Engineering procurement construction testing commissioning trial run and operation and maintenance of various components for Source level Augmentation of various water supply schemes under JSV Sub Division Swarghat in Tehsil Shri Naina Devi Ji

Amount

Schedule A1- Civil Works

Designing, Construction, Commissioning & Testing of RCC Intake Well cum pump house which shall include tapping water from Bhakra Dam, 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 limited to) is10 m deep & 6 m dia with a clear height of pump house as 6m. Provision of inlet port at 2 different drawl levels. Including sluice valves with spur gear operations, bell mouth with strainer & screens and 5 metric tonness gantry girder (manualy operated) with chain pulley block & approach ramp for intake etc. complete 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.1 )

Designing (aesthetically), Providing, Constructing, Testing & Commissioning of Water Treatment Plant of 6.90 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.3.1 &3.2 )

Designing, Constructing, Testing & Commissioning of Pump House & Chowkidar Room at following Locations 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 shall be for regular electricity 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.(Refer Vol-II-Technical specifications & Vol-III, Data Sheet No. 2)

Pump House at Booster Stage at Nella Refer Vol-II-Technical specifications & Vol-III, Data Sheet No. 2

Pump House near WTP at Gwalthai Refer Vol-II-Technical specifications & Vol-III, Data Sheet No. 2

3rd & 4th stage ,Kanfara and Bhuwai (2 No.) Refer Vol-II-Technical specifications & Vol-III, Data Sheet No. 2

Providing internal electrification to Pump house cum attendent quarter . Refer Vol-II-Technical specifications & Vol-III, Data Sheet No. 2

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 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 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.(Refer Vol-II-Technical specifications & Vol-III , Data Sheet No.4.1 To.4.26)

Main Balancing reservoir MBR

C/O RCC Sump well 865000 Ltr.at Node-2 ( near village Gawalthai )

C/O RCC MBR 435000 Ltr. Capacity at Node- 3

C/O RCC MBR 535000 Ltr. Capacity at Node- 4

C/O RCC Sump well cum Storage tank 255000 Ltr.Capacity at Node- 5 and Node-6

C/O RCC Sump well cum Storage tank 250000 Ltr.Capacity at Node- 54

C/O RCC Sump well cum Storage tank 210000 Ltr.Capacity at Node- 17

C/O RCC Sump well cum Storage tank 140000 Ltr.Capacity at Node- 32

C/O RCC MBR 115000 Ltr.Capacity at Node- 33

Service Reservoir (Sector storage tank )

C/O RCC Storage Tank of 125000 Litres Capacity at Node- 8

C/O RCC Storage Tank of 105000 Litres Capacity at Node- 34

C/O RCC Storage Tank of 95000 Litres Capacity at Node- 47

C/O RCC Storage Tank of 85000 Litres Capacity at Node- 19

C/O RCC Storage Tank of 80000 Litres Capacity at Node- 39

C/O RCC Storage Tank of 75000 Litres Capacity at Node- 7 ,10 ,14 and 41

C/O RCC Storage Tank of 70000 Litres Capacity at Node- 37

C/O RCC Storage Tank of 65000 Litres Capacity at Node- 9

C/O RCC Storage Tank of 60000 Litres Capacity at Node- 15

C/O RCC Storage Tank of 55000 Litres Capacity at Node- 11, 20, 23, 26 and 28

C/O RCC Storage Tank of 45000 Litres Capacity at Node- 48 and 51

C/O RCC Storage Tank of 40000 Litres Capacity at Node- 29 and 46

C/O RCC Storage Tank of 35000 Litres Capacity at Node- 21

C/O RCC Storage Tank of 30000 Litres Capacity at Node- 22 and 25

C/O RCC Storage Tank of 25000 Litres Capacity at Node- 13, 30, 49 and 55

C/O RCC Storage Tank of 20000 Litres Capacity at Node- 20, 24, 31, 42 and 57

C/O RCC Storage Tank of 15000 Litres Capacity at Node- 18, 27 and 35

C/O RCC Storage Tank of 10000 Litres Capacity at Node- 16, 58, 52 and 56

Fencing work around all the civil works such as , MBRs, SRs etc. one metre high wire bed fencing over plint ( 0.45 mt ht of CC 1:3:6) 1.80 mtr high ISA 50x50x5 mm post @ 2.50 mtr centre to centre including with nine horizontal lines and two diagonal of Galvanised mild steel barbed wire confirming to IS:278-1962-type-1, weighting 9.38 Kg/100mtr minimum strained and fixed to post with proper fastening arrangement. The ISA post shall be embeded 450 mm deep in C:C 1:2:4 with proper fastening arrangement protected with using suitable primer and anti corrosive paint level difference at different points shall be suitabily taken care so as to look asthetically good including cost of excavation foundation concrete and providing and fixing M.S. Gate of suitable size where required complete in all respect to the entire satisfaction of the Engineer-in-charge ( Refer to Technical specification volume-II )

Fencing work around all the civil works with fencing pannel size 1.8X1.20 mts with jali 25X25mm welded to M.S black tube of 14gauge with M.S flate 20X3mm M.S hold fast embeded in brick massonry pillar 1.50m ht over 0.45mt ht. of CC 1:3:6 wall above ground . Size of Brick masonry pillar 0.35X0.35 mt . to intake structure , Pump Houses in both phases etc. including cutting welding painting proper fastening arrangement protected with using suitable primer and anti corrosive paint level difference at different points shall be suitabily taken care so as to look asthetically good including cost of excavation foundation concrete , brick masonery , plastering in conc. wall and providing and fixing of M.S. Gate of suitable size complete in all respect to the entire satisfaction of the Engineer-in-charge. ( Refer to Technical specification volume-II )

Schedule A2- 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. (Refer Vol-II-Technical specifications & Vol-III, Data Sheet No. 6)

Providing and laying cement concrete 1:4:8 (1 cement:4sand:8 graded crushed stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all leads and lifts and to the enitre satisfaction of Engineer-in- charge. (Refer Vol-II-Technical specifications & Vol-III, Data Sheet No. 6)

Providing and laying cement concrete 1:2:4(1cement:2sand:4graded crushed stone aggregate 20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced work in:- suspended floors, roofs etc including carriage of material within all leads and lifts. (Refer Vol-II-Technical specifications & Vol-III, Data Sheet No. 6)

Providing form work with steel plates 3.15mm thick welded with angle iron 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 centring below supporting floor to ceiling not exceeding 4mtr. and removal of the same for insitu -reinforced concrete and plain concrete work in :

In walls (any thickness but not less than 0.10m thickness) partitions and string courses and like.(Refer Vol-II-Technical specifications & Vol-III, Data Sheet No. 6)

Providing tor steel reinforcement for reinforced cement concrete work including bending binding and placing in position complete including the cost of binding wire in all leads and lifts.(Refer Vol-II-Technical specifications & Vol-III, Data Sheet No. 6)

Providing ,Laying , jointing & testing of MSERW pipe as per IS:3183-2007,in trenches of below mentioned diameter in a random length of 4 - 6 mtr. including anticorossive treatment and jointed with every fifth joints welds & remaining other Circumferencial Butt Welded joints by electrical arc welding to required dia MSERW Pipe welded in requisite number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS : 816-1969 specifications, by using welding electrodes of 2.50 mm to 6.30 mm of Advani Oerlikon (Adore) - CITOJET / ESAB make, conforming to IS:814-1991, at site of work complete in all respects, including manual / mechanical handling of pipes in all leads and lifts to the entire satisfaction of Engineer-in-Charge.(The earth work in trenches, to be measured and paid for separately) (5% flanged joint & remaining butt joint). The pipes shall be factory galvanized (zinc coating both inside and outside) as per relevant IS standards and the damaged portion of the pipes and specials made from the parent tube shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA specifications C-203-2015. The welding electrodes shall be as per IS 814:2004 of Advani Oerlikon/ L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & direction of Engineer in charge with in all leads and lifts. (Earth work in trenches shall be measured and paid for separately) . (Refer Vol-II-Technical Specifications & Vol-III, Data Sheet No.6 )

Intake TO Sumpwell (Booster stage)= 30 Rmt, Booster stage to WTP Stage-II = 7000 Rmt and WTP Stage-II to Node 2 to MBR Node 3 Dohrian = 3700 Rmt ) Total= 10730 Rmt

300 mm dia -MS-Pipe Grade-X-52 L-360, 4.80 mm thickness

WTP Stage-II to Node 2 to MBR Node 3 Dohrian

300 mm dia. MS pipe 5.60 mm Thickness,(Grade-X-52 L-360)

300 mm dia. MS pipe 6.40 mm Thickness,(Grade-X -52 L-360)

300 mm dia. MS pipe 7.10 mm Thickness,(Grade-X -52 L-360)

Stage-III to Node 4 to MBR Node 5 Badoh

250 mm dia. MS pipe 4.80 mm Thickness,(Grade-X -52 L-360)

Stage-iv to Node 32 to MBR Node 33 Dadrana.

200 mm dia. MS pipe 4.80 mm Thickness,(Grade-X -52 L-360)

Providing, laying,fixing, jointing in trenches MS pipe of following diameters confirming to BIS 3183-2012, of following grade and having wall thickness as specified below with plain end and capable of withstanding required test pressure in random length of 4 to 7 meters, including specials, short pieces, bends reducers, tees etc. made from parent tube, providing and welding of MS flanges detailed as below. The MS flanges shall confirm to BIS 6392-1971 (with latest uptodate ammendments) duly welded in two layers (two inner and two outer)with pipes at both ends as per relevant BIS standards along with nuts and bolts of required sizes, 3 mm thick compressed asbestos fibre / synthetic rubber gaskets confirming to relevant BIS standard. The laying of pipe will include all operations such as cutting, welding, jointing, providing and fixing of MS flanges, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including finishing , 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 pipes shall be factory galvanised (zinc coating both inside and outside) as per relevant IS standards. The welding electrodes shall be as per IS 814 of Advani Oerlikon/L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning and hydrolic testing complete to the best satisfection and direction of Engineer in charge with in all leads and lifts. (Earth work in tranches will be measured and paid for saprarately).Refer vol.-II Tech. specifications and Vol.-III Data Sheet No.-6

300 MM Flange Table- 34

300 MM Flange Table- 28

300 MM Flange Table- 23

300 MM Flange Table- 17

300 MM Flange Table- 11

300 MM Flange Table- 5

250 MMM Flange Table-28

250 MMM Flange Table-23

250 MMM Flange Table-17

250 MMM Flange Table-5

200 MM Flange Table- 28

200 MM Flange Table- 23

200 MM Flange Table- 5

Schedule A3- Pumping Machinery and Electrical works

Supply Installation Testing & Commissioning with automation (to be paid separetely) of suitable Raw water submersible pumpset capable of handling 1500 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% ) 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, 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. Combination of pump sets (with 100% standby) Discharge = 70.31 LPS , Total Head= 24.22 Mtr.(Refer Vol-II-Technical specifications & Vol-III, Data Sheet No, 8)

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 (working + 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. 9)

BOOSTER STAGE TO WTP STAGE - II

Combination of pump sets (with 2 no working 1 no standby) Discharge =35.16 LPS, Total Head: 262.81 Metre

WTP STAGE - II Node 2 to MBR 3 Dohrian

Combination of pump sets (with 2 no working 1 no standby) Discharge =35.16 LPS, Total Head:519.16 Metre

STAGE - III Node 4 to MBR 5 Badoh.

Combination of pump sets (with 2 no working 1 no standby) Discharge = 21.69 LPS, Total Head: 300.73 Metre

STAGE - IV Node 32 to MBR 33 Dadrana.

Combination of pump sets (with 2 no working 1 no standby) Discharge =10.29 LPS, Total Head:362.57 Metre

Schedule A4- Gravity Main & Distribution System

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 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. 7)

100 mm dia (Medium Class)

80 mm dia (Medium Class)

65 mm dia (Medium Class)

50 mm dia (Medium Class)

40mm dia (Medium Class)

32mm dia (Medium Class)

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. 7)

150 mm diameter (K-7)

250 mm diameter (K-7)

Schedule A5- Automation

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 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. 12)

1st year O&M

2nd year O&M

3rd year O&M

4th year O&M

5th year O&M

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