Engineering procurement construction testing commissioning trail run and operation and maintenance of various components of LWSS/WSS to PC Habitation Baragaon

Amount

Schedule A1 (Phase-II Uhl River) Civil Works

Designing, Construction, Commissioning & Testing of RCC Intake Well cum pump house which shall include tapping water from Beas River consisting of all allied Civil Works, Site development, cutting/excavation in all kinds of soils, C/o PCC/RCC Retaining walls, Breast walls,dewatering etc complete as directed by engineer in charge. The tentative depth (not limite to) 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.1.1)

Designing (aesthetically), Providing, Constructing, Testing & Commissioning of Water Treatment Plant of 4.29 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.1.2 & 1.2.1)

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.(Refer Vol-III, Data Sheet No. 1.3 , 1.4& 1.4.1)

Pump House near WTP

Ist stage,Part-I at Drugh ( 1 No.)

Ist & 2nd stage ,Part-II at Mana and Garlog (2 No.)

Provision for Solar Teck stand dusk to dawn automatic operation with 74 watt panel,74 AH tubular battery with 1X11 watt, CFL with two days autonomy with 5 metres pole.

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.1.5.1 to 1.5.35)

Main Balancing reservoir MBR Part-I

C/O CWT /Sump well 82000 Ltr.at point -B (Drug)

C/O MST-I 69000 Ltr. Capacity at point -C (Saroun Jalpa Temple)

Main Balancing reservoir MBR Part-II

C/O CWT /Sump well 124000 Ltr. Capacity at point B (Silag)

C/O CWT/ Sump well 389000 Ltr. Caapacity at point -D (Kumarda)

C/O CWT/Summp well 36000 Ltr.capacity at point -C (Manna)

C/O MST-2 ,65000 Ltr.capacity at point-H (Bunga Ridaha)

Service Reservoir Part-I

Storage Tank of 40000 Litres Capacity at point-D (Bharwahan)

Storage Tank of 23000 Litres Capacity at point B7,B13,E,J,L, & M (Chambi, Chhahari, Dhar, Singari, Cheli, Padwahan)

Storage Tank of 18000 Litres Capacity at point N (Baridhar)

Storage Tank of 11000 Litres Capacity at point B1(Bah)

Storage Tank of 10000 Litres Capacity at point F,H,I & K (Khil, Luhardi/Nashdhar, Nihon, Babli)

Service Reservoir Part-II

Storage Tank of 98000Litres Capacity at point I -11 (Gwali)

Storage Tank of 89000 Litres Capacity at point I (Sakrog)

Storage Tank of 54000 Litres Capacity at point G & H2 (Kulander, Kunnu)

Storage Tank of 47000 Litres Capacity at point E & I-6 (Pataldhar, Katipari)

Storage Tank of 40000 Litres Capacity at point Q (Megal)

Storage Tank of 35000 Litres Capacity at point L (Mehar)

Storage Tank of 23000 Litres Capacity at point D1 & H10 (Kanher, Narla)

Storage Tank of 10000 Litres Capacity at point B6,B10,D6 & J5 (Silag, Badagraon, Gajaun, Dwardu)

Designing, Constructing, Testing & Commissioning of aesthetically designed ( to be approved by the competent authority) Staff Residences complete as directed by engineer in charge.. The work shall include all allied Civil Works, Site development, cutting/excavation in all kinds of soils, C/o PCC/RCC Retaining walls, Breast walls, Toilets, Septic Tanks, dewatering, all internal and external electrical wiring, water supply and sanitary fittings, External Solar powered Street lighting and other allied items. The clear height of walls shall be 3.00 mtrs. above floor level up to slab level . The thickness of slab shall not be less than 100 mm. in all respect shall be included in plinth area rates. The outer doors & Window shall be in double shutters and aluminium grills for windows. Internal wiring shall be in PVC conduits as per relevent data sheet and scope of work.The rates quoted by the contractor shall be for the complete work. All ancilliary works and accessories required to make the system fully functional shall be included in the cost of work. Nothing extra shall be paid on this account.The work shall include supplying of 5 sets of structural design and drawings etc complete as directed by Engineer in charge as per relevent data sheet and scope of work.(Refer Vol-II-Technical specifications & Vol-III, Data Sheet No.1.6)

Type II (2 Nos.)

Type III (1 No.)

Provision for Solar Teck stand dusk to dawn automatic operation with 74 watt panel,74 AH tubular battery with 1X11 watt, CFL with two days autonomy with 5 metres pole.

Fencing work around all civil works such as WTP, Pump Houses, MBRs & SRs etc. with Galvanised mild steel barbed wire Confirming to IS "278-1962 including cost of MS Angle iron Poles of size 50x50x5 mm fixed with concrete blocks incuding cost of Brick Masonry and Foundation concrete and cement Plaster as per relevant data sheet complete in all respects to the entire satisfaction of the Engineer-in-charge.(Refer Vol-II-Technical specifications & Vol-III, Data Sheet No. 1.7)

Designing, Construction, Commissioning and Testing of Steeel Trussed crossing for a clear span of 50m over Banogi Khad to carry Rising main, in all respects to entire satisfaction of Engineer-un-charge.

Designing, Construction, Commissioning & Testing of RCC Intake Well cum pump house which shall include tapping water from Uhl River consisting of all allied Civil Works, Site development, cutting/excavation in all kinds of soils, C/o PCC/RCC Retaining walls, Breast walls,dewatering etc complete as directed by engineer in charge. The tentative depth (not limite to) 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.1.1)

Designing (aesthetically), Providing, Constructing, Testing & Commissioning of Water Treatment Plant of 1.30 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.1.2 & 1.2.1)

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.(Refer Vol-III, Data Sheet No. 1.3,1.4 & 1.4.1)

Pump House near WTP (Stage-I)

2nd stage,Part-I at Bharyan Galla ( 1 No.)

2nd stage,Part-II at Shalyar ( 1 No.)

Provision for Solar Teck stand dusk to dawn automatic operation with 74 watt panel,74 AH tubular battery with 1X11 watt, CFL with two days autonomy with 5 metres pole.

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 of 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.1.5.1 to 1.5.35)

Main Balancing reservoir MBR Part-I

C/O CWT /Sump well 83000 Ltr.at point -B (Bharyan Galla)

C/O MST-I 23000 Ltr. Capacity at point -F (Parol Dugh)

Main Balancing reservoir MBR Part-II

C/O CWT /Sump well 33000 Ltr. Capacity at point B (Shalyar)

C/O MST-2 ,38000 Ltr.capacity at point-C (Fooladhar)

Service Reservoir Part-I

Storage Tank of 23000 Litres Capacity at point-C,E,H (Bulag, Tikkar & Silhbudhani Rest House)

Storage Tank of 95000 Litres Capacity at point-F (Parol Dugh)

Storage Tank of 16000 Litres Capacity at point G, & F (Dehar Dhar & Parol Dugh)

Service Reservoir Part-II

Storage Tank of 225000 Litres Capacity at point C (Fooladhar)

Storage Tank of 30000 Litres Capacity at point G & E (Radahan & Jhatingari)

Storage Tank of 23000 Litres Capacity at point D & F (Footakhal, Barthwan)

Storage Tank of 22000 Litres Capacity at point I & H (Badhonidhar, Badwahan)

Designing, Constructing, Testing & Commissioning of aesthetically designed ( to be approved by the competent authority) Staff Residences complete as directed by engineer in charge.. The work shall include all allied Civil Works, Site development, cutting/excavation in all kinds of soils, C/o PCC/RCC Retaining walls, Breast walls, Toilets, Septic Tanks, dewatering, all internal and external electrical wiring, water supply and sanitary fittings, External Solar powered Street lighting and other allied items. The clear height of walls shall be 3.00 mtrs. above floor level up to slab level . The thickness of slab shall not be less than 100 mm. in all respect shall be included in plinth area rates. The outer doors & Window shall be in double shutters and aluminium grills for windows. Internal wiring shall be in PVC conduits as per relevent data sheet and scope of work.The rates quoted by the contractor shall be for the complete work. All ancilliary works and accessories required to make the system fully functional shall be included in the cost of work. Nothing extra shall be paid on this account.The work shall include supplying of 5 sets of structural design and drawings etc complete as directed by Engineer in charge as per relevent data sheet and scope of work.(Refer Vol-II-Technical specifications & Vol-III, Data Sheet No.1.6)

Type II (2 Nos.)

Type III (1 No.)

Provision for Solar Teck stand dusk to dawn automatic operation with 74 watt panel,74 AH tubular battery with 1X11 watt, CFL with two days autonomy with 5 metres pole.

Fencing work around all civil works such as WTP, Pump Houses, MBRs & SRs etc. with Galvanised mild steel barbed wire Confirming to IS "278-1962 including cost of MS Angle iron Poles of size 50x50x5 mm fixed with concrete blocks incuding cost of Brick Masonry and Foundation concrete and cement Plaster as per relevant data sheet complete in all respects to the entire satisfaction of the Engineer-in-charge.(Refer Vol-II-Technical specifications & Vol-III, Data Sheet No. 1.7)

Designing, Construction, Commissioning and Testing of Steeel Trussed crossing for a clear span of 50m over Banogi Khad to carry Rising main, in all respects to entire satisfaction of Engineer-un-charge.

Part-III Rithachak Nallah

Designing, Constructing, Testing & Commissioning of RCC Circular Intake well for tapping water from Rithchak Nallah 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 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.1.1)

Designing (aesthetically), Providing, Constructing, Testing & Commissioning of Water Treatment Plant of 0.596 MLD in 16 hours i.e. 0.894 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.1.2 & 1.2.1)

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.1.5.1 to 1.5.35)

Service resdervior

Storage Tank of 88000 Litres Capacity at point-D (Katyandhar)

Storage Tank of 75000 Litres Capacity at point B1 (Dharyondhar)

Storage Tank of 37000 Litres Capacity at point C (Khaban)

Storage Tank of 30000 Litres Capacity at point E (Dhamchyan)

Storage Tank of 16000 Litres Capacity at point A1 (Near Panjond)

Storage Tank of 14000Litres Capacity at point B (Kufardhar)

Fencing work around all civil works such as WTP, & SRs etc. with Galvanised mild steel barbed wire Confirming to IS "278-1962 including cost of MS Angle iron Poles of size 50x50x5 mm fixed with concrete blocks incuding cost of Brick Masonry and Foundation concrete and cement Plaster as per relevant data sheet complete in all respects to the entire satisfaction of the Engineer-in-charge.(Refer Vol-II-Technical specifications & Vol-III, Data Sheet No. 1.7)

Schedule A2 Rising main (Part-I Beas River)

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 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.

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:- Foundation and plinth.

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 :

Foundation and footings

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.

Providing , laying, fixing, jointing and testing in trenches MS pipe of following dia meters confirming to confirming to BIS 3183-2007 (Latest up to date ammendments), 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 up to date amendments) duly welded in four layers (two inner and two outer) with pipes at both ends as per relevant BIS standards along with nuts and bolts of required sizes, 3mm thick compressed asbestos fiber/synthetic rubber gaskets confirming to relevant BIS standards. The laying of pipe shall include all operation such as cutting, welding, jointing, providing & fixing of MS flanges, fabrication of bends, tees 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 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.1.8)

JACK WELL TO WTP (Submersible stage)

300 mm dia -MS-Pipe Grade-A, 4.0 mm thickness F.T-28

PART-I, Ist stage

150 mm dia. MS pipe 6.40 mm Thickness,F.T.-38 (Grade-X -42)

150 mm dia. MS pipe 5.60 mm Thickness,F.T.-34 (Grade-X -42)

150 mm dia. MS pipe 5.20 mm Thickness,F.T.-34 (Grade-X -42)

150 mm dia. MS pipe 4.80 mm Thickness,F.T.-34 (Grade-X -42)

150 mm dia. MS pipe 4.00 mm Thickness,F.T.-17 (Grade-X -42)

150 mm dia. MS pipe 4.8 mm Thickness,F.T.-17 (Grade-A)

Part-I,2nd stage

150 mm dia. MS pipe 4.00 mm Thickness,F.T.-28 (Grade-X -42)

Part-II, Ist stage

200 mm dia. MS pipe 7.00 mm Thickness,F.T.-38(Grade-X -42)

200 mm dia. MS pipe 5.60 mm Thickness,F.T.-34(Grade-X -42)

200 mm dia. MS pipe 4.80 mm Thickness,F.T.-28(Grade-X -42)

200 mm dia. MS pipe 4.00 mm Thickness,F.T.-17(Grade-X -42)

Part-II, 2nd stage

200 mm dia. MS pipe 6.40 mm Thickness,F.T.-34(Grade-X -42)

200 mm dia. MS pipe 5.20 mm Thickness,F.T.-28(Grade-X -42)

200 mm dia. MS pipe 4.00 mm Thickness,F.T.-17 (Grade-X -42)

Part-II, 3rd stage

150 mm dia. MS pipe 6.40 mm Thickness,F.T.-28(Grade-X -42)

Providing , laying,jointing ( by way of circumfrential butt welded joints in three layers by electrical arc welding ) and testing of MSERW pipe of following dia meters confirming to BIS 3183-2007 (Latest upto date ammendments), steel grade specified below (latest with upto date amendments) having wall thickness as specified below with bevelled ends and capable of withstanding required test pressure in a random length of 4 to 7 meters, including manufacturing reducers/ tapers , all short pieces, beds etc. as per site requirement made from parent tubes . The laying of pipe shall include all operation such as cutting, welding, jointing, fabrication of bends, tees 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 relevant IS standards and the damaged portion of the pipes and specials 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-203-2015. 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. 1.8)

Intake well TO WTP (Submersible stage)

300mm dia -MS -Pipe (Grade-A), 4.40 mm thickness

Part-I,Ist Stage

150 mm dia -MS-Pipe , 6.40 mm thickness (Grade-X-42)

150 mm dia -MS-Pipe , 5.60 mm thickness (Grade-X-42)

150 mm dia -MS-Pipe , 5.20 mm thickness (Grade-X-42)

150 mm dia -MS-Pipe , 4.80 mm thickness (Grade-X-42)

150 mm dia -MS-Pipe , 4.00 mm thickness (Grade-X-42)

150 mm dia -MS-Pipe , 4.80 mm thickness (Grade-A)

Part-I ,2nd Stage

150 mm dia -MS-Pipe , 4.00 mm thickness (Grade-X-42)

Part-II,Ist Stage

200 mm dia -MS-Pipe , 7.00 mm thickness (Grade-X-42)

200 mm dia -MS-Pipe , 5.60 mm thickness (Grade-X-42)

200 mm dia -MS-Pipe , 4.80 mm thickness (Grade-X-42)

200 mm dia -MS-Pipe , 4.00 mm thickness (Grade-X-42)

Part-II, 2nd Stage

200 mm dia -MS-Pipe , 6.40 mm thickness (Grade-X-42)

200 mm dia -MS-Pipe , 5.20 mm thickness (Grade-X-42)

200 mm dia -MS-Pipe , 4.00 mm thickness (Grade-X-42)

Part-II, 3rd Stage

150 mm dia -MS-Pipe , 6.40 mm thickness (Grade-X-42)

Providing , laying, fixing, jointing and testing in trenches GMS pipe of following dia meters confirming to confirming to BIS 1239 (Part-I), 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 up to date amendments) duly welded in four layers (two inner and two outer) with pipes at both ends as per relevant BIS standards along with nuts and bolts of required sizes, 3mm thick compressed asbestos fiber/synthetic rubber gaskets confirming to relevant BIS standards. The laying of pipe shall include all operation such as cutting, welding, jointing, providing & fixing of MS flanges, fabrication of bends, tees 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 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.1.8)

Part-I, Ist stage

150 mm dia -GMS-Pipe , F.T.28 (Heavy class)

150 mm dia -GMS-Pipe , F.T.17 (Medium class)

Part-I, 2nd stage

150 mm dia -GMS-Pipe , F.T.28 (Heavy class)

150 mm dia -GMS-Pipe , F.T.17 (Medium class)

Part-II Syphon

150 mm dia -GMS-Pipe , F.T.17 (Medium class)

Part-II,3rd stage

150 mm dia -GMS-Pipe , F.T.28 (Heavy class)

150 mm dia -GMS-Pipe , F.T.17 (Medium class)

Providing , laying,jointing ( by way of circumfrential butt welded joints in four layers by electrical arc welding ) and testing of MSERW pipe of following dia meters confirming to BIS 3183-2007 (Latest upto date ammendments), steel grade specified below (latest with upto date amendments) having wall thickness as specified below with bevelled ends and capable of withstanding required test pressure in a random length of 4 to 7 meters, including manufacturing reducers/ tapers , all short pieces, beds etc. as per site requirement made from parent tubes . The laying of pipe shall include all operation such as cutting, welding, jointing, fabrication of bends, tees 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 relevant IS standards and the damaged portion of the pipes and specials 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-203-2015. 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. 1.8)

Part-I, Ist stage

150 mm dia -GMS-Pipe , (Heavy class)

150 mm dia -GMS-Pipe , (Medium class)

Part-I, 2nd stage

150 mm dia -GMS-Pipe ,(Heavy class)

150 mm dia -GMS-Pipe , (Medium class)

Part-II Syphon

150 mm dia -GMS-Pipe , (Medium class)

Part-II,3rd stage

150 mm dia -GMS-Pipe , (Heavy class)

150 mm dia -GMS-Pipe , (Medium class)

Part-II Uhl River

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 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.

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:- Foundation and plinth.

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 :

Foundation and footings

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.

Providing , laying, fixing, jointing and testing in trenches MS pipe of following dia meters confirming to confirming to BIS 3183-2007 (Latest up to date ammendments), 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 up to date amendments) duly welded in four layers (two inner and two outer) with pipes at both ends as per relevant BIS standards along with nuts and bolts of required sizes, 3mm thick compressed asbestos fiber/synthetic rubber gaskets confirming to relevant BIS standards. The laying of pipe shall include all operation such as cutting, welding, jointing, providing & fixing of MS flanges, fabrication of bends, tees 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 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.2.7)

PART-I, Ist stage

100 mm dia. MS pipe 4.80 mm Thickness,F.T.-34 (Grade-X -42)

Part-I,2nd stage

80 mm dia. MS pipe 4.40 mm Thickness,F.T.-34 (Grade-X -42)

80 mm dia. MS pipe 4.00 mm Thickness,F.T.-34 (Grade-X -42)

Part-II, Ist stage

125 mm dia. MS pipe 5.60 mm Thickness,F.T.-34(Grade-X -42)

125 mm dia. MS pipe 4.80 mm Thickness,F.T.-34(Grade-X -42)

Providing , laying,jointing ( by way of circumfrential butt welded joints in three layers by electrical arc welding ) and testing of MSERW pipe of following dia meters confirming to BIS 3183-2007 (Latest upto date ammendments), steel grade specified below (latest with upto date amendments) having wall thickness as specified below with bevelled ends and capable of withstanding required test pressure in a random length of 4 to 7 meters, including manufacturing reducers/ tapers , all short pieces, beds etc. as per site requirement made from parent tubes . The laying of pipe shall include all operation such as cutting, welding, jointing, fabrication of bends, tees 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 relevant IS standards and the damaged portion of the pipes and specials 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-203-2015. 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. 2.7)

Part-I,Ist Stage

100 mm dia -MS-Pipe , 4.80 mm thickness (Grade-X-42)

Part-I ,2nd Stage

80 mm dia -MS-Pipe , 4.40 mm thickness (Grade-X-42)

80 mm dia -MS-Pipe , 4.00 mm thickness (Grade-X-42)

Part-II,Ist Stage

125 mm dia -MS-Pipe , 5.60 mm thickness (Grade-X-42)

125 mm dia -MS-Pipe , 4.80 mm thickness (Grade-X-42)

Providing , laying, fixing, jointing and testing in trenches GMS pipe of following dia meters confirming to confirming to BIS 1239 (Part-I), 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 up to date amendments) duly welded in four layers (two inner and two outer) with pipes at both ends as per relevant BIS standards along with nuts and bolts of required sizes, 3mm thick compressed asbestos fiber/synthetic rubber gaskets confirming to relevant BIS standards. The laying of pipe shall include all operation such as cutting, welding, jointing, providing & fixing of MS flanges, fabrication of bends, tees 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 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. 2.7)

Submersible Pipe

150 mm dia -GMS-Pipe , F.T.5 (Medium class)

Part-I, Ist stage

100 mm dia -GMS-Pipe , F.T.28 (Heavy class)

100 mm dia -GMS-Pipe , F.T.28 (Medium class)

Part-I, 2nd stage

80 mm dia -GMS-Pipe , F.T.34 (Heavy class)

80 mm dia -GMS-Pipe , F.T.28 (Medium class)

Part-II 1st Stage

125 mm dia -GMS-Pipe , F.T.28 (Heavy class)

125 mm dia -GMS-Pipe , F.T.17 (Medium class)

Part-II, 2nd stage

100 mm dia -GMS-Pipe , F.T.28 (Medium class)

100 mm dia -GMS-Pipe , F.T.17 (Medium class)

Providing , laying,jointing ( by way of circumfrential butt welded joints in four layers by electrical arc welding ) and testing of MSERW pipe of following dia meters confirming to BIS 3183-2007 (Latest upto date ammendments), steel grade specified below (latest with upto date amendments) having wall thickness as specified below with bevelled ends and capable of withstanding required test pressure in a random length of 4 to 7 meters, including manufacturing reducers/ tapers , all short pieces, beds etc. as per site requirement made from parent tubes . The laying of pipe shall include all operation such as cutting, welding, jointing, fabrication of bends, tees 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 relevant IS standards and the damaged portion of the pipes and specials 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-203-2015. 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. 2.7)

Part-I, Ist stage

100 mm dia -GMS-Pipe , (Heavy class)

100 mm dia -GMS-Pipe , (Medium class)

Part-I, 2nd stage

80 mm dia -GMS-Pipe ,(Heavy class)

80 mm dia -GMS-Pipe , (Medium class)

Part-II 1st Stage

125 mm dia -GMS-Pipe , (Heavy class)

125 mm dia -GMS-Pipe , (Medium class)

Part-II, 2nd stage

100 mm dia -GMS-Pipe , (Medium class)

100 mm dia -GMS-Pipe , (Medium class)

Schedule A3 Pumping machinery and electrical works Part-I Beas River

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% ) and ( -15% ) volts 3 Phase 50 C/S AC supply. The power of motor should be at least 10% in excess of maximum power required by the pump in complete operating range with mounting stand/ duck foot bend, steel guide wire with mounting hook, lowering chain and standard accessories as supplied by the manufacturers complete, suitable for fulfilling the following requirements:- including Pump sets (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 =46.42 LPS , Total Head= 31.48 Mtr.(Refer Vol-II-Technical specifications & Vol-III, Data Sheet No, 2.1)

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,2.1 to 2.6)

Part-I, Ist stage

Combination of pump sets (with 100% standby) Discharge =15.16 LPS, Total Head: 644 Metre

Part-I, 2nd stage

Combination of pump sets (with 100% standby) Discharge =12.64 LPS, Total Head:336.00 Metre

Part-II, Ist stage

Combination of pump sets (with 100% standby) Discharge =28.94 LPS, Total Head: 554.00 Metre

Part-II, 2nd stage

Combination of pump sets (with 100% standby) Discharge =24.04 LPS, Total Head:496.00 Metre

Part-II, 3rd stage

Combination of pump sets (with 100% standby) Discharge =12.06 LPS, Total Head:319.00 Metre

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

Providing suitable digital pressure gauge IS marked

Supply of Inspection Vehicles with outsourced Driver. The outsourced driver shall be provided by the firm till completion of O&M period.

Innova crysta

SCORPIO S11 BS6

Part-II Uhl River

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% ) and ( -15% ) volts 3 Phase 50 C/S AC supply. The power of motor should be at least 10% in excess of maximum power required by the pump in complete operating range with mounting stand/ duck foot bend, steel guide wire with mounting hook, lowering chain and standard accessories as supplied by the manufacturers complete, suitable for fulfilling the following requirements:- including Pump sets (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 =14.14 LPS, Total Head: 34 Metre (Refer Vol-II-Technical specifications & Vol-III, Data Sheet No, 2.7)

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. 2.9 to 2.12)

Part-I, Ist stage

Combination of pump sets (with 100% standby) Discharge =5.50 LPS with Total Head: 483.00 Metre

Part-I, 2nd stage

Combination of pump sets (with 100% standby) Discharge =5.11 LPS, Total Head: 664.16 Metre

Part-II, Ist stage

Combination of pump sets (with 100% standby) Discharge =7.96 LPS, Total Head: 443.00 Metre

Part-II, 2nd stage

Combination of pump sets (with 100% standby) Discharge =6.34 LPS, Total Head: 315.00 Metre

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

Providing suitable digital pressure gauge IS marked

Schedule A4 Gravity main & Distribution system Part-I Beas River)

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,3.0 to 3.2)

80 mm dia (Medium Class)

65 mm dia (Medium Class)

50 mm dia (Medium Class)

40mm dia (Medium Class)

32mm dia (Medium Class)

Providing and fixing brass stop cock , wheel valve including housing chamber complete in all respect.

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 )

100 mm diameter (K-7)(Part-2)

80 mm diameter (K-7)(Part-2)

P/F Break Pressure Tanks of 1000 ltrs capacity of 3.15mm thick MS sheet welded in double layer with mosquito proof coupling of approved municipal design and cover with locking inlet and outlet arrangement incl priming and painting with approved brand of primer and paint. Primer coat shall consist of primer coat and three coats of bituminious paint to the entire satisfaction of Engineer-in-Charge.

Restoration of road damages due to digging for laying of various dia. Pipe line at different RD,s

Providing and installation of house connection with 15mm dia GI pipe (L) class including laying, jointing, testing in trenches, screwed and socketed as per IS: 1239 inlcuding all kind of tube fitting such as GI elbow, GI Tees, GI sockets GI unions, GI nipples, Collers , Air Valves, Water meter and 6mm ferrule connection complete in all respects for minimum 2305 house connection to the entire satisfection of Engineer-in-charge ( refer Vol-II -Tech. Specifications, Vol-III Data Sheet No. 4.0)

Designing and construction of waste water collection pits and carriage at habitation level including construction soaked pit of 1.50 mtr dia and 5.00 mtr. Deep filled with bricks/ gravel at available location to the entire satisfection of Engineer-in-charge refer Vol-II Tech Specification vol-III Data sheet No. 7

Part-II UHL River

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,3.1)

65 mm dia (Medium Class)

50 mm dia (Medium Class)

40mm dia (Medium Class)

32mm dia (Medium Class)

Providing and fixing brass stop cock , wheel valve including housing chamber complete in all respect.

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 )

80 mm diameter (K-7)(Part-2)

P/F Break Pressure Tanks of 1000 ltrs capacity of 3.15mm thick MS sheet welded in double layer with mosquito proof coupling of approved municipal design and cover with locking inlet and outlet arrangement incl priming and painting with approved brand of primer and paint. Primer coat shall consist of primer coat and three coats of bituminious paint to the entire satisfaction of Engineer-in-Charge.

Restoration of road damages due to digging for laying of various dia. Pipe line at different RD,s

Providing and installation of House connections with 15mmm dia G.I Pipe (Light Class) incl. laying, Jointing and Testing in trenches, screwed and socketed as per IS:1239 incl. all kind of Tube fitting such as G.I Elbow, G.I Tees, G.I Sockets, G.I Unions, G.I Nipples, Collars, Air valves, Water Meter and 6mm ferrule connections complete in all respects for minimum 685 house connections to the entire satisfaction of Engineer-in- Charge.(Refer Vol-II-Technical specifications, Vol-III, Data Sheet No, 4.0)

Designing and construction of waste water collection pits and carriage at habitation level including construction soaked pit of 1.50 mtr dia and 5.00 mtr. Deep filled with bricks/ gravel at available location to the entire satisfection of Engineer-in-charge refer Vol-II Tech Specification vol-III Data sheet No. 7

Part-III Rithachak Nallah

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 in trenches galvanised mild steel tube (medium grade) as per IS: 1239(Earth work to be measured and paid for separately).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, 4)

65 mm dia (Medium Class)

40 mm dia (Medium Class)

Providing and fixing brass stop cock , wheel valve including housing chamber complete in all respect.

65 mm dia (Medium Class)

40mm 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 )

100 mm diameter (K-7)

80 mm diameter (K-7)

P/F Break Pressure Tanks of 1000 ltrs capacity of 3.15mm thick MS sheet welded in double layer with mosquito proof coupling of approved municipal design and cover with locking inlet and outlet arrangement incl priming and painting with approved brand of primer and paint. Primer coat shall consist of primer coat and three coats of bituminious paint to the entire satisfaction of Engineer-in-Charge.

Providing laying ,jointing & testing of GI Pipes and fittings screwed and socketted (Medium grade) into trenches earth work to measured and paid for seperately

32 mm dia (Medium Class)

40 mm dia (Medium Class)

50mm dia (Medium Class)

65mm dia (Medium Class)

Restoration of road damages due to digging for laying of various dia. Pipe line at different RD,s

Providing and installation of House connections with 15mmm dia G.I Pipe (Light Class) incl. laying, Jointing and Testing in trenches, screwed and socketed as per IS:1239 incl. all kind of Tube fitting such as G.I Elbow, G.I Tees, G.I Sockets, G.I Unions, G.I Nipples, Collars, Air valves, Water Meter and 6mm ferrule connections complete in all respects for minimum162 house connections to the entire satisfaction of Engineer-in- Charge.(Refer Vol-II-Technical specifications, Vol-III, Data Sheet No, 4.0)

Designing and construction of waste water collection pits and carriage at habitation level including construction soaked pit of 1.50 mtr dia and 5.00 mtr. Deep filled with bricks/ gravel at available location to the entire satisfection of Engineer-in-charge refer Vol-II Tech Specification vol-III Data sheet No. 7

Schedule A5-Automation Part-I Beas River

Part-II Uhl River

Part-III Rithachak Nallah

Schedule A6- Disinfection systeme (Part-I Beas River

Part-II Uhl River

Part-III Rithachak Nallah

Supply, delivery, erection and commissioning of following capacity of micro controller based water disinfection capacity of micro -controller based water disinfection equipments using Silver - Ionization process / Gaseous chlorination based on Oligodynamic technology i/c control panel, water chamber, electrode, interconnecting pipe line, field test kit, outer cabinet, voltage stabilizer, water flow meter, booster pump, booster bed pump, etc complete 25000 LPH with 2 Years AMC. (Refer Vol-II-Technical Specifications & Vol-III, Data Sheet No.6)

Schedule B1- Operation and Maintenance Part-I Beas River

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,-8)

From 01.01.2022 to 31.12.2022

From 01.01.2023 to 31.12.2023

From 01.01.2024 to 31.12.2024

From 01.01.2025 to 31.12.2025

From 01.01.2026 to 31.12.2026

Part-II Uhl River

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,-8)

From 01.01.2022 to 31.12.2022

From 01.01.2023 to 31.12.2023

From 01.01.2024 to 31.12.2024

From 01.01.2025 to 31.12.2025

From 01.01.2026 to 31.12.2026

Part-III Rithachak Nallah

Operation and maintenancce of scheme from source to Tail end of the scheme in proper working condition. O & M includes the regular i.e., daily supply of designed/required quantity of potable water having water quality as per of water supply standard/protocol to the beneficiaries of the scheme up to main storage/delivery tank, from source to WTP, Main sector storage tanks at different locations as per plan and repair and maintenance of main lines. Gravity Lines, and entire distribution system alongwith maintenance of automised system of scheme. Regular maintenance of all the facilities including cleaning, washing, oil and greasing repair, replacement of worn out/damaged part of pumping machinery. pipe line, valves and electrical, Mechanical requirements, regular cleaning of all structures like storage tanks, sumpwells, intakes, channels, collection/distribution channels/pump house etc. and the disposal of the same as per the direction of the Engineer-in-charge. It includes fixing /repairing/leakage in structure, channel, pipe line, pumping machinery etc. & proper distribution of treated water and regular testing of water samples and required stages of treatment. Keeping regular and proper record of water quantity and quality, repair and maintenance work, chemical dosing and time and hours of run of pumping machinery, removal of all akind of slips, slush, uprooting of unwanted grass, shrubs, weeds etc growing near the structure and keeping the area neat and clean to the entire satisfaction of Engineer-in-charge. Planting and maintaining plants of the flowers/trees around the Pump Houses/ WTP/Storage tanks/Sump wells etc. to the entire satisfaction of Engineer-in-Charge. It includes the cost of procurement of adequate and proper tools and plants, skilled & unskilled manpower, spare-parts, oil, grease, lubricants, chemicals and all kinds of regents required for water sample testing, refilling of gaseous cylinders including mechanical and head load carriage etc. and making standby arrangement all times, instruments, equipments, stationery and any other material etc. required for O& M excluding the cost of energy charges. All the operations shall be carried out as per the CPHEEO Manual of the water supply and treatment( with latest addition(, HPPWD/HP IPH specifications, HP IPH Department norms and directions issued by the Engineer-in-Charge from time to time and sound Engineering practices.(Refer Vol-II-Technical specifications & Vol-III, Data Sheet No,-8)

From 01.01.2022 to 31.12.2022

From 01.01.2023 to 31.12.2023

From 01.01.2024 to 31.12.2024

From 01.01.2025 to 31.12.2025

From 01.01.2026 to 31.12.2026

Unipro Techno Infrastructure Pvt Ltd

R.G. INDUSTRIES