Augmentation and Extension of Chakiya Nagar Panchayat Water Supply Scheme

Civil Work

RISING MAIN AND DISTRIBUTION SYSTEM

Supply, Carting, lowering, laying of following dia of HDPE Pipe (PN-6)/PE-100/DI K-7/9 of following dia and requisite specials to site of work, lowering them into trenches, laying true to alignment and gradient, in proper position, cutting of pipes, making of joints including cost of jointing materials and rubber rings, labour, T&P, including hydraulic testing etc. complete as directed by Engineer-in-charge. It includes provision of making of alignment on city roads, making trial pits to investigates location of various under ground services like telephone cables, electric cable, existing pipe lines and sewer lines etc. arrangements for diversion of traffic and associated works etc. with supply of all necessary equipments, materials, labour and T&P etc. complete required for completion of work. The trenches shall be properly barricaded and fenced off wherever necessary. Red flags and caution boards during day and red lights during night shall be displayed so as to avoid any accidents. Note: Jointing between HDPE pipes and specials shall be done as per the latest IS: 7634 part II. Only Bar coded electro-fusion machine (Automatically Readable) that can read the bar code of the fittings automatically shall be used for jointing of HDPE pipe / fittings. including all jointing material and specials of following sizes.

90 mm dia HDPE PN-6 PE-100

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

150 mm dia DI K-9

250 mm dia DI K-9

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 including supply of all material labour, T&P etc complete as per instructions of Engineer -in -charge.

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.

B.O.E. surface

Bituminous surface

Interlocking Road

C.C. Road

Stone Patiya

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.

B.O.E. surface (15 Cm. sand with first class brick 50% New and 50% Old)

Bituminous surface (20cm sand, 20cm GSB, 20cm WMM, 5 cm to 8 cm DBM, 3cm to 4 cm B.C.) payment made upto WMM- 50%, DBM- 30% and BC with testing in NABL aprooved lab/PWD- 20%

Interlocking Road (existing usable Interlocking bricks M-30 grade, on 20cm local sand & 10cm TH. PCC 1:6:12). Incl. Entire surface Spreading 3 cm local sand for paste of brick & joint filling

C.C. Road in M25 grade, minimum thickness 15cm on 20cm th. sand & 15 .cm th. PCC (M15) filling base & 10 cm GSB

Stone Patiya (existing usable Stone Patia, on 20cm local sand & 10cm TH. PCC 1:6:12). Incl. Entire surface Spreading 3 cm local sand for paste of brick & joint filling

Provision for Crossing of Culvert for laying pipe line including supply and materials labour, T&P etc. complete as per instructions of Engineer -in -charge. (casing of pipe is done by concreting) (Above 1.50m width)

Provision for Crossing of Nala/drain for laying pipe line including supply and materials labour, T&P etc. complete as per instructions of Engineer -in -charge. (casing of pipe is done by concreting) (0 to 1.5m width)

Crossing of road through trenchless technology including installation of product pipe by Auger Boring Method including making of entry and exit pits upto 3m depth, all related civil works like execavation, horing/srutting etc. shielded execavation through auger boring process, lowering of pipe segments in the jacking pits, laying and jointing of product pipeline through jacking process from the jacking pit and after project completion as per the instructions of the Engineer-in-charge all complete except the cost of the pipe.

Road Crossing through trenchless technology

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 reinstetment of road and satisfaction of engineer incharge.

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 reinstetment of road and satisfaction of engineer incharge.

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) -as per departmenta drawing no.D-4

Sluice valve chamber (surface box Type) as per departmenta drawing no D-13)

Fire Hydrant chamber (750 (L) X 450 (W) X 1000 (H) mm) as per departmenta drawing no D-5) chamber

Air Valve Chamber 350 (L) x 350 (W) x 500 (H) mm as per departmenta drawing no D-6)

Scour Valve Chamber dia upto 200 mm - 1000 (L) x 1200 (W) x 1300 (H) mm as per departmenta drawing no.D-4)

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.

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.

Zone-1- 1600KL/25M Stagging

Zone-2 - 1000KL/20M Stagging

Supply of all materials, labour and T&P etc. complete for the construction of Ground RCC CWR cum pump house of following capacities & with 1.00m wide R.C.C. with minimum reinforcement 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. 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 CWR cum Pump House is to be submitted considering that the design of CWR cum pump House 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.

Zone-1 350 KL

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. (Drawing No.D-1)

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 all materials, labour, T&P etc. complete and construct Pump house size (3.60x3.0x3.0)m Chlorinating room size (1.8x2.5x3.0)m as per departmental type design and drawing (drawing no-D-2) and as per the specifications for civil work given in the bid document, including supply of all material, labour and T&P etc complete as per instructions of Engineer -in -charge.)

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 of all material labour, T&P etc and Construt of Master Control Station room at water works site identified by the Engineer -in-charge as per department type design and drawing 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 Works

Construction Of TW of 300x200 mm dia size in Zone-1 East Zone (900 lpm,4 Nos New TW)

Transportation, Erection, Dismantling of Rig Machine and its T&P

Transportation, Erection, Dismantling of Compressor 250/350 PSI

Transportation, Erection, Dismantling of 2 Cusec/ 3 Cusec O.P. Unit and Yield test

Supply of Tubewell Assembly

M.S.Tubewell assembly with all required parts like plain pipe, Slotted pipe (as required upto 50% of plain pipes) rings, well cap bail plug, clamp reducer, central guide, suport structure etc. as required & as per typed design complete in all respect.

(Note- Axial Length of Reducer without Ring shall be measured with casing pipe)

300 mm dia M.S. Pipe

200 mm dia M.S. Plain/slotted

PEA-GRAVEL (As per IS:4097)

1.65 mm to 4.50 mm size Pea gravel of Lalkuwan quarry duly screened, washed and properly stacked at site for Tubewell

Drilling of bore by rig machine As Per IS :2800(Part I & II):

Leveling and dressing of site and camp equipage, erection water arrangement, barricading of D.C./DTH rig machine at pin point Note:-As the chakia area of district chandauli is rocky so drilling machinne to get required discharge has been considered for DC/DTH rig machine

Drilling of bore by 600 mm dia bit GL to 60 mt. BGL.

Drilling of bore by 500 mm dia bit from 60 mt BGL to 100 mt. BGL.

Drilling of bore by 500 mm dia bit 100 m BGL to 160 m. BGL.

Sodium Hexametaphasphate

Lowering of tube well assembly With M.S. rings, Bail Plug, Reducer Including welding:

Lowering of 300 mm dia M.S. Housing pipe from GL to 50 m.BGL

Lowering of 200 mm dia M.S. Plain/slotted pipe 50 m. BGL to 100 m. BGL

Lowering of 200 mm dia M.S. Plain/slotted pipe 100 m. BGL to 180 m. BGL

Development of tube well by 250 PSI air compressor and 3 cusec O.P. Unit to yield sand free discharge.

Development and testing of tube well by Air Compressor.

Development and testing of tube Well O.P.Unit to yield sand free Discharge.

Chemical and Bacteriological

Test (Analysis of water sample)

Site clearance before and after construction of Tubewell.

Logging of borehole by departmental/approved electric logger

Yield and verticality test of tube well.

Other required extra works Extra Work like bakfilling of drilling machine pit and its retoration work etc

Construction Of TW of 300x150 mm dia size in Zone 2 West Zone(700 lpm,2 Nos New TW)

Transportation, Erection, Dismantling of Rig Machine and its T&P

Transportation, Erection, Dismantling of Compressor 250/350 PSI

Transportation, Erection, Dismantling of 2Cusec/ 3Cusec O.P. Unit and Yield test

Supply of Tubewell Assembly

M.S.Tubewell assembly with all required parts like plain pipe, Slotted pipe (as required upto 50% of plain pipes) rings, well cap bail plug, clamp reducer, central guide, suport structure etc. as required & as per typed design complete in all respect.

(Note- Axial Length of Reducer without Ring shall be measured with casing pipe)

300 mm dia M.S. Pipe

150 mm dia M.S. Plain/slotted

PEA-GRAVEL (As per IS:4097)

1.65 mm to 4.50 mm size Pea gravel of Lalkuwan quarry duly screened, washed and properly stacked at site for Tubewell

Drilling of bore by rig machine As Per IS :2800 (Part I & II):

Leveling and dressing of site and camp equipage, erection water arrangement, barricading of D.C./DTH rig machine at pin point Note:-As the chakia area of district chandauli is rocky so drilling machinne to get required discharge has been considered for DC/DTH rig machine

Drilling of bore by 600 mm dia bit GL to 50 mt. BGL.

Drilling of bore by 450 mm dia bit from 50 mt BGL to 100 mt. BGL.

Drilling of bore by 450 mm dia bit 100 m BGL to 150 m. BGL.

Lowering of tube well assembly With M.S. rings, Bail Plug, Reducer Including welding:

Lowering of 300 mm dia M.S. Housing pipe from GL to 50 m.BGL

Lowering of 150 mm dia M.S. Plain/slotted pipe 50 m. BGL to 100 m. BGL

Lowering of 150 mm dia M.S. Plain/slotted pipe 100 m. BGL to 30 m. BGL

Development of tube well by 250 PSI air compressor and 1 cusec O.P. Unit to yield sand free discharge.

Development and testing of tube well by Air Compressor.

Development and testing of tube Well O.P.Unit to yield sand free Discharge.

Chemical and Bacteriological

Test (Analysis of water sample)

Site clearance before and after construction of Tubewell.

Logging of borehole by departmental/approved electric logger

Yield and verticality test of tube well.

Other required extra works Extra Work like bakfilling of drilling machine pit and its retoration work etc

New pumping plant for Chakiya (East) of 900 lpm,30 mtr head,15 HP-4 Nos

SITC of Submersible pumpset having capacity 900 LPM, 30 mtr Head, 15 HP Motor with 24 mtr Column Pipe Assembly, NRV, CIDF Bend 90°, CF A/F Tee, D/F Pipe ( 1.5 m long 2 No.s and 1 m long 1 No.), Earthing, Painting, Toolset, Power wiring of pump house internal & external, Chainpulley block and all Pumping Plant accessories with nut bolts and rubber packing etc.

SITC of Soft Starter with RS485 Port-400V Class 15 kW for the above pumpset

Supply, Installation and Commissioning of automatic servo voltage Stabilizer-25 KVA(Input Voltage 230V±450V) to Output Voltage 415V± 1% As per IS 9815-1994

Additional Column Pipe 3 mtr long

Internal Electrification of pump house.

CE/UL certifeid Intelligent Smart Energy Meter

Moter Operated Actuater with Valves 150 mm size

Main Switch Incomer Panel

Actuator Panel

CE/UL Certifeid Electromagnetic Flow Meter 150 mm size

Auto Phase reversal unit with inbuilt delay and enclosure control panel etc.

CE/UL Certifeid Hydrostatic type sub soil water level transmitter for tubewell

CE/UL certifeid 3 phase Surge Protecter for control panel.

CE/UL certifeid Pressure Transmiter with local display

CE/UL Certifeid 7 hmi touch screen suitable to communication with PLC/RTU for display & control of process parameters

Complete cabling including power cables of all equipment & LT cable for TW's pumping plant connection

Control panel with IP54 protection ,industrial grade for all equipments.separate for control (24V) and power equipment

Installation, commissioning & testing for tubewell

Earthing work of all equipments of pumping plant and scada system

Automatic Chlorination System compatible to SCADA system

Pumping plant for Chakiya (West) of 700 /600 lpm,51 mtr head,15 HP-2 Nos New PP & 1 Nos Existing PP

SITC of Submersible pumpset having capacity 700 LPM, 51 mtr Head, 15 HP Motor with 24 mtr Column Pipe Assembly 150mm/100 mm size , NRV, CIDF Bend 90°, CF A/F Tee, D/F Pipe ( 1.5 m long 2 No.s and 1 m long 1 No.), Earthing, Painting, Toolset, Power wiring of pump house internal & external, Chainpulley block and all Pumping Plant accessories with nut bolts and rubber packing etc.( 2 PP for new tubewells and 1 PP for existing TW

SITC of Soft Starter with RS485 Port-400V Class 15.0 kW for the above pumpset

Supply, Installation and Commissioning of automatic servo voltage Stabilizer-25 KVA(Input Voltage 230V±450V) to Output Voltage 415V± 1% As per IS 9815-1994

Additional Column Pipe 3 mtr long

Internal Electrification of pump house.

CE/UL certifeid Intelligent Smart Energy Meter

Moter Operated Actuater with Valves 150 mm size

Main Switch Incomer Panel

Actuator Panel

CE/UL Certifeid Electromagnetic Flow Meter 150 mm/100 mm size

Auto Phase reversal unit with inbuilt delay and enclosure control panel etc.

CE/UL Certifeid Hydrostatic type sub soil water level transmitter for tubewell

CE/UL certifeid 3 phase Surge Protecter for control panel.

CE/UL certifeid Pressure Transmiter with local display

CE/UL Certifeid 7 hmi touch screen suitable to communication with PLC/RTU for display & control of process parameters

Complete cabling including power cables of all equipment & LT cable for TW's pumping plant connection

Control panel with IP54 protection ,industrial grade for all equipments.separate for control (24V) and power equipment

Installation, commissioning & testing trial for tubewell

Earthing work of all equipments of pumping plant and scada system

Automatic Chlorination System compatible to SCADA system

OHT equipments for Chakiya East

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

SITC Of valve with Actuator of 350 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 350 mm

350 mm dia C.I. dismantling joint PN 1.0

SITC of UPS of suitable capacity (3 KVA) for operation of actuators installed at outlet line with minimum 2 Hrs battery backup, in case of power failure at the time of distribution water supplywith cabinet

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

OHT Equipments for chakiya west

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

SITC OF 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 400 mm

400 mm dia C.I. dismantling joint PN 1.0

SITC of UPS of suitable capacity (3 KVA) for operation actuators installed at outlet line with minimum 2 Hrs battery backup, in case of power failure at the time of distribution water supply with cabinet

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

SCADA /AUTOMATION WORK OF PUMPING PLANT OF TWs(7 Nos) FOR CHAKIYA (EAST & WEST Zone)

CE & UL Certifeid PLC/RTU in IP 54 enclousure suitable to communicate with GSM based modem unit with CPU and power supply with analog and digital parameter and features as specifeid for tubewell to store and transmit data on GSM backbone RTU/PLC designed with logic to transfer data at multiple stations specifeid. Each PLC should have atleast 3 hrs battery backup/UPS

GSM/GPRS based wireless communication with 4G modem for RTU/PLC capable to transfer & gather data from remote site to control station all accessoreis included with signal enhancer antenna made for pumping plant internet charges as specifeid

AUTOMATION OF CWR PUMPING PLANT

CE & UL Certifeid PLC/RTU in IP 54 enclousure suitable to communicate with GSM based modem unit with CPU and power supply with analog and digital parameter and features as specifeid for tubewell to store and transmit data on GSM backbone RTU/PLC designed with logic to transfer data at multiple stations specifeid.also PLC should have atleast 3 hrs battery backup/UPS

GSM/GPRS based wireless communication with 4G modem for RTU/PLC capable to transfer & gather data from remote site to control station all accessoreis included with signal enhancer antenna made for pumping plant internet charges as specifeid

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

Complete cabling including power cables of all equipment.

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 local control station hardware 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

CWR pumping Plant Works

Supply,installation ,testing and commissioning of VT Clear water pump (as per civil structure) and appurtenant / related accessories ,etc complete. to lift 1800 LPM discharge 40 m head,30 HP complete with column Pipe of size 150mm, Suitable length , Delivery Size of 150mm and Common Header of 250 mm size.(2W+1S)

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 & Valves with Actuator

Kirloskar/IVC make sluice Valve 150 mm dia with actuator having specification confirming (as per IS 1446-2000)

Kirloskar/IVC make 150 mm dia Reflax Valve confirming to IS - 5312 part -1)

Kirloskar/IVC make sluice Valve 250 mm dia with actuator having specification confirming (as per IS 14446-2000) for common header.

Kirloskar/IVC make 150 mm dia Reflax Valve confirming to IS - 5312 part -1)

D/F 90º Bend of size 150 mm dia.

Tee of size 150x250x150 mm dia.

M.S.distance piece of 150 mm dia 1.0 M. long 2 Nos and 1.5 M. long 1 No.

M.S. Enlarger/Reducer of suitable size.

Supply of 3 Ton Capacity Gantry Crane Having 10 Metre lift, suitable span as per CWR size with girder & EOT, movable in 3 dimensional as per technical specification & EIC

SITC of Electromagnetic Flowmeter 250 mm Diameter

250 mm dia C.I. dismantling joint PN 1.0

3 HP Dewatering Pump with complete piping

Internal & external Electrification work and Campus Lighting as per EIC

120 Sq. mm , 3.5 Core/suitable size , Armoured , XLPE insulated ,PVC Sheethed cable with Aluminium Conductor , cables conforming to IS : 7098 Part-2 /1988

Power Wiring & Earthing material.

Rubber resistance sheet.

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

Erection of Pumping plant.

Commissioning & Testing of pumping plant

11/.440 KV Sub Station Works For CWR PP

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 3 Nos. incoming having 630 amp ACB draw out type & outgoing Panels (3 No.) 100 amp MCCB for pumps, 03 Nos 63 Amp MCCB for aux light & suitable to operated on 400 ± 6 % volt , 3 Phase , 50 Hz, AC supply ,with 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.

SITC of 11 KV HT Panel with 1 incoming & 2 outgoing

30 HP VFD Starter Panel of Suitable Capacity

125 KVA LT Transformer

Supplying and laying of Power cable of suitable size of 11000 Volt grade 3 core armoured XLPE sheathed conductor from Main HT Panel to Transformer.

Supply and making end termination/joints of the above cable

Supplying and laying of Power cable of 150 sq. mm size/suitable size of 440 Volt grade 3 core armoured XLPE sheathed Al conductor from UPPCL metering panel to vcb

Supply and making end termination of the above cable

Supplying and laying of Power cable of suitable size of 440 Volt grade 3.5 core copper conductor from LT Panel to Motor JB.

Earthing of electrical equipments as per IS/ IER

Proper fencing of sub-station portion as per IE Rules

Charges of Electrical safety clearance.

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

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

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.

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.

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 technical bid documents & EIC

CE/UL Certified 3 KVA UPS with batteries with minimum 5 Hrs battery backup 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.

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

CE/UL certified Firewall for network protection.

3 phase Surge protector for Ethernet communication protection.

Industrial grade Ethernet Switch.

Canon/hp Laser printer1018 or equivalent

Installation,Commissioning ,testing including required furniture as 1 moduler table, 1 Tables for PC, 10 moduler 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

Split AC suitable for the control room 1.5 tonnes

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

3 Month Trial & Run (including chlorination & operator charges for all 7 Nos PP & CWR PP in each zone)

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