Augmentation and Extension of Water Supply Scheme in Problematic18 ward (Cluster -2, 2 wards namely Prahladghat and Kritiwasheshwar out of 18 ward)of Nagar Nigam Varanasi in District Varanasi of Uttar Pradesh

Civil Work

OVERHEAD TANKS

Investigate the soil bearing capacity by only nationalised institute and If net safe allowable bearing capacity is found to be equivalent or more than 8 t/m2, the design of OHT will be based on 8 t/m2 capacity. However, in case the net safe allowable bearing capacity is found to be below 8 t/m2, then the design of OHT will be based on the actual bearing capacity. Design, Supply of all materials labour T&P etc. required for complete construction of R.C.C. Over Head Tank of following capacity and staging as specified in bid document as per direction of Engineer-in-charge. The key feature, but not limited to, pertaing to design and construction of OHT are as follows: 1. The finished floor level of OHT shall be min 0.3m above the finished ground level of the campus. 2. Soil investigation and bearing capacity. 3. Structural design and drawing confirming to IS: 456, IS: 3370, IS: 1893, IS: 875 & Other relevant IS Code. 4. Grade of concrete M30 for water retaining structure and concrete grade for other components shall not be less then M25. 5. Saprete two column based RCC stair case of width minimum 1m. 6. 1m wide R.C.C. M30 balcony, SS ladder inside the tank from top dome to bottom dome shall be made of 50x50x6 mm angle section with hand rails of 20mm SS pipes. The grade shall be SS 316. 7. Railing with 20mm dia medium class G.I.pipe (in 3 rows) on both sides of stair case, supported on 50x50x6mm M.S. angle section, spaced at intervals not more than 1.5m. 8. Proper ventilator at top dome in circular shape of 1.2 m dia.

9. Food Grade epoxy coating of FOSROC / Ciba-Geigy or reputed brand on inside surface area of water container after testing of water tightness, two coat of apex painting over one coat of primer of approved colour after finishing of RCC surface with grinder. 10. Repairs of pin holes, unevenness of all concrete surface. 11. Ultra Sonic Water level indicator fabricated with sensor connecting to automation 12. Lightening conductor as per I.S.S.2309 or its latest amendments of latest electricity rules, consisting of proper elevation rod with 5 or more fork points as prescribed in ISS 2309‐1969 and ISS 3013‐1966. 13. C.I. manhole of min 60x60cm size with locking arrangement. 14. Supply, fixing, jointing of D.I.D/F Pipes of appropriate size with D.I.D/F specials conforming to IS 8329/2000 as vertical pipes for inlet, outlet, overflow and washout with Bell Mouth as per latest / relevant I.S. specifications with all jointing materials for proper completion of work. 15. Construction of 120mm thick RCC floor in 1:1.5:3 with cement, coarse sand, approved stone grit and reinforcement t@8mm dia @250mm c/c both way over 100mm thick PCC 1:4:8. 16. Supply, fixing of D/F Sliuce Valve with D.I.D/F specials conforming to IS 8329/2000 as vertical pipes for inlet, outlet, overflow and washout as per latest / relevant I.S. specifications with all jointing materials for proper completion of work. 17. Construction of washout / overflow chamber and chambers for sluice / butter fly valves as per departmental type design and drawing. 18. Supply of 200 mm dia PVC pipe for disposal of water from washout chamber to suitable point outside the water works compound.

19.MS steel box type enclosure of at the entrance of the staircase having locking arrangements. 20.The C.I (D/F)pipe dimensions for inlet,outlet,washout,overflow will be decided as per site requirements. For bidding purpose, bearing capacity of soil shall be considered as 8t/sq.m. Working design shall be based on the SBC determined after soil investigation / 8 tonne/sqm Note :- The bid price of Over Head Tanks is to be submitted considering that the design of over head tank will be done by retired / working Associate proffessor of any IIT and it shall be vetted by a working professor also of IIT and The net safe allowable bearing capacity as 8 t/m2, keeping the minimum foundation depth to be 2.5 m below existing ground level at the site of work.

Construction of R.C.C. Over Head Tank 2700 KL/29 mtr including all Materials, Labours, T & P etc. Complete. For Zone-1

Repairing of RCC Over Head Tank- 3000 KL/20 m Staging of Water Campus of Zone-2 including all materials, labour, T&P etc complete for proper completion of work as per instructions of Engineer -in -charge.

C.W.R. CUM - PUMP HOUSE

Supply of all materials, labour and T&P etc. complete for the construction of Ground RCC CWR of Different capacities & with 1.00m wide P.C.C. appron alround with 20 cm semi circular P.C.C. drain M.S. ladder with hand rails out side and inside the tank body proper ventilators at top, water level indicator, Lightening conductor as per latest I.S.I. or electricity rules, 1150mm dia medium pattern C.I. Manhole cover hinged with locking arrangement fixing and jointing vertical DID/F, pipes, specials and duck foot bents of required size for inlet, outlet fising of outlet sluice valve and wash out sluice valves with all jointing materials for proper completion and other appurtenant works including excavation in all type of soil & in rock etc. painting on exposed water proof cement paint, painting of pepes and ladder with approved anticorrosive paints also including testing of the CWR including carriage of construction materials by truck/ head load etc. upto site of work.

675 KL, For Zone 1

575 KL, For Zone 2

Repair of 187.5 KL CWR in Zone -2 including all materials, labour, T&P etc complete for proper completion of work as per instructions of Engineer -in -charge.

Rising Main

Supply of following sizes (D.I.) pipes for rising main/distribution system conforming to latest/relevant I.S. 8329/2000 Specifications with all jointing materials such as specials conforming to latest /relevant I.S. specifications, suitable for D.I pipes, as per IS-1239 /2000 and IS 8329/2000 or their latest amendment including F.O.R. destination and all taxes and insurance etc. with loading, unloading

400 mm dia D I K-9

Excavation of earth in ordinary soil (loam, clay or sand) for pipe line and rising main trenches including lift upto 1.50 m and lead upto 50 m and refilling watering, ramming of the excavated earth into the trench and also disposal of surplus earth upto 50m from the center of the trenches including supply of all material labour, T&P etc complete as per instructions of Engineer -in -charge.

Carting, laying and jointing of the following sizes of pipes into the trenches including cost of all jointing materials, labour and T&P, testing etc. complete.

400 mm dia D I K-9

Dismantling of the following type of road surface for laying of pipe line including sorting out and stacking of serviceable materials and disposal of unserviceable materias. as per instructions of Engineer -in -charge.

Interlocking Road

Permanent re-instatement of the following ty pe of road surface after laying of pipeline including supply of all materials, labour, T&P etc. required for completion of work. it also includes necessary excavation required for preparation of trench for reinstatement of road, disposal of surplus unserviceable material, watering, ramming, cleaning surface for proper completion of the work as per directions of Engineer ‐in ‐charge.

Interlocking Road

Sluice Valve PN 1.0 dia 400mm ( By Pass Arrangement)

Sluice valve chamber (Massonary Type)

Design and construct Thrust Block made in R.C.C. with cement coarse sand & 20 mm gauge stone ballast in proportion of 1:1.5:3 for pipe line including supply of MS reinforcement wrought to required shape as necessary its bending fixing & binding the same with 0.50 mm thick binding wire in position & necessary centering & shuttering including curing and supply of all materials labour T & P etc. required for proper completion of the work and as per specifications for RCC work as per instructions of Engineer -in -charge.

Supply of MS reinforcement wrought to required shape as necessary its bending, fixing & binding the same with 0.50mm thick binding wire.

Distribution System

Supply of following sizes (pipes for rising main/distribution system conforming to latest/relevant I.S. 8329/2000 Specifications conforming to latest /relevant I.S. specifications, suitable for D.I pipes and I.S. 4984/2016 Specifications conforming to latest /relevant I.S. specifications, suitable for HDPE pipes including F.O.R. destination and all taxes and insurance etc. with loading, unloading but excluding the cost of trenches).all complete as per instructions of Engineer -in - charge.

110 mm dia HDPE PN-6 PE-100

140 mm dia HDPE PN-6 PE-100

160 mm dia HDPE PN-6 PE-100

200 mm dia DI K-7

250 mm dia DI K-7

300 mm dia DI K-7

350 mm dia DI K-7

400 mm dia DI K-7

450 mm dia DI K-7

500 mm dia DI K-7

Supply, carting laying and jointing with fixing in proper position of the following sizes of C.I. Double flanged sluice valves and tail peace as per I.S. 780/1969 class-1 working pressure 10kg/sqcm F.O.R destination including lowering, fixing in position and jointing then with pipe line etc comlete including all jointing material and specials of following sizes.

Supply of 80 mm dia C.I. Double flanged scour valves as per I.S. 780 class-1 working pressure 10 kg/Sqcm F.O.R Destination including lowering them into already Prepared trenches and fixing them In position including supply of Jointing materials such as bolt nut, Rubber insertion white lead complete with including values and specials, testing etc. complete

Supply of 50 mm dia screwed down type air valve with gun metal seat at site stone including lowering them into already prepared trenches and fixing them In position including supply of Jointing materials such as bolt nut, Rubber insertion white lead complete with including values and specials Required, testing etc. complete

Supply of underground sluice valves type fire hydrant consisting of 80 mm dia tail pieces, 80 mm dia duck foot band and 63 mm dia standard make iron coupling with cap and chain etc. complete to ISS 909 at site including lowering them into already prepared trenches and fixing them In position including supply of Jointing materials such as bolt nut, Rubber insertion white lead complete with including values and specials, testing etc. complete.

Excavation of earth in ordinary soil (loam, clay or sand) for pipe line and rising main trenches including lift upto 1.50 m and lead upto 50 m and refilling watering, ramming of the excavated earth into the trench and also disposal of surplus earth upto 50m from the center of the trenches including supply of all material labour, T&P etc complete as per instructions of Engineer -in -charge.

Carting from (up to 8 Km) the following sizes of ISI marked DI pipes and specials to the site of working lowering them into trenches and laying true to alignment and gradient including testing of pipe line excluding cutting of pipes etc. for, making of lengths and making of joints.

110 mm dia HDPE PN-6 PE-100

140 mm dia HDPE PN-6 PE-100

160 mm dia HDPE PN-6 PE-100

200 mm dia DI K-7

250 mm dia DI K-7

300 mm dia DI K-7

350 mm dia DI K-7

400 mm dia DI K-7

450 mm dia DI K-7

500 mm dia DI K-7

Provision for following types of Culvert crossing along the alignment of pipe line complete as per instructions of Engineer -in -charge. (casing of pipe is done by concreting)

Crossing of Culvert for laying pipe line including supply and materials labour, T&P etc. complete.

Crossing of Nala/drain for laying pipe line including supply and materials labour, T&P etc. complete.

Supply of MS pipe (As per IS:3589 made from steel confirming to IS:2062), with anti corrosive treatment with P.U. coating and Installation of product pipe by HDD method including preparing and setting up the plants and equipement, preparing new pipe work material, installation new pipe-work and commissioning system or making the system ready for commissioning by HDD operation including, all related civil and mechanical works like excavation, shoring/strutting, etc. drilling, stringing, reaming, and pulling back the new pip-work on the designed bore path alignment, proper disposal of drilling fluid, and back fill of site after completion all inclusive as per IndSTT:101:2018: Code of prectice of HDD Technique Suiting Indian Conditions.

200 mm dia pipe, 6mm Pipe Wall Thickness

250 mm dia pipe, 6mm Pipe Wall Thickness

300 mm dia pipe, 6mm Pipe Wall Thickness

350 mm dia pipe, 6mm Pipe Wall Thickness

400 mm dia pipe, 6mm Pipe Wall Thickness

450mm dia pipe, 8mm Pipe Wall Thickness

Dismantling of the following type of road surface for laying of pipe line including sorting out and stacking of serviceable materials and disposal of unserviceable materias upto a distance of 50 m. as per instructions of Engineer -in -charge.

B.O.E. surface

Bituminous surface

Interlocking Road

C.C. Road

Reinstatement of the following type of road surface with old and new materials including supply of all materials labour T&P etc. required for proper completion of the work as per instructions of Engineer -in -charge.

B.O.E. surface

Bituminous surface

Interlocking Road

C.C. Road

Making new House Connection with 20 mm hdpe pipe up to 5m in length in 90-600 mm dia of DI / HDPE Distribution main including Dismentling of Road, excavation of earth, supply, carting of e-fusion specials, lowering them into trenches, fixing them including bailing out water necessary excavation for connection, G.I. pipe minimum class 2 m, E-fusion clamp, water tap ferrule and all other material required heavy duty brass bib cock as per type design . Including all labour, T&P etc. required for proper completion of the works as per design and satisfaction of engineer in charge.

For 90mm to 110mm dia

For 125mm to 160mm dia

For 200mm to 250mm dia

For 300mm dia

For 350mm to 600mm dia

Shifting of house connections from old distribution main to new distribution main with 20 mm hdpe pipe up to 5m in length including supply of all material labour T&P etc in 90-600 mm dia line DI / HDPE Distribution main including Dismentling of Road, excavation of earth, supply, carting of e-fusion specials, lowering them into trenches, fixing them including bailing out water necessary excavation for connection, G.I. pipe minimum class 1m, E-fusion clamp, water tap ferrule and all other material required heavy duty brass bib cock as per type design . Including all labour, T&P etc. required for proper completion of the works as per design and satisfaction of engineer in charge.

For 90mm to 110mm dia

For 125mm to 160mm dia

For 200mm to 250mm dia

For 300mm dia

For 350mm to 600mm dia

Construction of following type chambers as per department type design and drawing including Heavy duty M.S. Manhole Cover and all materials, labour, T&P etc complete for proper completion of work as per instructions of Engineer -in -charge.

Sluice valve chamber (masonry Type) - dia above 150 mm - 1000 (L) x 1200 (W) x 1300 (H) mm as per departmental drawing

Sluice valve chamber (surface box Type) - dia upto 125 mm as per departmental drawing

Fire Hydrant chamber (750 (L) X 450 (W) X 1000 (H) mm) as per departmental drawing

Air Valve Chamber 350 (L) x 350 (W) x 500 (H) mm as per departmental drawing

Scour Valve Chamber dia upto 200 mm - 1000 (L) x 1200 (W) x 1300 (H) mm as per departmental drawing

Design and construct Thrust Block made in R.C.C. with cement coarse sand & 20 mm gauge stone ballast in proportion of 1:1.5:3 for pipe line including supply of MS reinforcement wrought to required shape as necessary its bending fixing & binding the same with 0.50 mm thick binding wire in position & necessary centering & shuttering including curing and supply of all materials labour T & P etc. required for proper completion of the work and as per specifications for RCC work as per instructions of Engineer -in -charg

Supply of MS reinforcement wrought to required shape as necessary its bending, fixing & binding the same with 0.50mm thick binding wire.

Construction of H.T. Panel and L.T. Panel Room in the RCC framed structure including all the associated works

H.T. Panel Room

L.T. Panel Room

Construction of Booster Pump house room sizes 6m x5m in the RCC framed structure including all the associated works

Construction of Boundary Wall, Gate and Approach road as per type design of upjn

Construction of 1.80 m high and 115mm thick boundary wall with 230 mmx230 mm thick pillar made in Brick masonry in 1 cement and 4 sand mortar, the spacing between two pillar should not be more than 3.0 m c/c and the depth of foundation should not be less than 0.60m, at the site of water works as per departmental type design and drawing, and, as per specifications given in the bid document including supply of all materials, labour T&P etc.for proper completion of work as per instructions of Engineer -in -charge.

Repairing of boundry wall as per departmental type design at water works including supply of all materials, labour T&P etc. complition of work.

Supply and fixing of 3.6 m x 1.20 m MS gate along with Fixing 1.2 m for water work including fabrication and supply of steel and construction of bounary wall pillars of size 1.35mx0.23mx0.23m with ornamental brick work 115mm th. around RCC, as per departmental type design and drawing (Drawing No. D-1) and as per specifications laid down in the bid document, including supply of all material, labour,T&P etc.required for proper completion of work as per instructions of Engineer-in-charge.

Construction of Coloured Interlocking road with for approach kerb stones on side for water works, as per departmental type design and drawing and as per specifications laid down in the bid document, including supply of all materials , labour, T&P etc.required for proper completion of work as per instructions of Engineer -in -charge.

Earth filling work for proper leveling of water work site, in accordance with the contour map and Grid map of existing site enclosed, including leveling, dressing, excavation and filling of earth where necessary and also including all labour, materials, T&P etc.required for proper completion of works and also including carriage of earth from within a distance of about 8 km. from the site of works as per instructions of Engineer -in -charge.

Supply of all material labour T&P etc required for Construction of Cemicurcular 250 mm dia drain along boundry wall as per instructions of Engineer -in -charge.

Provision for arboroculture of water works compound including green grass, show tree etc.

Provide of all material labour, T&P etc and Construt of two room staff quarter/ office room at water works site identified by the Engineer -in-charge as per department type design and rawing and specifications of civil work laid down in the bid document, including all material, labour, T&P etc complete for proper completion of work as per instruction of Engineer-in-charge

Provide all materials labour and T&P etc required for proper completion of Construction of ground water recharge mechanism

E/M Work

CWR pumping plant in Zone-1 -60HP (2 W+1 S)

Supply of VT Clear water pump (as per civil structure) and appurtenant / related accessories ,etc complete. to lift 3850 LPM discharge 44m head complete with column Pipe of size 250mm, Suitable length , for (2W+1S) pumping plant as per tender document specification and direction of EIC

Flange Mounted Solid Shaft Motor, 1475/985 RPM(preferable 985 rpm) , LT Type of motor with arrangement suitable to operate on 415 volt, 3 Phase 50 HZ AC supply.

Main Piping accessories & Valves with Actuator

Delivery Size of 250mm and Common Header of 350 mm size (approx wt in Kg)

Kirloskar/IVC make sluice Valve 250 mm dia with actuator having specification confirming (as per IS 1446-2000)

Kirloskar/IVC make 250 mm dia Reflax Valve confirming to IS - 5312 part -1)

Kirloskar/IVC make sluice Valve 350 mm dia with actuator having specification confirming (as per IS 14446-2000) for common header and bypass side

Kirloskar/IVC make 350 mm dia Reflex Valve confirming to IS - 5312 part -1)

Tee of size 250x350 mm dia.

M.S.distance piece of 250 mm dia 1.0 M. long (as per requirement)

M.S. Enlarger/Reducer of suitable size as per site requirement.

Supply of 3 Ton Capacity Gantry Crane Having 10 Metre lift, suitable span as per CWR size with girder & Mono Rail Trolley, Chain pulley Block all electrically operated.

SITC of Electromagnetic Flowmeter 350 mm Diameter

350 mm dia C.I/D.I. dismantling joint PN 1.6

2 HP Dewatering Pump with complete piping

Internal Electrification and Campus Lighting

SITC of 2 KW Solar Power Plant for Internal & external Lighting with battery power backup minimum 6 hrs

Power Wiring & Earthing material.

Rubber resistance sheet.

Erection of Pumping plant.

Commissioning & Testing of pumping plant

transportation arrangement for site supervision work up to dlp period

3 months testing and trial run without electricity

60HP (2 W+1 S) ( Zone-2)

Supply of VT Clear water pump and appurtenant / related accessories ,etc complete. to lift 4500 LPM discharge 36 m head complete with column Pipe of size 250mm, Suitable length , (2W+1S) pumping plant

Flange Mounted Solid Shaft Motor, 1475/985 RPM(preferable 985 rpm) , LT Type of motor with arrangement suitable to operate on 415 volt, 3 Phase 50 HZ AC supply.

Main Piping accessories & Valves with Actuator

Delivery Size of 250mm and Common Header of 350 mm size (approx wt in Kg)

Kirloskar/IVC make sluice Valve 250 mm dia with actuator having specification confirming (as per IS 1446-2000)

Kirloskar/IVC make 250 mm dia Reflax Valve confirming to IS - 5312 part -1)

Kirloskar/IVC make sluice Valve 350 mm dia with actuator having specification confirming (as per IS 14446-2000) for common header and bypass side

Kirloskar/IVC make 350 mm dia Reflex Valve confirming to IS - 5312 part -1)

Tee of size 250x350 mm dia.

M.S.distance piece of 250 mm dia 1.0 M. long (as per requirement)

M.S. Enlarger/Reducer of suitable size as per site requirement.

Supply of 3 Ton Capacity Gantry Crane Having 10 Metre lift, suitable span as per CWR size with girder & Mono Rail Trolley, Chain pulley Block all electrically operated.

Electromagnetic Flowmeter 350 mm Diameter

350 mm dia C.I/D.I. dismantling joint PN 1.6

2 HP Dewatering Pump with complete piping

Internal Electrification and Campus Lighting

SITC of 2 KW Solar Power Plant for Internal & external Lighting with battery power backup minimum 6 hrs

Power Wiring & Earthing material.

Rubber resistance sheet.

Erection of Pumping plant.

Commissioning & Testing of pumping plant

MCC PANEL SUB STATION FOR ZONE-1&2

M.C.C Pannel

2mm thick CRCA sheet fabricated factory wired dust, damp and vermin proof metal clad cubical and floor mounted single row type control panel for system voltage 400+10%, 50 Hz, comprising of following items

Incoming/Outgoing panels

L.T. control panel having 1 Nos. incoming having 400 amp 4P ,microprocessor based MCCB & outgoing Panels (3 No.) 200 amp MCCB, 03 Nos 125 Amp MCCB & 01 Nos 63 Amp MCCB & 03 No.32Amp mccb for aux light & suitable to operated on 400 ± 6 % volt , 3 Phase , 50 Hz, AC supply ,with HMI, C.Ts,P.T AVF Meter,KWH meter P.F Meter, Bus Bar chamber, Relays and other Protective Devices Complete in all Respects. Control panel is also suitable to meet the basic requirements of motor protection such as No volt and under voltage protection and thermal over load protection. Panel will be connected with PLC/RTU.as per technical specification & EIC

APFC panel with suitable capacity of capacitor bank having suitable MCCB and Discharge system with all necessary relays,instruments & wiring etc. Complete.

60 HP soft Starter Panel

Supplying and laying of Power cable of 25 sq. mm size of 440 Volt grade 3.5 core armoured XLPE sheathed Cu conductor from LT Panel to Motor JB.

Earthing of electrical equipments as per IS/ IER for LT panel,PP,etc

Supply of 5 kg Capacity Dry Powder/ABC type fire extinguisher.

12/20 mm. thick rubber electric resistance rubber sheet as per ISS.

Exhaust fans of suitable sweep/capacity

Commissioning of pp plant and related equipments

testing work at site & works

SUB STATION FOR BOTH CWR

HT Panel Providing with11 kV system 800 Amp 25 Ka Vacuum Circuit Breaker panel Indoor type including CT of required ratio for metering and protection including 3 O/C and E/F relay and high speed trip relay.

500 KVA 11/0.440 kv LT Transformer

Lt panel for sub station with 2 incoming and 2 outgoing for MCC panel mentioned in technical specification as per tender document

Supplying and laying of Power cable of 120 sq mm/suitable size of 11 kv Volt grade 3 core armoured XLPE sheathed Al conductor from UPPCL metering panel to HT Panel(250 mtrx2 Run)

Supply and making end termination/joints of the above cable

Supplying and laying of Power cable of 300sq. mm x 2R size of 440 Volt grade 3 core armoured XLPE sheathed HT Al conductor for HT panel to Transformer(2 Round x200 mtr)for 2 Nos transformer

Supply and making end termination of the above cable

Earthing of electrical equipments as per IS/ IER

Proper fencing of sub-station portion as per IE Rules of size 5 mmx 50mmx 50 mm ms angle with 5 mm thick ms. wire mesh

construction of foundation for the transformer as per site requirement & misselaneous civil works 1 mtr above ground level

Charges of Electrical safety clearance.

Supply of 5 kg Capacity Dry Powder/ABC type fire extinguisher.

12/20 mm. thick rubber electric resistance rubber sheet as per ISS.

Erection H.T./L.T. panels, transformers, laying of cables & filling H.T., L.T. Cable end boxes as detailed above.

Exhaust fans of suitable sweep/capacity of size 24 inch with loovers

Commissioning and testing including type test of the sub station equipment including first filling and centrifuging of oil in the installed equipment wherever necessary.

ms. chaqer plates for covering of trenches

FOR SCADA WORK

CE/UL certified local conrol room PLC/RTU with redundant CPU& power supply in IP 54 enclouser to communiate with gsm based modem unit with redundant cpu & power supply with analog and digital parameter and features as per spec mentioned in technical bid documents.

GSM based wireless/Broadband/Equivalent communication system for PLC capable to transfer & receive data & gather data form remote sites to control station,All accessories include signal enhancer antenna along with running expences till DLP.

Intelligent energy meter

Smart Pressure transmitter

Auto phase reversal unit/Automatic transfer switch with inbuilt time delay and enclosure (Conforming to IEC 60947-1 & IEC 60947-6-1) of suitable for 250 Amp. rating

Cabling

Security survelliance IP camera

Radar type level transmitter with RTU communication

Control Panel with IP 65 protection, industrial grade 24 V power supply and other required items

Surge protector for all AC control supplies to all the equipment

CE & BIS approved H.P or equvalent computer with latest configuration i- 7 processor, 1TB - HDD , 8 GB RAM , DVD , Minimum 32" LED LG/Samsung or equivalent , mouse & key board, UPS & other Required item:

7" HMI touchscreen suitable to communicate with PLC/RTU, for local display & control of process parameters

Installation, testing and commissioning

double Earthing work of all equipments of pumping plant and scada system

SITC of UPS of suitable capacity (5 KVA) With minimum 3 Hrs complete battery backup l

For 450 mm dia & 400 mm dia OHT outlet AT ZONE-1

SITC OF CE/UL certifeid Radar Type level sensor with transmitter for OHT

SITC OF sluice valve with Actuator of 450 mm dia size for OHT ,throtlled at any position at any instant, inbuilt with positioning card and panel

SITC of CE/UL certifeid Electromagnetic Flowmeters for OHT.size 450 mm

450 mm dia C.I. dismantling joint PN 1.0

SITC OF sluice valve with Actuator of 400 mm dia size for OHT ,throtlled at any position at any instant, inbuilt with positioning card and panel

SITC of CE/UL certifeid Electromagnetic Flowmeters for OHT.size 450 mm

400 mm dia C.I. dismantling joint PN 1.0

SITC of UPS of suitable capacity (5 KVA) for operation actuators installed at outlet line, in case of power failure at the time of distribution water supply with cabinet,With minimum 3 Hrs complete battery backup

Complete wiring, cabling, earthing & arrangement of power and communication with PLC if power and PLC is not nearby and arrangement of protection for these intruments/equipments- complete in all respect

For 500 mm dia OHT outlet AT ZONE-2

SITC OF CE/UL certifeid Radar Type level sensor with transmitter for OHT

SITC OF sluice valve with Actuator of 500 mm dia size for OHT ,throtlled at any position at any instant, inbuilt with positioning card and panel

SITC of CE/UL certifeid Electromagnetic Flowmeters for OHT.size 500 mm

500 mm dia C.I. dismantling joint PN 1.0

SITC of UPS of suitable capacity (5 KVA) for operation actuators installed at outlet line, in case of power failure at the time of distribution water supply with cabinet,With minimum 3 Hrs complete battery backup

Complete wiring, cabling, earthing & arrangement of power and communication with PLC if power and PLC is not nearby and arrangement of protection for these intruments/equipments- complete in all respect

Booster pumping plant for zone-2

supply of 70 LPS,10 mtr head booster pump set (4W+2S),with suction strainer,single stage with 4 Pole,7 kw LT moter IP68 protected,2900 rpm,VFD operated moter complete in all respect

VFD control panel of Suitable capacity for 7 KW motor pump-set

Providing, lowering, laying, aligning, fixing in position jointing in pipeline of 300 mm dia D/F DI solenoid operated diaphragm type (Flow Control Valve) PN 1.6 class valve, in main line ,inlet/outlet of lines as per site requirements.suitable for SCADA compatibility complete including all material, labour, testing and commissioning as per EIC

main piping,reducer /enlarger, tee ,bend and all other accessories for fitting of pumping plant and related items complete

pressure transmitter

integration of booster pp and panel with scada panel and software ,proggramming work etc to run pp in auto mode

sitc of main switch,complete cabling work including 3 phase power supply from pump house to booster pumping planr

Local Control Station

CE/UL certified local conrol room PLC with redundant CPU& power supply at LCS in IP 54 enclouser as per spec mentioned in technical bid documents.

Full development version of required TAGS SCADA Software with coustomization of software for LCS as per spec mentioned in tachnical bid documents.

CE / UL Certified industrial grade 65" LED MONITOR with latest configuration as per technical specification.

Internet connection with Static IP

Desktop/PC with i5/i7 processor for as per spec mentioned in tachnical bid documents.

CE/UL Certified 3 KVA UPS with batteries as per spec mentioned in tachnical bid documents.

GSM based wireless/Broadband/Equivalent communication system for PLC capable to transfer & receive data & gather data form remote sites to control station,All accessories include signal enhancer antenna along with running expences till DLP.

Mobile App facility system architecture ( Industria internet based & viewed through mobile apps for increased local & remote visibility)

CE/UL certified Firewall for network protection.

Surge protector for Ethernet communication protection.

Industrial grade Ethernet Switch.

Canon/hp Laser printer1018 or equivalent

Installation,Commissioning ,testing including required furniture as 2 Tables, 10 Chair, Control Desk & other necessary Furniture items for LCS room internal wiring,PVC panelling of walls/false ceiling work etc.

Model of Water Supply Scheme for Presentation with table top

SITC of 2 KW Solar Power Plant for Internal & external Lighting at pump house with 6 hrs battery backup

Split AC suitable for the control room 1.5 tonnes 5 star

Security Survelliance IP Camera with required hard drive to store data of atleast 15 Days

Cost of Three Months Trial and Run (Without electricity) inluding all consumption

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