Tender For Padli Gujar Water Supply Scheme Under World Bank Funded Uewsp Programme
Tender Value
49.56 Crore
Estimated cost
Bid Submission
30 Oct 2026
8 days left
EMD
84 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Haridwar → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Padli Gujar Water Supply Scheme Under World Bank Funded Uewsp Programme
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 16-Oct-2026 | Corrigendum | Date | 30-Oct-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | CIVIL WORKRising Main&Distribution systemProviding of all materials, Carting from site of work, lowering into trenches with true to alignment, Laying & Jointing of full length S&S centrifugally cast (spun) ductile iron pipes including all types of specials. (including supply of 'EPDM' rubber gaskets confirming to IS 5382-1985 and all jointing materials like specials, etc) and testing of pipe line complete. (conforming to IS code : 8329) as per directed by Engineer-in-charge required for proper completion of work For Rising Mains and Distribution System 150 mm dia DI K-9 |
| 2 | Providing and laying D.I double chambered restrained joints specials, class K-12 IS 9523/2000 150 mm dia. for rising main work |
| 3 | 11.25° |
| 4 | 22.5° |
| 5 | 45.0° |
| 6 | 90.0° |
| 7 | Providing D.I. PIPE CONFORMING TO IS : 8329/2000of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying & Jointing of full lenght S&S Centrifugally Cast (Spun) Ductile Iron Pipes including supply of 'EPDM' rubber gaskets confirming to IS: 5382-1985 with testing of pipe line comple D.I. Pipe S&S K-7 |
| 8 | 200 mm |
| 9 | 250 mm |
| 10 | 300 mm |
| 11 | Supplying and fixing and laying D.I. specials of class K-12 suitable for push- on jointing as per IS: 9523-2000 |
| 12 | Upto 600 mm dia |
| 13 | Supply of following pipes upto site of work including Carting, laying and jointing with fusion jointing technique, testing & commissioning complete at site of HDPE (PE100 Grade Coumpound) Pipe as per IS:4984 and specification for water application, including all cost of material, labour T&P etc. required for proper completion of work to the satisfaction of Engineer-in- charge |
| 14 | 110 mm OD HDPE Pipe PE 100 grade PN 6.0 |
| 15 | 140 mm OD HDPE Pipe PE 100 grade PN 6.0 |
| 16 | 160 mm OD HDPE Pipe PE 100 grade PN 6.0 |
| 17 | Providing of all materials, Carting upto site of work, Lowering them into trenches with true to alignment, laying of MS ERW Pipe grade Yst 210, jointing by electric welding process with proper grade of eletrodes suitable for jointing of water suply pipe lines by cutting of pipes and making required bends by welding, required for propercompletion of work with testing of pipe line etc. complete in all respects with the satisfaction of Engineer-in-charge |
| 18 | M.S ERW pipe 4.8 mm thick 350 mm dia |
| 19 | M.S ERW pipe 4.8 mm thick 300 mm dia |
| 20 | M.S ERW pipe 4.8 mm thick 250 mm dia |
| 21 | M.S ERW pipe 4.8 mm thick 200 mm dia |
| 22 | M.S ERW pipe 4.8 mm thick 150 mm dia |
| 23 | M.S ERW pipe 4.8 mm thick 100 mm dia |
| 24 | TRENCHLESS PIPE LAYING & JOINTING:Installation of steel product pipe by HDD method including preparing and selting up the plant and equipment,preparing new pipe work material installing new pipe work and commissioning system or making the system ready for commissioning by HDD operation including ,all related civil and mechanical works like excavation , shoring /strutting ,etc drilling stringing ,reaming and pulling back the new pipe work on the designed bore path alignment ,proper disposal of drilling fluid and back fill of site after completion all inclusive as per IndSTT:101-2007:Code of practice for horizontal Directional Drilling technique suiting indian conditions. |
| 25 | Upto 350 mm dia (In all type of Soil) |
| 26 | Earthwork in soil mixed with morrum shingle, kankar, with lift upto 1.5 m and lead upto 50 m,including refilling, watering and ramming of excavated earth into trenches in layers if 15 cm and disposal of surplus earth with required labour & T&P etc, for pipeline work, complete in all respects with the satisfaction of Engineer-in-charge. |
| 27 | Disposal of Road rubbish/ malba/ earth/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 28 | Providing & Fixing D.I. D/F Sluice Valves confirming to IS: 14846-2000 in position including all material, labourer, T&P etc complete.PN 16 |
| 29 | 100 mm |
| 30 | 150 mm |
| 31 | 200 mm |
| 32 | 250 mm |
| 33 | 300 mm |
| 34 | Supplying and fixing of following sizes of valves including carting the same upto site of work and fixing the same in water supply lines including cost of valves, specials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamber D.I. D/F Non Return Valves Confirming to IS: 14846-2000 Pressure PN 1.6 ( Kirloskar or equivalent) |
| 35 | 200 mm |
| 36 | 250 mm |
| 37 | 300 mm |
| 38 | P/F Fire Hydrant Valve Confirming to IS:5290 (Flanged) in position including all material, labourer, T&P etc complete. |
| 39 | 80 mm dia. |
| 40 | Supplying and fixing of C.I. Double Acting Air Valve 50mm dia PN 1.6 sizes of valves including carting the same upto site of work and fixing the same in water supply lines including cost of valves, specials, labour and T&P complete in all respect but excluding the cost of earth work and construction of chamber |
| 41 | 50 mm |
| 42 | 80 mm |
| 43 | Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm 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 : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 |
| 44 | Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 carse 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. :- With F.P.S. bricks |
| 45 | Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for Air valve/ Fire Hydrant, with C.I surface box 350x350 mm top 165 mm deep ( inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 40 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. :- With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 46 | Dismantling bituminous road manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50metres lead as per direction of Engineer in charge. - For Rising Main and Distribution System |
| 47 | Dismantling Water bound macadam road manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : |
| 48 | Demolishing Nominal concrete 1:3:6 or richer mix. manually/ by mechanical means including disposal of material within 50 meters lead as per direction of Engineer in charge. - For Distribution System |
| 49 | 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 (0.10m thickness) |
| 50 | Cement Concrete (PCC M-20 1:1.5:3) Pavement:- Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grade cement or any other type PCC Grade M-20, coarse and fine aggregates conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of wedges, steel plates including levelling the formwork and laying and fixing of 125 micron thick polythene film, as per drawing), spreading the concrete with shovels, rakes, compacted using needle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14 days, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications. (0.15 m thickness) |
| 51 | Reinstatement of following type of road surface for laying of pipe line including sorting out of serviceable materials and disposal of unserviceable materials. |
| 52 | Concrete Tiles Road |
| 53 | DOMESTIC WATER METERP/F Multijet Domestic Mechanical Water Meter Class-B, dry dial, magnetically coupled, temper proof confirming to IS: 779-1994 or ISO: 4064 IP68 in position including all material, albour, T&P etc complete. |
| 54 | DN15mm |
| 55 | Providing of Check Valves (Horizontal) before Consumer Meter. |
| 56 | Provide necessary T&P and cutting of following nominal dia of G.I. pipes including threading, shaping and finishing the ends. (For Check Valve) |
| 57 | Polycarbonate Box Blue with transparent lid,must have option to seal the box, min three seal option with two iron angle to fix the box. Size- length-255mm , width-210 mm,height- 190 mm |
| 58 | Making New consumer connection G.I. PIPE CONFORMING TO IS : 1239 (PART-1) Medium Duty (Class 'B') 15 mm diawith the existing D.I./HDPE pipe line including local cartage of required to site of work, cutting, threading, etc. of pipe, bailing out of water, making connection properly with fitting of specials, testing of joints, back filling, cleaning of site completely and returning of scrap material to local store. |
| 59 | Providing Fixing of Plug for House Service Connections |
| 60 | GIS mapping of complete water supply scheme including Intake works, Rising main, Water Treatment Plants, Pump House, Gravity Mains, Distribution Networks, Water Reservoirs, Valves, Pressure Relief valves, Flow meter, Fire Hydrant, Air Valves and other appurtenant works etc. |
| 61 | GIS mapping of House Service Connections. |
| 62 | Building WorkConstruction of Pump house as per type design,Supply of all Materials, Labours, T&P etc.and Construct a Pump House With Size (3.50 m x 3.0 m) Along with Attendant Room with size (4.3 m x 3.0 m) , kitchen and W.C. as per Design and Drawings, all complete. BOQ detail attached and drawings complete in all respects and Supply of all materials, labour, T&P etc as per satisfaction of Engineer-in-Charge. |
| 63 | Construction of Boundary wall in Half Brick Masonary in 1:4 cement sand mortar , Reinforced cement concrete work in columns and beams including cost of centring, shuttering, finishing and reinforcement - 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal ,12 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand). on both side. Finishing walls with exterior paint (Two or more coats) of required shade both side supply of all materials, labour, T&P, etc. complete as per type design and Drawing |
| 64 | Supply and fixing of MS iron gate in Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. Painting of Steel work for gate with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand or manufacture. (2.50m wide and 2.00 height Gate).as required in Gate as per type design complete with all respect. |
| 65 | Earth filling in the water works campus including leveling and dressing for development of site for staff quartes including cartage of earth upto a distance of 5 chains of the water works from the main road and as per satisfaction of Engineer-in-Charge. |
| 66 | Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1 |
| 67 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size. |
| 68 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size |
| 69 | Providing and Laying of Interlocking Concrete Blcok (M-35) Pavements having thickness 60 mm as per drawing and Technical Specification Clause 1504 |
| 70 | Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409)PCC M15 for Kerb base |
| 71 | Construction of K C Drain to Recharge Pit |
| 72 | OVER HEAD Tank and its appurtenant works.Design and construction of R.C.C. intze type circular O.H.T. including supply of all materials, labour, T&P etc with 30 cm free board and submission of detailed structural drawings consist of Pile/Raft foundation before starting of work, including 1.00 m wide two column R.C.C. stair case as an acess to the balcony & top dome from G.L. and 1 m wide R.C.C. landing at suitable locations and railed with 3 rows of 20 mm dia G.I. (M) pipe on 65x65x5 mm angle iron posts fixed with ladder clear height 1 m at a distance of 1.25 m c/c, on periferry of balcony (junction of conical wall & container vertical wall) & on top dome periferry also SS ladder from top dome to the floor inside of the tank of 65x65x5 mm angle iron and 20 mm dia plain MS bars@25 cm c/c welded etc with suitable hand rail etc, 600x600 mm M.S. M.H. cover with locking arrangement,making 1200 mm dia RCC ventilator on top dome covered alround with mosquito proof jali, lightning conductor as per latest electricity rules/codes,automatic water level indicator and 'supply & fixing of CI D/F pipes fo class B as per IS specifications for outlet, inlet, over flow and wash out pipes of requires sizes with necessary puddle collars, duck foot bends, sluice valves including construction of sluice valves chambers, pipe pieces (including cost of materials), clamping of vertical pipes with MS clamps of size 50x6 mm at1.50 m c/c. flooring 0.60 M wide apron, painting on tank body vertical pipes, ladder M.S. M.H. cover, supply & fixing of gate at the entrance of stair case etc. complete with painting of all parts with three coats of approved water proofing (snowcem)/enamal paint of required quality and shade over a required type of base coat, testing, filling water as many times as required for testing and water tightening purposes etc. including. Supply of vertical pipes and specials, including testing of bearing capacity of soil for upto 8 MT/sqm. complete in all respects and as per satisfaction of Engineer in charge. |
| 73 | 950 KL Capcity & 18 M staging ( For Zone-1) |
| 74 | 1150 KL Capcity & 19 M staging ( For Zone-2) |
| 75 | 1400 KL Capcity & 23 M staging ( For Zone-3) |
| 76 | Crossing of drains including excavation for crossing as required at site including laying, jointing and testing etc. complete |
| 77 | Rain water harvesting System size of chamber 3.0 m × 1.50 m × 2.50 m Construction of 150 mm dia bore hole by Palm pressure method in soil mixed with Kankar, Bajri, Boulder etc up to 65.0M meter including development of bore by over Pumping and back washing till the discharge is free from turbidity including hiring charge of pumping equipment after this erection of Boring, Dismantalling after completion of work also Lowering of PVC110 mm dia 10 kg/sqm pipe assembly in 150 mm dia bore hole &Supplying, filling, spreading & leveling gravels of size range 5 mm to10 mm, in the recharge pit, over the existing layer of boulders, inrequired thickness, for all leads & lifts, all complete as per direction of Engineer- in- charge. |
| 78 | Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. |
| 79 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately |
| 80 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. |
| 81 | Size of Tile 600x600 mm |
| 82 | Demolishing dry brick pitching in floors, drains etc. including stacking of serviceable material and disposal of unserviceable material within 50 metres lead |
| 83 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. (FOR PIPE LINE & CAMPUS WORKS) |
| 84 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin-charge. (Old CC paver blocks shall be supplied by the department free of cost). |
| 85 | 12 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand). |
| 86 | First class brick work in 1:6 cement and local sand mortar in foundation and plinth including supply of all materials, labour, T&P etc. required for proper completion the work. |
| 87 | OPERATION & MAINTENANCE FOR A PERIOD OF 7 YEARSOperation, maintenance and mangement Civil Works OHT -: 950.KL, Staging 18 mtr., 1150 KL Staging 19 mtr. & 1400 KL Staging 23 mtr Structure (Pump house along attendant room works): 07 Nos.Pipeline: DI K-7 7267.00 Mtrs.Rising main DI K- 9 5498.00 Mtrs.HDPE (PE-100 Grade PN-6) 63872.00 Mtrs.Consumer Water Meters(Mechanical meters): 6834 Nos. |
| 88 | Operation, maintenance and mangement W/s System (ZONE -1,2,3 During first Year ) |
| 89 | Operation, maintenance and mangement W/s System (ZONE -1,2,3 During SecondYear ) |
| 90 | Operation, maintenance and mangement W/s System (ZONE -1,2,3 During Third Year ) |
| 91 | Operation, maintenance and mangement W/s System (ZONE -1,2,3 During fourth Year ) |
| 92 | Operation, maintenance and mangement W/s System (ZONE -1,2,3 During Fifth Year ) |
| 93 | Operation, maintenance and mangement W/s System (ZONE -1,2,3 During Sixth Year ) |
| 94 | Operation, maintenance and mangement W/s System (ZONE -1,2,3 During Seventh Year ) |
| 95 | ESMP (Enviormental and motivational scop) work as per site requirement |
| 96 | E&M WORKCONSTRUCTION OF SEVEN NUMBER TUBEWELL AND SITC OF PUMPING PLANT AND RELATED WORKS |
| 97 | Transportation of Rig Machine, Air Compressor, O P Unit and camp equipages, connected T&P and necessary material required for drilling up to site of work, including loading, unloading etc. complete. |
| 98 | Errection and leveling of ring machine and barricading at site of work ` |
| 99 | Dismantling of ring machine and clearance of site after satisfactory completion of work |
| 100 | Drilling of borehole by Dual rotary/ DR/ DC-RC/Percussion Rig machine. |
| 101 | Drilling of 600 mm dia borehole. |
| 102 | Preparing & lowering of tube well assembly starting from G.L to the required depth including cutting, welding as required at site complete with all T&P required. |
| 103 | Supply and lowering of 300 mm dia MSERW plain pipe 7.9 mm thick as per IS code 4270 |
| 104 | Supply and lowering of 300 mm dia MSERW slotted pipe, 7.9 mm thick as per IS code 4270 |
| 105 | 300 mm dia bail plug |
| 106 | 300 mm dia MS tube-well cap |
| 107 | Supply of 300 mm dia M.S.D.I. housing clamp Complete with two nos 200 mm size MS channel having 3 mtr. length |
| 108 | Supply & shrouding of pea gravel in between bore & tube well assembly to the entire depth of tube well. |
| 109 | Development of TW by 350 PSI/1400 CFM Air compressor as below including Erection of compressor at site of work. |
| 110 | Running of compressor for development and testing of tube well. |
| 111 | Development of TW by suitable size of OP Unit as below including Erection of OP Unit and camp equipage at site of work. |
| 112 | Before development of the tubewell by OP unit make a chamber of 1x1x1 mtr around the tubewell below ground. |
| 113 | Lowering of suitable size submersible pump motor set with column pipe and running of D.G. Set, running of OP Unit for development and yield test of tube well. |
| 114 | Geological survey of site |
| 115 | Chemical & bacteriological testing of water sample |
| 116 | PUMPING PLANTS & APPURTUNENT WORKSSITC of Submersible pumping plant capable of delivering following LPM & discharge at following mt head to be operated suitable capacity motor on 415±10% volts, 3 phase, 50 C/s AC supply with 5 mtrs submersible cable. |
| 117 | 1300 LPM,65 Mt Head (2 Nos as spare) |
| 118 | 1300 LPM,70 Mt Head (2 Nos as spare) |
| 119 | 1100 LPM,70 Mt Head (3 Nos as spare) |
| 120 | SITC of variable frequency drive (VFD) heavy duty for submersible motor with MS enclousure (01 No spare) inculding line reactor in incoming side, Phase reversal unit, Output reactor, 3 times on/ off switch in 24Hrs time cycle, logic relay etc |
| 121 | 35H.P. |
| 122 | 40 H.P. |
| 123 | Providing, Installation and commissioning of Power coated and CNC fabricated electric control panel for submersible pump set, 14 SWCG CRCA sheet thickness of energy saving variable frequency starter of heavy duty which will operate submersible pump coomprises of which includes F-MCCB AMP, Spreader links, rotary handles, red, yellow, blue and Amber indicators, current transformers (CT's), multi function meter which will indicate PF, THD, current, voltage, KWH and KVar etc. MCB's, voltage protections devices, surge protection devices which will handle type I and type 2 surges, control transformers to provide proper phase and neutral to the control devices in panel, selector switches, input choke for control contractors and main contactors at the output of VFD, terminal blocks, power and control wiring to the entire. |
| 124 | 35 HP |
| 125 | 40 HP |
| 126 | SITC of following capacity Main switch with wooden board- |
| 127 | 100 Amp |
| 128 | 125 Amp |
| 129 | Supply and laying of following capacity Cu. conductor flat submersible cable. |
| 130 | 16 Sq mm |
| 131 | 25 Sq mm |
| 132 | Supply of aluminum armored cable 3.5 core . |
| 133 | 50 sq.mm |
| 134 | 70 sq.mm |
| 135 | SUPPLY OF MAIN PIPING AND VALVE OF 150 mm DIA HAVING FOLLOWING ITEM . |
| 136 | C class M S column pipe (confirming IS: 4270 or latest IS code) in 3 mt. length with interlocking arrangement (flanged/socketed) 42 mtr for each. |
| 137 | CI D\F PN-1.6 Reflux Valve . |
| 138 | MS D\F pipe of 1.5 Mt. length- 2 Nos, MS D/F pipe of 1.0 Mt. length-1 No., Ventury - 1 No, Tee-1 No, CI D\F bend-2 Nos, TW Cap-1 No., Packing & nut bolt etc. - 1 Lot. |
| 139 | Supply of 150 mm dia M.S.D.I. clamp set tho number for each. |
| 140 | S/o Jointing material for wiring connection including lugs, thimble, insulation tapes etc. |
| 141 | Supply of Pressure Gauges with control cock & fitting, nipple, pipe, elbow etc complete- 10Kg/Sq Cm. |
| 142 | Supply of dozing pump with all necessary connecting accessaries complete.i) Injector and NRV with PVC pipes etc.ii) 200 Ltr. Capacity PVC tank.iii) Starter cum paneliv) Single phase automatic stabilizerv) Chlorine testing kit |
| 143 | Earthing with G.I Earth plate of 600mmx600mmx 6mm size including accessories and providing masonry enclosure with providing and fixing 25mmx5mm GI strip on surface or in recess for connections with charcoal, salt as required two number for each. |
| 144 | Supply of necessary tools and spanners . |
| 145 | Supply of 5 ton capacity and 4.5 mt. lift chain pulley block . |
| 146 | Supply of rubber resistance insulated sheet 2M x 1M x 25mm thick . |
| 147 | Testing of pumping plants at manufacturer's of works . |
| 148 | Instalation of pumping plant |
| 149 | Painting of Pumping Plant |
| 150 | SERVO STABILIZER SITC of three phase rolling contact servo voltage stabilizer with input voltage range 240 to 460 with constant output of 415+/-1% complete in all respect ONAN Type. |
| 151 | 80 KVA |
| 152 | Earthing with G.I Earth plate of 600mmx600mmx 6mm size including accessories and providing masonry enclosure with providing and fixing 25mmx5mm GI strip on surface or in recess for connections with charcoal, salt as required two number for each. |
| 153 | Testing of Servo at manufacturer's works . |
| 154 | Automation of Pumping plantIOT software & centralised cloud based system conmplete with data base server, data transfer GSM/ GPRS modem sim, IOT plateform form licenses or subscription and development / customization of control software suitable for managing the strorage, processing analysis of vast amount of real line data by a wed based interface, APIs and other tools including memory card for storage data for a minimum of 30 days in care of power failure / loss of connectivity for control desk including all equipment, furniture etc. |
| 155 | Supply & Fixing of data commmunication gatway devices for data acquisition and communication gatway devices for data acquisition and communication to IOT based cloud server centralized system with stand protocol using wi-fi / GPRS ethenet for atteast 02 months data back up with all accessories & transfer the data to MIS |
| 156 | IOT based Intelligent Energy meter for measuring all electrical parameters such as KWH / KVAH (positive /negative), PF, Hz, P etc. with three phase current and voltage imbalance and HMI / software keypads. |
| 157 | IOT based intelligent Pressure transmitter capable to communicate/transmit data to MIS as well as local control room for distribution network in different DMA and one number for each tubewell. |
| 158 | SITC of IOT based wireless solar/AC supply pressure monitor or range 0-5 kg/cm2 environmentally rugged for real time water pressure monitoring of water supply self/solar powered with battery backup & 3g/4g communication device to transmit signals to MIS as well as SCADA station / control room for distribution network in different DMA and one number for each tubewell |
| 159 | SITC of Solar / AC supply based IOT compatible electro magnetic flow meter capable to communicate/transmit data to MIS as well as local control room server of 150/200250/300/350 mm size for distribution network in different DMA and OHT main distribution line . |
| 160 | IOT based Electro magnetic flow meter capable to communicate/transmit data to MIS as well as local control room server of 150 mm size for tubewell. |
| 161 | SITC of solar supply / AC based diaphram operated dual solenoid control valve for flow / presssure / level controlling with controller / RTU PN 10/16, Bonnet- DI (GGG-50), tubing SS304, capable to transmit / communicate data to MIS as well as local control room server. For distribution network (2 nos for each DMA) |
| 162 | 200 mm size |
| 163 | For main distribution line 250 / 300/350 mm size for OHT |
| 164 | 139 cm (55 inches) 4K ultra HD smart LED with Dolby Audio resolution : 4K Ultra HD (3840 x 2160), Refresh Rate : 60 hertz display 4K Processore, HDR, Live colour, 4K X Reality Pro/equivalent |
| 165 | SCADA Software with Licence key and installation to existing server. |
| 166 | 1.5 Ton capacity AC for control room |
| 167 | IOT based Valve actuators (150 mm size) |
| 168 | IOT based Actuator panels. |
| 169 | Hard wired timer circuit for actuators |
| 170 | SITC of depth sensor for tubewell (upto 200 mt range) |
| 171 | Online PH/Chlorine/Turbidity/Floride/Water Quality etc. analyser with local display with data loger with 5G IOT integrated at each pump house and one number for tubewell. |
| 172 | CCTV camera with 2 MP, IP dome CCTV colour night vision, Dline 2 port POE switch full Giga, D link connector PVC box, complete wireless communication setup and 128 GB memory card. |
| 173 | Industrical type UPS of suitable capacity for control supply of automation |
| 174 | SITC of hydrostatic level transmitter with non vented presure senso, ultrasonic sensor cable and necessary accessories complete as per technical specification hydrostatic level transmitter should be capable of transmitting data to existing SCADA system and M&E portal. |
| 175 | Signal cabling between RTU/PLC and field instruments including screened/unscreened & control copper cable, etc complete in all respect |
| 176 | Installation and commissioning including all accessories. |
| 177 | 10 KW SOLAR POWER PLANT :-Solar Monocrystalline PV module minimum 535 Wp each |
| 178 | String invertor with power exporting facility to the grid having out put shall be 415 V AC, 50 H3, 3 Phase degree of protection IP-65 with self protective and self diagnositic features such as over voltage over current ( both input and output) over/under grid frequency, over temperature short curcuit, lightening, islanding and surge voltage. |
| 179 | Hot dipped Galvanised structure including SS nut bolts on the roof of tube well pump house ( Minimum 8 feet height above roof) complete with grouting by block made by cement concrete etc. |
| 180 | DCDB box between solar panels and the invertor containing DS SPD and DC MCB with fuse set complete. |
| 181 | ACDB box with protective devices for overload and short circuit in between invertor and AC side. |
| 182 | Copper bonded lightening arrestor. |
| 183 | 03 Nos.Chemical earthing complete with earth wire PVC pits etc as per IE rule. |
| 184 | Cabling work by copper two core AC cable and One core DC cable including HDPE conduit pipe for carrying the copper conductor. |
| 185 | Miscellenious work i.e meter testing and commissioning of transformer with fixing of 1.1KV power cable. |
| 186 | 11 KV bidirectional net metering complete as per UPCL guideline (connection 25 KW-75KW) with meter box (suitable for fixing of solar meter with CT ) and all accessories. |
| 187 | Fencing of 10 KW Solar Plant PVC |
| 188 | SILENT DG SETSupply of 82.5 KVA, 440 Volts Silent DG Set comprising of diesel engine Coupled with alternator mounted on a common base frame, complete with AMF Control panel , Fuel Tank, Battery & Leads, Silencer – Residential, AVM Pads, First Fill of Lube Oil, Acoustic Enclosure. |
| 189 | Testing of DG Set at manufacturer's / site of works . |
| 190 | S/F of Aluminum Armored cable 70 sqmm 3.5 core ( 50 mtrs for each) |
| 191 | S/F of GI Earthing (04 Nos. for each )complete in all respect |
| 192 | Travelling Trolly for above D.G Set (one number for each) |
| 193 | Four months stablization/trail run (operation and maintenance) of pumping plant and related works. |
| 194 | INTERNAL/EXTERNAL ELECTRIFICATION OF PUMP HOUSEWiring for light point, fan point etc. with 1.5 sq mm FR PVC insulated copper conductor single core cable in surface PVC conduit with piano type switch, phenolic laminated sheet, suitable size GI box, with earth wire of 1.5 sq mm FR PVC insulated copper conductor single core cable etc as required. |
| 195 | Wiring for circuit/sub main along with earth wire with the following size of FR PVC insulated copper conductor single core cable in surface PVC conduit as required. |
| 196 | 2x2.5 sq. mm + 1x2.5 sq. mm earth wire |
| 197 | 2x4 sq. mm + 1x4 sq. mm earth wire |
| 198 | Supply and fixing of metal box of 180 rnmx100mmx160 mm deep on surface with suitable size phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 amp and 15x16 amp socket outlet and 15/16 amp piano type switch, connections, painting etc as required. |
| 199 | Supply and fixing of following way S.P.N. sheet steel, MCB DB, 240 V on surface complete with copper bus bar, neutral bus bar, earth bar, inter connections including earthing etc as required. (But without MCB/RCCB/Isolator) |
| 200 | 6 Way double door , |
| 201 | Supply and fixing of 5 A to 32 A, 240 V, 10 KA, C serious MCB suitable for inductive load of following pole in the existing MCB DB complete with connection, testing etc as required. |
| 202 | Supply and fixing of double pole, 240 V, isolator in the existing MCB DB complete with connection, testing etc as required. |
| 203 | Supply and fixing of 20 W LED tube light complete in all respect (Bajaj/Philips OR Equivalent make) |
| 204 | Supply in fixing of LED external lighting luminaries with mounting bracket etc. complete. |
| 205 | O&M Works COST OF SCHEME (WITHOUT ELECTRICITY ) FOR 07 YEARS ZONE -1 TW-2NOS – including repairing & Maintenance pumping plant SCADA, Solar, Automation & all related works as per CPHEEO manual. |
| 206 | Operation, maintenance and mangement W/s System (Zone-1 During first Year ) |
| 207 | Operation, maintenance and mangement W/s System (Zone-1 During Second Year ) |
| 208 | Operation, maintenance and mangement W/s System (Zone-1 During Third Year ) |
| 209 | Operation, maintenance and mangement W/s System (Zone-1 During fourth Year ) |
| 210 | Operation, maintenance and mangement W/s System (Zone-1 During fifth Year ) |
| 211 | Operation, maintenance and mangement W/s System (Zone-1 During Sixth Year ) |
| 212 | Operation, maintenance and mangement W/s System (Zone-1 During Seventh Year ) |
| 213 | O&M Works COST OF SCHEME (WITHOUT ELECTRICITY ) FOR 07 YEARS ZONE -2 TW-2NOS - including repairing & Maintenance pumping plant SCADA, Solar, Automation & all related works as per CPHEEO manual. |
| 214 | Operation, maintenance and mangement W/s System (ZONE -2 During first Year ) |
| 215 | Operation, maintenance and mangement W/s System (ZONE -2 During Second Year ) |
| 216 | Operation, maintenance and mangement W/s System (ZONE -2 During Third Year ) |
| 217 | Operation, maintenance and mangement W/s System (ZONE -2 During fourth Year ) |
| 218 | Operation, maintenance and mangement W/s System (ZONE -2 During fifth Year ) |
| 219 | Operation, maintenance and mangement W/s System (ZONE -2 During Sixth Year ) |
| 220 | Operation, maintenance and mangement W/s System (ZONE -2 During Seventh Year ) |
| 221 | O&M Works COST OF SCHEME (WITHOUT ELECTRICITY ) FOR 07 YEARS ZONE -3 TW-3NOS - including repairing & Maintenance pumping plant SCADA, Solar, Automation & all related works as per CPHEEO manual. |
| 222 | Operation, maintenance and mangement W/s System (ZONE -3 During first Year ) |
| 223 | Operation, maintenance and mangement W/s System (ZONE -3 During Second Year ) |
| 224 | Operation, maintenance and mangement W/s System (ZONE -3 During Third Year ) |
| 225 | Operation, maintenance and mangement W/s System (ZONE -3 During fourth Year ) |
| 226 | Operation, maintenance and mangement W/s System (ZONE -3 During fifth Year ) |
| 227 | Operation, maintenance and mangement W/s System (ZONE -3 During Sixth Year ) |
| 228 | Operation, maintenance and mangement W/s System (ZONE -3 During Seventh Year ) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 16, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Oct 30, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 8 daysOct 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysNov 02, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 11 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender