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
95.19 Crore
Estimated cost
Bid Submission
30 Oct 2026
12 days left
EMD
1.20 Crore
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 Selaqui Water Supply Scheme Block Sahaspur 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 | OHT capacity - 250 KL, (Zone 1) |
| 3 | OHT capacity - 1400 KL, (Zone 6) |
| 4 | OHT capacity - 700 KL, (Zone 4) |
| 5 | OHT capacity - 1050 KL, (Zone 5) |
| 6 | OHT capacity - 1750 KL, (Zone 6) |
| 7 | 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. |
| 8 | OHT capacity - 250 KL, Staging - 23 m (Zone 1) |
| 9 | OHT capacity - 1400 KL, Staging - 21 m (Zone 2) |
| 10 | OHT capacity - 700 KL, Staging - 16 m (Zone 4) |
| 11 | OHT capacity - 1050 KL, Staging - 24 m (Zone 5) |
| 12 | OHT capacity - 1750 KL, Staging - 23 m (Zone 6) |
| 13 | 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. |
| 14 | Dismantling 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 manually / Mechanical Means for bituminous road including supply of all labour ,material T&P etc n all complete |
| 15 | 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 including supply of all labour ,material T&P etc all complete |
| 16 | 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 |
| 17 | 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 manual means. |
| 18 | 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. |
| 19 | 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. |
| 20 | P/L Double Chambered Ductile Iron Pipes Restrainted Joint of class K-9 with true to alignment & Jointing of full length including supply of packing confirming to IS 5382-1985 with testing of pipe complete |
| 21 | 100 mm dia. |
| 22 | 150 mm dia. |
| 23 | 200 mm dia. |
| 24 | Providing and laying D.I double chambered restrained joints specials, class K-12 IS 9523/2000 |
| 25 | A-100 mm dia. |
| 26 | 11.25 degree bend |
| 27 | 22.50 degree bend |
| 28 | 45.00 degree bend |
| 29 | 90.00 degree bend |
| 30 | B-150 mm dia. |
| 31 | 11.250 degree bend |
| 32 | 22.50 degree bend |
| 33 | 45.00 degree bend |
| 34 | 90.00 degree bend |
| 35 | C-200 mm dia. |
| 36 | 11.250 degree bend |
| 37 | 22.50 degree bend |
| 38 | 45.00 degree bend |
| 39 | 90.00 degree bend |
| 40 | 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 |
| 41 | 150 mm |
| 42 | 200 mm |
| 43 | 250 mm |
| 44 | 300 mm |
| 45 | 350 mm |
| 46 | 400 mm |
| 47 | 450 mm |
| 48 | Providing and laying D.I specials of class K-12 (@ 5% of pipe weight) |
| 49 | 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 |
| 50 | 110 mm |
| 51 | 140 mm |
| 52 | 160 mm |
| 53 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.Sand Boxing for HDPE Pipe |
| 54 | 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 |
| 55 | 100 mm |
| 56 | 125 mm |
| 57 | 150 mm |
| 58 | 200 mm |
| 59 | 250 mm |
| 60 | 300 mm |
| 61 | 350 mm |
| 62 | 400 mm |
| 63 | 450 mm |
| 64 | 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 |
| 65 | 150 mm |
| 66 | 200 mm |
| 67 | 250 mm |
| 68 | 300 mm |
| 69 | 350 mm |
| 70 | 400 mm |
| 71 | 450 mm |
| 72 | Supplying and fixing of following sizes of DI Pressure Reducing Valve 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. |
| 73 | 100 mm |
| 74 | 125 mm |
| 75 | 150 mm |
| 76 | 200 mm |
| 77 | 250 mm |
| 78 | 300 mm |
| 79 | 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 |
| 80 | 50 mm |
| 81 | 80 mm |
| 82 | P/F Fire Hydrant Valve Confirming to IS:5290 (Flanged) in position including all material, labourer, T&P etc complete. |
| 83 | 80 mm dia. |
| 84 | 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 including supply of all labour ,material T&P etc as per type design all complete |
| 85 | 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 including all labour material T&P etc as per type design all complete |
| 86 | 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 |
| 87 | Supply of all Materials, Labours, T&P etc. and Construct a Pump House With Size (3.50 m x 3.0 m) Along with Operator Room with size (4.3 m x 3.0 m) and W.C. as per Design and Drawings, all complete. |
| 88 | 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,Centring, Shuttering, brick work 1:6, 12mm thick plaster in 1:6 , finishing of walls with acrylic smooth exterior paint) as per type design & direction of engineer in charge all complete. |
| 89 | Supply of all labour, materials, and T&P etc and poivide 3.6 m wide M.S. gate with RCC pillars including excavation, PCC 1:4:8, brick work 1:6,RCC 1:1.5:3 460X460 mm, reinforcement steel, structural steel work, Plaster 1:6, conduit GI pipe fitting works and sliding shutter with framework 40*40*6 mm angle iron,steel work welded in builtup section, braces, MS guesset plates, 25 mm dia pulley,40*40*6 mm angle and T iron guide at top and bottom etc as per direction of engineer in charge all complete. |
| 90 | 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. |
| 91 | 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 |
| 92 | Cement Concrete (PCC M-30) Pavement:Constructionof Un-reinforced,Cement concretepavement, thicknessasperdesign,overaprepearedsubbasewith43gradecementoranyothertypePCCGradeM-30,coarseandfineaggregatesconformingtoIS:383,maximumsizeof coarseaggregatenot exceeding25mm,mixed inaconcretemixer of not less then0.2cumcapacityandappropriateweighbatcherusingapprovedmixdesign, laid inapprovedfixedsideformwork(Steelchannel, layingandfixingofwedges,steelplates includinglevellingtheformwork,asperdrawing),spreadingtheconcretewithshovels, rakes,compacted using needle, and plate vibrators, finished in continuousoperationandcuringofconcreteslabsfor14days,usingcuringcompoundwherespecifiedandwater finishingtolinesandgradeasperdrawingsandtechnical specifications. |
| 93 | 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). |
| 94 | 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. |
| 95 | Provinding,laying & jointing House Service Connection from old water line to new water line ( from main line to consumer end upto 6m GI medium 15mm dia pipe )including excavation, clamp saddles should be non corrosive engineering plaster body moulded with stainless steel threaded metal insert for tapping outlet ,brass ferrule with I mouth cover including boring and tapping the main, PTMT bib cok of approved quality and colour,SS flow control NRV 15mm nominal bore and make it functional in all respect as per direction of engineer -in-charge (old existing connection) |
| 96 | Provinding,laying & jointing House Service Connection from new water line and ( from main line to consumer end upto 8m GI medium 15mm dia pipe )including excavation, clamp saddles should be non corrosive engineering plaster body moulded with stainless steel threaded metal insert for tapping outlet ,brass ferrule with CI mouth cover including boring and tapping the main, PTMT bib cok of approved quality and colour,SS flow control NRV 15mm nominal bore and make it functional in all respect as per direction of engineer -in-charge (new connection) |
| 97 | Providing Fixing of Plug for House Service Connections |
| 98 | 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 |
| 99 | DN15mm |
| 100 | Providing of Check Valves (Horizontal) before Consumer Meter. |
| 101 | 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) |
| 102 | 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 |
| 103 | Construction of K C Drain to Recharge Pit |
| 104 | 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. |
| 105 | GIS mapping of House Service Connections. |
| 106 | Environment, social health and safety compliances as per act , bylaws, norms, rules/statutory provisions and as mentioned and bid documents management. |
| 107 | Tube well construction works as per site requirement :- |
| 108 | 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. |
| 109 | Errection and Leveling of Rig Machine and barricading at site of work |
| 110 | Dismantling of Rig Machine & Clearance of site after satisfactory completion of work. |
| 111 | Drilling of borehole from GL to 150 mtr. BGL with a final reaming of 600 mm dia complete |
| 112 | Supply & Lowering of 300 mm dia MS ERW fincut 7.9 mm thick Plain pipe including cutting, welding as required at site complete with all T&P required . |
| 113 | Supply & Lowering of 300 mm dia MS ERW fincut 7.9 mm thick Slotted pipe including cutting, welding as required at site complete with all T&P required. |
| 114 | Supply & fixing of 300 mm dia, 8 mm thick tubewell cap. |
| 115 | Supply & fixing of 300 mm dia M.S.D.I housing clamp and Girder Set. |
| 116 | Supply & fixing of 300 mm dia Bail plug as per IS. |
| 117 | Supply & Shrouding of Pea gravel in between bore & tubewell assembly to the entire depth of tubewell. |
| 118 | Development of tubewell by 350 PSI/1100 CFM Air compressor. |
| 119 | Development of tubewell by the suitable capacity O.P unit including supply & installation of pumping plant. |
| 120 | Geohydrological survey of site by resistivity method |
| 121 | Chemical & bacteriological testing of water sample as per IS :105000:2012 |
| 122 | SITC of pumping plant as per site requirement :- |
| 123 | Submersible pump set of 550 LPM, 120 M head |
| 124 | Starter VFD panel suitable for above pumping plant |
| 125 | Submersible pump set of 1550 LPM, 100 M head |
| 126 | Starter VFD panel suitable for above pumping plant |
| 127 | Submersible pump set of 1550 LPM, 115 M head |
| 128 | Starter VFD panel suitable for above pumping plant |
| 129 | Submersible pump set of 350 LPM,100 M head |
| 130 | Starter VFD panel suitable for above pumping plant |
| 131 | Submersible pump set of 1500 LPM, 100M head |
| 132 | Starter VFD panel suitable for above pumping plant |
| 133 | Submersible pump set of 1150 LPM, 100 M head |
| 134 | Starter VFD panel suitable for above pumping plant |
| 135 | Submersible pump set of 1150 LPM, 125 M head |
| 136 | Starter VFD panel suitable for above pumping plant |
| 137 | Submersible pump set of 1300 LPM, 100 M head |
| 138 | Starter VFD panel suitable for above pumping plant |
| 139 | Submersible pump set of 1300 LPM, 115 M head |
| 140 | Starter VFD panel suitable for above pumping plant |
| 141 | 6 Sq.mm Cu Submersible cable |
| 142 | 10 Sq.mm Cu Submersible cable |
| 143 | 16 Sq.mm Cu Submersible cable |
| 144 | 25 Sq.mm Cu Submersible cable |
| 145 | Main MCCB (40 Amp) panel |
| 146 | Main MCCB (63 Amp) panel |
| 147 | Main MCCB (125 Amp) panel |
| 148 | Main MCCB (160 Amp) panel |
| 149 | Main MCCB (200 Amp) panel |
| 150 | Change over switch (40 Amp) |
| 151 | Change over switch (63 Amp) |
| 152 | Change over switch (125 Amp) |
| 153 | Change over switch (160 Amp) |
| 154 | Change over switch (200 Amp) |
| 155 | Jointing material |
| 156 | GI Earthing / chemical earthing at pump house |
| 157 | GI / chemical Earthing for MCS |
| 158 | Pressure gauge 0-10 kg/cm2 |
| 159 | 80 mm dia MS column pipe assembly having thickness 4.0 mm both ends threaded duly socketed / flanged etc. complete |
| 160 | 80 mm dia C.I. D/F sluice valve with hand wheel PN-1.0 |
| 161 | 80 mm dia C.I. D/F Reflux valve PN-1.0 |
| 162 | 80 mm dia specials |
| 163 | 150 mm dia MS column pipe assembly having thickness 5.4 mm both ends threaded duly socketed / flanged etc. complete |
| 164 | 150 mm dia C.I. D/F sluice valve with hand wheel PN-1.0 |
| 165 | 150 mm dia C.I. D/F Reflux valve PN-1.0 |
| 166 | 150 mm dia specials |
| 167 | Supply of class-B, rubber resistance sheet suitable for 11 KV as per IS 15652 : (2006) |
| 168 | Chlorinator dozer pump (1W+1S) |
| 169 | Chlorine testing kit |
| 170 | Supply of Naocl solution for Six Months trial and testing period |
| 171 | Testing of pumps at site |
| 172 | Testing of pumps and servo at works for the scheme |
| 173 | Painting of pumping plant in the tube well |
| 174 | Servo voltage Stabliser 50 KVA |
| 175 | Servo voltage Stabliser 80 KVA |
| 176 | Servo voltage Stabliser 125 KVA |
| 177 | Servo voltage Stabliser 160 KVA |
| 178 | Servo voltage Stabliser 200 KVA |
| 179 | 35 sq. mm Al. conductor 3.5 core armoured cable. |
| 180 | 70 sq. mm Al. conductor 3.5 core armoured cable. |
| 181 | 120 sq. mm Al. conductor 3.5 core armoured cable. |
| 182 | 185 sq. mm Al. conductor 3.5 core armoured cable. |
| 183 | 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. |
| 184 | SITC of automation work as per site requirement :- |
| 185 | PLC-based automation panel |
| 186 | Actuater panel |
| 187 | IOT based intelligent Pressure transmitter in the pump house |
| 188 | IOT based Electro magnetic flow meter 80 mm size in tube well |
| 189 | IOT based Electro magnetic flow meter 150 mm size in tube well |
| 190 | IOT based valve actuator 80 mm size |
| 191 | IOT based valve actuator 150 mm size |
| 192 | SITC of non vented depth sensor |
| 193 | IOT based turbidity & Chlorine measuring sensor |
| 194 | IOT based PH & TDS analyser |
| 195 | CCTV camera in pump house |
| 196 | CCTV camera in MCS room |
| 197 | Online UPS of suitable for automation in each tube well |
| 198 | Online UPS of suitable for automation in MCS room |
| 199 | Signal cabling between RTU/PLC and field instruments |
| 200 | SITC of 150 mm dual solenoid control valve |
| 201 | SITC of 200 mm dual solenoid control valve |
| 202 | SITC of 250 mm dual solenoid control valve |
| 203 | SITC of 300 mm dual solenoid control valve |
| 204 | SITC of 350 mm dual solenoid control valve |
| 205 | SITC of 100 mm Electro magnetic bulk flow meter |
| 206 | SITC of 150 mm Electro magnetic bulk flow meter |
| 207 | SITC of 200 mm Electro magnetic bulk flow meter |
| 208 | SITC of 250 mm Electro magnetic bulk flow meter |
| 209 | SITC of 300 mm Electro magnetic bulk flow meter |
| 210 | SITC of 350 mm Electro magnetic bulk flow meter |
| 211 | SITC Pressure transmitter in DMA |
| 212 | SITC of radar/ultrasonic level transmitter for OHT |
| 213 | SITC of MCS |
| 214 | Provision for data transmission etc |
| 215 | Internal/External electrification of pump hoses as per site requirement :- |
| 216 | Wiring point for light point, fan point |
| 217 | Wiring for circuit/submain alongwith earth wire with the 2x2.5 sq. mm + 1x2.5 sq.mm copper wire . |
| 218 | Wiring for circuit/submain alongwith earth wire with the 2x4 sq. mm + 1x4 sq. mm copper wire . |
| 219 | Supply and fixing of metal box of 180 mmx100mmx160 mm deep box on surface /conduit |
| 220 | Supply and fixing of 6 Way double door way S.P.N.DB |
| 221 | Supply and fixing of 5 A to 32 A, 240 V, 10 KA, C serious MCB |
| 222 | Supply and fixing of double pole, 240 V, 40 Amp isolator |
| 223 | Supply and fixing of 20 W LED tubelight |
| 224 | Supply and fixing of 35 W LED external lighting luminaires |
| 225 | 10 KW on grid solar plant |
| 226 | Recharging system |
| 227 | TRIAL AND TESTING |
| 228 | Trial and Run for 4 months including repair and maintenance , staff, chemicals, laboratory water quality test and incentives for O&M agency all newly constructed water supply scheme along with existing infrastructure which will be rentent and part of completed scheme for furture operation and maintenance as wholestic water supply system complete in all respect as per direction of engineer in charge.. |
| 229 | Trial & Testing of all electro mechanical works excluding electricity and Diesel charges. |
| 230 | 7 Years O&M - Civil Work |
| 231 | 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 rentent and part of completed scheme for furture operation and maintenance as wholestic water supply system complete in all respect as per direction of engineer in charge.. |
| 232 | O&M Cost for 1st Yr. |
| 233 | O&M Cost for 2nd Yr. |
| 234 | O&M Cost for 3rd Yr. |
| 235 | O&M Cost for 4th Yr. |
| 236 | O&M Cost for 5th Yr. |
| 237 | O&M Cost for 6tht Yr. |
| 238 | O&M Cost for 7tht Yr. |
| 239 | 7 Years O&M - E&M |
| 240 | Providing comprehensive Operation & Maintenance (O&M) of complete electromechanical equipments installed under Selaqui 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 excluding electricity and Diesel charges.. |
| 241 | 1st Year O&M cost |
| 242 | 2nd Year O&M cost |
| 243 | 3rd Year O&M cost |
| 244 | 4th Year O&M cost |
| 245 | 5th Year O&M cost |
| 246 | 6th Year O&M cost |
| 247 | 7th Year O&M cost |
| 248 | 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 which willl be as per existing norms of water supply scheme..However the deployment of manpower for O &M of existing system during phase I and II of project will be as per specified in Section VII of technical specification of bid document. |
| 249 | O&M cost of all electro mechanical works of existing system of the scheme during construction period for two years (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 excluding electricity and Diesel charges.. 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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