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
29.90 Crore
Estimated cost
Bid Submission
30 Oct 2026
12 days left
EMD
54.90 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 Grant 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. |
| 2 | 1-OHT capacity - 450 KL |
| 3 | 2-OHT capacity - 550 KL |
| 4 | 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. (For 550KL ) |
| 5 | 1-OHT capacity - 550 KL |
| 6 | 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. |
| 7 | 150 mm dia |
| 8 | 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 |
| 9 | 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 |
| 10 | Constructing of masonry Chamber 90x90x100 cm inside for Sluice Valve Size as per design, 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 |
| 11 | 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 |
| 12 | 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 |
| 13 | 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 as per Design and Drawings, all complete. |
| 14 | 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 |
| 15 | 150mm dia |
| 16 | Proving and laying D.I double chambered restrained joints specials.class k-12 IS 9523/2000 |
| 17 | 150mm dia |
| 18 | 11.25 degree |
| 19 | 22.5 degree |
| 20 | 45.0 degree |
| 21 | 90.0 degree |
| 22 | 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 |
| 23 | 200 mm |
| 24 | 250 mm |
| 25 | 300 mm |
| 26 | Providing and laying D.I specials of class K-12 (@ 5% of pipe weight) |
| 27 | 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 |
| 28 | 65 mm |
| 29 | 80 mm |
| 30 | 100 mm |
| 31 | 125 mm |
| 32 | 200 mm |
| 33 | 250 mm |
| 34 | 300 mm |
| 35 | 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 |
| 36 | 80 mm |
| 37 | 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 |
| 38 | 250mm dia |
| 39 | 300 mm dia |
| 40 | P/F Fire Hydrant Valve Confirming to IS:5290 (Flanged) in position including all material, labourer, T&P etc complete. |
| 41 | 80 mm dia. |
| 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 | 150 mm |
| 44 | 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 |
| 45 | 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 |
| 46 | 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.P.C.C.1:1.5:3 in top |
| 47 | 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 |
| 48 | 63 mm |
| 49 | 75 mm |
| 50 | 90 mm |
| 51 | 110 mm |
| 52 | 140 mm |
| 53 | 160 mm |
| 54 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.Sand Boxing for HDPE Pipe |
| 55 | 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 andstacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 56 | 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 By Manual means- Cement Concrete |
| 57 | 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). |
| 58 | 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. |
| 59 | Demolishing dry brick pitching in floors, drains etc. including stacking of serviceable material and disposal of unserviceable material within50 metres lead : |
| 60 | Dry brick pitching half brick thick in drains including supply of bricks and preparing the surface complete : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 61 | 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. |
| 62 | 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) |
| 63 | 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) |
| 64 | Providing Fixing of Plug for House Service Connections |
| 65 | 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. |
| 66 | 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 |
| 67 | 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. |
| 68 | 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. |
| 69 | P/F AMR Compatiable Class-B Water Meter as per 779-1994 or ISO 4064-2005, inferential type multijet, magnetically coupled having dry dial brass bronze body, copper cane/ stainless steel register with 5 mm thick glass dialer with connecting pieces etc complete. |
| 70 | DN15mm |
| 71 | Providing of Check Valves before Consumer Meter. |
| 72 | Provide necessary T&P and cutting of following nominal dia of G.I. pipes including threading, shaping and finishing the ends |
| 73 | 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 |
| 74 | 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. |
| 75 | GIS mapping of House Service Connections. |
| 76 | Environmental, Social, Health and Safety Compliances as per Act/ bylaws/ Norms/ Rules/ Statutory provisions and as mentioned in the Bid Document. |
| 77 | Tube well construction works as per site requirement :- |
| 78 | 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. |
| 79 | Errection and Leveling of Rig Machine and barricading at site of work |
| 80 | Dismantling of Rig Machine & Clearance of site after satisfactory completion of work. |
| 81 | Drilling of borehole from GL to required depth with final reaming of 630 mm dia complete (detail as per site requirement) |
| 82 | Supply & Lowering of 300 mm dia MS ERW fincut 7.9 mm thick Plain pipe including cutting, welding as per site requirement complete with T&P etc. |
| 83 | Supply & Lowering of 300 mm dia MS ERW fincut 7.9 mm thick Slotted pipe |
| 84 | Supply & fixing of 300 mm dia, 8 mm thick tubewell cap. |
| 85 | Supply & fixing of 300 mm dia M.S.D.I housing clamp and Girder Set. |
| 86 | Supply & fixing of 300 mm dia Bail plug. |
| 87 | Supply & Shrouding of Pea gravel in between bore & tubewell assembly to the entire depth of tubewell. |
| 88 | Development of tubewell by 350 PSI/1100 CFM Air compressor. |
| 89 | Development of tubewell by the suitable capacity O.P unit including supply & installation of pumping plant. |
| 90 | Geohydrological survey of site by resistivity method |
| 91 | Chemical & bacteriological testing of water sample |
| 92 | SITC of pumping plant and electro Mechanical work as per site requirement |
| 93 | Submersible pump-set of 1050 lpm head 150 Mt |
| 94 | Starter VFD suitable for above pumping plant |
| 95 | Submersible pump-set of 950 lpm head 165 Mt |
| 96 | Starter VFD suitable for above pumping plant |
| 97 | Submersible pump-set of 900 lpm head 150 Mt |
| 98 | Starter VFD suitable for above pumping plant |
| 99 | 16 Sq. mm PVC insulated 3- core submersible cable. |
| 100 | 25 Sq. mm PVC insulated 3- core submersible cable. |
| 101 | Main MCCB (125 Amp.) panel |
| 102 | Main MCCB (160 Amp.) panel |
| 103 | Change over switch (125 Amp) |
| 104 | Change over switch (160 Amp) |
| 105 | Jointing material |
| 106 | GI Earthing / chemical earthing of electrical equipment |
| 107 | Pressure gauge range 0-10 kg/cm2 |
| 108 | 100 mm dia MS column pipe assembly having thickness 5.4 mm both ends threaded duly socketed / flanged etc. complete |
| 109 | 100 mm dia C.I. D/F sluice valve with hand wheel PN-1.0 |
| 110 | 100 mm dia C.I. D/F Reflux valve PN-1.0 |
| 111 | 100 mm dia specials |
| 112 | 150 mm dia MS column pipe assembly having thickness 7.1 mm both ends threaded duly socketed / both end flanged etc. complete. |
| 113 | 150 mm dia C.I. D/F sluice valve with hand wheel PN-1.0 |
| 114 | 150 mm dia C.I. D/F Reflux valve PN-1.0 |
| 115 | 150 mm dia specials |
| 116 | Rubber resistance sheet |
| 117 | Automatic chlorine dosing system (01 W + 01 S) |
| 118 | Chlorine testing kit |
| 119 | Supply of Sodium hypo-chloride (Naocl) solution.for six months trial and testing period. |
| 120 | Testing of pumping plants at site |
| 121 | Testing of pumps and servo voltage stabilizer at works. |
| 122 | Painting of pumping plant |
| 123 | Servo voltage Stabliser 160 KVA |
| 124 | SITC of 3 phase rolling contact Servo voltage Stabliser indoor type (voltage range 280-460 V) 125 KVA |
| 125 | 95 sq. mm Al. conductor 3.5 core armoured cable. |
| 126 | 70 sq. mm Al. conductor 3.5 core armoured cable. |
| 127 | Trial & Testing of Pumping plant |
| 128 | Wiring for light point, fan point |
| 129 | Wiring for circuit/submain alongwith earth wire with the 2x2.5 sq. mm + 1x2.5 sq. mm |
| 130 | Wiring for circuit/submain alongwith earth wire with the 2x4 sq. mm + 1x4 sq. mm earth wire |
| 131 | Supply and fixing of metal box of 180 mmx100mmx160 mm |
| 132 | Supply and fixing of 6 Way double door way S.P.N. |
| 133 | Supply and fixing of 5 A to 32 A, 240 V, 10 KA |
| 134 | Supply and fixing of double pole, 240 V |
| 135 | Supply and fixing of 20 W LED tubelight |
| 136 | Supply in fixing of LED external lighting luminaires |
| 137 | SITC of MCS |
| 138 | GI Earthing / chemical earthing for MCS room |
| 139 | Online UPS for MCS |
| 140 | Signal cabling between RTU/PLC and field instruments |
| 141 | SITC of 250 mm solenoid control valve |
| 142 | SITC of 300 mm solenoid control valve |
| 143 | SITC of 200 mm size electro magnetic bulk flow meter |
| 144 | SITC of 250 mm size electro magnetic bulk flow meter |
| 145 | SITC of pressure transmitter for DMA |
| 146 | SITC of ultrasonic/ radar type level transmitter for OHT |
| 147 | Provision for data transmission etc. |
| 148 | On grid 10 KW solar plant (detail as per site requirement) |
| 149 | Ground water recharging system (detail as per site requirement) |
| 150 | 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. |
| 151 | PLC-based automation panel / RTU panel |
| 152 | Actuator control panel |
| 153 | IOT based Pressure transmitter |
| 154 | IOT based Electro magnetic flow meter 100 mm size inside the TW |
| 155 | IOT based Electro magnetic flow meter 150 mm size inside the TW |
| 156 | IOT based valve actuator 100 mm size |
| 157 | IOT based valve actuator 150 mm size |
| 158 | SITC of hydrostatic level transmitter |
| 159 | IOT based turbidity sensor |
| 160 | IOT based online pH and TDS |
| 161 | CCTV camera for pump house |
| 162 | CCTV camera for MCS room |
| 163 | Online UPS for tubewell |
| 164 | TRIAL AND TESTING |
| 165 | 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 |
| 166 | Trial & Testing of all electro- mechanical works |
| 167 | 7 Years O&M - Civil Work |
| 168 | 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 |
| 169 | O&M Cost for 1st Yr. |
| 170 | O&M Cost for 2nd Yr. |
| 171 | O&M Cost for 3rd Yr. |
| 172 | O&M Cost for 4th Yr. |
| 173 | O&M Cost for 5th Yr. |
| 174 | O&M Cost for 6tht Yr. |
| 175 | O&M Cost for 7tht Yr. |
| 176 | 7 Years O&M - E&M |
| 177 | Providing comprehensive Operation & Maintenance (O&M) of complete electromechanical equipments installed under Ranipokhri Grant 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. |
| 178 | 1st Year O&M cost |
| 179 | 2nd Year O&M cost |
| 180 | 3rd Year O&M cost |
| 181 | 4th Year O&M cost |
| 182 | 5th Year O&M cost |
| 183 | 6th Year O&M cost |
| 184 | 7th Year O&M cost |
| 185 | Operation & Maintenance of existing pipe line network including repair and maintenance of existing structure,water quality testing, leakage rectification, resolving all complaints etc including all complete for Civil Work.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. |
| 186 | Operation & Maintenance of existing pipe line network including repair and maintenance of existing structure,water quality testing, leakage rectification, resolving all complaints etc including all complete for E&M Work. 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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