Chaukhutiya Pumping Water Supply Scheme AMRUT 2 Programme

Amount

Survey, design, drawing, testing of bearing capacity, hydraulogical, geological survey and construction of water tight circular R.C.C. Dry Intake well cum pump house to withstand safely the river current / discharge, seismic/wind or all other natural effects and suitable for taking approximate 1275 LPM raw water discharge, including supply of all material, labour, T&P etc. required for proper completion of work. Inner diameter of well shall be 7.0 metre. Height of well is approximately 17.0 metre (upto Deck Slab) with pump house above deck slab made up of brick masonry 4.00 m height on top of well and depth of foundation below G. L. is liable to change according to geo-investigation, structural design and site conditions. Height of pump house will be 4.00 m (including space required for Motors, HT Pannels etc.). Atleast three (03) inlets (on different levels/heights) with a common header should be installed at/above intake floor with stainer (outside) to tap river water, pipe arrangement for drazzing pump, M.S. girder 350 mm , sluice valves as required, 1.20 metre wide balcony all arround the well shaft above HFL, doors and windows, pump foundations, painting, distempering and snowsem all inside and outside of well, four layer M.S. railing should be on aproach bridge/balcony and there should be 1.0 metre wide spiral MS Iron stair with hand rail from pump house floor to bottom of intake. The rates should be inclusive of river diversion, all excavation required for well and bridge and dewatering etc. For any increase/decrease in these heights/lengths, rates are shouted below.) including all labour material T&P or as directed by Engineer in Charge.

Construction of RCC approach bridge of 2.5 m wide and 15 m long to reach over the well with proper bearing plates, proper abutment & 03 row MS/GI pipe railing on each side including supply of all materials, labour, T&P etc. required for proper completion of work

Survey, hydraullic/structural design, drawing, testing of soil bearing capacity, site development, approach road, and construction of water tight R.C.C. 2.30 MLD Capacity rapid gravity treatment plant consisting of Inlet chamber, Pre sedimentation tank (tube settler), mixing unit, floculation unit, chemical house, laboratory, hopper bottom settling tanks (tube setler), rapid sand filter of four equal units 1.15 MLD each with alum doser , bleaching or chlorine mixing doser & back wash arrangements, Operation platform, clear water chamber, approved filter media, 0.60 M wide appron, gate/sluice valves and their chambers, discharge measurement at inlet and outlet unit,and all other appurtenent works. Including supply and fixing pipe for proper drainage arrangement upto out side the WTP campus, MSERW pipes for connecting the units, electrification and lighting arrangement inside and outside of operating platform and filter, tiles flooring, double doors and windows in operating room, painting, distempering and snowsem all inside and outside of WTP, three layer M.S. railing should be on stairs, filter all as required or as directed by Engineer in Charge. Including supply of all material, labour, T&P etc. required for proper completion and functioning of WTP.

Confirmatory survey , design, Supply, Carting laying and jointing with welding following sizesMSERW pipe at site of work. (The contractor have to survey the site, take levels with total station, measure the length of pipe with metallic tape on prescribed alignment and submit the design of rising main for checking of thickness of pipe before ordering for supply of pipe). On completion of work the laid length of pipe will be deemed eligible for supply. The respective amount for quantity of surplus supply of pipes (which remained unlaid or unutilized) will be deducted from final bill and surplus quantity of pipes will be the property of contractor.)

From Intake Well to MPS- 200 mm dia 4.0 mm Thickness

From MPS to Top CWR-I- 200 mm dia 4.8 mm Thickness

From MPS to Top CWR-II- 125 mm dia 4.0 mm Thickness

Providing of all materials, Carting upto site of work, Laying & jointing of GI (M) screwed pipes with specials (including supply of all jointing materials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc complete.

32 mm dia

40 mm dia

50 mm dia

65 mm dia

Providing of all materials, Carting upto site of work, Lowering into trenches with true to alignment, Laying of following GI (med) plain ended pipe, Jointing by electric welding process with proper grade of electrodes suitable for jointing of water supply pipe lines (Ador, L&T or equivalent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete.

80 mm dia

100 mm dia

125 mm dia

150 mm dia

Excavation of earth for pipeline in following strata lift upto 1.5 m lead upto 30 m including refilling, watering, ramming of excavated earth into the trenches and removal of surplus earth upto a distance of 60 m from trenches including supply of labour, T&P etc all complete.

Soil mixed with Bolder (SMB)

Medium Rock (MR)

Supply of all materials, labour and T & P etc. and construction of R.C.C. Sump / Clear Water Reservoir of following Capacity in K.L. as per design and drawing including fixing of pipes and fittings including cartage of materials etc. complete

At MPS- 200 KL

Top CWR-I (Ganai)- 600 KL

Top CWR-II (Chandikhet)- 350 KL

At Dudhaliya- 20 KL

Supply & fixing of following sizes of Sluice Valves/ Reflux VAlves/ Air valves including carting the same up to side of work and fixing the same in water supply lines including cost of valves, specials, labour and T&P complete in all respect.

Sluice Valve (P.N. 1.6)- 200 mm dia

Sluice Valve (P.N. 1.6)- 125 mm dia

Reflux Valve (P.N. 1.6)- 200 mm dia

Reflux Valve (P.N. 1.6)- 125 mm dia

C.I. Air valve (Double Acting)- 80mm

Painting of MSERW Pipes with 2 coats of approved quality. (Anti-Corrosive paint over one coat of Primer) inside & outside i/c supply of all material, labour, T&P etc complete.

Constructing masonry Chamber 120x120x100 cm inside, in cement mortar 1:4 (1 cement : 4 coarse sand) for Sluice Valve/ Reflux Valve/ Air valve, with RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design.

SITC of ACTARIS Bulk Water Meters model Woltex Class B magnetically coupled pre equipped for remote reading

200 mm dia

125 mm dia

80 mm dia

Providing, Inserting and fixing of following C.I.D/F Sluice Valves Confirming to IS: 14846-2000 ( Kirloskar or equivalent) (PN 1.0)

80 mm dia

100 mm dia

125 mm dia

150 mm dia

Providing, Inserting and fixing of following GM/ Brass Wheel Valves/ Gate Valves & CI Air Valves etc. in the existing M.S. galvanised pipe lines including cutting and threading pipe and making long threads etc. complete.

CI Air Valves- 80 mm (25 mm Screwed)

Providing, Inserting and fixing of Fire Hydrant Valve of following size confirming to IS: 5290 (Flanged) in position in the pipe lines including cutting and threading pipe and making long threads and supply of all material, labour, T&P etc. complete.

80 mm (25 mm Screwed)

Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for Gate Valve/ Wheel Valve/ Sluice Valve/ Reflux Valve/ Air valve with MS manhole cover & proper locking arangement, i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design

Supply of all materials, labour, T&P etc. and Construction of R.C.C Anchor Block of size 1.0m x 1.0m x 1.0m as per type design complete

Making of 1.0 m wide Briddle path for rising main pipe line including side cutting and coolie walling of all material, labour, T&P etc complete.

Supply of all materials, labour and T & P etc. and construction of Pump House (RCC Framed Structure with brick work in 1:6 in plinth & super structure) of internal size 15.50m X 8.0m X 5.0m (with RCC foundation for Pump-Motor of required size & Numbers and cable trench). Including drawing, design, testing of soil bearing capacity, pump foundation etc complete. Also including excavation for foundation, supply & fixing 01 rolling shutters, 01 MS Iron Door, glazed windows, ventilator, 0.60 M wide sunshades, arrangement to support girders, CC flooring, cable trench, electrification works, 0.60 M wide appron with drain, 0.60 M wide slab projection and two coat snowcem/distemper/painting and proper drainage system as directed by Engineer in Charge.

Supply of all materials, labour, T&P and to construct Pannel Room (RCC Framed Structure with brick work in 1:6 in plinth & super structure) at M.P.S of size 6.5 m x 4.5 m x 3.50 m. Including drawing, design, testing of soil bearing capacity, pump foundation etc complete. Also including excavation for foundation, supply & fixing 01 rolling shutters/ MS Door, glazed windows, ventilator, 0.60 M wide sunshades, arrangement to support girders (if any), CC flooring, cable trench, electrification works, 0.60 M wide appron with drain, 0.60 M wide slab projection and two coat snowcem/distemper/painting and proper drainage system as directed by Engineer in Charge.

Supply of all materials, labour and T & P etc. and construction of Type-I staff quarter (RCC Framed Structure with brick work in 1:6 in plinth & super structure) of plinth area 41.00 Sqm Including drawing, design, testing of soil bearing capacity etc complete. Also including excavation for foundation, supply & fixing MS Iron Doors, glazed windows, ventilator, 0.60 M wide sunshades, arrangement of WC, Sanitation, Kitchen, CC flooring, Pipe line fittings, all electrification works, 0.60 M wide appron with drain, 0.60 M wide slab projection and two coat snowcem/distemper/painting and proper drainage system as directed by Engineer in Charge. (Other item as per Unit Estimate).

Supply of all materials, labour and T & P etc. and construction of Duty Room (RCC Framed Structure with brick work in 1:6 in plinth & super structure) of plinth area 15.00 Sqm, internal size 4.3m X 3.5m X 3.5m Including drawing, design, testing of soil bearing capacity etc complete. Also including excavation for foundation, supply & fixing of MS iron Doors, glazed windows, ventilator, 0.60 M wide sunshades, arrangement of WC & Kitchen, CC flooring, pipe line fittings, all electrification works, 0.60 M wide appron with drain, 0.60 M wide slab projection and two coat snowcem/distemper/painting and proper drainage system as directed by Engineer in Charge..

Supply of all materials, labour, T&P etc. and making of House Connection, i/c Providing and fixing of 12.00 m G.I. pipes complete with G.I. fittings including trenching and refilling etc. (external work), fixing brass bib cock & ferrule of approved quality 15 mm nominal bore.

Supplying & fixing Horizontal Inferential MID & ISO certified Multijet Type AMR / AMI Water Meters with RF based Walkby, Driveby / Long range wide area network, having meter body made up of Engineering Plastic / Brass / Bronze/SS, with no retrofits (Water meter body and RF module should be from same manufacture) and thread end connection - screwed with certification compliance according to IS-779 : 1994 or ISO 4064 : 2005 with valid CE mark mentioning notified body number. Company should have MID (Module D & Module B) certification and ISO 9001:2008 & 1SO 17025 certification from a recognized international laboratory and having copper can with 5 mm thickness mineral glass for anti-tamper and IP-68 protection class, suitable against antifraud attempts. The AMR meter shall facilitate Single Command based reading, minimum 90 days historical data retrieve facility and minimum reading distance more than 0.5 km with web based software and android based web app and also have facility to communicate and store hourly / daily water consumption and be able to report device-based alarms on the cloud-based meter data management software. O&M must have local R&D centre in India. AMR meter should be warranted for not less than 10 years from successful installation of the meter. (DN 15mm)

Supplying of Handheld device (compatible with AMR Water Flow Measurement device) shall have the onsite search facility to locate the exact physical location of water meter in particular area up to 500 meters and to obtain the corresponding details of it. Meter reading device should communicate seamlessly though Bluetooth to terminal and BT/RF to master unit (two-way communication). It shall be equipped with battery charge indicator and radio communication with Radian compatible mode along with radio signal reception from the meter. It shall also be alimented with rechargeable batteries performing 2000 radio readings per day with fully charge batteries and compatible with android 5.0 or higher operating system.

SITC of Cloud (SaaS) based Integrated web based meter data management system & unified dashboard with following minimum system requirement up to metered end points :- a. Meter Data Collection on secured protocols for Radio Frequency or any third party fixed network. b. Meter Reading and Route Management facility. Software shall upload routs from reading device through GSM / GPRS / USB / Cable and meter reading device shall send data to the server through GSM / GPRS. c. The software should manage customizable list of message codes for Meter Reader. d. Report meters with No reads / Zero consumption / report alarms and abnormal consumption trend in tabular / geospatial view. e. Report Generation facility shall give output at least in CSV / Txt / XIs format for bill generation, integration purpose.

Providing & fixing Pressure Transmitter with SCADA Compatible / LORA communication battery operated (with one year battery life , rechargeable battery) with display, weather proof operational frequency 865 MHz -867 MHz communication: UART/RS485, pressure up to 16 kg/cm2 including all necessary fitting complete

Supply of all materials, labour, T&P etc. and construction of water meter chamber size 0.6 m x 0.6 m x 0.75 m size chamber with FPS bricks masonry, with MS manhole cover & proper locking arangement complete.

Supply of all materials, labour, T&P etc. and construction of 1.2 m x 1.2 m x 1.0 m size Bulk Water Meter Chamber with FPS bricks with MS manhole cover & proper locking arangement complete.

Provision of 1.5 m high Boundary Wall in brick masonry including supply of all materials, labour, T&P etc. complete

G.I Barbed Wire Fencing 1.8 m high Providing and fixing 1.8 m high GI barbed wire fencing with 2.4 m RCC M15 grade 150 mm x 150 mm concrete post placed every 3 m centre-to-centre founded in M15 grade cement concrete, 0.6 m below ground level, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with 12 horizontal lines and 2 diagonals interwoven with horizontal wires, fixed with GI staples, turn buckles etc. complete as per Clause 1705.

Construction of 3.6 m wide MS Iron Gate (2.50 Qtl. each heavy size including drilling of holes revanting of welding share necessary and also including supply of steel bolts, nuts etc and their fixing ) with RCC Pillars complete i/c supply of all material, labour, T&P etc complete.

Excavation for site development, foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in - charge, as per drawing and technical specifications, i/c supply of all material.labour, T&P etc complete.

Random Rubble Stone Masonry laid Dry, in breast walls, retaining walls, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications

Random Rubble Stone Masonry laid in 1:6 cement and sand mortar, in breast walls, retaining walls, parapets, scuppers, etc. including supply of all material, labour, T&P and royaltiies etc. complete as per drawing and technical specifications

Providing and laying in position of reinforced cement concrete (R.C.C.) 1:1.5:3 in cement, sand & 20mm gauge stone ballast including cost of design etc if required but excluding cost of reinforcement .

Providing and laying cement concrete (CC) in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: in 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)

Concrete with cement, coarse sand and 40 mm gauge stone ballast in proportion 1:4:8 in foundations and floors including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications.

MS iron work in reinforcement including supply of all material, labour and T&P etc. required for proper completion of the work. as per drawings and technical specifications.

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) including supply of all material , labour and T&P etc. required for proper completion of the work.

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure in Cement mortar 1:6 (1 cement : 6 coarse sand) including supply of all material , labour and T&P etc. required for proper completion of the work.

Half Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure in Cement mortar 1:4 (1 cement : 4 coarse sand) including supply of all material , labour and T&P etc. required for proper completion of the work.

12 mm thick cement plaster in 1:6 ( 1 cement and 6 fine sand) mortar including supply of all material , labour and T&P etc. required for proper completion of the work.

Centering and shuttering including strutting, propping etc. and removal of form work.

Foundations, footings, bases for columns

Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

Columns, piers, abutments, pillars, posts and struts

Demolishing Cement Concrete Road 1:3:6 or richer mix (i/c equivalent design mix) manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge

Reinstatement of demolished CC Road in 1:2:4 or richer mix of road surfaces after laying of pipe line including supply of all material ,labour,T&P etc complete..

O&M of above scheme including all material ,labour,T&P etc complete on monthly basis for 5 years. arrangment of skilled O&M Staff)

Operation, Maintenance & management of scheme for I year (1st Year).

Operation, Maintenance & management of scheme for II year (2nd Year).

Operation, Maintenance & management of scheme for III year (3rd Year).

Operation, Maintenance & management of scheme for IV year (4th Year).

Operation, Maintenance & management of scheme for V year (5th Year).

STAGE-I (INTAKE WELL)

Centrifugal Split casing raw water Pump (1600 LPM, 25 Mtrs Head)

Electric Motor

Fully Auotomatic Auto Transformer Starter

Main switch 125 Amps

Control Panel

Power Wiring & Earthing Material

Main Piping & Valves

Gauges

Lifting Tackle (2 Ton capacity)

Stage-II (MPS TO TOP CWR-1 GANAI) :

Centrifugal Pump clear water (1100 LPM, 180 Mtrs Head)

Electric Motor

Base Plate

Main Switch 400 Amps

Fully Auotomatic Auto Transformer Starter

Control Panel

Power Wiring & Earthing Material

Main Piping & Valves

Gauges

H.O.T. Crane (4 Ton capacity)

Stage-II (MPS TO TOP CWR-2 CHANDIKHET) :

Centrifugal Pump clear water (500 LPM, 110 Mtrs Head)

Electric Motor

Base Plate

Fully Auotomatic Auto Transformer Starter

Control Panel

Power Wiring & Earthing Material

Main Piping & Valves

Gauges

Tools for all stages

Rubber Resistance Sheet for all stages as per ISI 15652:2006 or latest

Transformer oil (1 Drum=209 Ltrs)

Servo Voltage Stabilizer :-

315 KVA for MPS

63 KVA for I/W.

Installation & commissioning of Pumping Plants & related acceessories for all stages.

Stage-I (INTAKE WELL)

Stage- II MPS (Zone-I & II)

Testing :

At Works

At Site

Painting

Carting

SITC of Transformer

For MPS 315 KVA :- 2 Nos.

SITC of HT Panel

For MPS

Automation Works at Stage-I (I/W)

GSM BASED REMOTE TERMINAL UNITS WITH Analog and Digital Parameter and features as specified to store and transmit data on GSM backbone to LMS and also compartable to satellite communication for Four Pump's (RTUs shells be integrated with the starter Panel)

GSM based wireless communication hardware for RTUs capable to transfer data from remote site to MCS/LMS with all accessories.

Intelligent Energy meters suitable for automation

Valve autuators for 100 mm dia capable for Class 150 ASA CID/F Valve.

Actuator Panels

Hard wired timer circuit for actuators

Level transmitter

Isolation Transformer (440 V step down 220 V for protection of site automation)

Over voltage & under voltage trip protection (350V-450V)

Control cable between RTU and field instruments/ control panel

(i)- Single cabling between RTU and field instruments, 2 Core x 1.5 PVC coated flexible screened cable

(ii)- 4 Core x 2.5 sq mm Cu Power cable for valve actuator

(iii)- 10C x 1.5 sq mm PVC coated flexible unscreened Cu cable

(iv)- Conduct Pipe 1" PVC

(v)- Conduct Pipe 1.5" PVC

Accessories like conduct pipe flexible pipes, PVC bend, AC & DC relays with base, lugs etc.

Erection, Commissioning and Customization of IRTU and Software at site

Erection, Commissioning and Customization of Actuator, Actuator Penel and Energy Meter at site.

Automation Works at Stage-II (MPS-Zone- I & II)

GSM BASED REMOTE TERMINAL UNITS WITH Analog and Digital Parameter and features as specified to store and transmit data on GSM backbone to LMS and also compartable to satellite communication for Four Pump's (RTUs shells be integrated with the starter Panel)

GSM based wireless communication hardware for RTUs capable to transfer data from remote site to MCS/LMS with all accessories.

Intelligent Energy meters suitable for automation

Valve autuators for 100 mm dia capable for Class 300 ASA CID/F Valve for MPS (Zone-I).

Valve autuators for 80 mm dia capable for Class 150 ASA CID/F Valve for MPS (Zone-II).

Actuator Panels

Hard wired timer circuit for actuators

Level transmitter

Isolation Transformer (440 V step down 220 V for protection of site automation)

Over voltage & under voltage trip protection (350V-450V)

Control cable between RTU and field instruments/ control panel

(i)- Single cabling between RTU and field instruments, 2 Core x 1.5 PVC coated flexible screened cable

(ii)- 4 Core x 2.5 sq mm Cu Power cable for valve actuator

(iii)- 10C x 1.5 sq mm PVC coated flexible unscreened Cu cable

(iv)- Conduct Pipe 1" PVC

(v)- Conduct Pipe 1.5" PVC

Accessories like conduct pipe flexible pipes, PVC bend, AC & DC relays with base, lugs etc.

Erection, Commissioning and Customization of IRTU and Software at site

Erection, Commissioning and Customization of Actuator, Actuator Penel and Energy Meter at site.

SITC of 150 & 100 mm dia electro magnetic flow meter (with local electronics display & set point facility) and 4-20 mA re-transmission output to SCADA including software & hardware for MPS (Zone-I & II).

05 Years O&M including all sapres & repairs (operation, maintenance & management of scheme by running pumping plants for 16 Hours Per day including arrangment of skilled O&M Staff) (Cost without Electricity)

Operation, Maintenance & Management for I Year

Operation, Maintenance & Management for II Year

Operation, Maintenance & Management for III Year

Operation, Maintenance & Management for IV Year

Operation, Maintenance & Management for V Year

Shivraj Banola (BID ID -409885)

ms mohd usman (BID ID -409031)

M/s Trilok Rawat (BID ID -410112)