Providing LWSS to PC habitation Heinja and adjoining habitation under JJM GP Mansimbal, sihol and boda,Providing WSS to Sullah Thamba nanoun Covered under (JJM) under Sullah Constituency,Providing LWSS to PC Habitation of Nanoun,pantehar,Kakrain

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

Tube Wells 80 metres deep each at various locations ( FOR Nanoun Pantehar SIDE = 3 Nos )

Transportation of suitable truck mounted DTH / ODEX method for drilling rigs along with necessary accessories etc. to the site of work and erection of rig including leveling etc. complete in all respects as per decision and to the satisfaction of Engineer –in –charge.

NANOUN PANTEHAR SIDE

Drilling bores of 200mm/220mm dia as per IS: 2800-1991( part-1) with upto date ammendments if any using DTH/ ODEX method required for drilling in collapsible strata, conglomerate boulder , pebbles , gravels, silt, clay etc. including cost of attachment , extractable casing, consumable stores, water , fuel ,lubricants & other accessorices etc. complete in all respects as per decision and to the satisfaction of Engineer –in –charge.

NANOUN PANTEHAR SIDE

Supply and lowering of ISI marked electric resistance welded MS pipe 200mm dia nominal size( Jindel Induestries /Jindal pipe/ Surya Roshni/ Swasthik/Maharastra seam less) 6.40mm thick confirming to IS: 4270-2001 with uptodate ammendments in a length of 3 to 6 meters welded without any circumferential joints into bore hole in any vertical position including cost of all scaffolding derricks poles, clamps embeded in foundation extra including cost of all cutting , threading and welding of pipe etc. within all leads and lifts complete in all respect as per direction of Engineer - in - charge.

NANOUN PANTEHAR SIDE

Supply and lowering of ISI marked electric resistance welded MS Stainer / slotted pipe 200mm dia nominal size( Jindel Induestries /Jindal pipe/ Surya Roshni/ Swasthik/Maharastra seam less) 6.40mm thick confirming IS: 4270-2001 with uptodate ammendment in a length of 3 to 6 meters welded without any circumferential joints into bore hole in any vertical position including cost of all scaffolding derricks poles, clamps embeded in foundation extra including cost of all cutting , threading and welding of pipe extra within all leads and lifts complete in all respect as per direction of Engineer - in - charge.

NANOUN PANTEHAR SIDE

Providing and fixing suitable casing shoe for 200mm dia MSERW pipe and bit tube as per requirment of ODEX attachment complete in all respect as per direction of Engineer In Charge.

NANOUN PANTEHAR SIDE

Collection and preservation of soil sample in poly bags complete in all respects as per decision and to the satisfaction of engineer –in –charge.

NANOUN PANTEHAR SIDE

Development of bore well and yield testing with air compressor through V-Notch and disinfection etc. complete in all respects as per IS: 2800- 1991 and as per directions of Engineer- In- Charge with all leads and lifts. ( 24 hrs for each Tube wells)

NANOUN PANTEHAR SIDE

Note:- (Refer Vol-II-Technical specifications & Vol-III, Data Sheet No.1)

PUMP HOUSE

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 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.

SULLAH THAMBA NANOUN ( PHASE 3rd)

NANOUN PANTEHAR

Note:- (Refer Vol-II-Technical specifications & Vol-III, Data Sheet No.3)

UNDER GROUND MAIN & SERVICE RESERVOIRS

Designing, Constructing, Testing & Commissioning R.C.C. Circular partially underground 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 ladders inside and outside ventilator with mosquito proof wire mesh,lightening arrester complete ,SFRC manhole covers including frames and covers (medium duty) with proper locking arrangement water level indicator, RCC frames for all valves ventilating shafts shall also be provided including all leads and lifts as per entire satisfaction of Engineer-in-Charge. The tanks shall be hydraulically tested for water tightness all works shall be conforming to relevant IS code. The cost of valves & other accessories shall be included in the rates of tanks . Battery Limit shall be considered as 3.00 m from the edge of the structure or the boundary of the land whichever is less.The rates quoted by the contractor shall be for the complete work. All ancilliary works and accessories required to make the system fully functional shall be included in the cost of work. Nothing extra shall be paid on this account.The work shall include supplying of Five sets of structural design after testing the bearing capcity of soil and drawings, etc complete as directed by engineer in charge as per relevent data sheet and scope of work.

Jharat Rajhoon

RCC under ground reservoir of 50000 litre capacity at Node 23

RCC under ground reservoir of 25000 litre capacity at Node 27

RCC under ground reservoir of 25000 litre capacity at Node 28

RCC under ground reservoir of 20000 litre capacity at Node 29

SULLAH THAMBA NANOUN ( PHASE 3rd)

RCC Collection Tank of 40000 litre capacity . Near Machyal mahadev at Garla har

NANOUN PANTEHAR

RCC under ground reservoir of 80000 litre capacity at Node 8

Note:- (Refer Vol-II-Technical specifications & Vol-III, Data Sheet No.4 from4.1 to 4.6 )

ELEVATED MAIN & SERVICE RESERVOIRS

Designing, Constructing, Testing & Commissioning R.C.C. Elevated Circular Over head storage tanks as per capacity given below at various stages/sites including excavation in all kinds and types of strata, soil strata including dewatering in M30 design mix in foundation, walls, bottom slab , roof slab/dome with smooth finishing in 1:3 inside the tank, all alied Civil Works, Site development, cutting/excavation in all kinds of soils, C/o PCC/RCC Retaining walls, Breast walls, refilling and disposing of surplus stuff with in all leads and lifts, labour and material charges. The job also includes providing lowering, laying, erecting, hoisting and jointing of pipe assembly for inlet, outlet, overflow and scour pipeproper manifiold at outlet including all fittings, bye pass arrangement consisting of GI / MS pipes special and valves of required classes and dia and all other accessories required such as MS ladders inside and outside ventilator with mosquito proof wire mesh,lightening arrester complete ,SFRC manhole covers including frames and covers (medium duty) with proper locking arrangement water level indicator, RCC frames for all valves ventilating shafts shall also be provided including all leads and lifts as per entire satisfaction of Engineer-in-Charge. The tanks shall be hydraulically tested for water tightness all works shall be conforming to relevant IS code. The cost of valves & other accessories shall be included in the rates of tanks . Battery Limit shall be considered as 3.00 m from the edge of the structure or the boundary of the land whichever is less.The rates quoted by the contractor shall be for the complete work. All ancilliary works and accessories required to make the system fully functional shall be included in the cost of work. Nothing extra shall be paid on this account.The work shall include supplying of Five sets of structural design after testing the bearing capcity of soil and drawings, etc complete as directed by engineer in charge as per relevent data sheet and scope of work.

SULLAH THAMBA NANOUN ( PHASE 1st)

RCC sector reservoir of 60000 litre capacity with 10 metres staging height at Node No 1

RCC sector reservoir of 40000 litre capacity with 10 metres staging height at Node No 2

SULLAH THAMBA NANOUN ( PHASE 2nd)

RCC sector reservoir of 120000 litre capacity with 10 metres staging height at Node No 3

RCC sector reservoir of 110000 litre capacity with 10metres staging height at Node No 4

SULLAH THAMBA NANOUN ( PHASE 3rd)

RCC sector reservoir of 25000 litre capacity with 10metres staging height at Node 1

RCC sector reservoir of 10000 litre capacity with 10 metres staging height at Node 5

NANOUN PANTEHAR

RCC sector reservoir of 35000 litre capacity with 10metres staging height at Node 4

RCC sector reservoir of 60000 litre capacity with 10metres staging height at Node 2

RCC sector reservoir of 50000 litre capacity with 10metres staging height at Node 1

RCC sector reservoir of 75000 litre capacity with 10metres staging height at Node 3

RCC sector reservoir of 20000 litre capacity with 10metres staging height at Village Har Baral

HEINJA SIDE

RCC Main Storage Tank of 100000 litre capacity with 10metres staging height at Node No 2

RCC Main Storage Tank of 125000 litre capacity with 10metres staging height at Node No 5'

RCC sector reservoir of 55000 litre capacity with 10metres staging height at Node No 4

RCC sector reservoir of 55000 litre capacity with 10metres staging height at Node No 6

Note:- (Refer Vol-II-Technical specifications & Vol-III, Data Sheet No.5 from 5.1 to 5.15)

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 metaled , 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.

SULLAH THAMBA NANOUN

NANOUN PANTEHAR

HEINJA SIDE

Providing , laying, jointing with circumfrential butt welded joints by electrical arc welding ( welding thickness shall be equal to pipe wall thickness) steel flanged pipes after every 100 mtr of pipe of following diametr .Conforming to IS 1239-1990 (Part-II), having wall thickness as specified below capable of withstanding required test pressure, including manufacturing and febrication of reducers/ tapers , all short pieces, etc. as per site requirement made from parent tubes . The laying of pipe shall also include flanged joints duly welded in three layers (Two inner & one outer), where ever required as per direction of the Engineer-in-charge (Earth work in trenches and the cost of providing flanges i/c nut & bolts, gasket will be measured and paid for separately) and all operations such as cutting, welding, jointing, fabrication of tees i.e. lowering and laying in excavated trench to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the entire satisfaction of the Engineer in charge. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The damaged portion of the pipes and all the specials ( If damaged during laying & jointing operation of pipe) made form 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-203-1978. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing, D.P. test of butt welded joints complete in all respect and to the best satisfaction & direction of Engineer in charge with in all leads and lifts.

SULLAH THAMBA NANOUN ( Phase Ist)

1st Tube well GI ( M. Class)80 mm dia thickness 4.00 MM ( FT -17) Rd 0 to Rd 655=655 Rmt

2nd Tube well GI ( M. Class)80 mm dia thickness 4.00 MM ( FT -17) Rd 0 to Rd 70=70Rmt

2nd Tube well GI ( M. Class)80 mm dia thickness 4.00 MM ( FT -5) Rd 70 to Rd 1240=1170Rmt

SULLAH THAMBA NANOUN ( Phase 2nd)

1st Tube well GI ( M. Class)100 mm dia thickness 4.50 MM ( FT -17) Rd 0 to Rd 70=70 Rmt

1st Tube well GI ( M. Class)100 mm dia thickness 4.50 MM ( FT -5) Rd 70 to Rd 490=420 Rmt

2nd Tube well GI ( M. Class) 80 mm dia thickness 4.00 MM ( FT -17) Rd 0 to Rd 70=70 Rmt

2nd Tube well GI ( M. Class) 80 mm dia thickness 4.00 MM ( FT -5) Rd 70 to Rd 450=380 Rmt

SULLAH THAMBA NANOUN ( Phase 3rd)

1st Tube well GI ( M. Class)80 mm dia thickness 4.00 MM ( FT -17) Rd 0 to Rd 70=70 Rmt

1st Tube well GI ( M. Class)80 mm dia thickness 4.00 MM ( FT -5) Rd 70 to Rd 490=420 Rmt

2nd stage GI ( M. Class) 80 mm dia thickness 4.00 MM ( FT -17) Rd 0 to Rd 550=550 Rmt

2nd Stage GI ( M. Class) 80 mm dia thickness 4.00 MM ( FT -5) Rd 550 to Rd 1095=545 Rmt

NANOUN PANTEHAR

1st Tube well GI ( M. Class)80 mm dia thickness 4.00 MM ( FT -17) Rd 0 to Rd 500=500 Rmt

1st Tube well GI ( M. Class)80 mm dia thickness 4.00 MM ( FT -5) Rd 500 to Rd 980=480 Rmt

1st Tube well( 2nd Stage) GI ( M. Class)65 mm dia thickness 4.00 MM ( FT -5) Rd 0 to Rd1260=1260 Rmt

2nd Tube well GI ( M. Class) 65 mm dia thickness 4.00 MM ( FT -17) Rd 0 to Rd 300=300 Rmt

2nd Tube well GI ( M. Class) 65 mm dia thickness 4.00 MM ( FT -5) Rd 300 to Rd 1910=1610 Rmt

3rd Tube well GI ( M. Class) 80 mm dia thickness 4.00 MM ( FT -17) Rd 0 to Rd 300=300 Rmt

3rd Tube well GI ( M. Class) 80 mm dia thickness 4.00 MM ( FT -5) Rd 300 to Rd 990=690Rmt

Providing , laying, jointing steel flanged pipes after every pipe of following diametr .Conforming to IS 1239-1990 (Part-II), having wall thickness as specified below capable of withstanding required test pressure, including manufacturing and febrication of reducers/ tapers , all short pieces, etc. as per site requirement made from parent tubes . The laying of pipe shall also include flanged joints duly welded in three layers (Two inner & one outer), where ever required as per direction of the Engineer-in-charge (Earth work in trenches and the cost of providing flanges i/c nut & bolts, gasket will be measured and paid for separately) and all operations such as cutting, welding, jointing, fabrication of tees i.e. lowering and laying in excavated trench to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the entire satisfaction of the Engineer in charge. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The damaged portion of the pipes and all the specials ( If damaged during laying & jointing operation of pipe) made form 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-203-1978. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing, welded joints complete in all respect and to the best satisfaction & direction of Engineer in charge with in all leads and lifts.

HEINJA SIDE

1st Tube well GI ( M. Class)65 mm dia thickness 3.6 MM ( FT -17) Rd 0 to Rd 80=80 Rmt

1st Tube well GI ( M. Class)65 mm dia thickness 3.60 MM ( FT -17) Rd 80 to Rd 950=870 Rmt

2nd Tube well GI ( M. Class)80 mm dia thickness 4.00 MM ( FT -28) Rd 0 to Rd 80=80 Rmt

2nd Tube well GI ( M. Class)80 mm dia thickness 4.00 MM ( FT -17) Rd 80 to Rd1050=970 Rmt

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

SULLAH THAMBA NANOUN ( PHASE 1st)

1st Tube well GI ( M. Class)80 mm dia thickness 4.00 MM ( FT -17) Rd 0 to Rd 655=655/100=7 Nos

2nd Tube well GI ( M. Class)80 mm dia thickness 4.00 MM ( FT -17) Rd 0 to Rd 70=70/3=23 Nos

2nd Tube well GI ( M. Class)80 mm dia thickness 4.00 MM ( FT -5) Rd 70 to Rd 1240=1170/100 = 12 Nos

SULLAH THAMBA NANOUN ( PHASE 2nd)

1st Tube well GI ( M. Class)100 mm dia thickness 4.50 MM ( FT -17) Rd 0 to Rd 70=70/3=23 Nos

2nd Tube well GI ( M. Class)100 mm dia thickness 4.50 MM ( FT -5) Rd 70 to Rd 490=420/100=4Nos

2nd Tube well GI ( M. Class)80 mm dia thickness 4.00 MM ( FT -17) Rd 0 to Rd 70=70/3 = 23 Nos

2nd Tube well GI ( M. Class)80 mm dia thickness 4.00 MM ( FT -5) Rd 70 to Rd 450=380/100 = 4 Nos

SULLAH THAMBA NANOUN ( PHASE 3rd)

1st Tube well GI ( M. Class)100 mm dia thickness 4.50 MM ( FT -17) Rd 0 to Rd 70=70/3=23 Nos

1st Tube well GI ( M. Class)100 mm dia thickness 4.50 MM ( FT -5) Rd 70 to Rd 490=420/100=4 Nos

2nd stage GI ( M. Class) 80 mm dia thickness 4.00 MM ( FT -17) Rd 0 to Rd 550=550 /100=6 Nos

2nd Stage GI ( M. Class) 80 mm dia thickness 4.00 MM ( FT -5) Rd 550 to Rd 1095=545 /100=6 Nos

NANOUN PANTEHAR

1st Tube well GI ( M. Class)80 mm dia thickness 4.00 MM ( FT -17) Rd 0 to Rd 500=500 /100=5 Nos

1st Tube well GI ( M. Class)80 mm dia thickness 4.00 MM ( FT -5) Rd 500 to Rd 980=480 /100=5 Nos

1st Tube well( 2nd Stage) GI ( M. Class)65 mm dia thickness 4.00 MM ( FT -5) Rd 0 to Rd1260=1260 /100=13 Nos

2nd Tube well GI ( M. Class) 65 mm dia thickness 4.00 MM ( FT -17) Rd 0 to Rd 300=300 /100=4 Nos

2nd Tube well GI ( M. Class) 65 mm dia thickness 4.00 MM ( FT -5) Rd 300 to Rd 1910=1610 /100=16 Nos

3rd Tube well GI ( M. Class) 80 mm dia thickness 4.00 MM ( FT -17) Rd 0 to Rd 300=300 /100=3 Nos

3rd Tube well GI ( M. Class) 80 mm dia thickness 4.00 MM ( FT -5) Rd 300 to Rd 990=690/100=7 Nos

HEINJA SIDE

1st Tube well GI ( M. Class)65 mm dia thickness 3.6 MM ( FT -17) Rd 0 to Rd 80=80 /6=13 Nos

1st Tube well GI ( M. Class)65 mm dia thickness 3.60 MM ( FT -17) Rd 80 to Rd 950=870 /6=145 Nos

2nd Tube well GI ( M. Class)80 mm dia thickness 4.00 MM ( FT -28) Rd 0 to Rd 80=80/6=13 Nos

2nd Tube well GI ( M. Class)80 mm dia thickness 4.00 MM ( FT -17) Rd 80 to Rd1050=970/6=162 Nos

SUBMERSIBLE PUMP SETS

Supply of submersible pumping set of KSB/Crompton/ Kirloskar/BS/ Calama make conforming to latest relevant BIS Code 8034:1976. The impeller of pump shall be directly mounted on extended submersible sq cage motor shaft conf to BIS 9283-1979 with up to date amendments of 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 ), necessary piping and control valves alongwith electrical works including all taxes, insurance, transportation, freight charges, inspection charges, loading, unloading, conveyance to Departmental stores/ site, stacking, etc. including earthing ,specials and wastage etc.; complete as per Tender Specifications, technical data Sheets and instruction of Engineer in charge.

SULLAH THAMBA NANOUN ( PHASE 1st)

From Tube well No. I to collection tank (i) Location of site:- The Site is located at a distance of 12 KMs from from Palampur Railway station by road . ii) The altitude of place in which pumping set is intended to work:- Altitude of place is 750 m above MSL iii) Type of current :- AC three phase with frequency of 50cycles/second iv) Rated Voltage :- 415V ± 10% v) Charactrstics of water:- Clear cold & fresh water a) Temperature _20_ °C, b) Turbidity upto 10 NTU, c) pH 6.5 to 8 d ) Total solids :-600mg/litre, f) Others-----, (vi) Depth of T/well 80.00 Mtrs, vii) LWL in tank/ well- 805.00 Mtrs., viii) Centre line level of pump 805.00 mtrs. ix) Discharge level of highest point- 950.65.mtrs. x) Nos of pumps reqd. _2_ Nos. pumps xi) Discharge at Duty Point=4.58 LPS xii) Static Head in meters _145.65 mts. xiii) Duty/Total head in Mts=163.97 mts xiv) Length of R/Main 655.00mts xv) Dia of R/Main=80mm xvi) Pumping hours per day- 16 hours xvii) Limits of pump operation (-) 15% to (+) 10% of Total head at duty point xviii) HP of motor /Drive unit ---, Power absorbed or Required BHP at (-) 15% of Duty head or BHP with margins/multiplying factor at duty point & (+) 10% head , whichever is higher i.e Upto 2 HP = 1.5 , 2 to 5 HP = 1.4, 5 to 10 HP = 1.3 , 10 to 20 HP = 1.2 , 20 to100 HP = 1.15, Above 100 HP=1.10 xix) Efficiency at duty point Minimum 60% xx) R.P.M.of Pumping set -2900, xxi) Test Run-24 hours continueously for 7 days. (1 set for 4.58 LPS with total head=63.97 Mtr) One stand by

From Tube well No.2 to collection tank (i) Location of site:- The Site is located at a distance of 12 KMs from from Palampur Railway station by road . ii) The altitude of place in which pumping set is intended to work:- Altitude of place is 750.00 m above MSL iii) Type of current :- AC three phase with frequency of 50cycles/second iv) Rated Voltage :- 415V ± 10% v) Charactrstics of water:- Clear cold & fresh water a) Temperature _20_ °C, b) Turbidity upto 10 NTU, c) pH 6.5 to 8 d ) Total solids :-600mg/litre, f) Others-----, (vi) Depth of T/well 80.00 Mtrs, vii) LWL in tank/ well- 740.00 Mtrs., viii) Centre line level of pump 740.00 mtrs. ix) Discharge level of highest point- 895.94mtrs. x) Nos of pumps reqd. _2_ Nos. pumps xi) Discharge at Duty Point=3.95 LPS xii) Static Head in meters _155.94 mts. xiii) Duty/Total head in Mts=180.68 mts xiv) Length of R/Main 1240mts xv) Dia of R/Main=80mm xvi) Pumping hours per day- 16 hours xvii) Limits of pump operation (-) 25% to (+) 10% of Total head at duty point xviii) HP of motor /Drive unit ---, Power absorbed or Required BHP at (-) 15% of Duty head or BHP with margins/multiplying factor at duty point & (+) 10% head , whichever is higher i.e Upto 2 HP = 1.5 , 2 to 5 HP = 1.4, 5 to 10 HP = 1.3 , 10 to 20 HP = 1.2 , 20 to100 HP = 1.15, Above 100 HP=1.10 xix) Efficiency at duty point Minimum 60% xx) R.P.M.of Pumping set -2900, xxi) Test Run-24 hours continueously for 7 days. (1 set for 3.95 LPS with total head=180.68 Mtr) One stand by .

SULLAH THAMBA NANOUN ( PHASE 2nd)

From Tube well No.1 to collection tank (i) Location of site:- The Site is located at a distance of 12 KMs from from Palampur Railway station by road and 100 Mtrs by head load. ii) The altitude of place in which pumping set is intended to work:- Altitude of place is 750.00 m above MSL iii) Type of current :- AC three phase with frequency of 50cycles/second iv) Rated Voltage :- 415V ± 10% v) Charactrstics of water:- Clear cold & fresh water a) Temperature _20_ °C, b) Turbidity upto 10 NTU, c) pH 6.5 to 8 d ) Total solids :-600mg/litre, f) Others-----, (vi) Depth of T/well 80.00 Mtrs, vii) LWL in tank/ well- 805.00 Mtrs., viii) Centre line level of pump 805.00 mtrs. ix) Discharge level of highest point- 906.00mtrs. x) Nos of pumps reqd. _2_ Nos. pumps xi) Discharge at Duty Point=5.40 LPS xii) Static Head in meters _101.00 mts. xiii) Duty/Total head in Mts=109.36 mts xiv) Length of R/Main 490.00mts xv) Dia of R/Main=100mm xvi) Pumping hours per day- 16 hours xvii) Limits of pump operation (-) 25% to (+) 10% of Total head at duty point xviii) HP of motor /Drive unit ---, Power absorbed or Required BHP at (-) 15% of Duty head or BHP with margins/multiplying factor at duty point & (+) 10% head , whichever is higher i.e Upto 2 HP = 1.5 , 2 to 5 HP = 1.4, 5 to 10 HP = 1.3 , 10 to 20 HP = 1.2 , 20 to100 HP = 1.15, Above 100 HP=1.10 xix) Efficiency at duty point Minimum 60% xx) R.P.M.of Pumping set -2900, xxi) Test Run-24 hours continueously for 7 days. (1 set for 5.40 LPS with total head=109.36 Mtr) One Stand by

From Tube well No.2 to collection tank (i) Location of site:- The Site is located at a distance of 12 KMs from from Palampur Railway station by road . ii) The altitude of place in which pumping set is intended to work:- Altitude of place is 750.00 m above MSL iii) Type of current :- AC three phase with frequency of 50cycles/second iv) Rated Voltage :- 415V ± 10% v) Charactrstics of water:- Clear cold & fresh water a) Temperature _20_ °C, b) Turbidity upto 10 NTU, c) pH 6.5 to 8 d ) Total solids :-600mg/litre, f) Others-----, (vi) Depth of T/well 80.00 Mtrs, vii) LWL in tank/ well- 800.66 Mtrs., viii) Centre line level of pump 800.66 mtrs. ix) Discharge level of highest point- 890.66mtrs. x) Nos of pumps reqd. _2_ Nos. pumps xi) Discharge at Duty Point=4.85 LPS xii) Static Head in meters _90.00 mts. xiii) Duty/Total head in Mts=104.90 mts xiv) Length of R/Main 450 .00mts xv) Dia of R/Main=80mm xvi) Pumping hours per day- 16 hours xvii) Limits of pump operation (-) 25% to (+) 10% of Total head at duty point xviii) HP of motor /Drive unit ---, Power absorbed or Required BHP at (-) 15% of Duty head or BHP with margins/multiplying factor at duty point & (+) 10% head , whichever is higher i.e Upto 2 HP = 1.5 , 2 to 5 HP = 1.4, 5 to 10 HP = 1.3 , 10 to 20 HP = 1.2 , 20 to100 HP = 1.15, Above 100 HP=1.10 xix) Efficiency at duty point Minimum 60% xx) R.P.M.of Pumping set -2900, xxi) Test Run-24 hours continueously for 7 days. (1 set for 4.85 LPS with total head=104.90 Mtr) One Stand by

SULLAH THAMBA NANOUN ( PHASE 3rd)

From Tube well No.1 to collection tank (i) Location of site:- The Site is located at a distance of 12 KMs from from Palampur Railway station by road. ii) The altitude of place in which pumping set is intended to work:- Altitude of place is 750.00 m above MSL iii) Type of current :- AC three phase with frequency of 50cycles/second iv) Rated Voltage :- 415V ± 10% v) Charactrstics of water:- Clear cold & fresh water a) Temperature _20_ °C, b) Turbidity upto 10 NTU, c) pH 6.5 to 8 d ) Total solids :-600mg/litre, f) Others-----, (vi) Depth of T/well 80.00 Mtrs, vii) LWL in tank/ well- 816.00 Mtrs., viii) Centre line level of pump 816.00 mtrs. ix) Discharge level of highest point- 906.00mtrs. x) Nos of pumps reqd. _2_ Nos. pumps xi) Discharge at Duty Point=3.18 LPS xii) Static Head in meters _90.00 mts. xiii) Duty/Total head in Mts=98.89 mts xiv) Length of R/Main 490 .00mts xv) Dia of R/Main=80mm xvi) Pumping hours per day- 16 hours xvii) Limits of pump operation (-) 25% to (+) 10% of Total head at duty point xviii) HP of motor /Drive unit ---, Power absorbed or Required BHP at (-) 15% of Duty head or BHP with margins/multiplying factor at duty point & (+) 10% head , whichever is higher i.e Upto 2 HP = 1.5 , 2 to 5 HP = 1.4, 5 to 10 HP = 1.3 , 10 to 20 HP = 1.2 , 20 to100 HP = 1.15, Above 100 HP=1.10 xix) Efficiency at duty point Minimum 60% xx) R.P.M.of Pumping set -2900, xxi) Test Run-24 hours continueously for 7 days. (1 set for 3.18 LPS with total head=98.89 Mtr) One stand by

NANOUN PANTEHAR

From Tube well No.1 to collection tank (i) Location of site:- The Site is located at a distance of 15 KMs from from Palampur Railway station by road. ii) The altitude of place in which pumping set is intended to work:- Altitude of place is 730.00 m above MSL iii) Type of current :- AC three phase with frequency of 50cycles/second iv) Rated Voltage :- 415V ± 10% v) Charactrstics of water:- Clear cold & fresh water a) Temperature _20_ °C, b) Turbidity upto 10 NTU, c) pH 6.5 to 8 d ) Total solids :-600mg/litre, f) Others-----, (vi) Depth of T/well 80.00 Mtrs, vii) LWL in tank/ well- 672.00 Mtrs., viii) Centre line level of pump 672.00 mtrs. ix) Discharge level of highest point- 760.00mtrs. x) Nos of pumps reqd. _2_ Nos. pumps xi) Discharge at Duty Point=2.68 LPS xii) Static Head in meters _95.00 mts. xiii) Duty/Total head in Mts=99.40 mts xiv) Length of R/Main 980 .00mts xv) Dia of R/Main=80mm xvi) Pumping hours per day- 16 hours xvii) Limits of pump operation (-) 25% to (+) 10% of Total head at duty point xviii) HP of motor /Drive unit ---, Power absorbed or Required BHP at (-) 15% of Duty head or BHP with margins/multiplying factor at duty point & (+) 10% head , whichever is higher i.e Upto 2 HP = 1.5 , 2 to 5 HP = 1.4, 5 to 10 HP = 1.3 , 10 to 20 HP = 1.2 , 20 to100 HP = 1.15, Above 100 HP=1.10 xix) Efficiency at duty point Minimum 60% xx) R.P.M.of Pumping set -2900, xxi) Test Run-24 hours continueously for 7 days. (1 set for 2.68 LPS with total head=99.40 Mtr) One stand by

From Tube well No.2 to collection tank (i) Location of site:- The Site is located at a distance of 15 KMs from from Palampur Railway station by road. ii) The altitude of place in which pumping set is intended to work:- Altitude of place is 730.00 m above MSL iii) Type of current :- AC three phase with frequency of 50cycles/second iv) Rated Voltage :- 415V ± 10% v) Charactrstics of water:- Clear cold & fresh water a) Temperature _20_ °C, b) Turbidity upto 10 NTU, c) pH 6.5 to 8 d ) Total solids :-600mg/litre, f) Others-----, (vi) Depth of T/well 80.00 Mtrs, vii) LWL in tank/ well- 687.50 Mtrs., viii) Centre line level of pump 687.50 mtrs. ix) Discharge level of highest point- 782.50mtrs. x) Nos of pumps reqd. _2_ Nos. pumps xi) Discharge at Duty Point=2.68 LPS xii) Static Head in meters _95.00 mts. xiii) Duty/Total head in Mts=115.01 mts xiv) Length of R/Main 1910 .00mts xv) Dia of R/Main=65mm xvi) Pumping hours per day- 16 hours xvii) Limits of pump operation (-) 25% to (+) 10% of Total head at duty point xviii) HP of motor /Drive unit ---, Power absorbed or Required BHP at (-) 15% of Duty head or BHP with margins/multiplying factor at duty point & (+) 10% head , whichever is higher i.e Upto 2 HP = 1.5 , 2 to 5 HP = 1.4, 5 to 10 HP = 1.3 , 10 to 20 HP = 1.2 , 20 to100 HP = 1.15, Above 100 HP=1.10 xix) Efficiency at duty point Minimum 60% xx) R.P.M.of Pumping set -2900, xxi) Test Run-24 hours continueously for 7 days. (1 set for 1.59 LPS with total head=115.01 Mtr) One stand by

From Tube well No.3 to collection tank (i) Location of site:- The Site is located at a distance of 15 KMs from from Palampur Railway station by road. ii) The altitude of place in which pumping set is intended to work:- Altitude of place is 730.00 m above MSL iii) Type of current :- AC three phase with frequency of 50cycles/second iv) Rated Voltage :- 415V ± 10% v) Charactrstics of water:- Clear cold & fresh water a) Temperature _20_ °C, b) Turbidity upto 10 NTU, c) pH 6.5 to 8 d ) Total solids :-600mg/litre, f) Others-----, (vi) Depth of T/well 80.00 Mtrs, vii) LWL in tank/ well- 733.00 Mtrs., viii) Centre line level of pump 733.00 mtrs. ix) Discharge level of highest point- 825.00mtrs. x) Nos of pumps reqd. _2_ Nos. pumps xi) Discharge at Duty Point=4.69 LPS xii) Static Head in meters _92.00 mts. xiii) Duty/Total head in Mts=118.95 mts xiv) Length of R/Main 990 .00mts xv) Dia of R/Main=80mm xvi) Pumping hours per day- 16 hours xvii) Limits of pump operation (-) 25% to (+) 10% of Total head at duty point xviii) HP of motor /Drive unit ---, Power absorbed or Required BHP at (-) 15% of Duty head or BHP with margins/multiplying factor at duty point & (+) 10% head , whichever is higher i.e Upto 2 HP = 1.5 , 2 to 5 HP = 1.4, 5 to 10 HP = 1.3 , 10 to 20 HP = 1.2 , 20 to100 HP = 1.15, Above 100 HP=1.10 xix) Efficiency at duty point Minimum 60% xx) R.P.M.of Pumping set -2900, xxi) Test Run-24 hours continueously for 7 days. (1 set for 4.69 LPS with total head=118.95 Mtr) One stand by

HEINJA SIDE

From Tube well No.1 to collection tank (i) Location of site:- The Site is located at a distance of 38 KMs from from Palampur Railway station by road. ii) The altitude of place in which pumping set is intended to work:- Altitude of place is 730.00 m above MSL iii) Type of current :- AC three phase with frequency of 50cycles/second iv) Rated Voltage :- 415V ± 10% v) Charactrstics of water:- Clear cold & fresh water a) Temperature _20_ °C, b) Turbidity upto 10 NTU, c) pH 6.5 to 8 d ) Total solids :-600mg/litre, f) Others-----, (vi) Depth of T/well 80.00 Mtrs, vii) LWL in tank/ well- 745.00 Mtrs., viii) Centre line level of pump 745.00 mtrs. ix) Discharge level of highest point- 898.15mtrs. x) Nos of pumps reqd. _2_ Nos. pumps xi) Discharge at Duty Point=2.44 LPS xii) Static Head in meters _153.15 mts. xiii) Duty/Total head in Mts=175.05 mts xiv) Length of R/Main 950 .00mts xv) Dia of R/Main=65mm xvi) Pumping hours per day- 16 hours xvii) Limits of pump operation (-) 25% to (+) 10% of Total head at duty point xviii) HP of motor /Drive unit ---, Power absorbed or Required BHP at (-) 15% of Duty head or BHP with margins/multiplying factor at duty point & (+) 10% head , whichever is higher i.e Upto 2 HP = 1.5 , 2 to 5 HP = 1.4, 5 to 10 HP = 1.3 , 10 to 20 HP = 1.2 , 20 to100 HP = 1.15, Above 100 HP=1.10 xix) Efficiency at duty point Minimum 60% xx) R.P.M.of Pumping set -2900, xxi) Test Run-24 hours continueously for 7 days. (1 set for 2.44 LPS with total head=175.05 Mtr) One stand by

From Tube well No.2 to collection tank (i) Location of site:- The Site is located at a distance of 38 KMs from from Palampur Railway station by road. ii) The altitude of place in which pumping set is intended to work:- Altitude of place is 730.00 m above MSL iii) Type of current :- AC three phase with frequency of 50cycles/second iv) Rated Voltage :- 415V ± 10% v) Charactrstics of water:- Clear cold & fresh water a) Temperature _20_ °C, b) Turbidity upto 10 NTU, c) pH 6.5 to 8 d ) Total solids :-600mg/litre, f) Others-----, (vi) Depth of T/well 80.00 Mtrs, vii) LWL in tank/ well- 677.00 Mtrs., viii) Centre line level of pump 677.00 mtrs. ix) Discharge level of highest point- 838.75mtrs. x) Nos of pumps reqd. _2_ Nos. pumps xi) Discharge at Duty Point=3.18 LPS xii) Static Head in meters _161.75 mts. xiii) Duty/Total head in Mts=177.35 mts xiv) Length of R/Main 1050 .00mts xv) Dia of R/Main=80mm xvi) Pumping hours per day- 16 hours xvii) Limits of pump operation (-) 25% to (+) 10% of Total head at duty point xviii) HP of motor /Drive unit ---, Power absorbed or Required BHP at (-) 15% of Duty head or BHP with margins/multiplying factor at duty point & (+) 10% head , whichever is higher i.e Upto 2 HP = 1.5 , 2 to 5 HP = 1.4, 5 to 10 HP = 1.3 , 10 to 20 HP = 1.2 , 20 to100 HP = 1.15, Above 100 HP=1.10 xix) Efficiency at duty point Minimum 60% xx) R.P.M.of Pumping set -2900, xxi) Test Run-24 hours continueously for 7 days. (1 set for 3.18 LPS with total head=177.35 Mtr) One stand by

Providing and laying Riser Pipe 3 layers PPR-C, Pe 80 grade (Polypropylene Random Co-polymer) stablished & antimicrobial fused welded having thermal stability for hot & cold water supply conforming to IS 15801 pipes of suitable size for suction delivery and common header considering site requirements and NPSH required/avaiable.The pipe sizes for suction and delivery shall as per the requirement of offered pump (to be given by the tendrers) and common header shall be equal to dia of rising main including tapers. flanges, bends, rubber gaskets, 3 mm thick nuts and bolts and specials up to 5 metre away from the outer wall of pump house as per layout drawing approved by Engineer-in-charge. The pipes material shall conform to relevant BIS codes and capable of with standing field test pressure equal to 1.5 times the operating pressure. The complete arrangement shall comprise of:- 63 mm dia

( For 10 Nos Tube Wells)

Note:- (Refer Vol-II-Technical specifications & Vol-III, Data Sheet No.6 from 6.1 to 6.10)

CENTRIFUGAL PUMP SETS

Supply Installation Testing & Commissioning 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/Kirlosker 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 /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.

(SULLAH THAMBA NANOUN ( PHASE 3rd)

Centrifugal Pumps :- Machyal to Garla Sarkari Har 2 sets (1 as standby) of 3.18 LPS each with 101.07 m head

CENTRIFUGAL PUMP SETS NANOUN PANTEHAR

Centrifugal Pumps :- Chowki to Kakrain 2 sets (1 as standby) of 2.24 LPS each with 68.31 m head

Note:- (Refer Vol-II-Technical specifications & Vol-III, Data Sheet No.7 from 7.1 to 7.2)

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 metaled, 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.

JHARAT RAJHOON

SULLAH THAMBA NANOUN

NANOUN PANTEHAR

HEINJA SIDE

Kangain Thambu ( Saidoon Banhoon)

Kangain Thambu ( Kona Saprul)

Kangain Thambu ( Sunpur Lahru)

Kangain Thambu ( Purba Balota & Balota Tang Bhatiyara)

Kangain Thambu ( Khera Bai Da Patt)

Providing, laying and jointing, testing in trenches galvanised mild steel tubes screwed and socketed, ISI marked, conformining to IS :1239 of make & 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).

JHARAT RAJHOON

20 MM DIA ( light class)

25 MM DIA ( light class)

32 mm dia (Light Class)

40 mm dia (Light Class)

50mm dia (Light Class)

65mm dia (light Class)

80mm dia (light Class)

SULLAH THAMBA NANOUN

20 MM DIA ( light class)

25 MM DIA ( light class)

32 mm dia (Light Class)

40 mm dia (Light Class)

50mm dia (Light Class)

65mm dia (light Class)

80mm dia (light Class)

NANOUN PANTEHAR

25 MM DIA ( light class)

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)

125mm dia (light Class)

HEINJA SIDE

32 mm dia (Light Class)

50mm dia (Light Class)

65mm dia (light Class)

80mm dia (light Class)

100mm dia (M. Class)

Kangain Thambu ( Saidoon Banhoon)

25 mm dia (Light Class)

32mm dia (Light Class)

40mm dia (light Class)

80mm dia (light Class)

100mm dia (M. Class)

Kangain Thambu ( Kona Saprul)

25 mm dia (Light Class)

40mm dia (Light Class)

50mm dia (light Class)

Kangain Thambu ( Sunpur Lahru)

25 mm dia (Light Class)

32mm dia (Light Class)

40mm dia (light Class)

50mm dia (light Class)

65mm dia (Light Class)

Kangain Thambu ( Purba Balota & Balota Tang Bhatiyara)

25 mm dia (Light Class)

32mm dia (Light Class)

40mm dia (light Class)

50mm dia (light Class)

65mm dia (Light Class)

80mm dia (Light Class)

Kangain Thambu ( Khera Bai Da Pat)

25 mm dia (Light Class)

32mm dia (Light Class)

40mm dia (light Class)

50mm dia (light Class)

65mm dia (Light Class)

80mm dia (Light Class)

100mm dia (M. Class)

Dismentalling of G.I.Pipe complete in all respectas per direction and to the entire satisfaction of the Engineer-in-charge (Earth work in trenches to be measured and paid for separately).

Kangain Thambu ( Saidoon Banhoon)

15 mm dia (Light Class)

20mm dia (Light Class)

25mm dia (light Class)

32mm dia (light Class)

40mm dia (light Class)

50mm dia (light Class)

65mm dia (light Class)

Kangain Thambu ( Kona Saprul)

15 mm dia (Light Class)

20mm dia (Light Class)

25mm dia (light Class)

32mm dia (light Class)

Kangain Thambu ( Sunpur Lahru)

15 mm dia (Light Class)

20mm dia (Light Class)

25mm dia (light Class)

40mm dia (light Class)

Kangain Thambu ( Purba Balota & Balota Tang Bhatiyara)

15 mm dia (Light Class)

20mm dia (Light Class)

25mm dia (light Class)

32mm dia (light Class)

40mm dia (light Class)

65mm dia (light Class)

Kangain Thambu ( Lahat Kotlu Phase 1st &2nd)

15 mm dia (Light Class)

20mm dia (Light Class)

25mm dia (light Class)

32mm dia (light Class)

40mm dia (light Class)

50mm dia (light Class)

65mm dia (light Class)

Relaying of G.I.Pipe inclusive of all fittings complete in all respect per direction and to the entire satisfaction of the Engineer-in-charge (Earth work in trenches to be measured and paid for separately).

Kangain Thambu ( Saidoon Banhoon)

25mm dia (light Class)

32mm dia (light Class)

40mm dia (light Class)

50mm dia (light Class)

65mm dia (light Class)

Kangain Thambu ( Kona Saprul)

25mm dia (light Class)

32mm dia (light Class)

Kangain Thambu ( Sunpur Lahru)

25mm dia (light Class)

40mm dia (light Class)

Kangain Thambu ( Purba Balota & Balota Tang Bhatiyara)

25mm dia (light Class)

32mm dia (light Class)

40mm dia (light Class)

65mm dia (light Class)

Kangain Thambu ( Lahat Kotlu Phase 1st &2nd)

25mm dia (light Class)

32mm dia (light Class)

40mm dia (light Class)

50mm dia (light Class)

65mm dia (light Class)

80mm dia (light Class)

Note:- (Refer Vol-II-Technical specifications & Vol-III, Data Sheet No.9 from 9.1 to 9.54)

S.k.sharma contractor and engineer

Unipro Techno Infrastructure Pvt Ltd