Providing Sewerage Scheme GP Tharu Kawari Hatwas Keerchamba and its adjoining area in Tehsil Nagrota Bagwan

Amount

Construction of Sewage Treatment Plant of 2.60 MLD capacity based on MBBR Technology and Tertiary treatment of natural treatment system add MMF, including evolving of hydraulic & structural designs & drawings, planning, testing and commissioning of treatment facility. The Sewage Treatment Plant should be capable of treating domestic raw sewage having characteristics of BOD =350 mg/litre & suspended Solids = 650 mg/litre and the characteristics of treated /disposable effluent should comply with the standards as per the norms of H.P. State Pollution Control Board i.e. PH = 6.5- 9, BOD ≤ 10 mg/litre, COD ≤ 50 mg/litre, TSS ≤ 50 mg /litre, Faecal Coliform (MPN /1000 ml) <100, N - Total ≤ 10 mg/litre, NH4 - N ≤ 5 mg/litre. The scope of work includes construction of Inlet Chamber, Screen Chamber, Grit Channel, Distribution Box, Anoxic Reactor of required volume, Moving Bed Biofilm Reactor unit of required volume with retrievable type diffusers, Tube Settler of required capacity, Sludge Drying Beds of required area, Constructed Wetland (Rootzone System) of required area, Multimedia Filter, Chlorine Contact Tank, Interconnectivity pipe of STP and Effluent Pipe, Fencing Panel around the S.T.P Yard (P&F), Steel Gate (P&F), Interconnecting Path, Railing and Access Ladder, Plant Building/Chowkidhar Room (plinth area 80.50 Sqm), Pump house (plinth area 36.00 Sqm), Electromagnetic flow meter, Automatic reciprocating type screens, UV unit for wastewater disinfection, OCEMs (Online Continues Effluent Monitoring system), Sludge dewatering machine, Land spacing and Gardening of STP area, Flood Security Light arrangement, Providing and installation of Electro - Mechanic Equipment’s, Providing and installation Laboratory Equipments, DG set, Providing and fixing of yard lighting around STP with in all leads and lifts complete in all respect as per the entire satisfaction of Engineer-in-charge (as per chapter No. i(a). 3 Months of successful trial run as per the provisions of Manual on Sewerage & Sewage Treatment published by CPHEEO Manual (Latest edition). (For detailed specification refer as per data sheet No.1)

Construction of Sewage Treatment Plant of 0.30 MLD capacity based on MBBR Technology and Tertiary treatment of natural treatment system add MMF, including evolving of hydraulic & structural designs & drawings, planning, testing and commissioning of treatment facility. The Sewage Treatment Plant should be capable of treating domestic raw sewage having characteristics of BOD =350 mg/litre & suspended Solids = 650 mg/litre and the characteristics of treated /disposable effluent should comply with the standards as per the norms of H.P. State Pollution Control Board i.e. PH = 6.5- 9, BOD ≤ 10 mg/litre, COD ≤ 50 mg/litre, TSS ≤ 50 mg /litre, Faecal Coliform (MPN /1000 ml) <100, N - Total ≤ 10 mg/litre, NH4 - N ≤ 5 mg/litre. The scope of work includes construction of Inlet Chamber, Screen Chamber, Grit Channel, Distribution Box, Anoxic Reactor of required volume, Moving Bed Biofilm Reactor unit of required volume with retrievable type diffusers, Tube Settler of required capacity, Sludge Drying Beds of required area, Constructed Wetland (Rootzone System) of required area, Multimedia Filter, Chlorine Contact Tank, Interconnectivity pipe of STP and Effluent Pipe, Fencing Panel around the S.T.P Yard (P&F), Steel Gate (P&F), Interconnecting Path, Railing and Access Ladder, Plant Building/Chowkidhar Room (plinth area 80.50 Sqm), Pump house (plinth area 36.00 Sqm), Electromagnetic flow meter, Automatic reciprocating type screens, UV unit for wastewater disinfection, OCEMs (Online Continues Effluent Monitoring system), Sludge dewatering machine, Land spacing and Gardening of STP area, Flood Security Light arrangement, Providing and installation of Electro - Mechanic Equipment’s, Providing and installation Laboratory Equipments, DG set, Providing and fixing of yard lighting around STP with in all leads and lifts complete in all respect as per the entire satisfaction of Engineer-in-charge (as per chapter No. i(a). 3 Months of successful trial run as per the provisions of Manual on Sewerage & Sewage Treatment published by CPHEEO Manual (Latest edition). (For detailed specification refer as per data sheet No.2)

Excavation in foundation and trenches (for pipes and pits) up to all depths and in all clasification of earth work such as pick Work, jumper work, chiselling or Wedging out of soft and hard rock where the blasting work is prohibited saturated soil including pumping or bailing out water in all lifts including trimming and dressng of sides, levelling of beds to correct grade including shoring strutting planking timbering and dewatering where ever required. Stacking usable and unusable matrial/soil separetaly and after laying, jointing and testing of pipes (for pipes, pipe duct, chambers, x-signs etc.) returning the usable soil in 15 cm layers by ramming and wetering and then desposing of all surplus excavated soil/un usable material as directed wirhin all leads/lifts includng restoration of unmetalled surfaces to its original conditionn and includng cost of divresion for traffic, night signal boards, fixing custion boards, crossing over tranches for access to houses, fencing etc. complete in all respect as per the direction and to be entire of Engineer-in-Charge within all leads and lifts. (Pick work 60% & jumper work 40%.)

Laying, jointing, testing and commissioning in trenches DI pipe spigot and socketed pipe with cement mortar lined (SBR tyton push on joint) complete in all respects as per IS 8329-2900 Class K7 Dimensions weight and test pressuers in all respect and as per latest amendments or Edition. as per the direction and entire satisfaction of Engineer-in Charge. (Cost of earth work to be measured and paid separately.)

D.I Pipe 400mm dia from Node No. 660 to 1686 for Zone-1.

D.I Pipe 300mm dia from Node No. 287 to 300 for Zone-1.

D.I Pipe 250mm dia from Node No. 586 to 600 for Zone-1 and Node No. 287 to 300 for Zone-2.

D.I Pipe 200mm dia from Node No. 523 to 585 for Zone-1 and Node No. 275 to 286 for Zone-2.

Providing and laying cement concrete 1:4:8 (1cement:4 sand:8 graded stone aggregate 40mm nominal size) curring complete excluding cost of form work in foundation and plinth complete in all respect including all leads and Lifts as per the direction and to the entire satisfaction of Engineer-In-Charge.

Providing and Laying cement concrete 1:1½:3 (1 Cement:1½ Sand:3 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :-

Foundation, footings, bases of columns etc and mass concrete complete in all respect including all leads and Lifts as per the direction and to the entire satisfection of Engineer-In-Charge.

In walls any thickness (but not less than 0.10mm thickness) including attached buttersses pillaster plinth and string courses etc. from top of foundation level upto floor two level complete in all respect including all leads and Lifts as per the direction and to the entire satisfaction of Engineer-In-Charge.

Suspended floors, roofs landing and shelves and their support balconies, beams, girders, bressumers and cantilever upto floor two level complete in all respect as per the direction and to the entire satisfaction of Engineer-in-Charge 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 battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4meters and removal of the same for in-situ reinforced concrete and plain.

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

Vertical surfaces such as walls (any thickness) partitions buttresses plinth and string courses and the like complete in all respect including all leads and Lifts as per the direction and to the entire satisfaction of Engineer-In-Charge.

Providing and Laying Mild steel /Tor steel reinforcement for RCC work including bending, binding and placing in position complete upto floor two level (tor steel) complete in all respect including all leads and Lifts as per the direction and to the entire satisfection of Engineer-In-Charge.

Applying cement slurry on R.C.C. slab or cement concrete work using 2.75 kg. of cement per sq.metre of floor area before laying cement concrete flooring including roughening, cleaning of the concrete surfaces complete in all respect including all leads and Lifts as per the direction and to the entire satisfection of Engineer-In-Charge.

Providing and fixing CI Rugs 200mm wide complete in all respect including all leads and Lifts as per the direction and to the entire satisfection of Engineer-In-Charge.

Providing and fixing pre cast SFRC Manhole cover with frame having size of 560 mm internal dia (Medium Duty) complete in all respect including all leads and Lifts as per the direction and to the entire satisfection of Engineer-In-Charge.

Transportation of Rig along-with allied accessories etc.complete including erection and levelling at site through all kind of roads, approaches field etc. in all leads and lifts upto site of work complete in all respect.

Earth work in foundation fordigging tubewell inall kindsof soils including dewatering, shoring struting from Ground level upto 5 metres including disposing excavated soil in all leads and lifts complete in all respects as per the directions of Engineer-in-Charge.

Drilling of bore as per specifications laid down in IS-2800-1991(Part-I) with uptodate ammendments,if any;with Percussion Rig or combination drilling Rig starting with 650-600mm.dia M.S.Pipe reduced to 450-400mm.dia M.S.pipe confirming to IS-4270-2001 with uptodate ammendments, if any in all kinds of soils, boulders, rocks, collapsible strata,saturated soil, artesian conditions including the cost of all consumables,stores, water, fuel, lubricants and other accessories etc. complete in all respects as per the directions of the Engineer-in-charge.

Drilling and lowering of M.S.casing pipes 650-600mm.dia confirming to IS-4270-2001 with uptodate ammendments, if any of suitable sizes as mentioned above from 0 to 30 Metres below ground level.

Drilling and lowering of M.S.casing pipes 600-550mm.dia confirming to IS-4270-2001 with uptodate ammendments, if any of suitable sizes as mentioned above from 30 Metres to 60 Metres below ground level.

Collection, preservations and display of suitable size sample box with top lid and locking arrangem,ent till handing over of the Tube-Well to the Department complete in all respects as per the directions of the Engineer-in-charge.

Supply and lowering of IS-Marked Electric Resistance Welded Mild Steel Pipe 300mm dia nominal size housing, 8mm thick having outside diametre 323.90mm screwed and socketted confirming to IS-4270-2001 with uptodate ammendments, if any, about 4.00 Metres to 7.00 Metres in length, welded without any circumferential joints into bore hole in vertical position including cost of all scaffolding derricks, poles, clamps embedded in foundation etc. including cost of all cuttings, threadings aqnd welding of pipes etc. within all leads and lifts complete in all respects as per the directions of the Engineer-in-charge.

Lowering at site electric resistance welded (ERW) Stainless Steel Cage type V" wire wound screens of size 300mm, 8mm thick with slot opening 1.0mm, as per IS 8110-2000 with upto date amendments(if any) and material specifications as per AISI (American Iron and steel inst.) Type Grade SS-304 in suitable lengths as per site conditions, including the cost of SS socket 8mm thickness (to be supplied by the Department) suitable to accommodate screen and ring including jointing screen with blind pipes complete in all respect including cost of all scaffolding, derricks, poles clamps embedded including cost of all cutting threading and welding of pipes etc. within all leads and lifts complete in all respects as per the directions of the Engineer-in-charge.

Providing and fixing M.S taper/reducer as per lengths approved by the Engineer-in-Charge. The material of M.S. taper/reducer shall be equivalent to parent pipe material and shall conform to chemical composition as per clause 5.2 and mechanical properties as per clause 6.1 and table 1 of BIS: 4270-2001 with upto date ammendments, if any complete in all respect as per directions of the Engineer-in-Charge.

Supply and lowering of IS-Marked Electric Resistance Welded Mild Steel Pipe 200mm dia nominal size housing, 6.40mm thick having outside diametre 219.10mm screwed and socketted confirming to IS-4270-2001 with uptodate ammendments, if any, about 4.00 Metres to 7.00 Metres in length, welded without any circumferential joints into bore hole in vertical position including cost of all scaffolding derricks, poles, clamps embedded in foundation etc. including cost of all cuttings, threadings aqnd welding of pipes etc. within all leads and lifts complete in all respects as per the directions of the Engineer-in-charge.

Lowering at site electric resistance welded (ERW) Stainless Steel Cage type V" wire wound screens of size 200mm, 6.30mm thick with slot opening 1.0mm, as per IS 8110-2000 with upto date amendments(if any) and material specifications as per AISI (American Iron and steel inst.) Type Grade SS-304 in suitable lengths as per site conditions, including the cost of SS socket 8mm thickness (to be supplied by the Department) suitable to accommodate screen and ring including jointing screen with blind pipes complete in all respect including cost of all scaffolding, derricks, poles clamps embedded including cost of all cutting threading and welding of pipes etc. within all leads and lifts complete in all respects as per the directions of the Engineer-in-charge.

Providing and fixing MS centralized guides at suitable spacing for each tube well as per BIS: 226-1991 with upto date ammendments, if any within all leads and lifts 1x4 Nos. complete in all respects as per the directions of the Engineer-in-Charge

Supply, lowering, fixing and lowering in position IS-Marked Mild Steel bail plug of 200mm/300mm diametres with 'U' hooks as per IS-2800-1991 with uptodate ammendments, if any within all leads and lifts complete in all respects as per the directions of the Engineer-in-charge.

Providing, fixing and lowering in position threaded iron cap with locking arrangements of approved design to prevent foreign matter from getting into bore hole as required within all leads and lifts complete in all respects as per the directions of the Engineer-in-charge.

Supply and packing of gravel consisting of hard quartz or other suitable material with an average specific gravity of not less than 2.5, not containing more than 2% by weight of thin flat or stangated pieces shall be of sub rounded grains with minimum anuglar features of size 2-3.35mm shall be free from impurities such as; shafe,shale mica, felspar, clay, sand, dit loam haematite and organic materials as per IS-4097-1967 with uptodate ammendments, if any arround intake of Tube-Well with minimum thickness of shroud around screen generally 100mm. to the entire depth of the bore as per IS-2800(Part-I):1991 with uptodate ammendments, if any, within all leads and lifts complete in all respects as per the directions of the Engineer-in-charge.

Extraction of all sizes blind/casing pipes with machine strating from the bottom of the bore hole, with in all leads ad lifts complete in all respect as per direction and to entire satisfaction of Engineer in Charge.

In contact of soil.

Freely hanging.

Development of tubewell by back washing method with air compressor of minimum 750 CFM capacity, pumping pipe of 200 mm size and air line of minimum 65mm size or with other suitable method, till the well is thoroughly developed as per clause 4.2 of BIS 11189-1985, with uptodate ammendment, if any, complete in all respects as per direction of the Engineer-in-Charge.

Development of tubewell by back washing method, with air compressor of minimum 750 CFM capacity, pumping pipe of 200mm size and air line of minimum 65mm size or with other suitable method, till the well is thoroughly developed as per clause 4.2 of IS 1118-1985 upto date amendments if any, complete respects as per directions of the Engineer-in-charge. The draw down in all and discharge to be established by running he VT/submersible pump continuously for 8hours in the presence of officer not less than the rank if Assistant Engineer.

Testing the verticality of the tubewell as per clause 4.3 of BIS: 2800 (Part-II) 1979 with uptodate ammendments, if any using plumb or plunger 6mm smaller in dia within the inside diameter of the well casing. The results of the verticality test shall be recorded on proforma shown in Appendix "A" of BIS 2800 (Part-II) 1979 with uptodate ammendments, if any, as appended with the tender documents handed over complete in all respect as per the directions of the Engineer-in-Charge.

Dismentalling of the Rig and other allied accessories after completion of job within all leads and lifts complete in all respects as per directions of the Enginner-in- Charge.

Construction of barbed wire enclosure of minimum of size 2.5x2.5 m to safe gaured the bore of tubewell with angle iron of size 40x40x6 mm 1.5 meters in height, ambended in concrete block of 30X30X30 cm in all leads and lifts complete in all respect as per direction and to entire satisfaction of Engineer-in-Charge.

Handing over of the tubewell in complete shape as per appendix "B" of of IS 2800 (Part-II)1979 with up to date ammendments if any, as appended with the tender documents, in laminated form in triplicate complete in all respects as per directions of the Enginner-in-Charge.

Design and Construction of Pump House cum Chowkidar quarter having 20.00 Sqmt Plinth area and 3.00 Mtrs height with toilet 1.20x1.20 and 3.00 Mtrs height & Septic tank 2x0.90 and 1.00 Mtr height complete in all respect. The pump house shall be aesthetically designed (to be approved by the competent authority). The work shall include all internal and external electrical wiring, water supply and sanitary fitting, painting and distempering, precast terrazo tile flooring, wooden frames and panelled & glazed shutter for doors & window and other allied items. The doors & window shall be in double shutters and M.S grills for window and internal wiring shall be in PVC conduit. All work shall be conforming to relevent IS code and to the entire satisfaction of Engineer-in- Charge. (For detailed specification refer as per chapter No.5 & data sheet No.3.)

Designing, Constructing, Testing & Commissioning R.C.C Circular Elevated storage tanks as per capacity given below at various stages/sites including excavation in all kinds and types of strata, soil strata including dewatering in M30 design mix in foundation, walls, bottom slab, roof slab/dome with smooth finishing in 1:3 inside the tank, all alied Civil Works, Site development, cutting/excavation in all kinds of soils, refilling and disposing of surplus stuff with in all leads and lifts, labour and material charges. The job also includes providing lowering, laying, erecting, hoisting and jointing of pipe assembly for inlet, outlet, overflow and scour pipe ,proper manifiold at outlet including all fittings, 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 ventilator with mosquito proof wire mesh,lightening arrester complete ,SFRC manhole covers including frames and covers (medium duty) with proper locking arrangement water level indicator, RCC frames for all valves ventilating shafts shall also be provided including all leads and lifts as per entire satisfaction of Engineer-in-Charge. The tanks shall be hydraulically tested for water tightness all works shall be conforming to relevant IS code. The cost of valves & other accessories shall be included in the rates of tanks. Battery Limit shall be considered as 3.00 m from the edge of the structure or the boundary of the land whichever is less.The rates quoted by the contractor shall be for the complete work. 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.The work shall include supplying of Four sets of structural design after testing the bearing capcity of soil and drawings, etc complete as directed by engineer in charge as per relevent data sheet and scope of work. (For detailed specification refer as per chapter No. 1 & data sheet No. 4.)

C/O OHSR 30,000 Ltrs Capcity @ 15 mtr staging at Village Hatwas.

C/O OHSR 50,000 Ltrs Capcity @ 15 mtr staging at Village Keerchamba.

C/O OHSR 1,40,000 Ltrs Capcity @ 15 mtr staging at Village Kawari

C/O OHSR 1,20,000 Ltrs Capcity @ 15 mtr staging at Village Kawari

C/O OHSR 1,90,000 Ltrs Capcity @ 12 mtr staging at Village Tharu.

C/O OHSR 50,000 Ltrs Capcity @ 12 mtr staging at Village Tharu.

C/O OHSR 80,000 Ltrs Capcity @ 15 mtr staging at Village Hatwas.

C/O OHSR 90,000 Ltrs Capcity @ 15 mtr staging at Village Hatwas.

Excavation in foundation and trenches (for pipes and pits) up to all depths and in all clasification of earth work such as pick Work, jumper work, chiselling or Wedging out of soft and hard rock where the blasting work is prohibited saturated soil including pumping or bailing out water in all lifts including trimming and dressng of sides, levelling of beds to correct grade including shoring strutting planking timbering and dewatering where ever required. Stacking usable and unusable matrial/soil separetaly and after laying, jointing and testing of pipes (for pipes, pipe duct, chambers, x-signs etc.) returning the usable soil in 15 cm layers by ramming and wetering and then desposing of all surlus excavated soil/un usable material as directed wirhin all leads/lifts includng restoration of unmetalled surfaces to its original conditionn and includng cost of divresion for traffic, night signal boards, fixing custion boards, crossing over tranches for access to houses, fencing etc. complete in all respect as per the direction and to be entire of Engineer-in-Charge within all leads and lifts. (Pick work & jumper work 50% each.)

Providing, laying, jointing & testing of bevelled ended GI pipe of following dia and Class with MS Flange of following Table (6%) flange joint & other Pipe (94%) circumfrential butt welded joints by electrical arc welding (welding thickness shall be equal to pipe wall thickness) and testing of GI 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 febrication of reducers/ tapers , all short pieces, bends etc. as per site requirement made from parent tubes. The laying of pipe shall include 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 cost of providing flanges i/c nuts & bolts, welding of flanges, 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 or 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 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. (For detailed specification refer as per chapter No. 2 & data sheet No. 5)

GI pipe 80 mm dia Heavy Class (Tubewell-1 at RD 0 to 1200)

GI pipe 80 mm dia Medium Class (Tubewell-1 at RD 1200 to 2665)

GI pipe 50mm dia Heavy Class (Tubewell-3 at RD 0 to 2075)

GI pipe 80 mm dia Medium Class (Tubewell-4 at RD 0 to 1425)

GI pipe 80 mm dia Medium Class (Tubewell-6 at RD 0 to 90)

GI pipe 80mm dia Medium Class (Tubewell-7 at RD 0 to 120)

GI pipe 50mm dia Heavy Class (Tubewell-8 at RD 0 to 265)

GI pipe 65mm dia Heavy Class (Tubewell-9 at RD 0 to 730)

GI pipe 65mm dia Heavy Class (Tubewell-10 at RD 0 to 465)

Providing of MS flanges (In pairs) for the joints of GI / MSERW pipes mentioned as below and same shall conform to BIS 6392-1971 (latest with up to date amendments) including the cost of nuts and bolts of required sizes, 3mm thick compressed asbestos fiber/synthetic rubber gaskets conforming to relevant BIS standards and it shall also include carriage of materials within all leads and lifts complete in all respect to the best satisfaction and direction of Engineer in charge.

80mm dia Table-28 (RD 0 to 700) for Tubewell-1

80mm dia Table-17 (RD 700 to 1800) for Tubewell-1

80mm dia Table-17 (RD 0 to 600) for Tubewell-4

80mm dia Table-17 (RD 0 to 90) for Tubewell-6

80mm dia Table-17 (RD 0 to 120) for Tubewell-7

50mm dia Table-17 (RD 0 to 600) for Tubewell-3

50mm dia Table-17 (RD 0 to 60) for Tubewell-8

65mm dia Table-17 (RD 0 to 60) for Tubewell-10

80mm dia Table-5 (RD 1800 to 2665) for Tubewell-1

80mm dia Table-5 (RD 600 to 1425) for Tubewell-4

65mm dia Table-5 (RD 60 to 730) for Tubewell-9

50mm dia Table-5 (RD 600 to 2075) for Tubewell-3

50mm dia Table-5 (RD 60 to 265) for Tubewell-8

65mm dia Table-5 (RD 60 to 465) for Tubewell-10

Providing & Fixing of double flanged cast Iron Reflux/Non-return valve of Kirloskar/ Kilburn/IVC/Fouress /Gled/BHEL/Leader make of following dia (class PN 1.6) , conforming to IS-14846 with upto date amendments and capable of withstanding the normal seat pressure of 10.20 kg/cm2 complete in all respect as per the direction and to be entire of Engineer-in-Charge within all leads and lifts. (In Rising Main)

80 mm dia

65 mm dia

50 mm dia

Providing & Fixing of screwed/Flanged Cast Iron air valve of following dia (Single/Double ball type) of Kirloskar/ Kilburn/IVC/Fouress /Gled/BHEL/Leader make of class PN-1 conforming to relevant BIS with upto date amendments withstanding a seat pressure of 10.20 Kg/cm2 complete in all respect as per the direction and to be entire of Engineer-in-Charge within all leads and lifts. (In Rising Main)

20 mm dia

Providing & Fixing of Cast Iron double flanged Sluice valve of Kirloskar/ Kilburn/IVC/Fouress /Gled/BHEL/Leader make of following dia (class PN 1.6) , conforming to IS-14846 with upto date amendments and capable of withstanding the normal seat pressure of 10.20 kg/cm2 complete in all respect as per the direction and to be entire of Engineer-in-Charge within all leads and lifts. (In Rising Main)

80 mm dia

65 mm dia

50 mm dia

Supply of submersible pumping set of (KSB / Kalama/ Kirloskar/ Johnston/ Cromption/ BS) make conforming to BIS; 8034-1976 latest suitable for lifting clear water (latest with uptodate ammendments) fitted with bronze impellers/ suitable alloy directly coupled to squirrell case electric induction motor of same make as (manufacurer standard) conforming to BIS; 9283-1979 (latest with upto date 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:- (For detailed specification refer as per chapter No. 3 & data sheet No. 6.)

T/Well No.1 having discharge 3.61 LPS with 16 hours pumping to a total head of 205.87 mts.

T/Well No.3 having discharge 1.50 LPS with 16 hours pumping to a total head of 109 mts.

T/Well No.4 having discharge 3.74 LPS with 16 hours pumping to a total head of 133.70 mts.

T/Well No.6 having discharge 3.61 LPS with 16 hours pumping to a total head of 83.03 mts.

T/Well No.7 having discharge 3.30 LPS with 16 hours pumping to a total head of 84.80 mts.

T/Well No.8 having discharge 1.19 LPS with 16 hours pumping to a total head of 79.42 mts.

T/Well No.9 having discharge 1.77 LPS with 16 hours pumping to a total head of 69.71 mts.

T/Well No.10 having discharge 2.06 LPS with 8 hours pumping to a total head of 92.27 mts.

Supply, Installation, Testing and Commissioning of Energy Saving Premium Starter Panel for submersible pump made out of 16 Gauge sheet, powder coated dust and vermin proof, wall/base mounted and front opening door type with copper insulated wiring suitable to operate 2 Nos. pump (1 working + 1 stand by) of the rating required HP . Starter should be capable enough to handle the following faults like short circuit, over current, under current, over voltage, under voltage, dry run protection and phase loss with LED ON/OFF & TRIP indicators, Power Quality Monitoring & Controlling Relay at the Incomer Feeder, Should be fitted with Surge Suppressor Device suiatble to protect against class-1 & 2 surges. Make: Aarmation Electric Private Limited/MAS/ELLES/Adlec. (16 No.)

Energy Saving Variable Frequency Starter of required HP Heavy Duty for smooth start and smooth stop of pumps and for the energy conservation in the system. It Should be capable to monitor & control the frequecy of pumps through out the operation and to maintain the power factor of the system within acceptable limits. It should be able to withstand ambient temperature upto 50 Degrees celcius without derating and have conformal coating class 3C2, so that it can work in any harsh environment like moisture etc. Make: Aarmation Electric Private Limited/Bechoff/Bosch/Rockwell (16 No.)

Multi function meter indicating different parameters like Current, Voltage, KWH, PF, THD etc with RS 485 communication Make L&T/Conserve/Siemens (8 No.)

Main incomer MCCB suitable capacity of L&T / Standard make on the coming feeder for pumping set confirming to BIS 2516-1985 ( Latest edition) with neutral linked under voltage release. (8 No.)

LED Three phase indicating lamps complete with logged switches for individual motors conforming to BIS 3452 (Part I & II ) latest with upto date ammendments. (8 Set)

LED On / Off indicator and push button, Control and power wiring,Power capacitor,Cooling fan 230 VAC, Contorl terminal, Buss Bar, i.e.Bolt, insulator, etc. (8 Set)

Input Choke of required HP for Energy saving variable frequency Starter which should be installed at the input of Energy saving variable frequency starter, so that there should be proper protection in case of any voltage surge and distortions. (16 Nos.)

Control Transformer to safegaurd the control circuit of all the components from the voltage surges and spikes. (8 No.)

Power and Control wiring and Busbar (8 No.)

Installation, Commissioning and Software Development (8 No.)

Surge suppressor device with Isolating MCCB to eliminate the power surges due to lightening and system surges. (8 No.)

Power quality monitoring & controlling relay with Control Contactor to safeguard the Electronic & Electric elements (8 No.)

Independent Control Panel with Switch Fuse Unit and Fuses of Suitable Amperage to eliminate the KitKat fuses of HPSEB Make: Aarmation/Siemens/Schneider/L&T (8 Set)

Automation System with SCADA features for Submersible Pumps (With HMI and Level Sensor):- Programmable logic controller with appropriate digital and analog inputs and outputs to give automatic command to star delta and also will get data from Multi function Meter for Current, Voltage, KWH, PF and THD. Make Mitsubishi/L&T/Delta. (8 No.)

Electronic relay card 8 channel for PLC system (8 No.)

SMPS 4.5 Amps to energise PLC system (8 No.)

HMI 7" display with IOT to give on and off command manually and also to show pump running and breakdown status at pump station Make Wientek/Exor/Mitsubishi/Mecon. (8 No.)

Control MCB for Automation System (8 No.)

Level Sensor to indicate the water level of tank remotely (16 No.)

Shielded Data Cable for Communication of Level Sensor with PLC (8 No.)

Supply of Mobile App (Android/IOS) with User ID and Password to monitor and control the pumping operation from Mobile for 3 users. Make: Aarmation Electric/Bechoff Automation/ Rockwell Automation. (8 No.)

Cloud GateWay for Data Clouding to Server (8 No.)

SCADA software to be installed in Laptop/PC to remotely monitor and control the operation of pumps and also to analysis the pump start and stop history logging, fault status, fault history, Power Quality Parameters like PF, Current, Voltage, KWH, THD etc Make Aarmation Electric/Rockwell Automation/ Backoff Automation (8 No.)

Cloud Space for data storage at cloud/server (8 No.)

Installation, Commissioning and Software Development (8 No.)

HARJEET SINGH (BID ID -556495)

Unipro Techno Infrastructure Pvt Ltd (BID ID -556628)