Tender For Survey, Design, Construction & O&M Of Water Supply Scheme Consisting Of Supplying & Laying, Jointing & Testing Of Rising Mains, Supply Mains, Distribution Lines, Construction Of Over Head Tank, Building Works, Providing House Service Conne
Tender Value
19.42 Crore
Estimated cost
Bid Submission
30 Oct 2026
12 days left
EMD
38.84 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
Dehradun → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Survey, Design, Construction & O&M Of Water Supply Scheme Consisting Of Supplying & Laying, Jointing & Testing Of Rising Mains, Supply Mains, Distribution Lines, Construction Of Over Head Tank, Building Works, Providing House Service Connections Along With Supply & Fixing Of Mechanical Water Meters, Drilling And Development Of Tubewells, Supply Installation Testing and Commissioning of Pumping Plants, Automation Works, Revenue Collection Through Departmental Portal And All Other Appurtenant Works Including Civil & Electro-Mechanical Works Specified In The Bid Document Including Supply Of All Materials, Labour, T&P Etc. Required For Proper Completion Of Work With 07 Year Operation & Maintenance Period (Proposed Works + Existing System), Complete In All Respect For Rani Pokhari Mauja Water Supply Scheme Block Doiwala District Dehradun, Under World Bank Funded Uttarakhand Efficient Water Supply Programme (Ewsp).
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 16-Oct-2026 | Corrigendum for change in Dates | Date | 30-Oct-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Supply of all Materials , Labours ,T&P etc. and Construction of RCC O.H.T of following capacities (In Kiloliters) and 12m. Staging with 1.00m wide RCC staircase from G.L. to balcony and from balcony to Top Dome 1m x 1m RCC landing at suitable locations and railed with 3 rows of 20mm dia. G.I. (M) pipe on 65x65x5mm angle iron posts fixed with ladder, top to the floor inside of the tank. M.S. M.H. cover with loacking arrangement, lightning conductor as per electricity rules, water level indicator, supply and fixing of outlet, inlet, overflow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting on tank body, vertical pipe, ladder M.S M.H. cover , ventilator column etc. Complete with approved water proofing ( apex)/ enamal paint, testing, filling water for testing purpose etc. including supply of verticle pipes and specials assuming bearing capacity as 8MT/M2 staging 12.00 meter.OHT capacity - 350 KL |
| 2 | Additional rates for staging per meter height beyond 12 m height including cost of all material, labour, shuttering, scaffolding T&P complete for following capacity (In Kiloliters) Over Head Tanks.350 KL |
| 3 | Excavation of earth for pipe line in soil mixed with shingle ,bajri, and boulder strata lift up to 1.5 m. lead up to 30m. Including reffiling, watering, remaining lf excavated earth into the trenches and removal of surplus earth up to a distance of 60m from trenches including supply of labour T&P etc. all complete. |
| 4 | Dismantling of Flexible PavementsDismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 - By Mechanical Means for bituminous road |
| 5 | Dismantling 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 : Water bound macadam road |
| 6 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.By Mechanical Means - Cement Concrete |
| 7 | Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202- Cement Concrete . by Mannual Means - Cement Concrete |
| 8 | 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. |
| 9 | 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. |
| 10 | P/L Double Chambered Ductile Iron Pipes Restrained Joint of class K-9 with true to alignment & jointing of full lenth including supply of packing confirming to IS:1982-1985 with testing of pipe line complete |
| 11 | 100mm dia |
| 12 | 150mm dia |
| 13 | Providing of 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 complete.D.I. PIPE CONFORMING TO IS : 8329/2000D.I. Pipe S&S K-7 |
| 14 | 200 mm |
| 15 | Providing and laying D.I specials of class K-12 (@ 5% of pipe weight) |
| 16 | Proving and laying D.I double chambered restrained joints specials.class k-12 IS 9523/2000 |
| 17 | 100mm dia |
| 18 | 11.25 degree |
| 19 | 22.5 degree |
| 20 | 45.0 degree |
| 21 | 90.0 degree |
| 22 | 150mm dia |
| 23 | 11.25 degree |
| 24 | 22.5 degree |
| 25 | 45.0 degree |
| 26 | 90.0 degree |
| 27 | Providing, Lowering into trenches with true to alignment, Laying & Jointing of full lenghts of HDPE Pipes of specified grade as per IS:4984-1995 and specifications, with testing of pipe line including supply of jointing materials.HDPE PE 100 PN 6 |
| 28 | 63 mm |
| 29 | 75 mm |
| 30 | 90 mm |
| 31 | 110 mm |
| 32 | 140 mm |
| 33 | 160 mm |
| 34 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.Sand Boxing for HDPE Pipe |
| 35 | 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 |
| 36 | 100 mm |
| 37 | 125 mm |
| 38 | 150 mm |
| 39 | 200 mm |
| 40 | 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. C.I. Double Acting Air Valve PN 16 |
| 41 | 100 mm |
| 42 | 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 16 ( Kirloskar or equivalent) |
| 43 | 125mm dia |
| 44 | 200 mmdia |
| 45 | P/F Fire Hydrant Valve Confirming to IS:5290 (Flanged) in position including all material, labourer, T&P etc complete. |
| 46 | 80 mm dia. |
| 47 | 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. C.I. Double Acting Air Valve PN 16 |
| 48 | 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 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.(non modar) bricks of class designation 7.5 |
| 49 | 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 |
| 50 | 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 |
| 51 | Supply of all Materials, Labours, T&P etc.and Construct a Pump House With Size (3.6 m x 3.0 m with 1.2 m wide verandah) along with operator room with size (4.3m x 3.0m) and W.C and septic tank, soak pit as per Design and Drawings, all complete. |
| 52 | Supply of all labour, materials, and T&P etc. and construct boundary wall 2.1 mtr high at proposed water works site (including excavation, PCC 1:4:8 as base concrete, RCC 1:1.5:3 pillers of 460X460 size and 3.0 mtr center to center and plinth bean Centring, Shuttering, brick work 1:6, 12mm thick plaster in 1:6 , finishing of walls with acrylic smooth exterior paint) as per direction of engineer in charge all complete. |
| 53 | Supply of all labour, materials, and T&P etc and poivide 3.6m wide M.S. gate with pillars including excavation, PC 1:4:8, brick work 1:6,RCC 1:1.5:3, reinforcement steel, structural steel work, Plaster 1:6, Gl pipe fitting works and sliding shutter with framework 40*40*6 mm angle iron, braces, MS guesset plates, 25mm dia pulley,40*40*6mm angle and Tiron guide at top and bottom etc as per direction of in charge |
| 54 | Supply of all Materials, Labours, T&P etc.and Construct a Grievance Redressal and Bill collection center with size 6.78mX6.3m as per design and drawing all complete. |
| 55 | Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with sand, with common burnt clay non modular bricks. |
| 56 | 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 Clause 802, 803, 1202 & 1203P.C.C.1:4:8 in base |
| 57 | Cement Concrete (PCC M-30) 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-30, 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 gradeas per drawings and technical specifications. |
| 58 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including50 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). |
| 59 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. |
| 60 | Provinding,laying & jointing House Service Connection from old water line to new water line (from main line to consumer end upto 6m G.I medium 15mm dia) including excavation,Clamp saddles should be Non corrosive Engineering Plastic body moulded with Stainless steel threaded metal insert for tapping outlet,brass ferrule with C.I. mouth cover including boring and tapping the main, PTMT bib cock of approved quality and colour,S.S Flow control NRV, 15mm nominal bore,make it functional in all respect as per direction engineer -in-charge (old existing connection) |
| 61 | Provinding,laying & jointing House Service Connection from old water line to new water line (from main line to consumer end upto 8m G.I medium 15mm dia) including excavation,Clamp saddles should be Non corrosive Engineering Plastic body moulded with Stainless steel threaded metal insert for tapping outlet,brass ferrule with C.I. mouth cover including boring and tapping the main, PTMT bib cock of approved quality and colour,S.S Flow control NRV, 15mm nominal bore,make it functional in all respect as per direction engineer -in-charge (old existing connection) |
| 62 | Providing Fixing of Plug for House Service Connections |
| 63 | P/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 ,labour, T& P etc complete. |
| 64 | DN15mm |
| 65 | Providing of Check Valves before Consumer Meter. |
| 66 | Provide necessary T&P and cutting of following nominal dia of G.I. pipes including threading, shaping and finishing the ends (15mm to 25mm dia) |
| 67 | 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 |
| 68 | 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. |
| 69 | GIS mapping of House Service Connections. |
| 70 | Environment ,social ,health and safey compliances as per Act bylaws,Norms,Rules/statutory provisions and as mentioned an Bid documents management |
| 71 | Tube well construction works as per site requirement :- |
| 72 | Transportation of Rig Machine, Air compressor O.P unit camp equipages, connected T&P & necessary material required for drilling up to site of work, including loading, unloading etc. complete. |
| 73 | Errection and Leveling of Rig Machine and barricading at site of work |
| 74 | Dismantling of Rig Machine & Clearance of site after satisfactory completion of work. |
| 75 | Drilling of borehole from GL to 230 mtr. BGL |
| 76 | Supply & Lowering of 300 mm dia MS ERW fincut 7.9 mm thick Plain pipe |
| 77 | Supply & Lowering of 300 mm dia MS ERW fincut 7.9 mm thick Slotted pipe |
| 78 | Supply & fixing of 300 mm dia, 8 mm thick tubewell cap. |
| 79 | Supply & fixing of 300 mm dia M.S.D.I housing clamp and Girder Set. |
| 80 | Supply & fixing of 300 mm dia Bail plug. |
| 81 | Supply & Shrouding of Pea gravel in between bore & tubewell assembly to the entire depth of tubewell. ( Qty taken as per sheet attached ) |
| 82 | Development of tubewell by 350 PSI/1100 CFM Air compressor. ( Qty taken as per sheet attached ) |
| 83 | Development of tubewell by the suitable capacity O.P unit including supply & installation of pumping plant. ( Qty taken as per sheet attached ) |
| 84 | Geohydrological survey of site by resistivity method |
| 85 | Chemical & bacteriological testing of water sample as per IS :105000:2012 |
| 86 | SITC of pumping plant and electro mechanical works |
| 87 | Submersible pump-set of 600 lpm, 175 Mtr. Head |
| 88 | Starter VFD panel suitable for above pumping plant |
| 89 | Submersible pump-set of 600 lpm, 235 Mtr. Head |
| 90 | Starter VFD panel suitable for above pumping plant |
| 91 | Submersible pump-set of 700 lpm, 165 Mtr. Head |
| 92 | Starter VFD panel suitable for above pumping plant |
| 93 | 16 Sq. mm submersible cable. |
| 94 | 25 Sq. mm submersible cable. |
| 95 | Main MCCB 100 Amp. |
| 96 | Main MCCB 125 Amp. |
| 97 | Main MCCB 160 Amp. |
| 98 | Change over switch (100 Amp) |
| 99 | Change over switch (125 Amp) |
| 100 | Change over switch (160 Amp) |
| 101 | Jointing material |
| 102 | GI Earthing / chemical earthing for pumping plant |
| 103 | GI Earthing / chemical earthing for MCS |
| 104 | 100 mm dial pressure gauge range 0-10 kg/cm2 |
| 105 | 100 mm dia MS column pipe assembly having thickness 5.4 mm both ends threaded duly socketed / flanged etc. complete |
| 106 | 100 mm dia C.I. D/F sluice valve with hand wheel PN-1.0 |
| 107 | 100 mm dia C.I. D/F Reflux valve PN-1.0 |
| 108 | 100 mm dia specials |
| 109 | Rubber resistance sheet |
| 110 | Automatic chlorine dosing system (01 W + 01 S) |
| 111 | Chlorine testing kit |
| 112 | Supply of Sodium hypo-chloride (Naocl) solution for six months trial |
| 113 | Testing of pumping plants against guaranteed figures of Schedule 'E'at site |
| 114 | Testing of pumps and servo voltage stabilizer at works. |
| 115 | Painting |
| 116 | Servo voltage Stabliser 100 KVA |
| 117 | Servo voltage Stabliser 160 KVA |
| 118 | Servo voltage Stabliser 125 KVA |
| 119 | 95 sq. mm Al. conductor 3.5 core armoured cable. |
| 120 | 70 sq. mm Al. conductor 3.5 core armoured cable. |
| 121 | 50 sq. mm Al. conductor 3.5 core armoured cable. |
| 122 | Trial & Testing of Pumping plant for 06 months |
| 123 | Unforeseen items such as caution board, danger plate, rubber gloves, rubber shoes, tool box and fencing of servo voltage stabilizer and double pole structure with inspection by Electrical inspector etc. complete. |
| 124 | PLC-based automation panel |
| 125 | Actuator control panel |
| 126 | IOT based Pressure transmitter inside the pump house capable |
| 127 | IOT based Electro magnetic flow meter for 100 mm size inside the TW |
| 128 | IOT based valve actuator 100 mm size |
| 129 | SITC of hydrostatic level transmitter |
| 130 | IOT based turbidity 7 chlorine sensor |
| 131 | IOT based online pH and TDS analyser |
| 132 | CCTV camera for pump house |
| 133 | CCTV camera at MCS room |
| 134 | Online UPS of 2 Kva for automation of tubewell |
| 135 | Online UPS of 2 Kva for MCS room |
| 136 | Signal cabling between RTU/PLC and field instruments |
| 137 | SITC of 110 dual solenoid control valve |
| 138 | SITC of 150 dual solenoid control valve |
| 139 | SITC of 200 dual solenoid control valve |
| 140 | SITC of 110 mm soze Electro magnetic bulk flow meter |
| 141 | SITC of 150 mm soze Electro magnetic bulk flow meter |
| 142 | SITC of pressure transmitter for DMA |
| 143 | SITC of ultrasonic/ radar type level transmitter |
| 144 | SITC of MCS room |
| 145 | Provision for data transmission data etc. |
| 146 | Wiring for light point, fan point etc. |
| 147 | Wiring for circuit/submain alongwith earth wire with the 2x2.5 sq. mm + 1x2.5 sq. mm |
| 148 | Wiring for circuit/submain alongwith earth wire with the 2x4 sq. mm + 1x4 sq. mm |
| 149 | Supply and fixing of metal box of 180 mmx100mmx160 mm |
| 150 | Supply and fixing of 6 Way double door way |
| 151 | Supply and fixing of 5 A to 32 A, 240 V, 10 KA, |
| 152 | Supply and fixing of double pole, 240 V, isolator |
| 153 | Supply and fixing of 20 W LED tubelight |
| 154 | Supply in fixing of LED external lighting |
| 155 | On grid 10 KW solar plant |
| 156 | Ground water recharging |
| 157 | TRIAL AND TESTING |
| 158 | Trial and Run -Operation & Maintenance for a period of 4 months including repair and maintenance , staff, chemicals, laboratory water quality test and incentives for O&M agency all complete for all newly constructed water supply scheme along with existing infrastructure,which will be retent and part of completed scheme for future operation and maintaince as whole. the wholestic water supply system complete in all respect as per direction of engineer in charge |
| 159 | Trial and testing of all electro-mechanical works |
| 160 | 7 years O&M |
| 161 | 7 years O&M -Civil work -Operation & Maintenance for a period of 7 Years (For Civil Part) including repair and maintenance , staff, chemicals, laboratory water quality test and incentives for O&M agency all complete for all newly constructed water supply scheme along with existing infrastructure,which will be retent and part of completed scheme for future operation and maintaince as whole. the wholestic water supply system complete in all respect as per direction of engineer in charge |
| 162 | O&M Cost for 1st Yr. |
| 163 | O&M Cost for 2nd Yr. |
| 164 | O&M Cost for 3rd Yr. |
| 165 | O&M Cost for 4th Yr. |
| 166 | O&M Cost for 5th Yr. |
| 167 | O&M Cost for 6tht Yr. |
| 168 | O&M Cost for 7tht Yr. |
| 169 | 7 Years O&M - E&M |
| 170 | Providing comprehensive Operation & Maintenance (O&M) of complete electromechanical equipments installed under Ranipokhri Mauja water supply scheme including all tubewells, submersible pump set, motors, VFD panels, flow meters, MCS, PLC/SCADA, instrumentation and allied equipment complete, including operation, preventive and breakdown repair, maintenance, manpower, spare, consumables, periodically safety audit, caliberation of equipments, tools & tackles, testing and all incidental works, excluding diesel and electricity cost, complete in all respects as directed by Engineer-in-Charge. |
| 171 | 1st Year O&M cost for all installed electro mechanical equipment complete |
| 172 | 2nd Year O&M cost for all installed electro mechanical equipment complete |
| 173 | 3rd Year O&M cost for all installed electro mechanical equipment complete |
| 174 | 4th Year O&M cost for all installed electro mechanical equipment complete |
| 175 | 5th Year O&M cost for all installed electro mechanical equipment complete |
| 176 | 6th Year O&M cost for all installed electro mechanical equipment complete |
| 177 | 7th Year O&M cost for all installed electro mechanical equipment complete |
| 178 | Existing O & M during capax period including trail & run- Civil Work .Operation & Maintenance of existing water supply system including repair and maintenance of existing structure,maintain water quality throught chlorination and assurance through water testing, leakage rectification, resolving all complaints,providing water tankers during sceracity of water/no water, complaints bill distribution,revenue collection by deployment of revenue officers,assurence of safty measure througt deployment of chokidar etc.complete in all respect. The scope of work during execution of phase 1 & phase 2 (capax work ) will be simillar to O & M work mentioned in bid document after capax period i.e for phase 3 except the water supply perameter . How ever the deployment of man powar for O & M of existing system during phase 1 and phase 2 of project will be as per specification section vii of bid documents.The water supply perameter shall be as per existing norms of water supply scheme. |
| 179 | O&M of Existing Scheme- O&M cost of all electro mechanical works of existing system of the scheme during construction period (without electricity) complete including all tubewells, submersible pump set, motors, starter panels, flow meters, MCS, PLC/SCADA, instrumentation and allied equipment complete, including operation, preventive and breakdown repair, maintenance, manpower, spare, consumables, tools & tackles, all incidential works, excluding diesel and electricity cost, complete in all respects as directed by Engineer-in-Charge. 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 · 12 daysOct 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysNov 02, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 15 daysTender Documents
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