Design Build including Civil works and Operation and Maintenance for 5 years of Rural Water Supply Scheme at District Mandi

Amount

Water Treatment Plant Supply of electrical, mechanical and instrumentation components for Water Treatment Plant of capacities as specified below including campus lightning with solar panels, automation, real time monitoring of quantity and quality of water, etc. as directed by Engineer in charge. All ancillary electrical and mechanical equipment 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.

Proposed WTP near River Beas- 1200 KLD Capacity

Proposed WTP at Bhanchwali - 255 KLD Capacity

Proposed WTP Near Beas River - 600 KLD Capacity

Proposed WTP at Rao - 2600 KLD Capacity

Proposed WTP at Sadiyar Nallah - 152 KLD Capacity

Proposed WTP at Khola Nallah - 71 KLD Capacity

Proposed WTP at Sans Nallah - 11 KLD Capacity

Proposed WTP at Nasrar Nallah - 56 KLD Capacity

Proposed WTP at Bithari Khad - 128 KLD Capacity

Proposed WTP at Samnos - 1100 KLD Capacity

Proposed WTP at Gowata Nallah - 35 KLD Capacity

Proposed WTP at Baneshti Jiyog Nallah - 77 KLD Capacity

Proposed WTP at Chuhar Nallah - 111 KLD Capacity

Proposed WTP at Narara Nallah - 36 KLD Capacity

Proposed WTP at Nanonta Nallah - 40 KLD Capacity

Submersible Pump Submersible Pump Supply of suitable Raw water submersible pumpset capable of handling 6000 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 expansion 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. Capacities are mentioned below

12.46 LPS with 22 M Head - 2 Nos. (At Proposed Jack Well Jack Well near Beas River at Raghu Nath ka Padhar)

5.68 LPS with 20 M Head - 2 Nos. (At Proposed Winch Room cum Trolley System with pumps at Beas River)

5.32 LPS with 15 M Head - 4 Nos. (At Proposed Head Weir, rectangular channel and sump at Samnos)

Centrifugal Pumps Supply 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 makes as per BIS 1520-1980 with upto date amendments, read with IS:9137-1978 or latest edition suitable for lifting water for under mentioned characteristics 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 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 point head. The motor/motors as per ISI:325:1978 with upto date amendments read with IS 900:1972. It should include cost of bearing nuts , bolts and painting etc. Complete work inclusive of all taxes, transportation, freight charges, inspection charges, loading, unloading, conveyance to Departmental stores / site, stacking, etc. including specials B33 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 as per instruction of Engineer in charge.Capacities are provided below:

6.23 LPS with 486 M Head - 4 Nos. (At Proposed PH near Proposed WTP)

4.02 LPS with 375 M Head - 2 Nos. (At Existing PH near Proposed WTP at Bhanchwali)

5.68 LPS with 616 M Head - 2 Nos. (At Proposed PH near Proposed WTP (Aut))

2.84 LPS with 335 M Head - 4 Nos. (At Proposed PH near Proposed Sumpwell)

3.84 LPS with 638 M Head - 2 Nos. (At Proposed PH near Proposed MBR-1)

13.57 LPS with 178 M Head - 4 Nos. (At Proposed WTP at Rao)

3.67 LPS with 412 M Head - 4 Nos. (At Proposed PH near Proposed MBR-1 (Majhrot))

4.89 LPS with 550 M Head - 4 Nos. (At Proposed PH near Proposed WTP at Samnos)

1.04 LPS with 199 M Head - 4 Nos. (At Proposed PH near Proposed WTP at Samnos)

Disinfection System Supply of electrical and mechanical instrumentation work for Gaseous Chlorination Plant at MSB .Vacuum operated pressure feed gaseous chlorinator for Chlorination of water by direct feeding to water main consisting of the following ; Chlorinator capable to deliver 0-1000 gm/hr of chlorine gas comprising of spring opposed inlet valve, rate valve, flow meter remote ejector assembly with built in check valve, vacuum tubing , vent tubing and injection assembly. Booster pump set Set of 2 No. :1W+ 1SB with electric motor operated on 400/440 volt, 3 phase 50hz electric supply to suit ejector assembly of chlorinator, mounted on common base frame. Water piping from water main/UGR Set of 2 No. :1W+ 1SB to booster pump and delivery of water to elector through 20mm CPVC pipe complete with all fitting such as 20mm inlet gate valve, 20mm delivery valve, Y type strainer and solution delivery piping 20mm heavy duty PVC plumbing pipe sch 80 upto injection point before ejector assy/piping upto delivery mains. Total piping not exceeding 24 mtrs. Accessories/spares: Multi purpose cylinder Key-1 No. lead washers -6 Nos Ejector gasket-2 sets. Hose clips- 4 Nos. Ammonia Bottle – 50ml -1 No. Chlorine Cylinders: Chlorine gas Cylinder 100kg ., capacity as per BIS Duly certified by CCE Nagpur and filled with Chlorine gas. Chlorine Leak Detector with sensor and alarm. Electric Panel for booster pumps & leak detector. The rates quoted by the contractor shall be for the complete work including carriage and insurance charges.

Proposed Vacuum Gaseous Chlorination

SCADA Systems Supply, of electrical and mechanical devices in SCADA system for automation and real time monitoring of quantity and quality of water at water supply source, WTP (at inlet and outlet both), Pumphouses, Reservoirs, Rising Main, Gravity Main, Distribution etc. SCADA system shall be designed to remotely control, monitor, store, display, leakages and log process and equipment operating information. The SCADA system, as delivered shall operate with a fully developed control screens, database and a communication network for seamless real-time of data communication. The software shall feature an automated backup routine to protect system from loss of critical data. SCADA System to be integrated with Solar Panel Modules (especially at remote locations, where the supply of power is not available). Computers installed at central command location shall be able to monitor and control all Pumps, motor actuated sluice valve, Pressure transmitter, Water Level sensors, electromagnetic flow meter, Sub Soil water level transmitter / Hydro static type, Ultrasonic Level Transmitter, Turbidity Analyser, Residual Chlorine Sensor, PH Analyser and other devices installed on real time basis through SCADA system. Other software shall be interfaced with SCADA for conducting off-line as well as on-line computations for efficient functioning and operation as the case may be, and viewing computed results vis-à-vis observed real-time values. Automation system with real time data Provision to be installed at discharge point of the WTP, Collection Tank, MBR and service storage tanks in all lead & lifts and to the entire satisfaction of Engineer-in-charge. The rates quoted by the contractor shall be for the complete work including carriage and insurance charges.

Automation at Source, WTP, Pump House, Main balancing reservoir and Service reservoir for all schemes in CW-MZ02

Supply of Flexible rail cum trolly system with Structural steel trolley mounted with Raw water pumps to extract water from river Beas. Trolley arrangement shall move on Rail sections which shall be erected on RCC Bed in CC M30. Fluctuation level in water is 10 m in Height and 2.1m in Length. To permit/control the movement, Winch crab (5 MT capacity) and Wire rope arrangement shall be provided. Standard rail section (for meter gauge) as per relevant IS Code shall be used. Flexible rail cum trolley system shall be designed to work efficiently under worst daily water level fluctuations. All steel work shall be painted with approved primer and anti- corrosive paint. Nothing extra shall be paid on this account.

Description of Work / Item(s)

Amount

Plant and Mandatory Spare Parts Supplied from Abroad (b)

Plant and Mandatory Spare Parts Supplied from Within the Employer’s Country(b)

Design Services

Installation and other services during the Design–Build Period

Subtotal for the Design–Build of the Works, to be carried forward to the Letter of Price Bid

Operation Service

Other Services During the Operation Service Period

Subtotal for the Operation Service, to be carried forward to the Letter of Price Bid

Grand Total to be carried forward to Letter of Price Bid

Description of Work / Item(s)

Amount

Water Treatment Plant Supply of electrical, mechanical and instrumentation components for Water Treatment Plant of capacities as specified below including campus lightning with solar panels, automation, real time monitoring of quality and quantity of water, etc. as directed by Engineer in charge. All ancillary electrical and mechanical equipment 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.

Proposed WTP near River Beas- 1200 KLD Capacity

Proposed WTP at Bhanchwali - 255 KLD Capacity

Proposed WTP Near Beas River - 600 KLD Capacity

Proposed WTP at Rao - 2600 KLD Capacity

Proposed WTP at Sadiyar Nallah - 152 KLD Capacity

Proposed WTP at Khola Nallah - 71 KLD Capacity

Proposed WTP at Sans Nallah - 11 KLD Capacity

Proposed WTP at Nasrar Nallah - 56 KLD Capacity

Proposed WTP at Bithari Khad - 128 KLD Capacity

Proposed WTP at Samnos - 1100 KLD Capacity

Proposed WTP at Gowata Nallah - 35 KLD Capacity

Proposed WTP at Baneshti Jiyog Nallah - 77 KLD Capacity

Proposed WTP at Chuhar Nallah - 111 KLD Capacity

Proposed WTP at Narara Nallah - 36 KLD Capacity

Proposed WTP at Nanonta Nallah - 40 KLD Capacity

Submersible Pump Submersible Pump Supply of suitable Raw water submersible pumpset capable of handling 6000 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 expansion 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. Capacities are mentioned below

12.46 LPS with 22 M Head - 2 Nos. (At Proposed Jack Well Jack Well near Beas River at Raghu Nath ka Padhar)

5.68 LPS with 20 M Head - 2 Nos. (At Proposed Winch Room cum Trolley System with pumps at Beas River)

5.32 LPS with 15 M Head - 4 Nos. (At Proposed Head Weir, rectangular channel and sump at Samnos)

Centrifugal Pumps Supply 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 makes as per BIS 1520-1980 with upto date amendments, read with IS:9137-1978 or latest edition suitable for lifting water for under mentioned characteristics 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 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 point head. The motor/motors as per ISI:325:1978 with upto date amendments read with IS 900:1972. It should include cost of bearing nuts , bolts and painting etc. Complete work inclusive of all taxes, transportation, freight charges, inspection charges, loading, unloading, conveyance to Departmental stores / site, stacking, etc. including specials B33 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 as per instruction of Engineer in charge. Capacities are provided below:

6.23 LPS with 486 M Head - 4 Nos. (At Proposed PH near Proposed WTP)

4.02 LPS with 375 M Head - 2 Nos. (At Existing PH near Proposed WTP at Bhanchwali)

5.68 LPS with 616 M Head - 2 Nos. (At Proposed PH near Proposed WTP (Aut))

2.84 LPS with 335 M Head - 4 Nos. (At Proposed PH near Proposed Sumpwell)

3.84 LPS with 638 M Head - 2 Nos. (At Proposed PH near Proposed MBR-1)

13.57 LPS with 178 M Head - 4 Nos. (At Proposed WTP at Rao)

3.67 LPS with 412 M Head - 4 Nos. (At Proposed PH near Proposed MBR-1 (Majhrot))

4.89 LPS with 550 M Head - 4 Nos. (At Proposed PH near Proposed WTP at Samnos)

1.04 LPS with 199 M Head - 4 Nos. (At Proposed PH near Proposed WTP at Samnos)

Disinfection System Supply of electrical and mechanical instrumentation work for Gaseous Chlorination Plant at MSB .Vacuum operated pressure feed gaseous chlorinator for Chlorination of water by direct feeding to water main consisting of the following ; Chlorinator capable to deliver 0-1000 gm/hr of chlorine gas comprising of spring opposed inlet valve, rate valve, flow meter remote ejector assembly with built in check valve, vacuum tubing , vent tubing and injection assembly. Booster pump set Set of 2 No. :1W+ 1SB with electric motor operated on 400/440 volt, 3 phase 50hz electric supply to suit ejector assembly of chlorinator, mounted on common base frame. Water piping from water main/UGR Set of 2 No. :1W+ 1SB to booster pump and delivery of water to elector through 20mm CPVC pipe complete with all fitting such as 20mm inlet gate valve, 20mm delivery valve, Y type strainer and solution delivery piping 20mm heavy duty PVC plumbing pipe sch 80 upto injection point before ejector assy/piping upto delivery mains. Total piping not exceeding 24 mtrs. Accessories/spares: Multi purpose cylinder Key-1 No. lead washers -6 Nos Ejector gasket-2 sets. Hose clips- 4 Nos. Ammonia Bottle – 50ml -1 No. Chlorine Cylinders: Chlorine gas Cylinder 100kg ., capacity as per BIS Duly certified by CCE Nagpur and filled with Chlorine gas. Chlorine Leak Detector with sensor and alarm. Electric Panel for booster pumps & leak detector. The rates quoted by the contractor shall be for the complete work including carriage and insurance charges.

Proposed Vacuum Gaseous Chlorination

SCADA Systems Supply, of electrical and mechanical devices in SCADA system for automation and real time monitoring of quantity and quality of water at water supply source, WTP (at inlet and outlet both), Pumphouses, Reservoirs, Rising Main, Gravity Main, Distribution etc. SCADA system shall be designed to remotely control, monitor, store, display, leakages and log process and equipment operating information. The SCADA system, as delivered shall operate with a fully developed control screens, database and a communication network for seamless real-time of data communication. The software shall feature an automated backup routine to protect system from loss of critical data. SCADA System to be integrated with Solar Panel Modules (especially at remote locations, where the supply of power is not available). Computers installed at central command location shall be able to monitor and control all Pumps, motor actuated sluice valve, Pressure transmitter, Water Level sensors, electromagnetic flow meter, Sub Soil water level transmitter / Hydro static type, Ultrasonic Level Transmitter, Turbidity Analyser, Residual Chlorine Sensor, PH Analyser and other devices installed on real time basis through SCADA system. Other software shall be interfaced with SCADA for conducting off-line as well as on-line computations for efficient functioning and operation as the case may be, and viewing computed results vis-à-vis observed real-time values. Automation system with real time data Provision to be installed at discharge point of the WTP, Collection Tank, MBR and service storage tanks in all lead & lifts and to the entire satisfaction of Engineer-in-charge. The rates quoted by the contractor shall be for the complete work including carriage and insurance charges.

Automation at Source, WTP, Pump House, Main balancing reservoir and Service reservoir for all schemes in CW-MZ02

Supply of Flexible rail cum trolly system with Structural steel trolley mounted with Raw water pumps to extract water from river Beas. Trolley arrangement shall move on Rail sections which shall be erected on RCC Bed in CC M30. Fluctuation level in water is 10 m in Height and 2.1m in Length. To permit/control the movement, Winch crab (5 MT capacity) and Wire rope arrangement shall be provided. Standard rail section (for meter gauge) as per relevant IS Code shall be used. Flexible rail cum trolley system shall be designed to work efficiently under worst daily water level fluctuations. All steel work shall be painted with approved primer and anti- corrosive paint. Nothing extra shall be paid on this account.

Description of Work / Item(s)

Amount

Baseline survey and studies are required to be carried out using performance base benchmark indicators related to all water supply components for project planning, designing execution and operation & maintenance.

Source feasibility studies for the proposed/existing sources are to be carried out to ensure that sources are capable of meeting ultimate water requirement in sustainable manner.

Topographical Survey of all the components is required to be carried out in accordance with the requirements as per norms and guidelines.

Hydraulic as well as structural designs are to be carried out of all the components in CW-MZ02 in accordance with the provision of Technical Planning Consideration, Design Norms and Benchmark Indicators for Rural Water Supply Schemes-Himachal Pradesh (Funded Under ADB) under the direction of Engineer-in-Charge. Wherever necessary, guidelines of Manual of Water Supply and Treatment published by CPHEEO, MoUD, New Delhi and Manual for Preparation of Detailed Project Report for Rural Water Supply Schemes in published by MoDWS Feb 2013 as directed by Engineer-In-Charge. (Refer Table 3, Section 6 of the tender document for all the detail components in scheme)

Description of Work / Item(s)

Amount

Source

Intake Chamber Constructing, Testing & Commissioning of Intake Structure to tap water from Khad/ Nallah/ Spring consisting of RCC Intake Chamber including all allied civil Works, site development, cutting/excavation in all kinds of soils, C/o PCC/RCC dewatering etc complete as directed by engineer in charge. The rates quoted by the contractor shall be for the complete work including Geotechnical investigations. 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.

Proposed Intake Chamber at Sadiyar Nallah - 5 KL

Proposed Intake Chamber at Khola Nallah- 5 KL

Proposed Intake Chamber at Sans Nallah- 5 KL

Proposed Intake Chamber at Gowata Nallah - 5KL

Proposed Intake Chamber at Baneshti Jiyog - 5 KL

Proposed Intake Chamber at Chuhar Nallah - 5 KL

Proposed Intake Chamber at Narara Nallah - 5KL

Proposed Intake Chamber at Nanonta Nallah - 5 KL

Diversion Spur

Constructing, Testing & Commissioning of Diversion Spur along with rectangular channel and raw water sump to tap water from Khad/ Nallah. Diversion Spur, rectangular channel and raw water sump consisting of RCC structure (M30) including all allied Civil Works, site development, cutting/excavation in all kinds of soils, dewatering etc complete as directed by engineer in charge. The rates quoted by the contractor shall be for the complete work including Geotechnical investigations. All ancillary works and accessories required to make the Diversion Spur fully functional shall be included in the cost of work. Nothing extra shall be paid on this account

Proposed Diversion Spur at Nasrar Nallah

Proposed Diversion Spur at Bithari Khad

Proposed Diversion Spur at Juini Khad

Rail Cum Trolley System and Winch Room

Constructing, Installation, Testing & Commissioning of Flexible rail cum trolly system with Structural steel trolley mounted with Raw water pumps to extract water from river Beas. Trolley arrangement shall move on Rail sections which shall be erected on RCC Bed in CC M30. Fluctuation level in water is 10 m in Height and 2.1m in Length. To permit/control the movement, Winch crab (5 MT capacity) and Wire rope arrangement shall be provided. Standard rail section (for meter gauge) as per relevant IS Code shall be used. Flexible ail cum trolley system shall be designed to work efficiently under worst daily water level fluctuations. All steel work shall be painted with approved primer and anti- corrosive paint. The rates quoted by the contractor shall be for the complete work including C/o Winch Room, Geotechnical investigations etc. All ancillary 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.

Proposed Rail cum Trolley System and Winch Room at Beas River (MS3 Grid).

Jack Well

Constructing, Installation, Testing & Commissioning of Jack Well to extract water from river Beas. consisting of RCC Intake Chamber including all allied civil Works, site development, cutting/excavation in all kinds of soils, C/o PCC/RCC dewatering etc complete as directed by engineer in charge. The rates quoted by the contractor shall be for the complete work including Geotechnical investigations. All ancilliary works and accessories required to make the Jack well system fully functional shall be included in the cost of work. Nothing extra shall be paid on this account.

Jack Well near Beas River at Raghu Nath ka Padhar- 1 no. (MS1 Grid)

Water Treatment Plant (WTP)

Constructing, Installation, Testing & Commissioning of Water Treatment Plant of capacities as specified below, consisting of Civil, Mechanical, Electrical and Instrumentational works, Sanitary installations, Toilet, Septic tank, Guard Room, etc. The provision of real time monitoring of quantity and quality at inlet and outlet of WTP. Works shall include necessary hydraulic testing ,structural testing and all equipment testing. The components such as site development,C/o PCC/RCC Retaining walls, Breast walls, Dewatering, Inter-connecting Path, Walkway, Storm Water Drains, Scouring arrangement, Fencing, Beautification, campus lightning with inclusion of solar panel, including all allied Works complete as directed by engineer in charge. Battery Limit shall be considered as 5.00 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 ancillary 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-Technical specifications)

Proposed WTP near River Beas- 1200 KLD Capacity

Proposed WTP at Bhanchwali - 255 KLD Capacity

Proposed WTP Near Beas River - 600 KLD Capacity

Proposed WTP at Rao - 2600 KLD Capacity

Proposed WTP at Sadiyar Nallah - 152 KLD Capacity

Proposed WTP at Khola Nallah - 71 KLD Capacity

Proposed WTP at Sans Nallah - 11 KLD Capacity

Proposed WTP at Nasrar Nallah - 56 KLD Capacity

Proposed WTP at Bithari Khad - 128 KLD Capacity

Proposed WTP at Samnos - 1100 KLD Capacity

Proposed WTP at Gowata Nallah - 35 KLD Capacity

Proposed WTP at Baneshti Jiyog Nallah - 77 KLD Capacity

Proposed WTP at Chuhar Nallah - 111 KLD Capacity

Proposed WTP at Narara Nallah - 36 KLD Capacity

Proposed WTP at Nanonta Nallah - 40 KLD Capacity

Boundary Wall around WTP

Construction of boundary wall around WTP (constructed in brickwork/ Stonemasonry/ CMU or fencing panels of standard size i.e. 1.20x1.80 ) complete in all respects within all leads and lifts as per direction and satisfaction of engineer in charge.

Length of Boundary Wall in mtrs

Approach Road to WTP

Construction, Testing and Commissioning of Approach road Including all allied Civil Works, cutting/excavation in all kinds of soils, C/o PCC/RCC Retaining walls, Solar powered Street Lighting etc complete as directed by engineer in charge The rates quoted by the contractor shall be for the complete work. All ancillary 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

C/O 3 mtr. Wide single lane road i/c CD works complete. Length in KM

Retaining Wall - Construction, Providing and laying cement concrete in retaining walls, including the cost of centring, shuttering and finishing as per the direction of Engineer-in-charge.

Retaining Wall to Protect Water Treatment Plant length in Meter

Disinfection System

Installation, commissioning and testing of Gaseous Chlorination Plant at MSB .Vacuum operated pressure feed gaseous chlorinator for Chlorination of water by direct feeding to water main consisting of the following ; Chlorinator capable to deliver 0-1000 gm/hr of chlorine gas comprising of spring opposed inlet valve, rate valve, flow meter remote ejector assembly with built in check valve, vacuum tubing , vent tubing and injection assembly. Booster pump set Set of 2 No. :1W+ 1SB with electric motor operated on 400/440 volt, 3 phase 50hz electric supply to suit ejector assembly of chlorinator, mounted on common base frame. Water piping from water main/UGR Set of 2 No. :1W+ 1SB to booster pump and delivery of water to elector through 20mm CPVC pipe complete with all fitting such as 20mm inlet gate valve, 20mm delivery valve, Y type strainer and solution delivery piping 20mm heavy duty PVC plumbing pipe sch 80 upto injection point before ejector assy/piping upto delivery mains. Total piping not exceeding 24 mtrs. Accessories/spares: Multi purpose cylinder Key-1 No. lead washers -6 Nos Ejector gasket-2 sets. Hose clips- 4 Nos. Ammonia Bottle – 50ml -1 No. Chlorine Cylinders: Chlorine gas Cylinder 100kg ., capacity as per BIS Duly certified by CCE Nagpur and filled with Chlorine gas. Chlorine Leak Detector with sensor and alarm. Electric Panel for booster pumps & leak detector. The rates quoted by the contractor shall be for the complete work including carriage and insurance charges.

Proposed Vacuum Gaseous Chlorination

Pump House

Constructing, Testing & Commissioning of Pump House & Chowkidar Room at following Locations including all allied Civil Works, Electrical works, Sanitary installations, 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, campus lightning with inclusion of solar panel etc complete as directed by engineer in charge The rates quoted by the contractor shall be for the complete work. All ancillary 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.

Proposed Pump House near proposed WTP (MS-1 grid) in 48 sqm

Proposed Pump House at WTP (Aut) in 48 sqm

Proposed Pump House at Proposed Sumpwell in Village Kashna in 48 sqm

Proposed Pump House at MBR-1 (MS3 Grid) in 48 sqm

Proposed Pump House Near WTP (MS5 Grid) in 78 sqm

Proposed Pump House at MBR-1 (MS5 Grid) in 78 sqm

Proposed Pump House near WTP at Samnos in 90 sqm

Boundary Wall around pumphouse

Construction of boundary wall around Pump House (constructed in brickwork/ Stonemasonry/ CMU or fencing panels of standard size i.e. 1.20x1.80 ) complete in all respects within all leads and lifts as per direction and satisfaction of engineer in charge.

Length of Boundary Wall in mtrs

Approach Road to pump house

Construction, Testing and Commissioning of Approach road Including all allied Civil Works, cutting/excavation in all kinds of soils, C/o PCC/RCC Retaining walls, Solar powered Street Lighting, dewatering etc complete as directed by engineer in charge. The rates quoted by the contractor shall be for the complete work. All ancillary 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)

C/O 3 mtr. Wide single lane road i/c CD works complete. Length in KM

Submersible Pumps

Installation, Testing & Commissioning with automation (to be paid separately) of suitable Raw water submersible pumpset capable of handling 6000 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 expansion 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 along with electrical cable etc. Capacities are mentioned below

12.46 LPS with 22 M Head - 2 Nos. (At Proposed Jack Well Jack Well near Beas River at Raghu Nath ka Padhar)

5.68 LPS with 20 M Head - 2 Nos. (At Proposed Winch Room cum Trolley System with pumps at Beas River)

5.32 LPS with 15 M Head - 4 Nos. (At Proposed Head Weir, rectangular channel and sump at Samnos)

Centrifugal Pumps

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 makes as per BIS 1520-1980 with upto date amendments, read with IS:9137-1978 or latest edition suitable for lifting water for under mentioned characteristics 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 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 point head. The motor/motors as per ISI:325:1978 with upto date amendments 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, along with 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. Capacities are provided below:

6.23 LPS with 486 M Head - 4 Nos. (At Proposed PH near Proposed WTP)

4.02 LPS with 375 M Head - 2 Nos. (At Existing PH near Proposed WTP at Bhanchwali)

5.68 LPS with 616 M Head - 2 Nos. (At Proposed PH near Proposed WTP (Aut))

2.84 LPS with 335 M Head - 4 Nos. (At Proposed PH near Proposed Sumpwell)

3.84 LPS with 638 M Head - 2 Nos. (At Proposed PH near Proposed MBR-1)

13.57 LPS with 178 M Head - 4 Nos. (At Proposed WTP at Rao)

3.67 LPS with 412 M Head - 4 Nos. (At Proposed PH near Proposed MBR-1 (Majhrot))

4.89 LPS with 550 M Head - 4 Nos. (At Proposed PH near Proposed WTP at Samnos)

1.04 LPS with 199 M Head - 4 Nos. (At Proposed PH near Proposed WTP at Samnos)

Water Reservoirs

Ground Level Water Reservoirs

Constructing, Testing & Commissioning RCC Circular Ground level storage reservoirs as per capacity given below at various 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 allied Civil Works, Site development, cutting/excavation in all kinds of soils, C/o PCC/RCC Retaining walls, Breast walls, Sanitary works i.e., fencing, 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, all pipes should be colour coded as specified in technical specification, 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. Storage tank should include water level sensor and automatic pressure controlled valves. 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 ancillary 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 charges per relevant data sheet and scope of work.

Proposed Reservoirs

Proposed MBR Patron- Capacity 20 KL

Proposed MBR-1 Dhar- Capacity 40 KL

Proposed MBR-2 Dhiun- Capacity 40 KL

Proposed MBR-1 (Majhrot)- Capacity 75 KL

Proposed MBR-2 (Darman)- Capacity 20 KL

Proposed MBR Khalog- Capacity 70 KL

Proposed MBR Lower Chandyas - Capacity 25 KL

Proposed MBR-2 Salog - Capacity 20 KL

Proposed MBR Bhangroh - Capacity 20 KL

Proposed SR Fatebahan - Capacity 25 KL

Proposed SR Manthala 3 - Capacity 50 KL

Proposed SR Gaddle - Capacity 70 KL

Proposed SR Rati Pull - Capacity 20 KL

Proposed SR Khatlag - Capacity 60 KL

Proposed SR Alathu - Capacity 35 KL

Proposed SR Sain - Capacity 20 KL

Proposed SR Randhara - (DEHARI) Capacity 50 KL

Proposed SR Badhu Bara - Capacity 20 KL

Proposed SR Mandlog - Capacity 20 KL

Proposed SR Sarain - Capacity 20 KL

Proposed SR Tandi - Capacity 20 KL

Proposed SR Kot Dhalyas - Capacity 25 KL

Proposed SR Palechhari - Capacity 20 KL

Proposed SR Tharu - Capacity 25 KL

Proposed SR Pub - Capacity 20 KL

Proposed SR-Ratun Dhar - Capacity 20 KL

Proposed SR Baggi - Capacity 25 KL

Proposed Sumpwell in village Kashna - Capacity 10 KL

Proposed SR Shara - Capacity 20 KL

Proposed SR near Shyamlal House - Capacity 85 KL

Proposed SR Sarhi - Capacity 20 KL

Proposed SR Balaso - Capacity 40 KL

Proposed SR Shansh - Capacity 20 KL

Proposed SR Nagroan - Capacity 25 KL

Proposed Sumpwell near Sadiyar Nallah Source - Capacity 15 KL

Proposed Sumpwell near Khola Nallah Source - Capacity 10 KL

Proposed Sumpwell near Sans Nallah Source - Capacity 5 KL

Proposed Sumpwell near Nasrar Nallah Source - Capacity 5 KL

Proposed Sumpwell near Bithari Khad Source - Capacity 15 KL

Proposed SR Bhurla - Capacity 20 KL

Proposed SR Bag Karnala - Capacity 40 KL

Proposed SR Shala - Capacity 35 KL

Proposed SR Makhlot - Capacity 25 KL

Proposed Sumpwell near Proposed Headweir - Capacity 60 KL

Proposed SR Shila Kandhi - Capacity 20 KL

Proposed SR Bhaloti - Capacity 20 KL

Proposed SR Dari - Capacity 30 KL

Proposed SR Khananu - Capacity 20 KL

Proposed SR Odi - Capacity 20 KL

Proposed SR Bhauli Top - Capacity 35 KL

Proposed SR Khatidhar - Capacity 60 KL

Proposed SR Chakara Nala- Capacity 20 KL

Proposed SR Raswala - Capacity 20 KL

Proposed SR Chanwara - Capacity 20 KL

Proposed SR Swar - Capacity 20 KL

Proposed SR Ghawata - Capacity 20 KL

Proposed SR Khumba - Capacity 20 KL

Proposed SR Gadog - Capacity 20 KL

Proposed SR Jhungi - Capacity 20 KL

Proposed Sumpwell at Gowata Nallah - Capacity 5 KL

Proposed Sumpwell at Baneshti Jiyog - Capacity 10 KL

Proposed Sumpwell at Chuhar Nallah - Capacity 10 KL

Proposed Sumpwell at Narara Nallah - Capacity 5 KL

Proposed Sumpwell at Nanonta Nallah - Capacity 5 KL

Retrofitting of Existing Reservoirs

Retrofitting of existing reservoirs shall include strengthening of structure, foundation, walls, bottom slab , roof slab/dome with smooth finishing in 1:3 inside the tank, Patchwork, Denting, Painting, rehabilitation of leakages in tank and pipes, provisioning of ventilation. The job shall also includes reestablishment of pipe assembly for inlet, outlet, overflow and scour pipe with bye pass arrangement consisting of GI / MS pipes, all pipes should be colour coded as specified in technical specification, valves of required classes and dia should be re-established wherever they are disreputable. 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 retrofitted 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.

Existing MBR Hawani - Capacity 64 KL

Existing SR Manthala 1- Capacity 33 KL

Existing SR Manthala 2 - Capacity 28 KL

Existing SR Jagnah - Capacity 12 KL

Existing SR Sohalu - Capacity 16 KL

Existing SR Chambidhar - Capacity 120 KL

Existing SR Kufuru - Capacity 73 KL

Existing SR Tikkar 2 - Capacity 20 KL

Existing SR Patron - Capacity 41.5 KL

Existing SR Draman - Capacity 150 KL

Existing SR near Sheetla Temple - Capacity 20 KL

Existing SR Bakrot near Baju - Capacity 25 KL

Existing SR Sanna near Electrical Sub Station - Capacity 38 KL

Existing SR Demad - Capacity 10 KL

Existing SR Kansot - Capacity 31 KL

Eaisting SR Chandni - Capacity 42 KL

Existing SR Jail - Capacity 20 KL

Existing SR Bani - Capacity 32 KL

Existing SR Balhri - Capacity 10 KL

Existing SR Rauna Kothi - Capacity 14 KL

Existing SR Sandra Dhar - Capacity 26 KL

Over Head Reservoirs

Proposed Reservoirs

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 in M30 design mix in foundation, walls, bottom slab , roof slab/dome with smooth finishing in 1:3 inside the tank, all allied 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 manifold 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. Storage tank should include water level sensor and automatic pressure controlled valves. 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 ancillary 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 capacity of soil and drawings, etc complete as directed by engineer in charge.

Proposed MBR (D) Dev Dhar (Staging 10 m) - Capacity 40 KL

Proposed SR Jola (Staging - 18 m) - Capacity 40 KL

Proposed OHT Near Jaswant Singh House (Staging - 15m) - Capacity 155 KL

Proposed SR Panyas (Staging - 10m) - Capacity 40 KL

Existing Overhead Reservoirs

Retrofitting of existing reservoirs shall include strengthening of structure, foundation, walls, bottom slab , roof slab/dome with smooth finishing in 1:3 inside the tank. Patchwork, Denting, Painting, rehabilitation of leakages in tank and pipes, provisioning of ventilation. The job shall also includes reestablishment of pipe assembly for inlet, outlet, overflow and scour pipe with bye pass arrangement consisting of GI / MS pipes, all pipes should be colour coded as specified in technical specification, special and valves of required classes and dia should be re-established wherever they are disreputable. 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 retrofitted 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.

Existing OHT (Staging - 15m) - Capacity 111 KL

Existing SR Khatarwar (Staging - 15m) - Capacity 59 KL

Existing OHT near Samkal School (Staging - 15m) - Capacity 80 KL

Existing OHT near Ghandha Ram's house (Staging - 10m) - Capacity 22 KL

Existing Upper Behli (Staging - 15m) - Capacity 25 KL

Existing OHT (Staging - 15m) - Capacity 214 KL

Boundary Wall around Reservoirs

Construction of boundary wall around water storage tanks (constructed in brickwork/ Stonemasonry/ CMU or fencing panels of standard size i.e. 1.20x1.80 ) complete in all respects within all leads and lifts as per direction and satisfaction of engineer in charge.

Length of Boundary Length in mtrs

Approach Road to reservoirs

Construction, Testing and Commissioning of Approach road Including all allied Civil Works, cutting/excavation in all kinds of soils, C/o PCC/RCC Retaining walls, Solar powered Street Lighting, dewatering etc complete as directed by engineer in charge The rates quoted by the contractor shall be for the complete work. All ancillary 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 (Reference Volume III, )

C/O 3 mtr. Wide single lane road i/c CD works complete. Length in KMs

Rising Main

Excavation in foundations and trenches (for pipes and pits) upto all depths etc. in all kinds of soil such as pick work, jumper work and saturated soil including bailing or pumping out of water, blasting in soft/hard rock or chiselling or wedging out of same where blasting is prohibited in all leads and lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring strutting, planking timbering and dewatering wherever required, stacking usable and unusable material/soil separately and after laying jointing and testing of pipes, returning he usable soil in 15 cm layer by ramming and watering and then disposing of all surplus excavated soil/unusable material as directed within all leads and lifts including restoration of unmetalled/ mattelled surfaces to its original condition and including cost of diversion of traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per the direction of Engineer-in-charge.

GMSERW Pipe 65 mm dia, Quantity in Cum

GMSERW Pipe 80 mm dia, Quantity in Cum

GMSERW Pipe 100 mm dia, Quantity in Cum

GMSERW Pipe 125 mm dia, Quantity in Cum

GMSERW Pipe 150 mm dia, Quantity in Cum

GMSERW Pipe 200 mm dia, Quantity in Cum

Pipe Material

Providing, laying, jointing and testing in trenches of mild steel electrically resistance welded bevelled edge flanged/Butt welded pipe conforming to ISO:3183-2007 L210 or A grade in item as per dimensions, weight and test pressure mentioned therein code (mill tolerances to be restricted within+- 3%) in random lengths of 6 to 7 mtrs including the cost of fabrication of bends by butt welding from parent tube as required at site. The laying & jointing of pipes should conform to IS:5822-1994 (earth work in trenches, flanged joint and butt welded joints except in bends to be measured and paid for separately) The pipes and specials shall have out side wrapping with galvanized as per BIS-4736, the galvanization is done by the manufacturing firm itself complete in all respect.

GMSERW Pipe 65 mm dia FT 17 MC 4.8 mm wall thickness, Length in Mtrs

GMSERW Pipe 65 mm dia FT 28 MC 4.8 mm wall thickness, Length in Mtrs

GMSERW Pipe 80 mm dia FT 5 MC 4.8 mm wall thickness, Length in Mtrs

GMSERW Pipe 80 mm dia FT 17 MC 4.8 mm wall thickness, Length in Mtrs

GMSERW Pipe 80 mm dia FT 28 MC 4.8 mm wall thickness, Length in Mtrs

GMSERW Pipe 80 mm dia FT 34 MC 4.8 mm wall thickness, Length in Mtrs

GMSERW Pipe 80 mm dia FT 38 MC 5.5 mm wall thickness, Length in Mtrs

GMSERW Pipe 100 mm dia FT 5 MC 4.8 mm wall thickness, Length in Mtrs

GMSERW Pipe 100 mm dia FT 17 MC 4.8 mm wall thickness, Length in Mtrs

GMSERW Pipe 100 mm dia FT 28 MC 4.8 mm wall thickness, Length in Mtrs

GMSERW Pipe 100 mm dia FT 34 MC 4.8 mm wall thickness, Length in Mtrs

GMSERW Pipe 100 mm dia FT 34 MC 6.0 mm wall thickness, Length in Mtrs

GMSERW Pipe 100 mm dia FT 34 MC 6.4 mm wall thickness, Length in Mtrs

GMSERW Pipe 125 mm dia FT 5 MC 4.8 mm wall thickness, Length in Mtrs

GMSERW Pipe 125 mm dia FT 34 MC 5.6 wall thickness, Length in Mtrs

GMSERW Pipe 125 mm dia FT 34 MC 7.1 wall thickness, Length in Mtrs

GMSERW Pipe 150 mm dia FT 5 MC 4.8 mm wall thickness, Length in Mtrs

GMSERW Pipe 150 mm dia FT 17 MC 4.8 mm Wall Thickness, Length in Mtrs

GMSERW Pipe 150 mm dia FT 17 MC 7.1 mm Wall Thickness, Length in Mtrs

GMSERW Pipe 200 mm dia FT 17 MC 4.8 mm wall thickness, Length in Mtrs

GMSERW Pipe 200 mm dia FT 28 MC 4.8 mm wall thickness, Length in Mtrs

Flanges

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

M.S. Flange 65 mm dia. FT 17 MC. Qty. in pair

M.S. Flange 65 mm dia. FT 28 MC. Qty. in pair

M.S. Flange 80 mm dia. FT 5 MC. Qty. in pair

M.S. Flange 80 mm dia. FT 17 MC. Qty. in pair

M.S. Flange 80 mm dia. FT 28 MC. Qty. in pair

M.S. Flange 80 mm dia. FT 34 MC. Qty. in pair

M.S. Flange 80 mm dia. FT 38 MC. Qty. in pair

M.S. Flange 100 mm dia. FT 5 MC. Qty. in pair

M.S. Flange 100 mm dia. FT 17 MC. Qty. in pair

M.S. Flange 100 mm dia. FT 28 MC. Qty. in pair

M.S. Flange 100 mm dia. FT 34 MC. Qty. in pair

M.S. Flange 125 mm dia. FT 5 MC. Qty. in pair

M.S. Flange 125 mm dia. FT 34 MC. Qty. in pair

M.S. Flange 150 mm dia. FT 5 MC. Qty. in pair

M.S. Flange 150 mm dia. FT 17 MC. Qty. in pair

M.S. Flange 150 mm dia. FT 34 MC. Qty. in pair

M.S. Flange 200 mm dia. FT 17 MC. Qty. in pair

M.S. Flange 200 mm dia. FT 28 MC. Qty. in pair

Butt Weld

Providing circumferential butt welded joints by electrical arc welding to below mentioned dia and wall thickness MSERW pipe welded in three number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS: 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm of Advani Oerlikon (Adore)-CITOJET/ES/ESAB make, conforming to IS 814-1991 including Die penetration test, at site of work complete in all respects, including manual/mechanical handling of pipe in all leads and lifts to the entire satisfaction of Engineer in charge.

Butt welding 65 mm dia pipe with 4.8 mm wall thickness

Butt welding 80 mm dia pipe with 4.8 mm wall thickness

Butt welding 80 mm dia pipe with 5.5 mm wall thickness

Butt welding 100 mm dia pipe with 4.8 mm wall thickness

Butt welding 100 mm dia pipe with 6 mm wall thickness

Butt welding 100 mm dia pipe with 6.4 mm wall thickness

Butt welding 125 mm dia pipe with 4.8 mm wall thickness

Butt welding 125 mm dia pipe with 5.6 mm wall thickness

Butt welding 125 mm dia pipe with 6.6 mm wall thickness

Butt welding 150 mm dia pipe with 4.8 mm wall thickness

Butt welding 150 mm dia pipe with 7.1 mm wall thickness

Butt welding 200 mm dia pipe with 4.8 mm wall thickness

Valves

Providing and fixing Gun Metal Gate Valve, Screwed in bonnet, Inside Screw, non rising stem, Integral seats, Handwheel operated, Flanged ends, conforming to IS : 778 - 1984 Class - 1, valves are blue painted. Testing of Valves is done as per specification under clause - 9 of IS : 778 -1984, The hydraulic Test pressures are indicated below :- Body Test Pressure = 1.5 MPa Hyd. Seat & Backseat Test Pressure = 1.0 MPa Hyd., i/c carriage in all leads & lifts & complete in all respect a as per direction and to the entire satisfaction of Engineer-in-Charge.

65 mm dia PN-1.0

80 mm dia PN-1.0

100 mm dia PN-1.0

Providing and fixing double flanged Cast Iron Non Rising Sluice Valve Flanged End As Per IS : 14846, Body, Dome, Wedge- CI IS:210, Gr. FG260, Body & Wedge Rings- Bronze IS:318 Gr. LTB2, Spindle- SS IS:6603, Gr.12Cr12, Gland Packing- Greasy Jute Packing, Fasteners- CS IS:1367, CL-4.6/4.0, Gasket- Natural Rubber, Flange Drilling - IS:1538, Table 4 & 6 i/c carriage in all leads & lifts & complete in all respect a as per direction and to the entire satisfaction of Engineer-in-Charge.

125 mm dia PN-1.0

150 mm dia PN-1.0

200 mm dia PN-1.0

Providing and fixing double air valve (Isolating type) Double orifice with rubber ball 50 mm dia dia of Bir make confirming to BIS:14845 with upto date amendments in rising mains with upto date amendments as per direction and to the entire satisfaction of Engineer-in-Charge.

50 mm dia PN1.0

Anchor blocks

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 chiselling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, levelling of beds to correct grade i/c shoring /strutting , planking, timbering & dewatering wherever required, stacking the useable & unusable material /soil separately & after laying jointing & testing of pipes, returning the useable soil in trenches in 15 cm layers including consolidating of such deposited 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. Quantity in Cum.

Providing and laying cement concrete 1:4:8 (1 cement: 4 sand: 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 entire satisfaction of Engineer-in- charge. Quantity in Cum.

Providing and laying cement concrete 1:2:4 (1 cement:2 sand:4 graded crushed stone aggregate 20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced work in:- Foundation and plinth Quantity in Cum.

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. Quantity in Sqm

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. In KG

Gravity Mains

Excavation in foundations and trenches (for pipes and pits) upto all depths etc. in all kinds of soil such as pick work, jumper work and saturated soil including bailing or pumping out of water, blasting in soft/hard rock or chiselling or wedging out of same where blasting is prohibited in all leads and lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring strutting, planking timbering and dewatering wherever required, stacking usable and unusable material/soil separately and after laying jointing and testing of pipes, returning he usable soil in 15 cm layer by ramming and watering and then disposing of all surplus excavated soil/unusable material as directed within all leads and lifts including restoration of unmetalled/ mattelled surfaces to its original condition and including cost of diversion of traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per the direction of Engineer-in-charge. Quantity in Cum

50 mm Dia GI Pipe, Quantity in Cum

65 mm Dia GI Pipe, Quantity in Cum

80 mm Dia GI Pipe, Quantity in Cum

100 mm Dia GI Pipe, Quantity in Cum

125 mm Dia GI Pipe, Quantity in Cum

150 mm Dia GI Pipe, Quantity in Cum

Pipe Material

Providing, laying, jointing and testing in trenches (to level or grade) of GI pipes Medium Class of below diameter conforming to IS 1239-1990 (Part - I ) with latest upto date amendments of grade, suitable to withstand required hydraulic test pressure in random length 4m-6m with plain ends The laying of pipes conform to IS 5822-1994 and as per CPHEEO manual and will include all operations such as cutting, welding and jointing including flushing, cleaning and hydraulic testing complete in all respect as per the direction and entire satisfaction of Engineer-in Charge. ( Cost of earth work and joints to be measured and paid separately )

50 mm Dia GI Pipe Medium class, Length in Rmt

65 mm Dia GI Pipe Medium class, Length in Rmt

80 mm Dia GI Pipe Medium class, Length in Rmt

100 mm Dia GI Pipe Medium class , Length in Rmt

125 mm Dia GI Pipe Medium class , Length in Rmt

150 mm Dia GI Pipe Medium class, Length in Rmt

Flanges

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

M.S. Flange 50 mm dia, Per Pair

M.S. Flange 65 mm dia, Per Pair

M.S. Flange 80 mm dia, Per Pair

M.S. Flange 100 mm dia, Per Pair

M.S. Flange 125 mm dia, Per Pair

M.S. Flange 150 mm dia, Per Pair

Butt Weld

Providing circumferential butt welded joints by electrical arc welding to below mentioned dia and wall thickness pipe welded in three number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS: 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm, conforming to IS 814-1991 including Die penetration test, at site of work complete in all respects, including manual/mechanical handling of pipe in all leads and lifts to the entire satisfaction of Engineer in charge.

Butt welding 50 mm dia pipe

Butt welding 65 mm dia pipe

Butt welding 80 mm dia pipe, Per Joint

Butt welding 100 mm dia pipe, Per Joint

Butt welding 125 mm dia pipe, Per Joint

Butt welding 150 mm dia pipe, Per Joint

Valves

Providing and fixing Gun Metal Gate Valve, Screwed in bonnet, Inside Screw, non rising stem, Integral seats, Handwheel operated, Flanged ends, conforming to IS : 778 - 1984 Class - 1, valves are blue painted. Testing of Valves is done as per specification under clause - 9 of IS : 778 -1984, The hydraulic Test pressures are indicated below :- Body Test Pressure = 1.5 MPa Hyd. Seat & Backseat Test Pressure = 1.0 MPa Hyd., i/c carriage in all leads & lifts & complete in all respect a as per direction and to the entire satisfaction of Engineer-in-Charge.

50 mm dia PN-1.0, in Nos.

50 mm dia PN-1.6, in Nos.

65 mm dia PN-1.0 , in Nos.

65 mm dia PN-1.6, in Nos.

80 mm dia PN-1.0 , in Nos.

80 mm dia PN-1.6, in Nos.

100 mm dia PN-1.0 , in Nos.

100 mm dia PN-1.6, in Nos.

Providing and fixing double flanged Cast Iron Non Rising Sluice Valve Flanged End As Per IS : 14846, Body, Dome, Wedge- CI IS:210, Gr. FG260, Body & Wedge Rings- Bronze IS:318 Gr. LTB2, Spindle- SS IS:6603, Gr.12Cr12, Gland Packing- Greasy Jute Packing, Fasteners- CS IS:1367, CL-4.6/4.0, Gasket- Natural Rubber, Flange Drilling - IS:1538, Table 4 & 6 i/c carriage in all leads & lifts & complete in all respect a as per direction and to the entire satisfaction of Engineer-in-Charge.

125 mm dia PN-1.0 , in Nos.

150 mm dia PN-1.0 , in Nos.

Providing and fixing double air valve (Isolating type) Double orifice with rubber ball 50 mm dia dia of Leader/Kirloskar make confirming to BIS:14845 with upto date amendments in rising mains with upto date amendments as per direction and to the entire satisfaction of Engineer-in-Charge. PN-1.0

50 mm dia PN-1.0, in Nos.

Providing and fixing double PRV valve complete in all respect as per direction and to the entire satisfaction of Engineer-in-Charge.

50 mm dia PN-1.0, in Nos.

65 mm dia PN-1.0, in Nos.

80 mm dia PN-1.0, in Nos.

100 mm dia PN-1.0, in Nos.

150 mm dia PN-1.0, in Nos.

Distribution Mains

Excavation in foundations and trenches (for pipes and pits) upto all depths etc. in all kinds of soil such as pick work, jumper work and saturated soil including bailing or pumping out of water, blasting in soft/hard rock or chiselling or wedging out of same where blasting is prohibited in all leads and lifts including trimming and dressing of sides, levelling of beds to correct grade including shoring strutting, planking timbering and dewatering wherever required, stacking usable and unusable material/soil separately and after laying jointing and testing of pipes, returning he usable soil in 15 cm layer by ramming and watering and then disposing of all surplus excavated soil/unusable material as directed within all leads and lifts including restoration of unmetalled/ mattelled surfaces to its original condition and including cost of diversion of traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. complete in all respects within all leads and lifts as per the direction of Engineer-in-charge. Quantity in Cum.

Pipe Material

Providing, laying, jointing and testing in trenches (to level or grade) of GI pipes Light Class jointed of below diameter conforming to IS 1239-1990 (Part - I ) with latest upto date amendments of grade, suitable to withstand required hydraulic test pressure in random length 4m-6m with screw and socketed. The laying of pipes conform to IS 5822-1994 and as per CPHEEO manual and will include all operations such as cutting, welding and jointing including flushing, cleaning and hydraulic testing complete in all respect as per the direction and entire satisfaction of Engineer-in Charge. ( Cost of earth work and joints to be measured and paid separately )

25 mm dia GI Pipe Light class, Length in Rmt

32 mm dia GI Pipe Light class, Length in Rmt

40 mm dia GI Pipe Light class, Length in Rmt

50mm dia GI Pipe Light class, Length in Rmt

Providing, laying, jointing and testing in trenches (to level or grade) of GI pipes Medium Class jointed of below diameter conforming to IS 1239-1990 (Part - I ) with latest upto date amendments of grade, suitable to withstand required hydraulic test pressure in random length 4m-6m with plain ends. The laying of pipes conform to IS 5822-1994 and as per CPHEEO manual and will include all operations such as cutting, welding and jointing including flushing, cleaning and hydraulic testing complete in all respect as per the direction and entire satisfaction of Engineer-in Charge. ( Cost of earth work and joints to be measured and paid separately )

65 mm Dia GI Pipe Medium class, Length in Rmt

80 mm Dia GI Pipe Medium class, Length in Rmt

100 mm Dia GI Pipe Medium class , Length in Rmt

125 mm Dia GI Pipe Medium class , Length in Rmt

150 mm Dia GI Pipe Medium class, Length in Rmt

Flanges

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

M.S. Flange 65 mm dia, Per Pair

M.S. Flange 80 mm dia, Per Pair

M.S. Flange 100 mm dia, Per Pair

M.S. Flange 125 mm dia, Per Pair

M.S. Flange 150 mm dia, Per Pair

Butt Weld

Providing circumferential butt welded joints by electrical arc welding to below mentioned dia and wall thickness GI pipe welded in three number of weld runs so as to achieve the minimum effective throat thickness of weld conforming to IS: 816-1969 specifications, by using welding electrodes of 2.5 mm to 6.3 mm of Advani Oerlikon (Adore)-CITOJET/ES/ESAB make, conforming to IS 814-1991 including Die penetration test, at site of work complete in all respects, including manual/mechanical handling of pipe in all leads and lifts to the entire satisfaction of Engineer in charge.

Butt welding 65 mm dia pipe,

Butt welding 80 mm dia pipe,

Butt welding 100 mm dia pipe,

Butt welding 125 mm dia pipe,

Butt welding 150 mm dia pipe,

Valves

Providing and fixing Gun Metal Gate Valve, Screwed in bonnet, Inside Screw, non rising stem, Integral seats, Handwheel operated, Flanged ends, conforming to IS : 778 - 1984 Class - 1, valves are blue painted. Testing of Valves is done as per specification under clause - 9 of IS : 778 -1984, The hydraulic Test pressures are indicated below :- Body Test Pressure = 1.5 MPa Hyd. Seat & Backseat Test Pressure = 1.0 MPa Hyd., i/c carriage in all leads & lifts & complete in all respect a as per direction and to the entire satisfaction of Engineer-in-Charge.

25 mm dia PN-1.0

32 mm dia PN-1.0

40 mm dia PN-1.0

50 mm dia PN-1.0

65 mm dia PN-1.0

80 mm dia PN-1.0

50 mm dia PN-1.6

65 mm dia PN-1.6

80 mm dia PN-1.6

150 mm dia PN-1.6

Providing and fixing double flanged Cast Iron Non Rising Sluice Valve Flanged End As Per IS : 14846, Body, Dome, Wedge- CI IS:210, Gr. FG260, Body & Wedge Rings- Bronze IS:318 Gr. LTB2, Spindle- SS IS:6603, Gr.12Cr12, Gland Packing- Greasy Jute Packing, Fasteners- CS IS:1367, CL-4.6/4.0, Gasket- Natural Rubber, Flange Drilling - IS:1538, Table 4 & 6 i/c carriage in all leads & lifts & complete in all respect a as per direction and to the entire satisfaction of Engineer-in-Charge.

125 mm dia PN 1.0

150 mm dia PN 1.0

Providing and fixing double PRV valve complete in all respect a as per direction and to the entire satisfaction of Engineer-in-Charge.

25 mm dia PN-1.0

32 mm dia PN-1.0

40 mm dia PN-1.0

50 mm dia PN-1.0

65 mm dia PN-1.0

80 mm dia PN-1.0

100 mm dia PN-1.0

Restoration of road damages due to digging for laying of various dia pipe line in difference RD.s with surface and base coarse as in the existing road alignment. Construction of road should be as per the direction and to entire satisfaction of Engineer-in-charge. Length in Rmt

Water Meter and Connection at consumer end

Providing and installation of house connections with 15 mm dia GI pipe, 30 Rmtr. (Light class) i/c 80 mm nipple of 15mm dia, GI socket, GI Union , GI elbow and 1/4" ferrule connection . Quantity in Nos.

Providing and fixing of electronic water meters from 15 mm to 32 mm sizes shall be magnetically coupled, MultiJet, inferential type, dry dial, IP68 class protection, Class-B water meters (screwed ends) manufactured in accordance with ISO: 4064-2005 (revised in 2014) standards & have ISI/EEC / MID pattern approvals & shall bear ISI/EEC / MID marking on meter dial for each size with nut and nipple set. Quantity in Nos.

15mm Quantity in Nos.

20mm Quantity in Nos.

25 mm Quantity in Nos.

32 mm Quantity in Nos.

Health, Safety, Environmental (HSE) and Social requirementse

Air quality monitoring

Noise level monitoring

Surface Water monitoring

Ground Water monitoring

Consent for establishments & consent for operation from HPPCB.

Provision for tree cutting & compensatory plantation measures

Traffic management at work sites (Pavement Markings, Channelizing Devices, Arrow Panels and Warning Lights)

Civil Works (Water Sprinkling for dust suppression; Barricading; Rainwater Harvesting for water conservation etc)

Preparation of plans and protocols (traffic management plan, waste (spoils) management plan etc.

Contractors Orientation to Workers on EMP implementation & COVID-19 protocol

EMP implementation costs for EMP measures that are not part of generation construction practices, and/or not covered under 17.02 to 17.11 f

Provisional Sum for STI/STD and HIV/AIDS alleviation programmeb (* It is a non competitive amount and contractor should enter the sum INR 2,00,000 without any alteration)

Percentage of item 17 for Contractor’s overhead charges and profit (10%)

Provisional Sum for the Employer’s share of the Dispute Adjudication Boardd (* It is a non competitive amount and contractor should enter the sum INR 5,00,000 without any alteration)

Description of Work / Item(s)

Amount

Bid Price in foreign currency

Foreign currency 1 (if any)

Bid price in local currency

Description of Work / Item(s)

Amount

Fixed Price * Operation and maintenance of schemes 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 schemes 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 along with maintenance of SCADA system of schemes. Regular maintenance of all the facilities including cleaning, washing, oil and greasing repair, replacement of worn out/damaged part of pumping machinery. Pipeline, 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, pipeline, 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 kind 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. Maintenance of site development components including boundary walls and approach road need to be done. 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, equipment, 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. The details of water supply infrastructure is provided in Table 3 of section 6 of this tender document.

Local Currency

Foreign currency 1 [if any]

Description of Work / Item(s)

Amount

Fixed Price

Guaranteed Maximum Energy Consumption Rate for the facility in kWh per unit of production

Nominal Average Tariff in INR per kWh from the local grid (a) (*for the purpose of this entry all bidders shall quote uniform tariff rate of Electricity at a rate of INR 4.2 per kWh)

Description of Work / Item(s)

Amount

Part B: Contractor’s Electricity Payment by Employer Power consumption will include total consumption of electricity that shall be made by all the components i.e Power consumption by Pumps, WTP, Disinfectant System, Pumphouse, SCADA System, Campus lighting and any other material that requires electricity in the below mentioned schemes. All power consumption by ancillary works and accessories required to make the system fully functional shall be included in the cost of power. Nothing extra shall be paid on this account.

Annual production (forecast)

Annual electricity consumption (kWh) (Line 1 x Bidder’s Guaranteed Maximum Energy Consumption Rate in Part A)

Annual Contractor’s Electricity Payment in local currency (Line 2 x Nominal Average Tariff in Part A)

Description of Work / Item(s)

Amount

Health, Safety, Environmental (HSE) and Social requirementse

Air quality monitoring

Noise level monitoring

Surface Water monitoring

Ground Water monitoring

Consent for establishments & consent for operation from HPPCB.

Provision for tree cutting & compensatory plantation measures

Traffic management at work sites (Pavement Markings, Channelizing Devices, Arrow Panels and Warning Lights)

Civil Works (Water Sprinkling for dust suppression; Barricading; Rainwater Harvesting for water conservation etc)

Preparation of plans and protocols (traffic management plan, waste (spoils) management plan etc.

Contractors Orientation to Workers on EMP implementation & COVID-19 protocol

EMP implementation costs for EMP measures that are not part of generation construction practices, and/or not covered under 1.1 to 1.10f

Provisional Sum for STI/STD and HIV/AIDS alleviation programmeb (* It is a non competitive amount and contractor should enter the sum INR 2,00,000 without any alteration)

Percentage of item 1 for Contractor’s overhead charges and profitc (10%)

Provisional Sum for the Employer’s share of the Dispute Adjudication Boardd (* It is a non competitive amount and contractor should enter the sum INR 5,00,000 without any alteration)

NKG INFRASTRUCUTRE LIMITED

NKG INFRASTRUCUTRE LIMITED

NKG INFRASTRUCUTRE LIMITED

NKG INFRASTRUCUTRE LIMITED

NKG INFRASTRUCUTRE LIMITED

NKG INFRASTRUCUTRE LIMITED

NKG INFRASTRUCUTRE LIMITED

NKG INFRASTRUCUTRE LIMITED

NKG INFRASTRUCUTRE LIMITED

NKG INFRASTRUCUTRE LIMITED