable of withstanding 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 5% flanged joints of 95% duly welded 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 respects to the best satisfaction of the Engineer-in-charge (Earth work in trenches and the cost of providing flanges i/c nut & bolts, gasket will be measured and paid for separately) . The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T of ISI marked make. The damaged portion of the pipes ( If damaged during laying & jointing operation of pipe) and all other specials made from the parent tube shall be provided with anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA specifications C-203-1978. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing of pipes, D.P. test of butt welded joints complete in all respect and to the best satisfaction & direction of Engineer in charge with in all leads and lifts.

125 mm dia (Pw 1 -1800 Rmt. ) GI Pipe Medium Class (P/E)

125mm dia (Pw 2 -2200 Rmt. ) GI Pipe Medium Class (P/E)

125mm dia (Pw 3 -1350 Rmt. ) GI Pipe Medium Class (P/E)

Providing , laying, jointing & testing of bevelled ended GMSERW pipe with circumfrential butt welded joints wherever required by electrical arc welding ( welding thickness shall be equal to pipe wall thickness) and testing of GMSERW pipe of following dia meters conforming to IS 3183-2007 (Part-II), having wall thickness as specified below capable of withstanding 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 joints of duly welded every XVIth 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 respects to the best satisfaction of the Engineer-in-charge (Earth work in trenches and the cost of providing flanges i/c nut & bolts, gasket will be measured and paid for separately) . .The fabricated bends should have three or four cuts having of redius not less then 5 times of dia metrs 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 provided with anticrossibe treatnent or applying the coat of anticrossibe bitumen paint over coat as per AWWA specification C-203-1978. The rate also include entire carriage of material, flushing cleaning & testing pipe D.P.Test of but welded joint complete in all respect & best satisfaction & direction of Engineer in charge.

Main Stage: Pump house - to Tara Devi v MBR 1, 200mm X42 IS Code 3183-2007 4.80mm Wall Thickness

Providing and welding M.S. flanges at suitable point, conforming to following tables as per IS 6392-1971 (Latest with up to date amendments) with plain end GMSERW pipe in three layers with pipes at both ends to make the joint leak proof (The cost of providing and laying of GMSERW pipes and butt welded joint 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 gasket sheet nuts & bolts. The thickness of gasket sheet not less then 3.00mm conforming to IS 2712-1998. The work shall be done to the entire satisfaction of Engineer in Charge with in all leads and lifts.

Table - 17 (125mm)

Table - 17 (200mm)

Table - 23 (200mm)

Table - 11 (200mm)

Table - 5 (200mm)

Providing and fixing double flanged Cast steel sluice valve of Leader/Kirloskar make of approved make by JSV (HP) 200mm dia class ASA-300 capable of with standing nominal seat pressure 52.00Kg/cm2 and as per BS:1414/API:600 with M.S flange table-28 duly welded in both faces to make the joint leak proof within all leads and lifts and to the entire satisfaction of Engineer-in-charge. 200 mm dia

Providing and fixing double flanged Cast iron sluice valve of Leader/Kirloskar make class PN 1.6 capable of with standing nominal seat pressure 16.32Kg/cm2 and as per BS:14846-2000 with M.S flange table-17 duly welded in both faces to make the joint leak proof within all leads and lifts and to the entire satisfaction of Engineer-in-charge. 125mm dia.

Providing and fixing double flanged Cast steel swing check type reflux valve of Leader/Kirloskar make class ASA-300 capable of with standing nominal seat pressure 52.00Kg/cm2 and as per BS:1868/API-6D with M.S flange table-28 duly welded in both faces to make the joint leak proof within all leads and lifts and to the entire satisfaction of Engineer-in-charge. 200mm Dia.

Providing and fixing double flanged Cast steel swing check type reflux valve of Leader/Kirloskar make class ASA-150 capable of with standing nominal seat pressure 21.00Kg/cm2 and as per BS:1868/API-6D with M.S flange table-17 duly welded in both faces to make the joint leak proof within all leads and lifts and to the entire satisfaction of Engineer-in-charge. 125mm Dia.

Providing and fixing screwed/flanged CI air valve (Single/double ball type) of Leader/ Kirloskar make conforming to BIS-1452-1990 with upto date ammendments as per class PN-1.0 withstanding a seat pressure 15 Kg/cm2 in rising main within all leads and lifts. 40mm Dia.

GRAVITY MAIN& DISTRIBUTION SYSTEM:- Excavation in foundations and trenches (for pipes and pits) upto all depths etc. in all kinds of soil such as pick work, jumper work and saturated soil including bailing or pumping out of water, chiseling or wedging out of same where blasting is prohibited in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring strutting, planking timbering and dewatering wherever required, stacking usable and unusable material/soil separately and after laying jointing and testing of pipes, returning he usable soil in 15 cm layer by ramming and watering and then disposing of all surplus excavated soil/unusable material as directed within all leads and lifts Excluding restoration of mattelled surfaces or concrete surface to its original condition ( will be paid separately) and including cost of diversion of traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per the direction of Engineer-in-charge. ( Data Sheet No.8 Vol-II)

Providing ,Laying,jointing & testing of screwed and socketted Galvanised Mild steel tube of approved make by JSV Deptt (list attached) conforming to BIS 1239-2004 ( with upto date ammendements ) of following diameter and class including all specials and fittings as required complete as per actual site condition with in all leads and lifts as per the direction and to the entire satisfaction of Engineer-in Charge. The pipe shall be factory galvanized as per IS: 4736-1986 (with up to date ammendements) ( Earth work in trenches to be measured and paid separately )

50 mm dia L.C.

P/ Laying, jointing and testing in trenches of GMS pipe butt welded 95% joints butt welded & 5% Flanged joints pipes including cost of flanged bends of all degrees conforming to IS 1239- 2004 (Medium Class) with upto date ammendements ) as specified below with plain end and capable of withstanding required test pressure in random length of 5 to 7 meters, including specials, short pieces, bends, reducers, tees etc. made from parent tube.The butt welded joints as per table below duly welded in three layers (one inner and two outer) with pipes at both ends as per relevant BIS standards along with nuts and bolts of required sizes confirming to BIS 1364 (with upto date ammendments).The laying of pipe shall include all operation such as cutting, welding, jointing, providing & fixing of fabrication of bends, tees, etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the 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 pipe shall be factory galvanized as per IS: 4736-1986 (with up to date ammendements) (earth work in trenches to be measured and paid separately )

80mm dia M.C

100mm dia M.C

Providing and welding M.S.flanges at suitable point, conforming to following tables as per IS 6392-1971 (Latest with up to date amendments) with plain end GMERW pipe in three layers with pipes at both ends to make the joint leak proof ( the cost of providing and laying of GMSERW pipes and butt welded joint 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 gasket sheet nuts & bolts. The thickness of gasket sheet not less then 3.00mm conforming to IS 2712-1998. The work shall be done to the entire satisfaction of Engineer-in-charge with in all leads and lifts.

MS Flange 80mm Dia. Table 17

MS Flange 100mm Dia. Table 17

DISTRIBUTION SYSTEM:- Excavation in foundations and trenches (for pipes and pits) upto all depths etc. in all kinds of soil such as pick work, jumper work and saturated soil including bailing or pumping out of water, chiseling or wedging out of same where blasting is prohibited in all leads and lifts including trimming and dressing of sides, leveling of beds to correct grade including shoring strutting, planking timbering and dewatering wherever required, stacking usable and unusable material/soil separately and after laying jointing and testing of pipes, returning he usable soil in 15 cm layer by ramming and watering and then disposing of all surplus excavated soil/unusable material as directed within all leads and lifts Excluding restoration of mattelled or concretsurfaces to its original condition ( will be paid separately) and including cost of diversion of traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per the direction of Engineer-in-charge. ( Data Sheet No.8 Vol-II)

Providing ,Laying,jointing & testing of screwed and socketted Galvanised Mild steel tube of approved make or of approved rate contract of DGS & D/HP Government conforming to BIS 1239-2004 ( with upto date ammendements ) of following diameter and class including all specials and fittings as required complete as per actual site condition with in all leads and lifts as per the direction and to the entire satisfaction of Engineer-in Charge. The pipe shall be factory galvanized as per IS: 4736-1986 (with up to date ammendements) ( Earth work in trenches to be measured and paid separately )After getting the design approved from competent authority, If there will be any change in the class and thickness of pipe, the cost of the same will be paid on pro-rata basis.

15 mm dia L.C.

25 mm dia L.C.

32 mm dia L.C.

40 mm dia L.C.

Providing and fixing of Gun metal peet valve Unik/Kirti/Unique/Jandal make of following dia complete in all respect.

25mmdia

32mmdia

40mmdia

House Service Connection:- Providing, Laying, Jointing of GI pipe to House Service Connection including GI pipe ,fittings,fixtures, demolation / restore of cement concrete work complete in all respect : 5399Nos (House Hold) .( Data Sheet No. 9 Vol.II)

Providing and installation of House connections with 15mm dia Tube fitting such as G.I Elbow, G.I Tees, G.I Sockets, G.I Unions, G.I Nipples, Collars, Air valves and 1/4'' ferrule connections complete in all respects to the entire satisfaction of Engineer-in- Charge. (Note :- Excavation & Providing,laying, jointing and testing of pipe will be measured in BOQ iten no 55 & 56)

supply, installation , commissioning and testing of vaccum operated, pressure feed gaseous Chlorinator of Toschcon, Capital, PENWALT(USA)/ECOCHLOR(USA)/ENCHLOr(USA)/ Jasco (USA) make for chlorination of water at MBR consisting of the following components in all leads and lifts as specified below(Refer data sheet No.10)

Providing installation & commissioning of gaseious type fully vaccum chlorination system having 0- 1.0 Kg per housr chlorine gas feeding capacity of Toshcon, Capital, PENWALT(USA)/ECOCHLOR(USA)/ENCHLOR(USA)/Jasco(USA) make. The system shall have vaccum regulator with inbuilt fitler and pressure Gauge, in built Measuring Glass with dose rate adjuster, Vaccum ejector, ejector Non return valve 4.0 m long PE tubing(As vaccum and vent tubing),32mm spanner, Ammonia solution etc in all leads and to the entire satisfaction of Engineer-in-Charge.

Chlorine Gas injector

Providing installation & commissiong single phase monoblock pump 1.5 to 3.0 HP of required discharge capacity with Motor of Kirloskar/crompton Greaves make with common steel fabricated base frame duly grouted at site including starter and cabling including all leads and lifts as per entire satisfaction of Engineer-in-Charge

Providing, installation & commissioning of ISI marked PVC pipe & fitting, ball valves, lead washers, O-Rings, GI pipe and fitting for installation and grouting of steel stand for ejector of gaseous type chlorination system complete in all respect including all leads and lifts and as per entire satisfaction of Engineer-in-charge.

Providing & installation of gas filled chlorine gas cylinder of 100 Kg capacity as per BIS standard duly certified by the petroleum and explosive safety organization Govt of India for filling of chlorine gas required for the scheme including all leads and lifts as per entire satisfaction of Engineer-in-Charge.

Providing and supplying of safety kit

AUTOMATION OF ENTIRE SYSTEM: The tenderer/firm shall automate the scheme a/w pumping machinery & other units (asper Technical specifications given in Vol II & data sheet No. 11) installation of hardware along with commissioning/programming as per user requirement shall be done. The detailed automation proposal shall be got approved by the firm from the competent authority. Firm has to encorporate all the inputs and outputs suggested by the department in the SCADA in all leads and lifts and to the entire satisfaction of Engineer-in-Charge. All ancilliary works and accessories required to make the system fully functional shall be included in the cost of work. Nothing extra shall be paid on this account( Refer data sheet No. II)

Trial run after completion of the work for a period of three months where in the required labour & material shall be provided by the bidder and energy charges shall be born by the JSV during the trial run. The scheme shall be run at the ultimate design water requirement for a minimum 90 days as per term & condition of NIT

Kashmirilal Constructions Pvt. Ltd.

Lahoty Buildcon Limited