Himachal Pradesh Irrigation And Public Health Department Tender

Proposed Slow Sand Filter at Bahel - 0.39 MLD

Proposed Slow Sand Filter at Bela - 0.45 MLD

Proposed Slow Sand Filter at Muchan - 0.07 MLD

Proposed Slow Sand Filter at Lanjta Second Stage - 0.12 MLD

Proposed WTP at Baddu - 1 MLD

Proposed Slow Sand Filter at Auhar - 0.15 MLD

Proposed Slow Sand Filter at Kaloor Left Bank along Beas River - 0.7 MLD

Proposed Slow Sand Filter at Kamlah Balh Patiyala - 0.19 MLD

Proposed Slow Sand Filter at Muhbhaal - 0.29 MLD

Proposed Slow Sand Filter at Mutarad Khad - 0.26 MLD

Proposed WTP at Sandoli - 0.2 MLD

Proposed Slow Sand Filter at Plassan along Kunah Khad - 0.34 MLD

Proposed Slow Sand Filter at Gallian - 0.36 MLD

Proposed Slow Sand Filter at Bari Dugh - 0.19 MLD

Submersible Pump Supply of Submersible Pump of suitable Raw water submersible pumpset capable of handling 3000 PPM turbidity conforming to latest BIS code. The pump shall be fitted with single vane impeller of suitable alloy for handling raw water as per IS 5669-1970 having oil/grease packed bearings and stainless steel shaft, wound stator on motor side with shaft protection sleeves on pump side ensuring better life for shaft . The impeller of pump shall be directly mounted on extended submersible motor confirming to BIS 9238-1979 with up to date amendments, totally dust and weather proof with detach able pump casing for easy inspection with double mechanical seal, grease/ oil lubricated bearings and provided with stainless steel thrust bearing plate to withstand vertical loads with minimum wear and tear, It should be fitted with device to take up expansion of water on heating of motor & suitable for operation on 415 (+10% ) and ( -15% ) volts 3 Phase 50 C/S AC supply. The power of motor should be at least 10% in excess of maximum power required by the pump in complete operating range. Capacities are mentioned below Note: Combination of pumps with 100% standby arrangements shall be decided by the bidder based on suitability at duty point conditions.

2.92 LPS with 21 M Head . (At Proposed Percolation Well with pump at Seer Khad) HB-1

8.72 LPS with 19 M Head . (At Proposed Infiltration Gallery at Khui Meathi)

9.84 LPS with 26 M Head . (At Proposed P Well at Panjail Khurd)

9.84 LPS with 300 M Head . (At Proposed PH near Proposed Sumpwell at Panjail Khurd)

2.05 LPS with 117 M Head . (At Proposed Tube Well (Depth- 95M) & PH at Kikarwali)

4.1 LPS with 137 M Head . (At Proposed Tube Well (Depth- 110M) & PH at Behal Chikna Khad)

3.02 LPS with 38 M Head . (At Proposed Winch Room cum Trolley System with PH at Makri on Govind Sagar Reservoir)

3.02 LPS with 75 M Head . (At Proposed PH Stage-1&2 at Makri near Proposed Sumpwell)

7.14 LPS with 22 M Head . (At Proposed P Well near Proposed RCC Dyke at Seer Khad)

1.16 LPS with 20 M Head . (At Proposed Head Weir, rectangular channel and sump with pump at Muchan Nallah)

2 LPS with 110 M Head . (At Proposed P Well at Seer Khad) HB-5

1.26 LPS with 121 M Head . (At Proposed Proposed Tube Well at Auhar)

1.26 LPS with 125 M Head . (At Existing Tube Well at Auhar)

10.14 LPS with 24 M Head . (At Proposed Intake Structure at Baddu)

11.07 LPS with 20 M Head . (Near PW at Kaloor Left Bank)

2.97 LPS with 39 M Head . (Near Proposed PW & PH at Radha Swami kraur)

4.57 LPS with 23 M Head . (Near Proposed PW at Muhbhaal)

4.2 LPS with 70 M Head . (At Proposed Infiltration Gallery at Churu)

5.37 LPS with 19 M Head . (At Proposed P Well at Plassan)

2.07 LPS with 158 M Head . (At Proposed PH near Existing Collection Tank at Chalokhar)

2.07 LPS with 29 M Head . (At Propose Dam near the existing Intake well at Chalokhar Khad)

3.00 LPS with 26 M Head . (At Proposed Percolation Well at Bari Dug)

5.70 LPS with 23 M Head . (At Proposed Infiltration Gallery at Gallian)

1.40 LPS with 36 M Head . (At Proposed Percolation Well at Sarwin)

Pumping Machinery Supply of horizontal spindle, horizontal/radial split casing/end suction (Back-pull out arrangements) single/double/multi stage star rated centrifugal pump or combination of pumps with 100% Stand-by, of recommended makes as per BIS 1520-1980 with upto date amendments, read with IS:9137-1978 or latest edition suitable for lifting water for under mentioned characteristics with bronze, impellers/priming funnels, casing ring and shaft sleeves of bronze, shaft of steel grade 45C8/ EN8 with cast iron casing coupled directly through a flexible coupling on a common MS Base Plate to squirrel cage TEFC Energy efficient motors and suitable for operation on 415 (+6%) and (-10%) volts, 50 cycles / second, 3 phase AC electric supply. The power of electric motor/motors should be at +10% in excess of the maximum power required by the pump/pumps in the operation range of (+) 10% and (-)15% of the duty point head. The motor/motors as per ISI: 325:1978 with upto date amendments read with IS 900:1972 Note 1 :- In case of non-availability of suitable centrifugal pumps for duty conditions (duly certified from reputed principal manufacturer for non-availability of centrifugal pumps) supply of submersible pumping machinery conforming to IS 8034 : 2018 with upto date amendments to meet the duty condition Note 2:- Supply of any other type of pumping machinery conforming to relevant IS code in case of non-availability suitable centrifugal/ submersible pumping machinery for duty conditions (duly certified from reputed principal manufacturer for non-availability of centrifugal/ submersible pumps). It should include cost of bearing nuts, bolts and painting etc. Complete work inclusive of all taxes, transportation, freight charges, inspection charges, loading, unloading, conveyance to Departmental stores / site, stacking, etc. including specials B33 wastage etc. It shall include providing and fixing of C.I/C. S Sluice valves of approved make and appropriate class to resist the design pressure and as per instruction of Engineer in charge. Capacities are provided below: Note: Combination of pumps with 100% standby arrangements shall be decided by the bidder based on suitability at duty point conditions.

2.92 LPS with 140 M Head . (At Proposed PH near Proposed WTP at Kashol)

3.0 LPS with 309 M Head . (At Proposed PH at Routa)

1.22 LPS with 148 M Head . (At Proposed PH near Proposed MBR Madouna)

8.72 LPS with 208 M Head . (At Proposed PH near Existing WTP at Khui Meathi)

7.90 LPS with 296 M Head . (At Proposed PH Stage-2 Tarambri near Proposed Sumpwell & Proposed SR Tarambri)

3.04 LPS with 69 M Head . (At Proposed PH Khoi near Proposed Sumpwell Khoi)

8.60 LPS with 274 M Head . (At Proposed PH Stage 2 Janed near Proposed Sump Well cum SR Janed)

5.78 LPS with 402 M Head . (At Proposed PH Stage-1 near Proposed SR & Sumpwell)

1.54 LPS with 336 M Head . (At Existing PH Stage-2 near Existing Sumpwell Stage-2& Proposed SR Bhuwai in Village Chamb Bhujan)

3.02 LPS with 211 M Head . (At Proposed PH Stage-3 at Makri near Existing Collection Raw Water Tank Makri & Existing WTP)

1.24 LPS with 267 M Head . (At Proposed PH Stage-4 near Existing MBR Makri)

6.20 LPS with 378 M Head . (Retrofitting of PH - Behal)

1.26 LPS with 295 M Head . (At Proposed PH at Muchan near Proposed WTP Muchan)

1.22 LPS with 169 M Head . (At Proposed PH at Muchan near Proposed WTP Muchan)

3.60 LPS with 225 M Head . (At Existing PH at Bela)

2.36 LPS with 88 M Head . (At Proposed PH near Proposed WTP at Auhar)

4.06 LPS with 304 M Head . (At Proposed PH near Proposed WTP at Baddu)

6.08 LPS with 81 M Head . (At Proposed PH near Proposed WTP at Baddu)

2.86 LPS with 324 M Head . (At Proposed PH near Proposed Collection Tank at Kariyala)

3.22 LPS with 127 M Head . (Retrofitting of Existing Pump House at Kariyala)

8.76 LPS with 292 M Head - 30 HP Each . (Near Proposed WTP & PH at Kaloor Left Bank)

2.30 LPS with 171 M Head - 5.5 HP Each . (Near Proposed WTP & PH at Kaloor Left Bank)

2.96 LPS with 212 M Head - 7.5 HP Each . (Near Existing PH at Kamlah Balh Patiyala)

4.56 LPS with 189 M Head - 10 HP Each . (Near Proposed WTP,PH & Collection Tank at Muhbhaal)

14.74 LPS with 143 M Head - 25 HP Each . (Near Proposed Pump House at Ghargdun Nounghi Bhumpal)

3.04 LPS with 182 M Head . (At Existing PH at Gauna)

2.0 LPS with 96 M Head . (At Proposed PH at Baloh)

1.32 LPS with 179 M Head . (At Proposed PH at Baloh)

1.20 LPS with 275 M Head . (At Proposed Ph at Mansai)

5.36 LPS with 127 M Head . (At Proposed WTP & Existing PH)

3.0 LPS with 309 M Head . (At Proposed PH near Proposed WTP at Bari Dug)

1.52 LPS with 100 M Head . (At Pump House at WTP Ghallian)

1.12 LPS with 75 M Head . (At Pump House at WTP Ghallian)

0.72 LPS with 150 M Head . (At Pump House Sarwin at Man Khad)

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

Proposed Vacuum Gaseous Chlorination

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

Automation at Source, WTP, Pump House, Main balancing reservoir and Service reservoir for all schemes in CW-HZ01

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

Proposed Rail cum Trolly System and Winch Room at Makri on Govind Sagar Reservoir