Package D7 Engineering procurement construction testing commissionning trial run and operation and maintenance of various components

Amount

Percolation well:- Construction of RCC Percolation Wells of 6.00 mtrs. Dia and 16.00 mtrs deep including excavation in all kinds of soil strata, dewatering, erection and lowering of well curb in the pit in M30 grade, no fine concrete, CC Work in M30, with platform 1.2 mtrs wide in steel with railing, plinth protection all around 1.5 mtrs wide with 2.4 mtrs high barbed Pannel Fencing, pre painted sheet for roofing of approved shade sloped roof with truss for load of chain pulley block 1 MT capacity. The other requirements/ specifications shall be as per Data sheet No.1 of volume III. All works shall be conforming to relevant IS Codes and to the entire satisfaction of Engineer in charge. ( Data Sheet No.1 Vol-III)

Pump House:- Construction of RCC Framed pump housecomprising of office room, attendent room, automation room, transformer room, chowkidar quarter and pannel houses, automation room, room for water testing lab (category-II) & toilet Block of size 1.5 X 1.70 mtrs. each with provision of all fixtures, fittings, septic tank, C.I. Pipe connection in all respect shall be included in plinth area rates. Doors & shutters (other than main opening which is with rolling shutters) shall be of aluminium. The outer doors & Window 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. 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, and shall also have the provision of well designed overhead gantry girder of 0.50 MT capacity for easy movement of pumps and motors.

Foundation along with/ anchored bolt of suitable length for pumps and motors shall be provided as per manufactures requirement. Floor 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 Percolation/ Tube well through inlet pipe, internal & external electrical wiring and necessary accessories like tube lights, ceiling fan, exhaust fan, minimum 6 Nos HPSV (High power sodium vapour) lamps/500 watts 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 masonry in CM. 1:6) and Gate of suitable size. In case of Square rubble masonry/ ashlar masonry only inner face shall be plastered in CM 1:6 and V/U groove pointing shall be done in CM 1:4. The Rain water pipes of 100 mm 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. The landscaping of the pump house complex shall be given by the contractor/firm so as to give good aesthetic appearance. ( Data Sheet No.2 Vol.III)

Pump house at village Rajour (On Left Bank of Baner Khad) 1 No. 272.50 Sqm.(With Gantry System)

Designing, Constructing, Testing & Commissioning of aesthetically designed ( to be approved by the competent authority) Staff Residences at following Locations including etc complete as directed by engineer in charge.. The work shall include all allied Civil Works, Site development, cutting/excavation in all kinds of soils, C/o PCC/RCC Retaining walls, Breast walls, Toilets, Septic Tanks, all internal and external electrical wiring, water supply and sanitary fittings, External Solar powered Street lighting and other allied items. The clear height of walls shall be 3.00 mtrs. above f up to slab level . The thickness of slab shall not be less than 100 mm. in all respect shall be included in plinth area rates. The outer doors & Window shall be in double shutters and aluminium grills for windows. Internal wiring shall be in PVC conduits as per relevent data sheet and scope of work.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 5 sets of structural design and drawings etc complete as directed by Engineer in charge as per relevent data sheet and scope of work.(Data Sheet No 3 A & 3 B Volume III)

Staff Quarter Type-I

Staff Quarter Type-II

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.

Staff Quarter Type-I

Staff Quarter Type-II

Designing, Constructing, Testing & Commissioning RCC Circular under ground/partial under ground storage reservoirs as per capacity given below at various stages/sites including excavation in all kinds and types of strata, soil strata including dewatering in M25 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 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 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 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 5 sets of structural design and drawings etc complete as directed by engineer in chargeas per relevent data sheet and scope of work ( Data Sheet No.4 Vol.II)

C/O Main Tank at Node 7 (Bagrot) 1700 KL Cpacity

Sector Reserviors:-Designing, Constructing, Testing & Commissioning RCC Circular under ground/partial under ground storage reservoirs as per capacity given below at various stages/sites including excavation in all kinds and types of strata, soil strata including dewatering in M25 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 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 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 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 5 sets of structural design and drawings etc complete as directed by engineer in chargeas per relevent data sheet and scope of work ( Data Sheet No.4 Vol.II) ( Data Sheet No. 4a to 4.1 L Vol-III)

Collection Tank of 1700 KL Capacity at Rajour

C/o 20,000 Ltr UG Tank at Node No 12,13,28,29,30

C/O 25000 Ltr UG Tank Node No 9,11

C/O 4,60,000 Ltr Over Head Tank 10 mtr Stg. Ht a node 35

C/O 25000 Ltr Over Head 10 Mt Stg Height Node No 14,,31

C/O 30000 Ltr UG Tank Node No 21, 27, 32, 39, 41

C/O 40000 Ltr UG Tank at Node No 16, 42, 19

C/O 40000 Ltr Over Head Tank 10 mtr Stg. Ht atNode No 22,24,33

C/O 50000 Ltr UG tank at node 18,23,45

C/O 60000 Ltr Over Head Tank 10 mtr Stg. Ht at Node No 17,34,36,38

C/O 70000 Ltr Over Head Tank 10 mtr Stg. Ht atNode No 37

C/O 1,00,000 Ltr UG Tank at Node No 40

C/O 1,30,000 Ltr UG tank at node 10,20

C/O 2,00,000 Ltr Over Head Tank 10 mtr Stg. Ht at node 26,44

C/O 3,50,000 Ltr UG tank at node 43

C/O 4,60,000 Ltr UG tank at node 15

Supply Installation Testing & Commissioning of suitable clear water submersible star rated pump set of KSB/Calama/ WPIL/ Crompton/BS/ SABAR/ Oswal/ Kirloskar make conforming to latest relevant BIS Code 8034:1976. The pump should be fitted with bronze impeller or suitable alloys suitable for handling Clear water having greased packed bearings and shaft with wound stator on motor side and with soft protection sleeve on pump side ensuring better life for shaft coupled to a submersible squirrel cage electric induction motor (water proof type) of required HP .The impeller of pump shall be directly mounted on extended submersible sq cage motor shaft conf to BIS 9238-1979 with up to date amendments of 2950/1450 (N) RPM, 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% 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 (working + standby), necessary piping and control valves along with 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, technical data Sheets and instruction of Engineer in charge.6 sets (3 as standby) ( Data Sheet No. 5 Vol-III)

Booster stage:- S/E Submersible pump from P/Well to C/Tank PW to RWT = 16.59 LPS with head of 49.40 m 6.0 Nos Pumps ( 3 standby) Total Sets = 6 Nos

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 incharge.

Providing suitable digital pressure guage ISI marked

PUMPING MACHINERY CENTRIFUGAL:- 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, In series/parallel 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 4508 FN8 with cast iron casing coupled directly through a flexible coupling on a common MS/Cast steel base plate (base plate to be from the manufacturer of the pumping unit only) to slip ring/ squirrel cage screen protected drip proof induction motor /motors of standard make such as Kirlosker/BHEL /Crompton /NGEF /GEC/Siemens/Jyoti /ABB and suitable for operation on 400(+/-)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 (working + standby), necessary piping including common header and 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. 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. ( Data Sheet No. 5 Vol-III)

Stage 1st - Centrifugal Machinery of discharge 16.59 LPS with head of 328.33 m = 6.00 Nos Pumps ( 3 standby)

Providing and installation of sensor based auto cut off system for dry run condition of Centrifugal pump.as per approved specification and as directed by engineer incharge.

Providing suitable digital pressure guage ISI marked

Rising Mains 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. (Refrence Volume III Data Sheet No 6 & Refer Volume II for Technical Specification)

Providing, laying,jointing, testing & commissioning at site in trenches bevelled ended BIS marked MSERW with steel grade L 290 or X 42 confirming to ISO 3183-2012 with up to date amendments or its equivalent latest with up to date ammendments of following dia., having wall thickness & per Rmt weight as mentioned below & capable of withstanding required test pressure as prescribed in BIS code, in random lengths of 5.5 to 6.5 mtr. The pipe's ends shall be bevelled suitable for butt welding, including the cost of jointing with butt welding conforming to IS 816-1969 or latest as applicable ends with up to date ammendments (leak proof) in three layers at site of work with welding rods of standard make & all allied accessories whatever required for welding at site, tail pieces, tees, bends & other specials i/c all types of valves such as sluice valve, reflux valve, air valves and C/O chambers, thrust blocks wherever required manufactured from parent pipes as applicable to the particular reach & of approved specification as per site conditions. and cutting of pipes wherever required as per site requirement i/c carriage in all leads & lifts and as directed by Engineer-Incharge. The pipe shall have's zinc coating inside & outside confirming to IS-4736-1986 with zinc coating not less than 400 gm/sqm or latest with up to date ammendments & shall be engraved with IS 3183-2012 or its equivalent . The laying shall confirm to BIS 5822-1970 or latest with up to date amendments.Negative tolerance in thickness and mass of pipe will not be accepted.

In case the dia class and thickness of pipes changes after recovery and approval of design from the Vibhag the rates shall be payable on prodata basis.(Refrence Volume III Data Sheet No 6)

Booster Stage:Rising Main from 3 Nos. P/Well's at Rajour to Coll. Tank PW 1 ,2 GMSERW pipw 200 mm dia 4.8 mm thick mm dia (3 x 450=1350 Rmt. ) Class L 290 or X42

Main Stage: Pump House to Main Tank at Node 7 (Bagrot) 300 mm dia (Rd 0-900. ) =900 Mtr 6.40 mm thick L-290 X 42

Main Stage: Pump House to Main Tank at Node 7 (Bagrot) 300 mm dia (Rd 900-3300 ) =2400 Mtr 5.60 mm thick Class L 290 or X42

Main Stage: Pump House to Main Tank at Node 7 (Bagrot) 300 mm dia (Rd 3300-9040 ) =5740 Mtr 4.80 mm thick Class L 290 or X42

Providing MS flanges (In pairs) for the joints of MSERW (confirming to BIS 3183-2012) same shall confirm 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.

Table - 5 (200mm)

Table - 28 ( 300 mm ) (RD 0-6600)

Table - 17 ( 300 mm ) (RD 6600-7200)

Table - 5 ( 300 mm ) (RD 7200-9040)

Providing and fixing of double flange cast steel N.R.V of leader/Kirlosker/KSB make of various dia dia BS: 1868 - ASA-300 & ASA-600 for the delivery line of pump house and capable of with standing the normal sheet pressure and as per upto date ammendments and compatable to automation. complete in all respects for 1st and 2nd stage rising mains as below. 300 mm dia

Providing double flanged Cast steel sluice valve of Leader/Kirlosker/KSB make class ASA-300 & ASA -600 for the suction pipe and capable of with standing the nominal seat pressure as per IS: 1414-API 600 with upto date ammendments and compatable to automation as per direction andto the entire satisfaction of Engineer-in-Charge with in all leads and lifts.300 mm dia

Providing and fixing of acting air valve of various dia BS: 1818- G I testpressure and as per upto date ammendments including MS flanges with table 28,17 and 5 gasket sheet etc. complete in all respects Rising mains as below. A) 50 mm dia

C/O Thrust Block at every in CC 1:1.5:3 (1 cement :1.5 sand :3 graded stone add 20 mm NS) i/c cost of Excavation , form work , CC work, and reinforcement & curing complete of tentative size 1.50m x 1.50m x 2.00m to provide support to rising main pipe after every 100 m length complete as per direction and to the entire satisfaction of Engineer -in-Charge with in all leads and lifts. (The RD wise structural design shall got approved from the competent autrhority prior to construction of Thrust/Anchor blocks)

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 unmetaled/ mattelled surfaces 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.7 & 8 Vol-III & Refer Volume II for Technical Specification)

Providing, Laying, jointing, testing and commissioning in trenches centrifugally cast (spun) Ductile Iron pressure pipes for water, gas and sewage with socket and spigot ends 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 to 6.00 mtrs. class K7 suitable for push on joint (rubber gasket D-jointing) including all tube fittings required as per actual site of work with in all leads and lifts including , but not limited to, cost of Tees, bends, short pieces, collars, joints, specials, Sluice valve, chamber for sluice valve & Thrust block. All the fittings including tees, bends, short pieces, joints, collars and other specials shall necessarily be from the same manufacturer as the D.I. pipe itself. (Earth work in trenches to be measured and paid for separately) as per relevent data sheet and scope of work. (Refer Vol-III, Data Sheet No, 7)

For Gravity Mains

80 mm DI Pipe( K-7) Socketed &Spigotted

100 mm DI Pipe( K-7) Socketed &Spigotted

150 mm DI Pipe( K-7) Socketed &Spigotted

200 mm DI Pipe( K-7) Socketed &Spigotted

Providing, laying and jointing, testing in trenches galvanised mild steel tubes screwed and socketed conformining to IS :1239 including tube fitting such as Gate valves, bends, tees, air valves, unions ,nipples 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) as per relevent data sheet and scope of work

For Distribution Network

32 mm dia (Light Class)

40 mm dia (Light Class)

50mm dia (Light Class)

65mm dia (Light Class)

80mm dia (Light Class)

100mm dia (Light Class)

AUTOMATION OF ENTIRE SYSTEM : The tenderer/firm shall automate the scheme a/w Pumping machinery & other units (as per Technical Specifications given in Vol-II) scheme upto MBR-1 & five storage tanks (As decided by the Engineer-in-Charge) and shall be automated in such a way that these are automattically operated at pre fixed hours/ time or any other logic decided by the department and operated from main SCADA centre at Rajour Pump house. The entire automation is to be carried out as per the technical data sheets for Electrical, Instrumentation and automation works Volume III in accordance with the technical specifications for automation attached in Volume II. Electromagnetic flow meters of approved makes shall be provided at each storage reservoir outlets and its output in the shape of total quantum of water delivered in a hour day and month shall be generated at main control station. GSM based devices shall be installed at each tank location, which shall send massages through SCADA station at remote access location . This data

Supply , delivery of veichle (Refer volume III Data Sheet 12)

Mohindra XUV 500

Mohindra Bolero Diesel Engine 2523 CC , AC with mannul transmission 7 seater B 6 (O)

Mohindra Bolero Camper Gold Diesel Engine 2523 CC , AC with mannul transmission 5 seater

Fencing work around all civil works such as Pump Houses, 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.(Data Sheet 9 Volume III)

DISINFECTION :-Supply, delivery, erection and commissioning of Auto-Chlorination system comprising of components such as i) Vaccum Feed wall mounted chlorinator of capacity upto 6KG/Hr,ii) Booster pump of capacity 6m3 of 40 MWC, iii) Online Chlorine analizer, iv) Chlorine leak detector, v) Piping valve fittings, vi) Filled chlorine cylinder of 100 Kgs capacity installation and of acessories , Providing and safety kit and all other equipments complete at Collection Tank & at Main tank (Data Sheet 11 Volume III)

Designing, Constructing, Testing & Commissioning of Approach road from Kuthar to Percolation well at rajour including all allied Civil Works , Electrical works, Sanitay work, Site development, cutting/excavation in all kinds of soils, C/o PCC/RCC Retaining walls, Breast walls, Toilets, Septic Tanks, internal and External Solar powered Street lighting, External landscaping, Fire Fighting arrangement, Gantry Crane, dewatering etc complete as directed by engineer in charge 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.(Refrence Volume III Data sheet No 14)

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 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/ Storage tanks/Sump wells etc. to the entire satisfaction of Engineer-in-charge. It includes the cost of procurement of edequate 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, stationary 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/HPIPH specifications, HPIPH 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,-13) For Five Years

1st Year

2nd Year

3rd Year

4th Year

5th Year

HARJEET SINGH

R.G. INDUSTRIES