D4 Engineering procurement construction testing commissioning trial run and operation and maintenance of various components of Nagni Source Villages Group Piped Supply schemes for part of Nurpur Fatehpur Block of District Kangra

Amount

Schedul A2 Civil work. Fencing work around all civil works such as WTP, Pump House,MBRs & SRs etc. with Galvanised mild steel barbed wire Confirming to IS "278-1962 including cost of MS Angle iron Poles of size 50x50x5 mm fixed with concrete blocks incuding cost of Brick Masonry and Foundation concrete and cement Plaster as per relevant data sheet complete in all respects to the entire satisfaction of the Engineer-in-charge. (Refer Vol-II-Technical specifications & Vol-III, Data Sheet No.32 )

C/O Pump House (20Mtr.X20Mtr.)

C/O WTP 2.13 MLD (20Mtr.X20Mtr.)

C/O CWT, 180KL - GL (15Mtr.X15 Mtr.)

C/O M-1 SR-1, 50KL - GL (15Mtr.X15 Mtr.)

C/O M-1 SR-2, 100KL @12 M Staging (15Mtr.X15 Mtr.)

C/O M-1 SR-3, 40KL @12 M Staging (10 MtrX10Mtr.)

C/O M-1 SR-4, 70KL @12 M Staging (10 MtrX10Mtr.)

C/O M-1 SR-5, 120KL - GL (15Mtr.X15 Mtr.)

C/O M-1 SR-6, 60KL @12 M Staging (10 MtrX10Mtr.)

C/O M-2 SR-1, 120KL @12 M Staging (15Mtr.X15 Mtr.)

C/O M-2 SR-2, 90KL @12 M Staging (10 MtrX10Mtr.)

C/O M-2 SR-3, 60KL - GL (10 MtrX10Mtr.)

C/O P-1 SR-1, 100KL @12 M Staging (15Mtr.X15 Mtr.)

C/O P-1 SR-2, 30KL @12 M Staging (10 MtrX10Mtr.)

C/O P-1 SR-3, 80KL - GL (10 MtrX10Mtr.)

C/O P-1 SR-4, 40KL @12 M Staging (10 MtrX10Mtr.)

Construction of Type I Qtr. & Type II Qtr. INo. each of RCC frames structures shall be constructed as per the approved drawings with provision of all fixturers fittings, septic tank with soak pit, man holes Cl pipe, CI fittings connections, GI fittings of medium grade, PVC storage tanks of 1000Ltr. Capacity of each quarter and flooring of vitrified tiles in flooring and wall tiles in toilets and kitchen of NITCO/KAJARIA, aluminium cup boards in rooms and kitchens , internal and external electrical wiring and necessary accessories like tube lights, ceiling fan, exhaust fan, MCB of Havell/Bajaj make, site development, cutting, excavation in all kind of soil, construction of PCC/RCC retaining wall breast walls approach road of required width with paver blocks 40mm thick and kerb stones on both faces of road from main gate to both qtrs. external land scaping, fire fighting arrangement etc. in all respect included in plinth area rates as per the direction of Engineer-in-Charge. The rates quoted by the Contractor shall be for the complete work. All ancillary works and accessories required to make the system fully functional shall be included in the cost of work. Doors and windows shall be of aluminium. The outer doors and windows shall be in double shutters and aluminium grills for windows, internal wiring shall be in PVC conduit, all switches and MCB of Havell/Bajaj make shall be provided. Solarteck stand dusk 1x11 watt LED with 5mtr. pole 3 Nos. ( 1No.Type-l Qtr. & 2 Nos. Type-ll Qtr.) Construction The land scaping of the pump house complex shall be given by the Contractor/Firm so as to give good aesthetic appearance. The quarters should be fenced with boundary wall (Brick masonary in CM 1:6) barbed wire fencing and and gates of suitable size shall be constructed by the Contractor (Refer Vol-l- Technical specifications & Vol-III, ) Staff Quarter.(Refer Vol-Il-Technical Specifications & Vol-III, Data Sheet No.1)

Type I Quarter

Type II Quarter

Provision for Solarteck stand dusk to dawn automatic operation with 74 watt Panel , 74 Ah tubular battery with 1 x11 watt CFL with two days autonomy with 5 mtres pole.complete with all lifts and leads as directed by Engineer-in-Charge

Designing, Construction, Commissioning & Testing of RCC Intake Well cum pump house which shall include tapping water from Gareli Khad consisting of all allied Civil Works, Site development, cutting/excavation in all kinds of soils, C/o PCC/RCC Retaining walls, Breast walls,dewatering etc complete as directed by engineer in charge. The tentative depth (not limite to) is 9 m deep & 6 m dia with a clear height of pump house as 5 mtr. The rates quoted by the contractor shall be for the complete work. All ancilliary works and accessories required to make the Intake system fully functional shall be included in the cost of work. Nothing extra shall be paid on this account.. (Refer Vol-II-Technical specifications & Vol-III, Data Sheet No. 2 )

Construction of Sub-Surface Dyke ( 25 mt length & 3.00 mt. height at point Nagni ( Gareli Khad) complete with all lifts and leads as directed by Engineer-in-Charge. Refer Vol-II-Technical specifications & Vol-III, Data Sheet No.1 )

Designing (aesthetically), Providing, Constructing, Testing & Commissioning of Water Treatment Plant of 2.13 MLD capacity consiting of Civil works including Laboratory, Mechnical, Electrical and Instrumental Works including necessary hydraulic testing ,structural testing,equipment testing. The components such as site development,C/o PCC/RCC Retaining walls, Breast walls upto battery limits of WTP, Dewatering, Approach Road, including Gaseous chlorination Inter-connecting Path, Walkway, Storm Water Drains, Scouring arrangement, Beautification including all alied Works complete as directed by engineer in charge. The Laboratory as per CPHEEO Manual shall be established at the WTP where separate Building for the same shall be constructed to house the laboratory equipment, office record including Furniture, office Computer complete in all respects. 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. (Refer Vol-II-Technical specifications & Vol-III, Data Sheet No.6)

Construction of RCC framed main pump house with clear height from floor to ceiling should be from 4 to 5 mtr. as per specification/approved drawings near CWT comprising of office room, attendant room, automation room, room for water testing lab (category-II) and toilet block of size 1.5x1.70mtr. with provision of all fixtures, fittings GI fittings of medium grade, PVC storage tanks of 1000Ltr. Capacity septic tank, Cl accessories Cl pipe connection with provision of all fixturers fittings of approved brand, vitrified tiles in flooring and wall tiles in toilets of NITCO/KAJARIA, in all respect, plinth protections, outer drains shall be including in plinth area rates in all respect. Doors and shutters (other than main opening which is with rolling shutters) shall be of aluminium. The outer doors & windows shall be in double shutters and aluminium grills for windows, internal wiring shall be in PVC conduit shall be constructed for installation of pumping machinery along with storage space for Tools and Plants cutting. excavation in all kind of soil, construction of PCC/RCC retaining wall breast walls approach road of required width with paver blocks 60mm thick and kerb stones on both faces of road from main gate to all pump houses, external land scaping, fire fighting arrangement etc. in all respect included in plinth area rates. The pump house shall be constructed (aesthetically good and well ventilated) in RCC framed structure as per site conditions. The pump house shall be constructed to provide positive suction for pumps. Foundation along with/ anchored bolt of suitable length for pumps and motors shall be provided as per manufactures requirement. Drains of pump house shall have proper arrangement for drainage and various cables running from panel board to motors. All the associated civil works such as approach pathway, development of site including connections from tube well through inlet pipe, internal and external electrical wiring and necessary accessories like tube lights, ceiling fan, exhaust fan all switches Kit-Kat & MCB of Havell/Bajaj make, Solarteck stand dusk 1x11 Watt LED with 5mtr. pole flood lights of Bajaj, Crompton, Phillips make mounted on suitable height of MS poles, supporting works to common header shall be done by the contractor/firm after final approval of department. The pump houses should be fenced with boundary wall (Brick masonary in CM 1:6) barbed wire fencing and and gates of suitable size shall be constructed by the Contractor. The rain water pipes of 100mm dia concealed cast iron shall be provided to drain of rain water from the roof of building painted with black bituminous paints shall also be provided. All ancillary works and accessories required to make the system fully functional shall be included in the cost of work as per the direction of Engineer-in-Charge. Nothing extra shall be paid on this account. (Refer Vol-Il-Technical specifications & Vol-lII, Data Sheet No.8)

Designing, Constructing, Testing & Commissioning R.C.C. partially underground / Elevated Circular Over head 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, C/o PCC/RCC Retaining walls, Breast walls, 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 pipeproper 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 Five 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.(Refer Vol-II-Technical specifications & Vol-III, Data Sheet No.7, &11 to 23)

C/O CWT - 180KL -GL (Vill Nagni)

C/O M1 SR-1- 50KL-GL (Vill Minjgrah)

C/O M1 SR-2-100 KL- @ 12 m staging (Vill Bhatoli )

C/O M1 SR-3-40 KL- @ 12 m staging (Vill Sakloh )

C/O M1 SR-4-70 KL- @ 12 m staging (Vill Boltharan )

C/O M1 SR-5-120 KL- @ GL (Vill Batnial )

C/O M1 SR-6-60 KL- @ 12 m staging (Vill Tanan )

C/O M2 SR-1-120 KL- @ 12 m staging (Vill Lagore )

C/O M2 SR-2-90 KL- @ 12 m staging (Vill Gain )

C/O M2 SR-3-60 KL- @ GL (Vill Kharian)

C/O P1 SR-1-100 KL- @ 12 m staging (Vill Banoli )

C/O P1 SR-2-30 KL- @ 12 m staging (Vill Kalera )

C/O P1 SR-3-80 KL- @ GL (Vill Nagrota )

C/O P1 SR-3-40 KL- @ 12 m staging (Vill Harnera )

Schedule A5- Rising Main 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 including restoration unmetalled surfaces to its original condition & 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 and commissioning in trenches centrifugally cast (spun) Ductile Iron pressure pipes for water, gas and sewage with socket and spigot end class K-9 (MAKE Jindal pipes,Jindal industries,Electro steel,Electrosteel castings,Tata,Shree Kala Hasti Pipe Ltd, Electro Theem Ltd.) conforming to IS-8329-2000 and latest with upto date amendments with cement mortar lining in side the pipes with outside zinc coating followed by a finishing layer of bitumen coating duly ISI marked in length of 5.50 mtrs. class K9 suitable for push on joint (EDPM rubber Gasket D-jointing) including all tube fitting are required as per actual site of work with in all leads and lifts i/c cost of Sluice valve,reflux valve, air valve, Tees, & bends, chamber of Valves, thrust block,Anchor block,supporting pillar etc wherever required as per site requirement. as per the direction and entire satisfaction of Engineer-in Charge. ( Cost of earth work to be measured and paid separately )(Refer Vol-II-Technical specifications & Vol-III, Data Sheet No.5 & 10)

Stage 1st.150 mm dia

Stage 2nd.- Phase 1st. 100 mm dia

Stage 2nd.- Phase 2nd. 100 mm dia

Stage 2nd.- Phase 3rd. 125 mm dia

Schedule A3- Pumping Machinery ( Submersible Pump & Centrifugal pump sets) Supply Installation Testing & Commissioning with automation (to be paid separetely) of suitable Raw water submersible pumpset capable of handling 6000 PPM turbidity conforming to latest BIS code. The pump shall be fitted with single vane impeller of suitable alloy for handling raw water as per IS 5669-1970 having oil/grease packed bearings and stainless steel shaft, wound stator on motor side with shaft protection sleeves on pump side ensuring better life for shaft . The impeller of pump shall be directly mounted on extended submersible motor confirming to BIS 9238-1979 with up to date amendments,totally dust and weather proof with detach able pump casing for easy inspection with double mechanical seal, grease/ oil lubricated bearings and provided with stainless steel thrust bearing plate to withstand vertical loads with minimum wear and tear,It should be fitted with device to take up expanion of water on heating of motor & suitable for operation on 415 (+10% ) and ( -15% ) volts 3 Phase 50 C/S AC supply. The power of motor should be at least 10% in excess of maximum power required by the pump in complete operating range with mounting stand/ duck foot bend, steel guide wire with mounting hook, lowering chain and standard accessories as supplied by the manufacturers complete, suitable for fulfilling the following requirements:- including Pump sets (2 working + 2 standby), necessary piping, Control panel with starter and protections; control valves alongwith electrical cable etc Complete job as per IPH specifications including all taxes, transportation, freight charges, inspection charges, loading, unloading, conveyance to Departmental stores/ site, stacking, etc. including specials and wastage etc.; complete as per Tender Specifications, technical data Sheets and instruction of Engineer in charge

From Intake well to collection tank - Location of site:- The Site is located at a distance of 6 KMs from Nurpur town by road and 200 Mtrs by head load. ii) The altitude of place in which pumping set is intended to work:- Altitude of place is 643.00 m above MSL iii) Type of current :- AC three phase with frequency of 50cycles/second iv) Rated Voltage :- 415V ± 10% v) Charactrstics of water:- Clear cold & fresh water a) Temperature _20_ °C, b) Turbidity upto 10 NTU, c) pH 6.5 to 8 d ) Total solids :-600mg/litre, f) Others-----, (vi) Depth of Intake well 9.00 Mtrs, vii) LWL in tank/ well- 545.00 Mtrs., viii) Centre line level of pump 554.00 mtrs. ix) Discharge level of highest point- 565.00mtrs. x) Nos of pumps reqd. _4_ Nos. pumps xi) Discharge at Duty Point=10.97 LPS xii) Static Head in meters _20.00 mts. xiii) Duty/Total head in Mts=22.00 mts xiv) Length of R/Main 150.00mts xv) Dia of R/Main=150mm xvi) Pumping hours per day- 16 hours xvii) Limits of pump operation (-) 15% to (+) 10% of Total head at duty point xviii) HP of motor /Drive unit ---, Power absorbed or Required BHP at (-) 15% of Duty head or BHP with margins/multiplying factor at duty point & (+) 10% head , whichever is higher i.e Upto 2 HP = 1.5 , 2 to 5 HP = 1.4, 5 to 10 HP = 1.3 , 10 to 20 HP = 1.2 , 20 to100 HP = 1.15, Above 100 HP=1.10 xix) Efficiency at duty point Minimum 60% xx) R.P.M.of Pumping set -2900, xxi) Test Run-24 hours continueously for 7 days. (2 No Running & 2 No standby).No of Pump sets = 4 Nos. (Refer Vol-II-Technical specifications & Vol-III, Data Sheet No.24) (7.5 HP Each Set)

Providing and installation of sensor based auto cut off system for dry run condition of submerssible pump.as per approved specification and as directed by Engineer in charge. (if applicable)

Providing suitable digital pressure guage ISI marked as per approved specification and as directed by Engineer in charge. (if applicable)

Supply Installation Testing & Commissioning with automation (To be paid separately) of horizontal spindle,horizontal/redial split casing/end suction(Back-pull out arrangements) single/double/multi stage star rated centrifugal pump or combination of pumps, of recommended make such as Mather and Platt/KSB/ Beacon Weir/Kirlosker/BE/Jyoti as per BIS 1520-1980 with upto date ammendments, read with IS:9137-1978 or latest edition suitable for lifting water for under mentioned characterestics with bronze,impellers/priming funnels,casing ring and shaft sleeves of bronze,shaft of steel grade 45C8/ EN8 with cast iron casing coupled directly through a flexible coupling on a common MS Base Plate to squirrel cage TEFC Energy efficient motors ( Conforming to energy efficiency code IE2 or higher ) of standard make such as Kirloskar /BHEL /CG POWER /Siemens /Jyoti /ABB /Marathon and suitable for operation on 415 (+6% ) and ( -10% ) volts, 50 cycles / second, 3 phase AC electric supply. The power of electric motor/motors should be at +10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-)15% of the duty poiint head. The motor/motors as per ISI:325:1978 with upto date ammendments read with IS 900:1972. It should include cost of bearing nuts , bolts and painting etc. and should meet the following requirements: including Pump sets (1 working + 1 standby ), necessary piping for suction, delivery & common header, alongwith electrical control panel with soft starters; as per requirement of pumping machinery; Complete work inclusive of all taxes,transportation, freight charges, inspection charges, loading, unloading, conveyance to Departmental stores / site, stacking, etc. including specials and wastage etc. It shall include providing and fixing of C.I/C.S Sluice valves of approved make and appropriate class to resist the design pressure and complete as per Tender Specifications and instruction of Engineer in charge. (Refer Vol-II-Technical specifications & Vol-III, Data Sheet No.25,26 & 27)

Phase-Ist. (i) Total Head = 230.35 m (ii) Capacity of each pump set =9.27 lps ( one stand by) (iii) Dia of R/Main = 100 mm( D.I.pipe class K-9) 1 Nos Running & 1 Nos standby (55 HP Each set)

Phase-2nd (i) Total Head = 186.42 m (ii) Capacity of each pump set =5.85 lps ( one stand by) (iii) Dia of R/Main = 100 mm( D.I.pipe class K-9) 1 Nos Running & 1 Nos standby (30 HP Each set)

Phase-3rd (i) Total Head = 164.76 m (ii) Capacity of each pump set =5.70 lps ( one stand by) (iii) Dia of R/Main = 125 mm( D.I.pipe class K-9) 1 Nos Running & 1 Nos standby (25 HP Each set)

Providing and installation of sensor based auto cut off system for dry run condition of submersible pump as per approved specification and as directed by Engineer-in-Charge.

Providing suitable digital pressure gauge ISI marked.

Schedule A4- Gravity main 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, blasting in soft/hard rock or 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 including restoration of mattelled,unmetaled surfaces to its original condition 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.

Providing, laying and jointing, testing in trenches galvanised mild steel tubes screwed and socketed, ISI marked, conformining to IS :1239 & latest with upto date ammendments including tube fitting such as bends, tees, air valves, unions and collars etc. as per direction and to the entire satisfaction of the Engineer-in-charge (Earth work in trenches to be measured and paid for separately) (Refer Vol-II-Technical specifications & Vol-III, Data Sheet No.29)

MBR to different Ground Level / Over Head Service Storage

32mm dia (M)

40mm dia ( M)

50 mm dia ( M)

65mm dia (M)

Providing, Laying, jointing and testing in trenches centrifugally cast (spun) ductile iron pipes conforming to BIS 8329-2000 (latest with up to date amendments) in a length of 5.50 meters of following class and diameter with cement mortor lining in side duty ISI marked including cost of Tyton (push or joints) fittings including testing of joints and rubber gasket (SBR quality) conforming to IS-92820-1989 (Earth work in trenches to be measured and paid for separetely ) (Refer Vol-II-Technical specifications & Vol-III, Data Sheet No.29)

MBR to different Ground Level / Over Head Service Storage

80mm dia (DI pipe K-7)

100mm dia(DI pipe K-7)

Schedule A5- Distribution System Excavation in foundation, trenches (for pipes & pits) upto all depths in pucca concrete/bitumenous surfaces 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, levelling 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 including restoration metteled,unmetalled surfaces to its original condition & 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 and jointing, testing in trenches galvanised mild steel tubes screwed and socketed, ISI marked, conformining to IS :1239 & latest with upto date ammendments including tube fitting such as bends, tees, air valves, unions and collars etc. as per direction and to the entire satisfaction of the Engineer-in-charge (Earth work in trenches to be measured and paid for separately).(Refer Vol-II-Technical specifications & Vol-III, Data Sheet No.31)

32mm dia (Medium Class)

40mm dia (Medium Class)

50mm dia (Medium Class)

65mm dia (Medium Class)

80mm dia (Medium Class)

100mm dia (Medium Class)

Schedule A6- Miscellaneous Providing and Construction of steel crossings for crossing of various dia GI pipe full of water including launching and live load should be considered as 150 kg/ sqm. The design and drawing shall be preparared by the contractor and be got approved from the competent authority befor execution of work. The item includes cost of all materials /accessories as required for C/O crossing including abbutments, Geo -tech Investigation,Railing, bearing etc.within all leads & lifts including cost of excavation and cost of all other Civil works.(C/O Crossing on khad for pipe Span-15 m, complete item in all respect.) (Refer Vol-II-Technical specifications & Vol-III, Data Sheet No.32.3)

Provision for waste water collection and carriage at habitation level including construction of soaked pit of 1.50 mts dia and 5.00 mts deep filled with bricks / gravels at various sites / locations complete in all respect with in all leads & lifts as per directions of Engineer-in-charge. (Refer Vol-II Technical specifications & Vol.-III , Data Sheet No.35 )

Schedule B1- Operation and Maintenance Operation and maintenancce of scheme from source to Tail end of the scheme in proper working condition. O & M includes the regular i.e., daily supply of designed/required quantity of potable water having water quality as per of water supply standard/protocol to the beneficiaries of the scheme up to main storage/delivery tank, from source to WTP, Main sector storage tanks at different locations as per plan and repair and maintenance of main lines. Gravity Lines, and entire distribution system alongwith maintenance of automised system of scheme. Regular maintenance of all the facilities including cleaning, washing, oil and greasing repair, replacement of worn out/damaged part of pumping machinery. pipe line, valves and electrical, Mechanical requirements, regular cleaning of all structures like storage tanks, sumpwells, intakes, channels, collection/distribution channels/pump house etc. and the disposal of the same as per the direction of the Engineer-in-charge. It includes fixing /repairing/leakage in structure, channel, pipe line, pumping machinery etc. & proper distribution of treated water and regular testing of water samples and required stages of treatment. Keeping regular and proper record of water quantity and quality, repair and maintenance work, chemical dosing and time and hours of run of pumping machinery, removal of all akind of slips, slush, uprooting of unwanted grass, shrubs, weeds etc growing near the structure and keeping the area neat and clean to the entire satisfaction of Engineer-in-charge. Planting and maintaining plants of the flowers/trees around the Pump Houses/ WTP/Storage tanks/Sump wells etc. to the entire satisfaction of Engineer-in-Charge. It includes the cost of procurement of adequate and proper tools and plants, skilled & unskilled manpower, spare-parts, oil, grease, lubricants, chemicals and all kinds of regents required for water sample testing, refilling of gaseous cylinders including mechanical and head load carriage etc. and making standby arrangement all times, instruments, equipments, stationery and any other material etc. required for O& M excluding the cost of energy charges. All the operations shall be carried out as per the CPHEEO Manual of the water supply and treatment( with latest addition(, HPPWD/HP IPH specifications, HP IPH Department norms and directions issued by the Engineer-in-Charge from time to time and sound Engineering practices. .(Refer Vol-II-Technical specifications & Vol-III, Data Sheet No.36)

1st Year

2nd Year

3rd. Year

4th. Year

5th. Year

Rajan Thakur

Unipro Techno Infrastructure Pvt Ltd

HARJEET SINGH