H1 Engineering procurement construction testing commissioning trail run and operation and maintenance of various components of Augmentation of sources of various LWSS from River Beas of barsar area Barsar Constituency in Tehsil Barsar

Amount

Note : Before Finalization of source the bidder has to carry out Baseline survey & studies, source feasibility studies, Survey and Investigation details are given in datasheet

Schedul A1 Civil work

C/O RCC framed Intake structure & Pump Room

Survey ,Designing, Constructing, Testing & Commissioning (to be approved by the competent authority) of RCC framed Intake Structure at Chumukha Temple on left bank of river beas Locations including all allied Civil Works, excavation work in foundation in all kinds of soils i/c dewatering etc. internal regular electricity supply & external solar powered Street lighting, landscaping at Intake point as per site requirement, C/O room over RCC frame structure to house pannel board & other allied accessories including providing & fixing of Chain Pulley / Gantry 5 Tonne alongwith MS rail along longitudinal wall of approved ISI make electrically operated alongwith all allied accessories and painting with asian apex ultima with priming coat and wall putty full finished and fire fighting system complete and access up to pannel room including M.S side railling RCC stairs etc. & site development as directed by Engineer in charge. The contractor shall provide 6 sets of approved drawing with design and one soft copy to the department. ( Refer to Technical specification volume-II , Part A&B and Volume -III Data sheet No.1, )

RCC framed Intake structure with one room At Chamukha Temple Minimun clear heigth of structure /pillar shall be 16.40 rmt. at Chamukha Temple.

C/O Pump houses

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 regular elactricity supply 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 to Technical specification volume-II Part A& B and Volume -III,Data sheet No.2a)

Phase-I Stage I, At Kohla (Area 173.6sqm)

Stage-II At Samtana (Area 71.21 sqm)

RCC Circular under ground/partial under ground storage reservoirs ( Refer to Technical specification volume-II Part A& B and Volume -III Data sheet No.4 a - L )

Designing, Constructing, Testing & Commissioning R.C.C. Circular underground/ partially under ground / 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 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/aluminium 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 i.c testing of bearing capacity at site . 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 six 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.Reffer vol. II Technical specification part A & C vol. III data sheet no. 4 (a-L).

Construction of Main tank 1000 KLD at Basatar and no. of main tank 4

Construction of clear water tank 860 KLD at Singhwin and no of tank 2

Construction of clear water tank 250 KLD at Chambey

Construction of clear water tank 1050 KLD at Deotsidh and no of tank 2

Construction of water tank 480 KLD at Bijhari

Construction of clear water tank 980 KLD at Tikker

Construction of water tank 175 KLD at Tipper

Construction of water tank 785 KLD at Salouni

Construction of water tank 950 KLD at Dugwar

Construction of water tank 100 KLD at Sohari

Construction of water tank 530 KLD at Samtana

Construction of water tank 425 KLD at Sangeri

Construction of water tank 260 KLD at Sundhara

C/0 percolation wells :-(5 Nos. for Kohla area). Designing , Construction, Testing & Commissioning ( to be approved by the competent authority ) and costruction of percolation well with 6.00 mtr internal daimeter and 10.00 mtr depth ( including 10 mrts sunction depth),having RCC circuler structure , Roofing with RCC slab , Walk way / peasage CI Rungs inside the percolation well with connecting path having arrangment of chain pulley of suitable capacity for lowering the pumping machinery complete in all respects to the entire satisfaction of the Engineer-in- charge . The contractor shall provide six sets of approved drawing and design with one soft copy of the department. (Refer Technical specification volume-II Part A& B and Volume -III Data sheet no. 1-b )

Excavation in foundation for digging well in dry excavation from G.L.upto the level,where well curb is placed the level,where well curb is placed depth.

Wet well sinking gravel including all pumping, soring etc.

From spring level to 3.00 mtr.depth

From spring level to 3.00 metre to 6 metre depth

From spring level to 6.00 mtr.depth to 9 metre depth

From spring level to 9.00 mtr.depth to 10 metre depth.

Steel work in single section i/c cutting, hoisting & fixing in position etc.in RS joists,Channels,angles & tees etc.

Lowering of well curb complete in all respect.

Providing and laying cement concrete work using concrete mix of M-25 with graded stone aggregate 20mm nominal size ) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:-

uspended floors, roofs, landings and shelves and their supports, balconies, beams ,griders bressumers and cantilevers upto all floor level.

Columns, Pillars & Posts etc.

Providing & Laying no fine concrete 1:4 (1cement : 4 stone aggregate) complete in all respect

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 insitu reinforced concrete and plain.

Vertical surfaces such as wall (any thick.) partitions & the like i/c attached pillasters, buttresses,plinth & string courses & the like.

Flat surfaces such as soffits of suspended floors, roofs, landings and the like floors upto 200mm kin thickness.

Beams, cantilevers, girders & lintel , sides & soffits of beams , haunching , cantilevers , bressumers 1.00 mrts. In depth in all heights from floor

Providing Tor steel reinforcement for RCC work including bending, binding & placing in position complete upto floor two level.

Square rubble masonry with approved quality i/c racking out of joints in foundation & plinth in CM 1:4 (1cement : 4 sand) upto G.L

Square rubble masonry with approved quality i/c racking of joints in superstructure i.e. above NSL/GL with CM 1:4 (1 cement: 4 Sand)

20mm cement plaster in single coat of rough sides of bricks / concrete stone walls for interior plastering upto floor two level including arrises internal rounded angles chamber and rounded angles not exceeding 80mm in girth and finished even and smooth in cement mortar 1 : 3 (1cement : 3 sand) in all leads and lifts.

P/L cement concrete work using concrete mix of M-10 with graded stone aggregate 40 mm nominal size) & curing complete excluding the cost of form work in found. & plinth.

Brick masonry using common burnt clay bricks in foundation & plinth in CM 1:4 (1cement : 4 sand)

Providing 200 mm wide CI rungs with chequered or ribbed non slip surface i/c fixing in structure with 200 x 200 x 100 mm cement concrete 1:3:6 ( 1 cement :3 sand : 6 graded stone aggre 20 mm nominal size )

Boulder/Stone filling dry hand packed tightly complete under lean conrete to prevent the entry of surface water.

WATER TREATMENT PLANT: Designing (aesthetically), Providing, Constructing, Testing & Commissioning of Water Treatment Plant of 8.70 MLD Capacity at Kohla for 16.00 Hours Pumping based on Rapid Sand Gravity Filteration, 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, Inter-connecting Path, Walkway, Storm Water Drains, Scouring arrangement, Fencing, 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 to Technical specification volume-II Part A& B and Volume - III Data sheet No. 3,10 & 11 )

at Kohla

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, Part A&B Technical specifications and Vol-III Data sheet No 6 )

Providing, laying, jointing and testing in trenches of Galvanized GMS pipes by circumferancial butt welded pipes with 5 % flanged joint in between ( cost of 5% flanged joints to be measured & paid seperately i.e in item No.10.02 to 10.24 of BOQ) including cost of bends of all degrees conforming to IS: 1239-1990 (Part-II) 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.The M.S. flanges are to be provided 5% of total joints and remaining 95% joints with butt welded joints as detailed below. The laying of pipe shall include all operation such as cutting, welding, jointing, providing & fixing of MS flanges, fabrication of bends, tees,valves etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The pipes shall be factory galvanized (zinc coating both inside and outside) as per IS:4736 -1986 (with upto date ammendments) with mass of zink coating not less than 360 gm/m2. The welding electrodes shall be as per IS 814:2004 of Advani Oerlikon/ L&T or ISI marked make. The work shall be done as per entire satisfactio of Engineer- in- charge with in all leads and lifts. 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, flanged joints,will be measured and paid for sparately. The diameter and class / material of pipe are indicative. Since the re-survey and re-design of proposal / scheme is to be carried out by the lowest bidder, the design/drawings are to be approved by the competent authority of the department. If there is any variation in size, material, class & wall thickness of pipe and jointing,valves,specials etc,the rates shall be worked out on prorata basis and will be paid accordingly. The tolerance in pipes shall be accepted as per relavent ISI BIS code (with up to date ammendments). ( Refer to Technical specification volume-IIpart B and Vol-lII Data sheet No.6)

Booster Stages and Percolation Wells 1 to 5 :-

G.I. Pipe 150mm Dia, M Class, Wall Thickness 4.80mm, From RD 0 to 800,

G.I. Pipe 150mm Dia,M Class Wall Thickness 4.80mm, From RD 0 to 1000

G.I. Pipe 150mm Dia, M Class, Wall Thickness 4.80mm, From RD 0 to 1200

G.I. Pipe 150mm Dia ,M Class, Wall Thickness 4.80mm, From RD 0 to 1300

G.I. Pipe 150mm Dia, M Class ,Wall Thickness 4.80mm, From RD 0 to 1500

Providing, laying, jointing and testing in trenches of Galvanized MSERW by circumferancial butt welded pipes with 5 % flanged joint in between ( cost of 5% flanged joints to be measured & paid seperately i.e in item No.10.07 to 10.24 of BOQ) including cost of bends of all degrees conforming to IS/ISO:3183-2007 with steel grade ,L-485 X -70 , L-290 X-42, 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. The laying of pipe shall include all operation such as cutting, welding, jointing, providing & fixing of MS flanges, fabrication of bends, tees,valves etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The pipes shall be factory galvanized (zinc coating both inside and outside) as per IS:4736 -1986 (with upto date ammendments) with mass of zink coating not less than 360 gm/m2. The welding electrodes shall be as per IS 814:2004 of Advani Oerlikon/ L&T or ISI marked make. The work shall be done as per entire satisfactio of Engineer- in- charge with in all leads and lifts. 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, flanged joints . The diameter and class / material of pipe are indicative. Since the re-survey and re-design of proposal / scheme is to be carried out by the lowest bidder, the design/drawings are to be approved by the competent authority of the department. If there is any variation in size, material, class & wall thickness of pipe and jointing,valves,specials etc,the rates shall be worked out on prorata basis and will be paid accordingly. The tolerance in pipes shall be accepted as per relevant ISI BIS code (with uptodate ammendments). ( Refer to Technical specification volume-II Part B, and Volume -III Data sheet No.6)

R/main from Intake (Beas River) to Raw water Tank

GMSERW Pipe 350 mm, ISO;3183, 2007, L-290 X 42 or A, Wall Thickness4.80 mm, From RD 0 to 2800

R/main from Samtana Head Works to Sangeri Tank (Zone B Phase II nd)

GMSERW Pipe 150 mm, ISO;3183, 2007, L-290,, Wall Thickness 5.20 mm, From RD 0 to 300

GMSERW Pipe 150 mm, ISO;3183, 2007, L-290, , Wall Thickness 4.80 mm, From RD 300 to 450

GMSERW Pipe 150 mm, ISO;3183, 2007,L-290, ,Wall Thickness 4.80 mm, From RD 450 to 1000

GMSERW Pipe 150 mm, ISO;3183, 2007,L-290, Wall Thickness 4.80 mm, From RD 1000 to 1250

GMSERW Pipe 150 mm, ISO;3183, 2007, L-290, Wall Thickness 4.80 mm, From RD 1250 to 1500

R/Main from Clear Water Tank at Kohla to Main Storage Tank at Basatar.

GMSERW Pipe 500 mm, ISO;3183, 2007,L485 or X 70,, Wall Thickness 11.10 mm, From RD 0 to 5000

GMSERW Pipe 500 mm, ISO;3183, 2007,L485 or X 70,Wall Thickness 9.50 mm, From RD 5000 to 13000

GMSERW Pipe 500 mm, ISO;3183, 2007,L485 or X 70,, Wall Thickness 8.70 mm, From RD 1300 to 19000

GMSERW Pipe 500 mm, ISO;3183, 2007,L485 or X 70, Wall Thickness 7.90 mm, From RD 19000 to 25000

GMSERW Pipe 500 mm, ISO;3183, 2007,L485 or X 70 ,Wall Thickness7.10 mm, From RD 25000 to 28000

GMSERW Pipe 500 mm, ISO;3183, 2007,L485 or X 70 ,Wall Thickness 5.60 mm, From RD 28000 to 32000

GMSERW Pipe 500 mm, ISO;3183, 2007,L485 or X 70 ,Wall Thickness 5.60mm, From RD 32000 to 33000

GMSERW Pipe 500 mm, ISO;3183, 2007,L485 or X 70, Wall Thickness 5.60 mm, From RD 33000 to 34000

GMSERW Pipe 500 mm, ISO;3183, 2007,L485 or X 70,, Wall Thickness 5.60 mm, From RD 34000 to 34890

Providing welding and fixing of M.S. flanges @ 5% of joints, conforming to following tables as per IS 6392-1971 (Latest with up to date amendments) and welding of MS flanges with GMS/MSERW pipes in two layers on both faces i.e two layer on outer faces and two layer on inner faces to make the joint leak proof (The cost of providing and laying of MSERW pipes to be measured and paid for separtely). The welding of flanges should conform to IS 816-1969 with electrodes as per IS: 814-1991 and required number of nuts and bolts conforming to IS 1364, the thicthness of gasket not less than 3.00 mm conforming to IS 2712-1998. The work shall be done as per entire satisfactio of engineer in charge with in all leads and lifts

In between R/main from Intake (Percolation well 1 to 5) to Clear water Tank

G.I. Pipe 150mm Dia,FT-5 .00 Wall Thickness 4.80mm, From RD 0 to 800

G.I. Pipe 150mm Dia, FT-5 .00 Wall Thickness 4.80mm, From RD 0 to 1000

G.I. Pipe 150mm Dia, FT-5 .00 Wall Thickness 4.80mm, From RD 0 to 1200

G.I. Pipe 150mm Dia, FT-5 .00 Wall Thickness 4.80mm, From RD 0 to 1300

G.I. Pipe 150mm Dia,FT-5 .00 Wall Thickness 4.80mm, From RD 0 to 1500

R/main from Intake ( Beas River) to Raw water Tank (In between)

GMSERW Pipe 350 mm, ISO;3183, 2007,, L-290 X 42 Wall Thickness 4.80 mm, From RD 0 to 2800 Table-5

In between R/main from Samtana to Sangeri Tank (Zone B Phase II nd)

GMSERW Pipe 150 mm, ISO;3183, 2007 (L-290), Wall Thickness 5.20 mm, Flange Table-28, From RD 0 to 300

GMSERW Pipe 150 mm, ISO;3183, 2007 (L-290), Wall Thickness4.80 mm, Flange Table-28 From RD 300 to 450

GMSERW Pipe 150 mm, ISO;3183, 2007, Wall Thickness4.80 mm, Flange Table-23 From RD 450 to 1000

GMSERW Pipe 150 mm, ISO;3183, 2007, Wall Thickness4.80 mm, Flange Table-17 From RD 1000 to 1250

GMSERW Pipe 150 mm, ISO;3183, 2007 ,Wall Thickness4.80 mm, Flange Table-11 From RD 1250 to 1500

R/Main from Clear Water Tank at Kohla to In between Main Storage Tank at Basatar.

GMSERW Pipe 500 mm, ISO;3183, 2007,L485 or X 70,FT- 38, Wall Thickness 11.10 mm, From RD 0 to 5000

GMSERW Pipe 500 mm, ISO;3183, 2007,L485 or X 70,FT- 38, Wall Thickness 9.50 mm, From RD 5000 to 13000

GMSERW Pipe 500 mm, ISO;3183, 2007,L485 or X 70,FT- 38, Wall Thickness 8.70 mm, From RD 13000 to 19000

GMSERW Pipe 500 mm, ISO;3183, 2007,L485 or X 70,FT- 38, Wall Thickness 7.90 mm, From RD 19000 to 25000

GMSERW Pipe 500 mm, ISO;3183, 2007,L485 or X 70,FT- 38, Wall Thickness7.10 mm, From RD 25000 to 28000

GMSERW Pipe 500 mm, ISO;3183, 2007,L485 or X 70 ,FT- 28,Wall Thickness 5.60 mm, From RD 28000 to 32000

GMSERW Pipe 500 mm, ISO;3183, 2007,L485 or X 70 ,FT- 17,Wall Thickness 5.60mm, From RD 32000 to 33000

GMSERW Pipe 500 mm, ISO;3183, 2007,L485 or X 70 ,FT- 11,Wall Thickness 5.60 mm, From RD 33000 to 34000

GMSERW Pipe 500 mm, ISO;3183, 2007,L485 or X 70,,FT- 5 Wall Thickness 5.60 mm, From RD 34000 to 34890

Providing double flanged Cast Steel Reflux valve ,Follwing class of Leader/ Kirloskar make capable of with standing following normal seat pressure conforming to BS:1868/API-600 or latest ammendments. Data sheet No. 6.1

i) 150 mm dia. :- Class ASA- 150

ii) 350 mm dia. :- Class ASA- 150

ii) 500 mm dia. :- Class ASA- 600

Providing and fixing screwed type cast iron air valve of 50mm dia (single ball type) of Leader make confirming to BS : 1452-90 with upto date amendments as per class PN-1.6 to withstand a seat pressure 16.32 Kg/ cm2 in rising main..( Refer to Vol-III Data sheet No 6.1)

PUMPING MACHINERY: Supply Installation Testing & Commissioning with automation (to be paid separetely) of suitable submersible star rated energy efficent pumpset of recommended make such as Mather and Platt/KSB/Kirlosker/Oswal/Crompton as per BIS 8034 with upto date ammendments capable of handle turbidity ranging 50 PPM to 3000 PPM ( Raw water stage i.e from Beas River 3000 PPM and percolation well stage ,50 PPM) 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 and minimum 60% guranted efficiency of pumping m/c . 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. if there any variation in HP of pumping machinery due to variation of head after re-survey and design approval by the department then the rates shall be paid on prorata basis after approval of the competant authority and will be paid accordingly.) ( Refer to Technical specification volume-II Part E and Data sheet No.8 )

Raw Water( Beas River) stage :- (Total Discharge = 77.40LPS.), Total Head=20.380 Mtrs. (Bidder to offer single or combination of pumps to meet out the above requirement with 100% stand by arrangement)

Percolation Well Stages (5 No's)

a) Percolation Well No. 1 :- (Discharge = 16.34 LPS.), Total Head=19.480 Mtrs (Bidder to offer single or combination of pumps to meet out the above requirement with 100% stand by arrangement)

b) Percolation Well No. 2 :- (Discharge = 16.34 LPS.), Total Head=19.480 Mtrs (Bidder to offer single or combination of pumps to meet out the above requirement with 100% stand by arrangement)

c) Percolation Well No. 3 :- (Discharge = 16.34 LPS.), Total Head=24.390 Mtrs (Bidder to offer single or combination of pumps to meet out the above requirement with 100% stand by arrangement)

d) Percolation Well No. 4 :- (Discharge = 16.34 LPS.), Total Head=26.570 Mtrs (Bidder to offer single or combination of pumps to meet out the above requirement with 100% stand by arrangement)

e) Percolation Well No. 5 :- (Discharge = 16.34 LPS.), Total Head=28.810 Mtrs (Bidder to offer single or combination of pumps to meet out the above requirement with 100% stand by arrangement)

Supply Installation Testing & Commissioning ( automation 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 (+10% ) and ( -15% ) volts, 50 cycles / second, 3 phase AC electric supply and minimum 60% guranted efficiency of pumping m/c . 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. If there any variation in HP of pumping machinery due to variation of head after re-survey and design approval by the department then the rates shall be paid on prorata basis after approval of the competant authority and will be paid accordingly.) ( Refer to Technical specification volume-II Part E and Volume - III Data sheet No.9 )

Combination of Pump set (with 50% stand by) at Kohla, Head - 711.57 mtr., Discharge-182.40LPS

Combination of Pump set (with 50% stand by) at Samtana, Head 349.04mtr., Discharge - 12.92LPS

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 unmetaled/ mattelled 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.( Refer to o Technical specification volume-II Part A& B vollume III and data sheet no 7 )

For New proposed pipe in pick & Jumper (For GMS Pipes upto 80 mm ɸ)

For New proposed pipe in pick &Jumper (For DI Pipes upto 350 mm ɸ)

Providing,laying,jointing and testing GMS pipes of following diameters (MC) conforming to IS:1239-1990 (Part-!) (Latest upto date ammendments) of grade and wall thickness as specifies below, suitable to withstand required hydraulic and test pressure in random lenght of 4 to 6 mtr. with plain ends and to the entire satisfaction of the Engineer in Charge. The laying of pipes conforming to IS:5822-1994 and as per CPHEEO manual and will include all operations such as cutting, welding and jointing including flushing,cleaning and hydraulic testing complete in all respect including carrige of material upto all leads and lifts.(Earth work in trenches, flanged joints to be measured and paid for seperately). Refer to Vol-II tech. spec. part B & Vol-III tech data sheet No. 7.

GMS Pipe 80 mm ɸ (M) with FT-5

Providing welding and fixing of M.S. flanges joints, confirming to following tables as per IS 6392-1971 (Latest with up to date ammendments) and welding of MS flanges with GMS/MSERW pipes in two layers on both faces i.e. two layer on outer faces and two layer on inner faces to make the joint leak proof. The welding of flanges should confirm to IS 816-1969 with electrodes as per IS: 814-1991 and required number of nuts and boltsconforming to IS 1364, the thickness of gasket not less than 3.00 mm confirming to IS 2712-1998. The work shall be done as per entire satisfaction of engineer in charge with in all leads and lifts 80mm dia F.T-5 in between of total length 27766 mts.

Providing,Jointing and testing DI Pipe with tyton Push joints (IS : 8329 - 2000) of wall thickness of mm in a random length of 5.00 mtrs. Complete in all respect excluding earth work in trenches within in all leads & lifts.Vol-II part B & data sheet Vol-III No.7

Providing and fixing Cast iron Sluice valve of PN-1.6 the following dia. Vol-III data sheet 7.1

80 mm ɸ (in G.I Pipe)

Providing and fixing Leader make Cast Iron flanged Sluice Valve of following diameters of PN1.6 rating including welding of MS Flanges conforming to IS:6392-1971 with suitable table. The welding of flanges with pipe should be in double layer on the both faces of flanges including carriage of material with in all leads and lifts complete in all respect.( Refer to o Technical specification volume-II Part E vollume III and data sheet no 7.1 )

100 mm ɸ with D.I pipe K-7

Provision for restoring of National / State Highway

National highway crossing metalled raod with bitumen macadum

State highway crossing metalled raod with bitumen macadum

National /State highway crossing metalled raod with PCC Drain

National /State highway crossing katcha Road

Provision for Anchor Blocks , Supporting pillars , Saddles to rising main and Gravity mains. ( Refer to Data sheet No.5 and volume-III ) Vol.II tech Spec. part A.

Anchor block

Exavation in Foundation trenches etc. In al kind of soil such as pick work , jumper work, blasting work in soft / hard rock chiselling in soft / hard including wedging out of rock where blasting is prohibited and stacking the exavated earth up to all liftts , stacking the exavated soil up to all lead clear from the edge of exavation and then returniing the stacked soil in 15 etc. consolidating each deposited layer by remming and waterning and then deposing of all surplus exavated earth as per direction and to enter satisfation of Engineer in charges up to leaads and lifts . (Refer to Data sheet No.5 and volume-III )

Providing and laying cement 1:2:4 (1 cement :2 sand and :4 grade stone aggregate 20 mm nominal size ) and curing complete excluding cost of form work on foundatin and plinth. ( Refer to Data sheet No.5 and volume-III )

Providing forn work of steel shuttering with steel plates as 3.15 mm thick welded with angle iron in frame 30x30x5 mm so as to fair finish including centring , shuttering floor two seiling not exceeding 4 mtrs and removal of the same for insiturein forced concrete and plain concrete work in:- a) Foundation , footing , bases of coloums and the like mass concrete as per direction and the entire stisfection of Engineer in charge . (Refer to Data sheet No.5 and volume-III )

Providing steel for reinforcement for rcc work I/C bending, binding and placing in postion complete upto floor two level as per direction and to the entire satisfaction of Engineer In -Charg.( Refer to Data sheet No.5and volume-III )

Thrust Block (Refer to Vol.II tech. Spec. part A Vol. III tech. data sheet No. 5).

Excavation in foundations,trenches etc., in earth work, lift upto 1.50 mts. Stacking the excavated soil not more than 3 mts. Clear from the edge of the excavation & then returning the stacked soil in 15 cms. Layers,when required into plinths sides of foundation etc.,consolidating each deposited layers by ramming & watering & then disposing of all surplus excavated earth as dierected within all leads & lifts as per entire satisfaction of Engineer in charge. (Refer to Data sheet No.5 and volume-III )

Providing & laying cement concrete using concrete mix of M - 10(1:3:6) with graded stone aggregate 40 mm nominal size excluding the cost of centring & shuttering in Foundation & plinth.( Refer to Data sheet No.5 and volume-III )

Prov.form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm,so as to give a fair finish i/c centring shuttering,strutting & propping etc. with wooden battens & ballies,ht. of propping & centring below supporting floor to ceiling not exceeding 4.00 mts. & removal of the same for in situ-reinforced concrete & plain concrete work :-( Refer to Data sheet No.5 and volume-III )

a) Vertical surfaces such as wall (any thick.) partitions & the like i/c attached pillasters,buttresses,plinth & string courses & the like.

Providing & laying cement concrete using concrete mix of 1:2:4 with graded stone aggregate 40 mm nominal size and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :-( Refer to Data sheet No.5 and volume-III )

a)Foundation,footing,bases of columns and the like & mass concrete.

Providing Tor steel reinforcement for RCC work i/c bending,binding & placing complete upto floor two level.( Refer to Data sheet No.5 and volume-III )

Provision for gaseous Chlorination at Baster Main Tank including pre fabricated hosing units and Neutrillsing Water Tank.( Refer to Technical specification volume-II and Volume - III Data sheet No. 14 )

AUTOMATION: The tenderer / firm shall provide proposals for automation (Wired/Non wired) to automize the entire scheme i.e from intake point at Chamuka Temple (near Beas River) and Percolation Well 5 Nos , WTP, Pump houses etc up to MBRs with main SCADA and control station at treatment plant at Kohla GSM based devices shall be installed at each MBR of both stages which shall send messages through WEB SCADA stations at two offices and five Mobile Numbers. This data transmission system at each tank of pump station consists of field instruments for providing digital and analog signals to data transfer module. This module will have a communication to web data transfer system module communication. The PLC station will have control station with programmable graphic process, mimics, real time and historical trending face plate and group display, alarm management and report with Laser let printers and required furniture. Installation of hardware along with commissioning/ programming as per user requirement shall be done. The firm / contractor will provide the Bulk metering at Water Treatment Plants. The automation of the entire scheme up to Sector storage tank shall also include the followings (a) At intake point :At Chamuka near Beas river, 5 Nos Percolation wells , Provision shall be kept for automatic flow measurement and flow control with quality measurement turbidity in (b) Water Treatment Plant at Kohla. Fully automatized operation including alum dosing and back washing and chlorination from inlet to out let along with automatic sensor for Turbidity, pH and Residual chlorine) (c) Storage Water Tanks at lifting station:-Automatic Inlet and Out Let through single out flow pipe (common header), Low and high level sensor along with all required accessories. It should also include telecommunication comprising of required numbers of connections as per actual requirement at site. The automation system installed at above/aforesaid locations should be theft proof and proper ventilation arrangements be made complete in all respect to the entire satisfaction of Engineer-in Charge The firm/contactor shall submit complete proposal for automation and got approved from competent authority, along with presentation. Firm/Cont. has to incorporate all the inputs and outputs suggested by the Deptt. in the SCADA system to atomized the entered scheme ( both stages) from intake point to al sector storage tanks. (Automation from intake point, WTP Pump house, sump well upto MBR at each stage.

Operation & maintenance of entire scheme from Intake point to tail end of the scheme in proper working conditions Rising Mains,Gravity mains and Distribution system , all structures, , Main Pump houses, , Under ground storage Reservoirs & Nos Over Head Storage Reservoir including Yard light, at various sites complete in all respect in proper working condition for a period of 5 years starting after successful testing of scheme for 90 days . O&M includes provision of regular i.e. daily supplying of designed/required quantity of potable water having water quality as per CPHEEO manual of water supply to the beneficiaries of the scheme upto main storage /delivery tank from above mentioned sources i.e. Intake & Storage tanks at different locations as per plan and repair & maintenance of Main lines, Gravity lines and entire distribution system along with maintenance of automised system of scheme. Regular maintenance of all the facilities including cleaning , washing, oiling and greasing repairs, replacement of worn out/damaged parts of pumping machinery, pipe line, valves and electrical, Mechanical equipments, regular cleaning of all structure like Storage tanks, collection/distribution chambers, pump houses etc and disposal of same as per the direction of Engineer-in-charge, fixing/repairing leakage in civil structures, channels, pipe lines, pumping machinery etc. proper disinfection of treated water and regular testing of water samples at required stages of treatment and lift, keeping regular and proper record of water quantity and quality, time and hour of run of pumping machinery, repair and maintenance of all works,removal of all kind of slips, slush, up rooting of unwanted grass, shrubs, weeds etc. growing near the structures and keeping the area neat and clean to the entire satisfaction of Engineer-in-Charge, planting and maintaining plants/flowers/trees around the pump house, WTP , Main & Sector storage tanks / Intake etc. as per the entire satisfaction of Engineer-in-Charge including the cost of procurement of adequate and proper tools and plants, skilled and unskilled manpower, spare parts, oil/grease/lubricants, chemicals (Except bleaching powder) instruments, equipments, stationery and any other material etc. required for O&M excluding the cost of energy charges. All the operation shall be carried out as per the CPHEEO manual on water supply and treatment (latest addition) HP PWD/IPH specification, directions issued by Engineer-in-Charge from time to time and sound Engineering practice. The chlorine gas shall be provided by the contractor itself . ( Refer to Technical specification volume-II Part F and volume -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.

JWIL INFRA LIMITED

Unipro Techno Infrastructure Pvt Ltd