Improvement of source augmentation of various WSS of Gram Panchayat Shivnath Khabli Thatlehar Muhal Jalandhar Lahar Thakurdwara Rajol Dhawala from river Beas in Tehsil Dehra District Kangra

RCC Intake Structure :- Construction of RCC Intake Structure (Open type) on Right Bank of Beas River:- Designing, Constructing, Testing & Commissioning ( to be approved by the competent authority) and Construction of RCC intake Structure minimum 4.5 mtr depth below GL ,having RCC structure, Roofing with RCC slab, Walk way/passage CI Rungs inside the structure from top to bottom and stainless steel stair case& railing from ground level to top of intake with connecting path having arrangement of chain pulley of capacity not less then 5.00 tonne for lowering submersible the pumping machinary including dewatering, removal of silt and construction of temporary diversion weir at intake structure complete in all respects to the entire satisfaction of the Engineer-in-charge. The contractor shall provide 3 sets of approved drawing and design with one soft copy to the department. ( Refer to Data Sheet No.1)

Design and construction ,Testing and commissioning of Water Treatment Plant 2.85 MLD :- Design, Construction, Installation, testing and commissioning of water treatment plant 2.85 MLD based on Rapid sand filter including cost of site development including retaining walls & breast walls to adjust hydraulic levels as per contour plan and structural requirements, cost of construction of civil works, hoisting and errection of all steel works, providing and installation of all mechanical Electrical equipments/accessories, laying of all interconnecting GI/MSERW pipes and scouring arragements from all units with disposal of the same to appropriate place i.e. nearby nallah/khud/natural drainage, all types of valves, fittings and all contingent works at Beas River (Location) capable of taking input and giving output as laid down in chapter-I of CPHEEO manual under all climatic conditions specified therein.

The treatment plant includes C/O Inlet chamber, Raw water tank, Cascade Aerator,parshall flume, PST With tube settler, flash mixer, Clariflocculator , Rapid Sand Filter, back wash tank,clear water tank, Alum & Lime solution Tanks complete mixing arrangement and boundary wall with fencing Panels within the boundary limit of plant , drainage channel, interconnecting path (Minimum 1.20 metre wide) chemical house, chemical handling and feeding arrangements , Plant building comprising with office,(100.00sqmt. plinth area excluding internal staircase (50 Sqmt area in each Floor)) . Providing and fixing of lightening arrangements (LED) lights made in the boundary unit of plant area, Providing and fixing all electrical/Mechanical equipments, proper walk way for Inspection/ operation of various units or any other unit or structure required to make plant fully functional. Sizes shall be based on manual of water supply and treatment published by CPHEEO, Ministry of Urban development (GOI) New Delhi. The design of various units shall conform to relevant Codes and specifications. All the hydraulic stuctuctures shall be designed and constructed in RCC M30 design shall be carried out as per Data sheet No. 2 specifications. All the structure shall be designed for uplift pressure encountred at footing as per contour plan uploaded, suitable protection structure shall be designed and provided to avoid direct entry of HFL water within treatment premises.The contractor shall provide 3 sets of approved drawing and design with one soft copy to the department. On the completion of all civil,mechanical and electrical works, the contractor shall test and run the plant for 3 months ( Refer to Data Sheet No.2)

Pump House:- Designing, Constructing, Testing & Commissioning of Pump House & Chowkidar Room near WTP including all allied Civil Works, Electrical works, internal lighting, Sanitary work, Site development, cutting/ excavation in all kinds of soils, C/o PCC/RCC Retaining walls, Breast walls (3 mtr from the edge of each structure), Toilets, Septic Tanks, External Solar powered Street lighting, External landscaping, Fire Fighting arrangement, Gantry Crane of 5 tonne capacity, dewatering etc complete as directed by engineer in charge The rates quoted by the contractor shall be for the complete work. All ancilliary works and accessories required to make the system fully functional shall be included in the cost of work. Nothing extra shall be paid on this account.The contractor shall provide 3 sets of approved drawing and design with one soft copy to the department. (Refer Data Sheet No. 3)

Pump house Cum chowkidar / Attendent Qtr at headworksat Booster Stage 47.50 Sqm. Plinth area (With Gantry System)

Pump house Cum chowkidar / Attendent Qtr 160.00 Sqm. Plinth area (With Gantry System) at Main Stage

Pump house Cum chowkidar / Attendent Qtr at LWSS Dehrian Phase 2nd 47.50 Sqm. Plinth area (With Gantry System)

Pump house Cum chowkidar / Attendent Qtr at LWSS Thakurdwara 47.50 Sqm. Plinth area (With Gantry System)

Pump house Cum chowkidar / Attendent Qtr at LWSS Jalandhar Lahar 47.50 Sqm. Plinth area(With Gantry System)

Pump house Cum chowkidar / Attendent Qtr at LWSS Shivnath Khabli 64.75 Sqm. Plinth area (With Gantry System)

PUMPING MACHINERY (Refer to Data SheetNo. 5) Supply of star rated energy efficient Submersible pumping set of KSB/Calama/ WPIL/ Crompton/BS/ SABAR/ Oswal/ Kirloskar or any other make approved by JSV HP conforming to latest relevant IS-5659-1970 latest with upto date ammendmeds. The pump should be fitted with bronze impeller or suitable alloys suitable for handling Clear water/Raw water having greased packed bearings and shaft with wound stator on motor side and with soft protection sleeve on pump side ensuring better life for shaft coupled to a submersible squirrel cage electric induction motor (water proof type) of required HP & 2900/1450 rpm of reputed make conforming to BIS 9283-2013 latest with upto date amendments, totally dust and water proof for submersible duty isolated from the pump by intermediate casing with double mechanical seal in oil chamber and grease packed lubricated bearings and provided with stainless steel thrust bearing plate to with stand non vertical loads with minimum wear and tear.The power of electric motor/motors should be at least (+) 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. It should also be fitted with a device to take up expansion of water with the heating of motor. The pump set should include water level guards, erection clamps , cable clips, depth gauge, actuated NRV's & Sluice valves compatible for automation of approved class etc. The work should be completed to the entire satisfaction of the Engineer-in – Charge. The work should be completed to the entire satisfaction of the Engineer-in – Charge. (Ist stage) For detailed design parameters/ requirements are given in Below. ( Refer to Data Sheet No.4.1)

BOOSTER STAGE INTAKE TO COLLECTION TANK RAW WATER SUBMERSIBLE PUMPS :-20.53 LPS Discharge with Head of 28.54 m - (3Nos. i/e 2 Working & 1 Stand By in each )

STAGE 1st COLLECTION TANK to WTP RAW WATER SUBMERSIBLE PUMPS:-20.53LPS with Head of 45.57 m - (3 Nos. i/e 2 Working & 1 Stand By in each )

The starting current of the motor shall be limited to not more than 4.5 to 5 times of full load current. It should include cost of bearing nuts, bolts and painting etc and should meet the following requirement including Pump sets (working + standby), All electrical equipments such as Starter, ICTP switches, MCB, Bush bar chamber, MCB, Panel board indicating lamps, Ammeter, Voltmeter, Hour run meter should be of electronic type , incoming and outgoing water proof cable for panel board, Double loop earthing, copper cable pressure gauge, capacitor, common header, actuated sluice valves & NRV's compatible for automation including erection and testing complete necessary piping for suction and common header and control valves alongwith electrical works including all taxes, insurance, transportation, freight charges, inspection charges, loading, unloading, conveyance to Departmental stores/ site, stacking, etc. including specials and wastage etc.; complete as per Tender Specifications and instruction of Engineer in charge. The HP are indicative.Since the rechack & verify and re-design of proposal/scheme is to be carried out by the lowest bidder, the design/drawings so approved by the competent authority after finalisation of design and drawings,any variation in HP and other accessories etc. (Refer to Data Sheet No.4.2)

Stage 3rd WTP to OHSR Collection Tank for LWSS Dehra Old & LWSS Thakurdwara Clear water Centrifugal Pumps with Total Head 19.76 M & Discharge 15.67 LPS (Total 2 sets I.e 1 No working & 1 No standbye)

Stage 4th WTP to LWSS Deheian Phase 2nd Clear water Centrifugal Pumps with Total Head 81.08M & Discharge 19.19 LPS (Total 2 sets i.e 1 No working & 1 No standbye)

REPLACEMENT OF EXISTING PUMPING MACHINERY

LWSS Dehra Old Clear water Centrifugal Pumps with Total Head :- 158.28 Mt & Discharge 10.90 LPS (Total 2 No set 1 No working 1 no standbye)

LWSS Dehrian Phase 2nd Clear water Centrifugal Pumps with total Head :- 287.59 Mt & Discharge 6.37 LPS (Total 2 No set 1 No working 1 no standbye)

LWSS Thakurdwara Clear water Centrifugal Pumps with total Head :- 220.16 Mt & Discharge 9.18 LPS (Total 2 No set 1 No working 1 no standbye)

LWSS Jalandhar Lahar Clear water Centrifugal Pumps with total Head :- 97.96 Mt & Discharge 3.34 LPS (Total 2 No set 1 No working 1 no standbye)

LWSS Shivnath Khabli Clear water Centrifugal Pumps with total Head :- 225.23 Mt & Discharge 14.87 LPS (Total 2 No set 1 No working 1 no standbye)

LWSS Jawalamukhi Old Clear water Centrifugal Pumps with total Head :- 241.03 Mt & Discharge 13.38 LPS (Total 2 No set 1 No working 1 no standbye)

Automation of the Entire Project:- The tenderer/firm shall provide proposal for automation which comprises of (i) 1 Intake arrangement (ii) WTP OF 2.85 MLD capacity (iii)Pumping Machinery for 2 Nos Pump houses (iv) 2 Nos Main Balancing Reservoir (vi) 6 No Collection Tanks of schemes :- LWSS Jawalamukhi old,LWSS Thakurdwara, LWSS Dehra Old, LWSS Dehrian Phase 2nd, LWSS Jalandhar Lahar, LWSS Shivnath Khabli (vi) Providing and fixing various actuated valves of relevent class and dia as per relevant Data Sheet and technical specification shall be provided in all storage reservoirs at outlets and shall be automated in such a way that these are automattically operated at pre fixed hours/ time or any other logic decided by the department and operated from main SCADA centre at left Bank of Baner Khad Pump house. Electromagnetic flow meters of approved makes shall be provided at each storage reservoir outlets and its output in the shape of total quantum of water delivered in a hour day and month shall be generated at main control station. GSM based devices shall be installed at each tank location, which shall send massages through SCADA station at remote access location at Jal Shakti Circle Office Dehra, Divisional office Dehra & Subdivision Dehra.
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This data transmission system at each tank consists of field instruments for providing digital and anal

RD 0 to 5300 = 5300 Rmt. ‡Stage 4 th CWT to MT-1 at LWSS Dehrian (200 mm Dia GMSERW Pipe Class L-210, Thickness 4.8 mm) Rd 0 to 8160 = 8160 Rmt
Providing MS flanges in pairs conforming to BIS 6392-1971 (latest with up to date amendments) for the joints of GI/MSERW pipes of flange Table & diametre mentioned as below including the cost of nuts and bolts of required sizes, 3mm thick compressed asbestos fiber/synthetic rubber gaskets conforming to relevant BIS standards and it shall also include carriage of materials within all leads and lifts complete in all respect to the best satisfaction and direction of Engineer in charge, The cost of laying, jointing and welding shall be paid in item No-11 &12 for flanged joint In Booster Stage & Main Stage at every 100 metre. RISING MAIN „#Stage Ist Intake to Collection Tank'Table - 5 (250 mm diametre) RD0 to 270 Stage 2nd Collection Tank to WTP3Table - 17 (250 mm diametre) Rd 0 to 500 = 500 Rmt6Table - 5 (250 mm diametre) RD 500 to 5300 = 4800 Rmt Stage 3rd CWT to OHST at Point 52Table - 5 (150 mm diametre) RD 0 to 100 = 100 Rmt&Stage 4th CWT to Main Tank at Point 115Table - 17 (200 mm diametre) Rd 0 to 5000 = 5000 rmt7Table - 5 (200 mm diametre) RD 5000 to 8160 = 3160 rmtLWSS DEHRA OLD2Table 17 (150 mm diametre) RD 0 to 1500 = 1500 Rmt4Table 5 (150 mm diametre) RD 1500 to 3570 = 2070 RmtLWSS DEHRIAN PHASE 2ND2Table 28 (100 mm diametre) RD 0 to 1000 = 1000 Rmt5Table 17 (100 mm diametre) RD 1000 to 2000 = 1000 Rmt3Table 5 (100 mm diametre) RD 2000 to 2450 = 450 Rmt GRAVITY MAINTable - 5 (125 mm diametre) Table - 5 (150 mm diametre) PairsJ
Providing & fixing double flanged cast steel sluice valve of Leader/Kirlosker make for rising main and capable of withstanding the nominal seat pressure of as mentioned below as per IS 1414- API/600 with upto date ammendmends for scouring & T Junction and to the entire satisfaction of Engineer-in-Charge within all leads & lifts¯°9
250 mm dia Class ASA 150 Nomminal seat pressure 21 kg/cm289
200 mm dia Class ASA 150 Nomminal seat pressure 21 kg/cm289
150 mm dia Class ASA 150 Nomminal seat pressure 21 kg/cm289
100 mm dia Class ASA 300 Nomminal seat pressure 52 kg/cm28D
Providing & fixing double flanged cast steel NRV of Leader/Kirlosker make of following dia. As per BS 1868 API/600 class as mentioned below for rising main and capable of withstanding nominal seat pressure as mentioned below and as per upto date ammendmends including MS Flanges and bolts gasket etc at different locations 
Providing and fixing screwed/flanged CI air valve (double ball type) of Leader/ Kirloskar make conforming to BIS-1452-1990 with upto date ammendments as per class PN-1.0 withstanding a seat pressure 15 Kg/cm2 in rising main within all leads and lifts. 40mm Dia. 40 mmž
Providing , laying,jointing & testing of screwed and socketted Galvanised Mild steel tube of approved make or of approved rate contract of DGS & D/HP Government conforming to BIS 1239-1990 ( Part-II )of following diameter including all tube fitting are required as per actual site with in all leads and lifts i/c cost of G.I fitting & Valve as per the direction and entire satisfaction of Engineer-in Charge. +32 MM DIA (Light Class Screwed & Socketted)+40 MM DIA (Light Class Screwed & Socketted)DISTRIBUTION SYSTEM+25 MM DIA (Light Class Screwed & Socketted)+65 MM DIA (Light Class Screwed & Socketted)+80 MM DIA (Light Class Screwed & Socketted)tProviding ,Laying, jointing & testing of GMS pipe as per IS1239-2012 with upto date amendments (plain ended pipe) with circumfrential butt welded joints by electrical arc welding (94% welding and 6%flanged joint ) with minimum two layers capable to withstand required test pressure (minimum welding thickness shall be equal to pipe wall thickness) including manufacturing and fabrication of reducers/ tapers, all short pieces, bends of required degrees as per site requirement made from parent tubes. The laying of pipe shall also include intermediate flanged joints spaced at an interval of 16 pipe lengths or where ever required as per direction of the Engineer-in-charge duly welded in three layers (two for outer & one on inner side) and all other operations such as cutting, welding, jointing, fabrication of bends, tees etc , lowering and laying in excavated trench to ensure required level including flushing, cleaning and hydraulic testing complete in all respects & to the entire satisfaction of the Engineer in charge (Earth work in trenches and the cost of providing and fixing of flanges i/c nut & bolts, gasket will be measured and paid for separately).The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The damaged portion of the pipes and all the specials ( If damaged during laying & jointing operation of pipe) made form the parent tube shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA specifications C-203-1978. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing, D.P. test of butt welded joints complete in all respect and to the best satisfaction & direction of Engineer in charge with in all leads and lifts. RISING MAIN’Stage 3 rd CWT to OHSR Collection Tank for LWSS Dehra Old & LWSS Thakurdwara (150 mm Dia GI Pipe Class MC Thickness 4.8 mm) Rd 0 to 100 = 100 Rmt. $REPLACEMENT OF EXISTING RISING MAINS$150 MM DIA MEDIUM CLASS PLAIN ENDED#100 MM DIA HEAVY CLASS PLAIN ENDED50 MM MEDIUM CLASS PLAIN ENEDED65 MM MEDIUM CLASS PLAIN ENEDED80 MM MEDIUM CLASS PLAIN ENEDED 125 MM MEDIUM CLASS PLAIN ENEDED 150 MM MEDIUM CLASS PLAIN ENEDED
Providing, supplying & fixing of Cast iron sluice valves (with hand wheel) confirming to BIS 780-1986 (Latest with upto date ammendmends) class PN 1.60 of 16.32 Kg/cm2 seat pressure of Leader/Kirlosker make as per the emtire satisfaction of Engineer-in-charge within all leads & lifts50 mm dia PN 1.665 mm dia PN 1.680 mm dia PN 1.6125 mm dia PN 1.6150 mm dia PN 1.6ð
P/F Fencing Pannel :- P/F Pannel fencing around storage tanks i./c Excavation, P/L CC1:3:6 in base, Form Work, 2nd class brick work ,15mm cement plaster& Manufacturing & Supply of Fencing Pannel of size 1.20 x 1.80 mm of Jali 25 x 25 mm welded to MS Black Tube 32 mm Dia. Dia of 14 guage with MS Flat Cover 20 x 3 mm , MS Hold Fast 7 No made out of MS Flat 32 x 5MM & MS Steel Gate including cutting, welding, painting two coat of red oxide paint complete in all respect.(Refer Data Sheet No-11)Rmt.=CONSTRUCTION OF ANCHOR BLOCKS FOR RISING MAIN & GRAVITY MAINSÌ
Excavation in foundations,trenches etc., in earth work, lift upto 1.50 mts. Stacking the excavated soil not more than 3 mts. Clear from the edge of the excavation & then returning the stacked soil in 15 cms. Layers,when required into plinths sides of foundation etc.,consolidating each deposited layers by ramming & watering & then disposing of all surplus excavated earth as dierected within all leads & lifts as per entire satisfaction of Engineer in charge.­Providing & laying cement concrete 1:3:6 (1cement : 3 sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring & shuttering in Foundation & plinth.h
Prov.form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm,so as to give a fair finish i/c centring shuttering,strutting & propping etc. with wooden battens & ballies,ht. of propping & centring below supporting floor to ceiling not exceeding 4.00 mts. & removal of the same for in situ-reinforced concrete & plain concrete work :-ˆVertical surfaces such as wall (any thick.) partitions & the like i/c attached pillasters,buttresses,plinth & string courses & the like.
Providing & laying cement concrete 1:1.5:3 (1cement :1.5 sand : 3 graded stone aggregate 20 mm nominal size) & curing complete

the cost of form work & reinforcement for reinforced concrete work in :-Foundation,footing,bases of columns and the like & mass concrete.kProviding Tor steel reinforcement for RCC work i/c bending,binding & placing complete upto floor two level.Sqm.!UV Treatment :- Providing and Supplying of High Efficiency and Low Pressure LV Lamps, arranged concentrically and easily removable for 2.85 MLD WTP with 118.15 M3/H operational flow. The system should have minimum lamp life of 14000 Hrs with calibrated UV intensity monitoring system of reference sensor quality. It should be microprocessor based control system with touch screen graphics abd automatic wiping system. The system should have optiDetect-quartz sleeve breakage detection and variable power output (Optidose) with minimum UV dose of 80mJ/cm2 MS-2 RED UVDGM and UV Transmittance should not be less than 85% and Turbidity handling should be minimum 10 NTU. Sluice valve, CI -Y type strainers, Bends, flanges, Rubber Gasket, Nuts & Boult, 3 Core insulated wire/ cable, Cable trays,welding for fixture & fittings (MS Angle, Plate cutting,etc). Servo stablizer of required KVA. Transporation and Labour Charges. Erection and Commissioning of all the plant equipments, mechanical and electrical items with all leads and lifts as per the satisfaction of Engineer in Charge .The system should have all compliance like Certificate : ONORM M5873-1 and UV Sensor: SO 20101. It should have approval from CE and EMC approved - surpasses prevailing industrial standards(Refer Data Sheet No:-7 for further details.)¡¢ô Gaseous Chlorination at Point 5 & Point 11 :- Supplying,errection and commissioning of gaseous chlorination plant at Point 5 & Point 11 complete in all respect having chlorinator capable to deliver 0-2500 gm/hr of chlorine gas along with 2 No sets of 1W+1S Booster pump set of approved make with electric motor and 2 No sets of 1W+1S water piping from water main to booster pump . It shall also consist of chlorine gas cylinder 100 Kg capacity duly approved by CCE Nagpur and filled with chlorine gas 1 No at each along with chlorine analyzer to indicate chlorine content level in the chlorinated water to supply. The contractor/firm shall also supply accessories/spares such as Multipurpose cylinder key--1No,lead washers-6No,Ejector Gasket-2sets,Hose Clips-4No,Ammonia Bottle-50ml-1No alongwith safety items covering chlorine leak emergency kit, self contained breathing apparatus, Eye-shower for each unit alongwith complete in all respect as per the direction of Engineer-in-charge.(Refer Data Sheet No:-8 for further details.)+uŠÞ

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