Tender For Amrut-Amrut 2.0 - Providing 24X7 Water Supply At Padavarad (27) Edakkunni (29) Of Thrissur Corporation-Ollur Zone-General Civil Work
Tender Value
8.69 Crore
Estimated cost
Bid Submission
24 Oct 2026
5 days left
EMD
2 Lakhs
Bank guarantee accepted
Document Fee
11025
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Thrissur → Kerala
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Amrut-Amrut 2.0 - Providing 24X7 Water Supply At Padavarad (27) Edakkunni (29) Of Thrissur Corporation-Ollur Zone-General Civil Work
BOQ
| Sl. No. | Item Description |
| 1 | Cost of Materials |
| 2 | 100.98.223:Supply of PVC Pipe, 8kg/cm2, 90mm Dia. |
| 3 | 100.98.224:Supply of PVC Pipe, 8kg/cm2, 110mm Dia. |
| 4 | 100.98.225:Supply of PVC Pipe, 8kg/cm2, 140mm Dia. |
| 5 | 100.98.226:Supply of PVC Pipe, 8kg/cm2, 160mm Dia. |
| 6 | 100.98.117:Supply of DI K9 Pipe Conforming to IS 8329/2000, 200mm Dia. |
| 7 | OD84408/2026-2027:150mm GI Pipe |
| 8 | OD84442/2026-2027:100mm GI Pipe |
| 9 | OD68506/2026-2027:Ductile Iron K-12 specials suitable for push on jointing upto 600 mm dia |
| 10 | 100.98.457:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm. |
| 11 | 100.98.458:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 100mm. |
| 12 | 100.98.460:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 150mm. |
| 13 | 100.98.461:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 200mm. |
| 14 | 100.98.462:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 250mm. |
| 15 | 100.98.463:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 300mm. |
| 16 | 100.98.441:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 40mm. |
| 17 | 100.98.444:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Large Orifice Type S2, Size 50mm. |
| 18 | 100.98.436:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Kinetic Air Valve Type DK, Size 80mm. |
| 19 | 100.98.118:Supply of DI K9 Pipe Conforming to IS 8329/2000, 250mm Dia. |
| 20 | 100.98.119:Supply of DI K9 Pipe Conforming to IS 8329/2000, 300mm Dia. |
| 21 | 100.98.124:Supply of DI K9 Pipe Conforming to IS 8329/2000, 600mm Dia. |
| 22 | 18.30.7:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:300 mm diameter pipe |
| 23 | 18.30.6:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:250 mm diameter pipe |
| 24 | 18.30.12:Providing flanged joints to double flanged C.I./ D.I pipes and specials, including testing of joints:600 mm diameter pipe |
| 25 | Working Charges |
| 26 | 100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil. |
| 27 | 100.1.5:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50 m, in Ordinary Rock. |
| 28 | 100.9.8:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 90 mm nominal outside diameter pipes. |
| 29 | 100.9.9:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 110 mm nominal outside diameter pipes. |
| 30 | 100.9.10:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 140 mm nominal outside diameter pipes. |
| 31 | 100.9.11:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 160 mm nominal outside diameter pipes. |
| 32 | 100.12.9:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 100mm diameter nominal bore. |
| 33 | 18.12.8:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work80 mm dia nominal bore |
| 34 | 100.12.11:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 150mm diameter nominal bore. |
| 35 | 100.14.3:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 200mm diameter Ductile Iron Class K-9 Pipes. |
| 36 | 100.14.4:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 250mm diameter Ductile Iron Class K-9 Pipes. |
| 37 | 100.14.5:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 300mm diameter Ductile Iron Class K-9 Pipes. |
| 38 | 100.14.10:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 600mm diameter Ductile Iron Class K-9 Pipes. |
| 39 | 100.35.3:Testing 200mm DI/CI pipeline with potable water to the required test pressure200 mm diaObserved Data derived from item no.1020 of PHED DATA |
| 40 | 100.35.4:Testing 250mm DI/CI pipeline with potable water to the required test pressure .250 mm diaObserved Data derived from item no.1022 of PHED DATA |
| 41 | 100.35.5:Testing 300mm DI/CI pipeline with potable water to the required test pressure.300 mm diaObserved Data derived from item no.1023 of PHED DATA |
| 42 | 100.35.10:Testing 600mm DI/CI pipeline with potable water to the required test pressure.600 mm diaObserved Data derived from item no.1029 of PHED DATA |
| 43 | 18.70.3:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:200 mm dia pipes |
| 44 | 18.70.4:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:250 mm dia pipes |
| 45 | 18.70.5:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:300 mm dia pipe |
| 46 | 18.70.10:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:600 mm dia pipes |
| 47 | OD88145/2026-2027:Cutting 200mm Dia DI K9 pipe |
| 48 | OD88147/2026-2027:Grinding 200mm Dia DI K9 pipe |
| 49 | OD88148/2026-2027:Cutting 250mm Dia DI K9 pipe |
| 50 | OD88152/2026-2027:Grinding 250mm Dia DI K9 pipe |
| 51 | OD88153/2026-2027:Cutting 300mm Dia DI K9 pipe |
| 52 | OD88174/2026-2027:Grinding 300mm Dia DI K9 pipe |
| 53 | OD88176/2026-2027:Cutting 600mm Dia DI K9 pipe |
| 54 | OD88179/2026-2027:Grinding 600mm Dia DI K9 pipe |
| 55 | 100.31.2.1:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 80mm diameter, Class II. |
| 56 | 100.31.2.2:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 100mm diameter, Class II. |
| 57 | 100.31.2.4:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 150mm diameter, Class II. |
| 58 | 100.31.2.5:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 200mm diameter, Class II. |
| 59 | 100.31.2.6:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 250mm diameter, Class II. |
| 60 | 100.31.2.7:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 300mm diameter, Class II. |
| 61 | 100.32.2:Conveying and fixing C. I. Single Acting Air Valve of approved quality with bolts, nuts, rubber insertions etc., complete, but excluding the cost of air valve (tail pieces, if required, will be paid separately): 40mm Single Acting Air Valve. |
| 62 | 100.32.3:Conveying and fixing C. I. Double Acting Air Valve of approved quality with bolts, nuts, rubber insertions etc., complete, but excluding the cost of air valve (tail pieces, if required, will be paid separately): 50mm Double Acting Air Valve. |
| 63 | 100.32.4:Conveying and fixing C. I. Double Acting Air Valve of approved quality with bolts, nuts, rubber insertions etc., complete, but excluding the cost of air valve (tail pieces, if required, will be paid separately): 80mm Double Acting Air Valve. |
| 64 | OD68153/2026-2027:Shifting connection 15mm (1/2 inch) house connection from existing PVC / HDPE mains up to 110 mm dia., up to a length of 2 m using 20mm Indian Standard Class 6 uPVC pipe and uPVC / Brass specials viz. Elbow, MTA, couplers, PVC Ball valve, PVC Service Saddle of suitable (Ref. TS Est.No.4559/2022) size etc. and connecting with the mains, testing the joints etc. complete including trenching and refilling in all kinds of soil up to a depth of 1.50m for main line tracing and trench of average cross section 0.3m x 0.75m for laying connection pipe and service pipe, fixing water meter, lighting, watching, providing caution boards, traffic control etc. complete including cost of materials, hire for tools, cost of consumables and labour charges, but excluding charges for cutting the concrete / tarred / bituminous roads etc, and as per the direction of the departmental officers. |
| 65 | OD68242/2026-2027:LS for interconnection work for pipes 90mm to 160mm including earthwork, pipe specials like Tee/saddle , reducer, cut pipe , bend etc, fencing etc. at various locations |
| 66 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 67 | 100.59.1:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation. |
| 68 | 15.43.2: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:Bituminous road |
| 69 | 4.1.4:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 gradedstone aggregate 40 mm nominal size derived from natural sources) |
| 70 | 16.83: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. |
| 71 | 16.84:Laying old cement concrete 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 Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.) |
| 72 | Renovation of 4.0LL capacity OHSR at Ollur Industrial estate |
| 73 | 100.53.1.a:Washing OHSR/GLSR using brooms, brushes and bleaching powder by engaging coolies, scrubbing twice, washing and cleaning using fresh water, including side wall, floor slab and columns, disposing the the slurry / waste materials away from the immediate premises and within the initial lead of 50m from the periphery of the tank, without causing any damage to the existing structure and installations, charges including the operation of valves, conveyance and hire charges of tools and as per the direction of the department officers etc. complete. |
| 74 | 26.28.3:Chipping of unsound/weak concrete material from slabs, beams, columns etc.with manual Chisel and/ or by standard power driven percussion type or ofapproved make including tapering of all edges, making square shoulders ofcavities including cleaning the exposed concrete surface and reinforcementwith wire brushes etc. and disposal of debris for all lead and lifts all completeas per direction of Engineer-In-Charge25 mm average thickness |
| 75 | 26.30.1:Drilling suitable holes in reinforced or plain cement concrete with power drivendrill machine to a minimum depth of 100mm upto 200mm in RCC beams, lintels,columns and slabs to introduce steel bars for sunshades/balconies includingfixing the steel bars in position using epoxy resin anchor grout of approvedmake but excluding the cost of reinforcement, all complete as per direction ofEngineer-In-Charge.Upto and including 12mm dia. |
| 76 | 26.35.2:Providing and injecting approved grout in proportion recommended by themanufacturer into cracks/honey-comb area of concrete/masonry by suitablegun/pump at required pressure including cutting of nipples after curing etc.complete as per directions of Engineer-in-Charge.(The payment shall be made on the basis of actual weight of approved groutinjected.)Stirrer mixed SBR Polymer (of approved make) modified Cement slurry made with Shrinkage Compensating Cement in concrete/RCC work. |
| 77 | 26.35.3:Providing and injecting approved grout in proportion recommended by themanufacturer into cracks/honey-comb area of concrete/masonry by suitablegun/pump at required pressure including cutting of nipples after curing etc.complete as per directions of Engineer-in-Charge.(The payment shall be made on the basis of actual weight of approved groutinjected.)Epoxy injection grout in concrete/RCC work of approved make |
| 78 | 26.39:Providing and inserting 12mm dia galvanised steel injection nipple in honey comb area and along crack line including drilling of holes of required diametre (20mm to 30mm) up to depth from 30mm to 80mm at required spacing and making the hole & crack dust free by blowing compressed air, sealing the distance between injection nipple with adhesive chemical of approved make and allow it to cure complete as per direction of Engineer-In-Charge. |
| 79 | 22.24:Providing and applying integral crystalline (dry shake) of hydrophilic in nature for waterproofing treatment to the RCC structures like basement raft, foundation slab,sewage & water treatment plant slab, warehouses floor, parking structures and water tank base slab etc. sprinkled @0.60kg per sqm or higher as recommended by the manufacturer's specification over the lean concrete of above cited structures. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e. by reducingpermeability of concrete by more than 85%, compared control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline dry shake shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the Engineer-incharge. The product performance shall carry guarantee for 10 years against any leakage. |
| 80 | 13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand) |
| 81 | 15.53.2:Dismantling of C. I sluice valve including stacking of useful materials within a lead of 50 metres.Above 150 mm diameter |
| 82 | 100.31.1.6:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 250mm diameter, Class I. |
| 83 | 13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work |
| 84 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 85 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 86 | 100.98.1008:Engaging Coolie. |
| 87 | 14.72:Providing and fixing double scaffolding system (cup lock type) on the exterior side, upto seven story hight made with 40 mm dia. M.S. tube 1.5 m centre to centre, horizontal & vertical tubes joining with cup & lock system with M.S. tubes, M.S. tube challies, M.S. clamps and M.S. staricase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for the required duration as approved and removing it there after. The scaffolding system shall be stiffened with bracings, runners, connection with the building etc wherever required for inspection of work at required location with essential safety features for the workmen etc. complete as per directions and approval of Engineer- in Charge. The elevational area of the scaffolding shall be measured for payment purpose. The payment will be made once irrespective of duration of scaffolding. Note:- This item to be used for maintenance work judicially, necessary deduction for scaffolding in the existing item to be done . |
| 88 | 10.2:Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 89 | 10.16.2:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished seamless type tubes |
| 90 | 10.26.1:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.M.S. tube |
| 91 | 13.52.1:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work |
| 92 | 13.48.3:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Painting Steel work 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 and manufacture |
| 93 | 13.71:Lettering with black Japan pint of approved brand and manufacture |
| 94 | Providing Bulk flow meters |
| 95 | OD62118/2026-2027:Supplying an electro-magnetic flow meter of size 600mm conforming to protection level of IP-68 flow sensor and IP-67 for transmitter and having an accuracy level of 0.5% with LED/LCD display unit. The flow meter should have the housing (flow sensor) to be made of SS 304/carbon steel with anti-corrosive protection and inside liner to be made up of hard rubber/neoprene all conforming to drinking water standards. The flow meter should be coupled with HART for data acquisition and transfer, with provision for wireless transfer through GSM. The manufacturers should have the calibration standards as per ISO-17025 and the product shall have sufficient warranty provisions. |
| 96 | OD62684/2026-2027:Supplying an electro-magnetic flow meter of size 250mm conforming to protection level of IP-68 flow sensor and IP-67 for transmitter and having an accuracy level of 0.5% with LED/LCD display unit. The flow meter should have the housing (flow sensor) to be made of SS 304/carbon steel with anti-corrosive protection and inside liner to be made up of hard rubber/neoprene all conforming to drinking water standards. The flow meter should be coupled with HART for data acquisition and transfer, with provision for wireless transfer through GSM. The manufacturers should have the calibration standards as per ISO-17025 and the product shall have sufficient warranty provisions. |
| 97 | OD86598/2026-2027:Supplying an electro-magnetic flow meter of size 300mm conforming to protection level of IP-68 flow sensor and IP-67 for transmitter and having an accuracy level of 0.5% with LED/LCD display unit. The flow meter should have the housing (flow sensor) to be made of SS 304/carbon steel with anti-corrosive protection and inside liner to be made up of hard rubber/neoprene all conforming to drinking water standards. The flow meter should be coupled with HART for data acquisition and transfer, with provision for wireless transfer through GSM. The manufacturers should have the calibration standards as per ISO-17025 and the product shall have sufficient warranty provisions. |
| 98 | Providing pressure sensors in Distribution line |
| 99 | OD62707/2026-2027:Supply and installation of Pressure Transmitter for distribution pipe lines pressuremonitoring, weather protection to IP 68, Body material Die Cast Aluminium withintegral / remote display. Medium - Potable Water,Max Pressure Range: 0 to 10 kg/cm2. |
| 100 | Isolation of DMA |
| 101 | OD62709/2026-2027:Isolation of DMA for pipe line ranging from 90mm PVC to 250mm DI pipes - For isolating from other divisions and branches |
| 102 | Providing Control valves |
| 103 | OD62712/2026-2027:Supply, Installation, Testing and Commissioning (SITC) of electrically actuated 250mm Control Valve suitable for potable water application, complete with valve body, actuator, positioner, limit switches, manual override, local control station, weatherproof control panel, mounting accessories, flanges, gaskets, bolts and nuts, dismantling joints wherever required, electrical power wiring, control cables, instrumentation cables, cable trays, conduits, junction boxes, earthing, testing, calibration, SCADA/PLC integration, commissioning, trial operation and handing over including all civil, mechanical, electrical and instrumentation accessories required for complete functioning of the system. |
| 104 | OD85860/2026-2027:Supply, Installation, Testing and Commissioning (SITC) of electrically actuated 400mm Control Valve suitable for potable water application, complete with valve body, actuator, positioner, limit switches, manual override, local control station, weatherproof control panel, mounting accessories, flanges, gaskets, bolts and nuts, dismantling joints wherever required, electrical power wiring, control cables, instrumentation cables, cable trays, conduits, junction boxes, earthing, testing, calibration, SCADA/PLC integration, commissioning, trial operation and handing over including all civil, mechanical, electrical and instrumentation accessories required for complete functioning of the system. |
| 105 | OD86526/2026-2027:Supply, Installation, Testing and Commissioning (SITC) of electrically actuated 300mm Control Valve suitable for potable water application, complete with valve body, actuator, positioner, limit switches, manual override, local control station, weatherproof control panel, mounting accessories, flanges, gaskets, bolts and nuts, dismantling joints wherever required, electrical power wiring, control cables, instrumentation cables, cable trays, conduits, junction boxes, earthing, testing, calibration, SCADA/PLC integration, commissioning, trial operation and handing over including all civil, mechanical, electrical and instrumentation accessories required for complete functioning of the system. |
| 106 | Providing Pressure release Valves |
| 107 | OD62717/2026-2027:Supply, Installation, Testing and Commissioning (SITC) of hydraulically operated Pressure Release Valve for automatic control complete with main valve, pilot system, sensing lines, isolation valves, strainers, fittings, dismantling joints, flanges, gaskets, bolts and nuts, support arrangements, all accessories, testing, calibration, commissioning, integration with SCADA monitoring system wherever specified, including all labour, transportation and incidental works required for complete installation and satisfactory operation. |
| 108 | Level Sensors |
| 109 | OD62724/2026-2027:Supply and installation of Ultrasonic Level Transmitter for distributionEST/GSR/Sumps for Level monitoring weather protection to IP 68, Body materialDie Cast Aluminium with integral / remote display. Medium -Potable Water, MaxLevel Range: 0 to 8 Mtr. LST300 |
| 110 | Providing Solar Panels |
| 111 | OD68427/2026-2027:Supply, Installation, Testing, and Commissioning (SITC) of a pole-mounted 20Wp Solar PV system, complete in all respects excluding civil foundation works. The scope includes:• Supply of 1 No. 20Wp high-efficiency Mono/Polycrystalline Solar PV Module (complying with IEC 61215/61730), framed in anodized aluminum with an IP65/67 junction box.• Supply of 1 No. Hot-Dip Galvanized (HDG) tubular steel pole (4-5 meters height, minimum 3mm thickness) featuring an integrated base plate and a heavy-duty customized module mounting bracket assembly designed to withstand wind speeds up to 150 km/h.• Supply of all required UV-stabilized solar DC cables (Cu/XLPE), weather-resistant flexible conduits, and SS304 stainless steel hardware/anti-theft fasteners.• Installation comprising the mechanical erection, alignment, and plumbing of the pole onto a pre-existing civil foundation (foundation and anchor bolts by others), secure mounting of the PV module, and internal cable routing through the pole.• Testing & Commissioning including open-circuit voltage (\(V_{oc}\)) checks, short-circuit current (\(I_{sc}\)) verification, polarity checks, and handing over the system in a fully operational condition. |
| 112 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil |
| 113 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 114 | Providing SCADA System & SCADA Room |
| 115 | OD62729/2026-2027:Signal Survey, Design, Supply, FAT, Installation, Testing, Commissioning, SAT etc of Complete GPRS based centralised SCADA Monitoring system using 100 mbps speed leased line including modem and all connectivity accessories etc. |
| 116 | OD68137/2026-2027:Earthing Materials |
| 117 | OD80368/2026-2027:Supply and Installation of Control Panel with IIoT Switches & Solar panel with Battery backup, for operating Residual Chlorine Sensor for monitoring Chlorine levels at consumer end. |
| 118 | OD83084/2026-2027:design ,supply and installation RTU Panel: Modular RTU complete with DI, DO, AI and modbus communication ports and power supply 24 VDC or for variable power supply using batteries, rechargeable batteries, solar or 10.8 V DC to 28.8 V DC with integrated modem; connection to control center via Tele Control Basic, DNP3, IEC60870-5-104 and Communication protocols, onboard I/Os min. (8 DI, 4 DQ, 4 AI), configuration and diagnostics per web interface, RJ45 port, mobile communications antenna (GSM/UMTS), Mini SIM card, with adapter Micro SIM card also, data storage, GPRS (Multi-slot Class 10), 35 mm DIN rail mounting, TCP/IP, DNP 3, Open VPN-Client. Panel Enclosure for Compact RTU Location, wall/floor mounted along with wiring and related accessories and arrangement of mounting of RTU, Modem having IP-5X Protection. Panels shall be self-fabricate type only with Canopy.1. For Sub DMAS Pressure Transmitter for 7 Zones |
| 119 | OD83228/2026-2027:TURBIDITY ANALYSER Providing, installation, testing and commissioning of Mixed Liquid Suspended Solid (MLSS) Analyser Range: 0.001 - 4000 NTU, Repeatability: ±5% of measured vaue, Protection class: IP 68, Accuracy: ±1% of measured value, Output: 4 - 20 mA DC (Isolated)SOR - RUIDP 2023 - It. 43.2, Pg. 378 |
| 120 | OD83256/2026-2027:PH ANALYSER Transmitter Range: 0-14 pH, Power Supply 230 VAC, Input: One Digital Sensor, Output: 4-20mA HART, IP66 Protection / Tx protection cover required / Sensor Range 0-14 pH , able to transmit digital signal to transmitter, calibration data can be transferred to Transmitter , process temp: 65 deg cen/ flow through tee MOC SS.SOR - RUIDP 2023 - It. 43.1.2, Pg. 378 |
| 121 | OD83265/2026-2027:Supply and installation of Free Residual Chlorine Analyser in distribution pipe lines for free residual chlorine monitoring, weather protection to IP 68, Body material Die Cast Aluminium with remotel display. Medium -Potable Water, Max residual chlorine measurement Range: 0 to 5 ppm. |
| 122 | OD83431/2026-2027:Providing, installation, testing and commissioning of 1 KVA ONLINE UPS SYSTEM, Single Phase 230 V, 50 Hz with 2 hour backup SMF battery bank as per specificationAt Each Sub DMA |
| 123 | OD83456/2026-2027:Design, supply and installation of Cabling(FOC, Ethernet, Power and Signal cables) |
| 124 | 50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete |
| 125 | 13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand) |
| 126 | 13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 127 | 11.3.1:Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate)finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate |
| 128 | 11.41.1: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 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 500x500 mm. |
| 129 | 11.39:Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS: 15622, of approved make in colours White, Ivory, Grey, fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 Coarse sand), including grouting the joints with white cement and matching pigments etc., complete. |
| 130 | 10.10.1:Fixing standard steel glazed doors, windows and ventilators in walls, including fixing of float glass panes with glazing clips and special metal-sash putty of approved make, or metal beading with screws, (only steel windows, glass panes cut to size and glazing clips or metal beading with screws, shall be supplied by department free of cost.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 ( 1 Cement : 3 coarse sand: 6 graded stone aggregate 20 mm nominal size). |
| 131 | 9.118.1:Providing and fixing to existing door frames24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness,fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge( For W.C. and bathroom door shutter). |
| 132 | 9.117.1:Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1 mm), with wall thickness 2.0mm (±0.2 mm), corners of the door frame to be jointed with galvanized brackets and stainless steel screws, joints mitred and plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 x 19 mm and 1 mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer's specification and direction of Engineer-in-chargeExtruded section profile size 48x40 mm |
| 133 | 10.5.1:Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angels 40x40x6 mm for diagonal braces |
| 134 | 9.9.3.2:Providing and fixing glazed shutters for door, windows and clerestory windows using 4 mm thick float glass panes including ISI marked M.S. Pressed butt hinges bright finished of required size with necessary screws.Kiln seasoned selected planks of sheesham wood30 mm thick |
| 135 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 136 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers |
| 137 | OD85479/2026-2027: Supply and wiring points according to IS 732-1989 using rigid PVC conduit of minimum size 20 mm with specials conforming to IS 9537 part III 1983 and with suitable size specials conforming to IS 3419-1988, fixing the conduit using metal saddles spacing not exceeding 50 cm or concealed suitably and with 1.00 sq mm FRLS PVC insulated stranded single core copper conductor cable 650V grade, including providing switch board main and continuous earthing with No.14 SWG bare copper, required quantity of copper earth socket, brass bolt and nut crimping/ soldering etc complete with suitable size modular type metal switch boxes, modular type front plates (white) etc. up to and including 6A modular type SP switches and making good the surface of wall, colour washing etc. complete. All the terminations in the switch boards and DB's shall be tinned and the wires shall be drawn and fixed along the periphery of the box using suitable ties, tie mounts etc as required. (RoHS compliant modular accessories).Single Control light point with 6A, plate ceiling rose |
| 138 | OD85487/2026-2027:Supply and wiring points according to IS 732-1989 using rigid PVC conduit of minimum size 20 mm with specials conforming to IS 9537 part III 1983 and with suitable size specials conforming to IS 3419-1988, fixing the conduit using metal saddles spacing not exceeding 50 cm or concealed suitably and with 1.00 sq mm FRLS PVC insulated stranded single core copper conductor cable 650V grade, including providing switch board main and continuous earthing with No.14 SWG bare copper,required quantity of copper earth socket, brass bolt and nut crimping/ soldering etc complete with suitable size modular type metal switch boxes, modular type front plates (white) etc. up to and including 6A modular type SP switches and making good the surface of wall, colour washing etc. complete. All the terminations in the switch boards and DB's shall be tinned and the wires shall be drawn and fixed along the periphery of the box using suitable ties, tie mounts etc as required. (RoHS compliant modular accessories). Single control light point without ceiling rose |
| 139 | OD85488/2026-2027:Supply and wiring points according to IS 732-1989 using rigid PVC conduit of minimum size 20 mm with specials conforming to IS 9537 part III 1983 and with suitable size specials conforming to IS 3419-1988, fixing the conduit using metal saddles spacing not exceeding 50 cm or concealed suitably and with 1.00 sq mm FRLS PVC insulated stranded single core copper conductor cable 650V grade, including providing switch board main and continuous earthing with No.14 SWG bare copper,required quantity of copper earth socket, brass bolt and nut crimping/ soldering etc complete with suitable size modular type metal switch boxes, modular type front plates (white) etc. up to and including 6A modular type SP switches and making good the surface of wall, colour washing etc. complete. All the terminations in the switch boards and DB's shall be tinned and the wires shall be drawn and fixed along the periphery of the box using suitable ties, tie mounts etc as required. (RoHS compliant modular accessories).Single control ceiling fan point with 6 A, 3 plate ceiling rose & with socket size stepped electronic regulator. |
| 140 | OD85490/2026-2027:Supply and wiring points according to IS 732-1989 using rigid PVC conduit of minimum size 20 mm with specials conforming to IS 9537 part III 1983 and with suitable size specials conforming to IS 3419-1988, fixing the conduit using metal saddles spacing not exceeding 50 cm or concealed suitably and with 1.00sq mm FRLS PVC insulated stranded single core copper conductor cable 650V grade, including providing switch board main and continuous earthing with No.14 SWG bare copper, required quantity of copper earth socket, brass bolt and nut crimping/ soldering etc complete with suitable size modular type metal switch boxes, modular type front plates (white) etc. up to and including 6A modular type SP switches and making good the surface of wall, colour washing etc. complete. All the terminations in the switch boards and DB's shall be tinned and the wires shall be drawn and fixed along the periphery of the box using suitable ties, tie mounts etc as required. (RoHS compliant modular accessories). Independent plug - Short point |
| 141 | OD85495/2026-2027:Supply & installation of light fittings on 'C/U' shaped flat iron bracket<br>Supply, conveyance, installation, testing and commissioning the light fittings of following types made from 0.5mm CRCA sheet completewith all accessories and lamps etc. directly on wall using 2 nos. 'C/U' brackets made from 20 x 3 mm MS flat, painting the flat iron bracket and giving connections with required length of 16/0.20mm 3 core copper conductor flex wire conforming to relevant ISS or extending the original wiring and giving connection etc. as required.1200 mm 1X20W LED Lamp with box type fixture |
| 142 | OD85500/2026-2027:Supplying and fixing PVC batten/ angle holder including connection etc. as required |
| 143 | OD85506/2026-2027:Supplying and fixing LED tube(20W) |
| 144 | OD85507/2026-2027:Supply, conveyance, installation, testing and commissioning of ceiling fans of the following sizes using standard accessories excluding resistance type regulator, wiring the down rod with 16/0.20mm PVC insulated and PVC sheathed 650/1100V grade 3 core round copper conductor flex wire or with extendedoriginal wiring etc. as required.1200mm sweep -5star rated ceiling fan complete with 300mm down rod, canopies, shackeles and blades and resistance type regulator working on 230V/240V single phase |
| 145 | OD85443/2026-2027:Supply and laying 110mm, 6kg/cm2 pipe and specials for toilet |
| 146 | OD85463/2026-2027:Supply and laying 63mm, 6kg/cm2 pipe and specials for waste water |
| 147 | 17.7.8:Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Surgeon type wash basin of size 660x460 mm with a pair of 15 mm C.P. brass pillar taps with elbow including operated levers |
| 148 | 17.3.1:Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid |
| 149 | OD86713/2026-2027:Providing and fixing standard type water tap and shower in bathroom for wash basin etc. |
| 150 | PWD Road restoration Works |
| 151 | 3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m |
| 152 | 4.1.B.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method |
| 153 | 4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. |
| 154 | 5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means. |
| 155 | 5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom. |
| 156 | 5.3.1.a:Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder (VG 30), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. For Grading I ( 40 mm nominal size ) |
| 157 | 5.6.2.a:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder( NRMB) @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects For Grading - II (13.2 mm Nominal Size) |
| 158 | Corporation Road restoration works |
| 159 | 3.6:Excavation in Marshy Soil Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 m, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.6. |
| 160 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material |
| 161 | 4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead |
| 162 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 163 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 164 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65) |
| 165 | DGPS Survey and Study of DMA After Award of Contract |
| 166 | OD68513/2026-2027:Conduct Topographical survey of the proposed project area, Assess Existing system(actual hours of supply, NRW%, pressure range etc.) in consultation with KWA,Demonstrate Storage adequacy OHSR using balancing calculations, ConductEvidence-based baseline assessment while converting intermittent to 24×7water supply, Conduct Detailed conditional assessment/ gap analysis of existinginfrastructure (Intakes, Pumping Stations, WTPs, OHTs, distribution networks, tapconnections etc.). Integrate existing infrastructure in proposed network, Hydraulicanalysis of existing infrastructure in respect to proposed water demand etc to be doneas per direction from department officers. Census data of previous decades alsorequired. Present population in proposed DMA is to be identified and populationprojection to be submitted with calculation (method wise piopulation forecasting andmethodology adopted for final population projection and justification also required, )Other water demand such as domestic, institutional, commercial, firefighting, floatingpopulation etc. to be identified. determination of storage requirements, detailedcondition assessment / gap analysis of existing infrastructure (intake pumpingstations, WTPs, OHTs, Distribution networks, tap connections etc required.Integration of existing infrastructure in proposed network also required. Review ofexisting city-level water supply system, Collection and validation of secondary datafrom ULB, Assessment of Water sources, allocation, reliability, quality, Per capitasupply, coverage, pressure, continuity, Raw water mains, feeder mains, servicereservoirs, Distribution network, valves, meters, SCADA, NRW / UFW status,Calculation of Service Level Benchmarks (SLBs), Condition assessment of assets,Validation of ULB-identified priority, Operational Zone / DMA and Preparation ofAs-Is Assessment Report also required. Overall scheme layout plan/maps of completescheme to be prepared and provided in consultation with KWA. Detailed engineeringdrawings to be prepared and provided for the following such as ULB Plan with roadnetwork, reservoir Locations, hydraulic particulars of reservoirs, etc. , Reservoircommand area plans , Ward plan , Flow Chart of the water supply system , Primarynetwork plan with valve and other locations , Operational Zone plan ,DMA Plan withDistribution network, Bulk flow meters, hydraulic parameters ,Residual pressuredrawing in DMA with critical control points and Detailed Hydraulic modelCalculations of DMA and output. Hydraulic design to be done and submitted.Finalization of design parameters as per CPHEEO DFT Manual- Identification andfinalization of: Operational Zones; Pressure zones in 2 DMAs (size, boundaries,isolation), GIS-based hydraulic modelling (e.g., EPANET), Pipe network analysis andoptimization, Nodal pressure analysis and boosting requirements, Design of:Distribution rehabilitation / replacement; Valves, PRVs, FCVs; Bulk and consumermetering. Validation of transmission mains and surge analysis. SCADA, Automation& Digital Systems- Assessment of existing automation systems,Recommendations for: SCADA architecture (DMA / city level), Flow, pressure,water quality monitoring, IoT / telemetry / digital twin solutions, Integration strategywith GIS and MIS, Capital cost estimation (SoR + market rates), O&M costestimation, Financial feasibility analysis, Tariff analysis and cost recoveryassessment, Sensitivity and sustainability analysis, All design and Documentpreparation to be done separately for one DMA. All survey/design data to besubmitted in forms of report/ drawings and submit in digital format. |
| 167 | OD68514/2026-2027:Consumer Indexing by door to door survey of the residences, find the details ofconnection point length, number of family members, existing source details includingquality and quantity and categorization and tracking of consumers and link to the GISframework.(Geotagging of House Service Connections (HSCs), Identification ofillegal connections Meter details and condition, Water use pattern & willingnessto pay, Point load survey (institutions, commercial, bulk users),Mapping of allinfrastructure on GIS platform. Creation / updating of GIS base map-Digitization of:Reservoirs, feeder mains, distribution network Valves, bulk meters, pressure points,DMAs and Operational Zones, Ward / DMA-wise population and density)-All designand Document preparation to be done separately for One DMA. All survey/design data to be submitted in forms of report/ drawings and submit in digital format and Creation / updation of GIS base map, Digitisation of Reservoirs, feeder mains, distribution network Valves, bulk meters, pressure points, DMAs and Operational Zones , Consumer geo-coding and asset attribute database. |
| 168 | OD68516/2026-2027:Test Pit Excavation and Rehabilitation for measuring the pressure, quality & quantityof water at various points incluiding road restoration and Water Audit including Flow and Pressure assessment at various points , quality testing like residual chlorine, Turbidity, pH, report generation & assessment of NRW by identifying water losses using ultra sonic flow meters and field survey. All meters shall be accredited at NABL accredited labs, (DMA-wise NRW assessment, Water balance calculation (IWA methodology), Identification of apparent and real losses, Leak detection strategy and NRW reduction plan, Recommendation for NRW cell formation)-All design and Document preparation to be done separately for one DMA. All survey/design data to be submitted in forms of report/ drawings and submit in digital format also. |
| 169 | RCC CHAMBER TANK |
| 170 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil |
| 171 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil |
| 172 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 173 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 174 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 175 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide |
| 176 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 177 | 5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more |
| 178 | Provision for other Items |
| 179 | OD111338/2026-2027:Provision for items not included in this bill of quantities, either fully or partially, and are covered in the scope of work of this contract, and as per specifications and special conditions laid out in this contract. (The items in the scope of work includes establishment and monitoring of District Metered Areas (DMAs), Comprehensive Water Supply System Assessment, Service Level Benchmark (SLB) Assessment, NRW Assessment and Water Audit, Consumer and Household Survey, GIS-Based Mapping System, Asset Mapping, Population and Demand Assessment, DMA Formation and Zoning, Pressure Management Design, Supply and laying Transmission and Distribution System, Supply and fixing of Valves, supply and fixing of Bulk Meters & Appurtenances, providing House Service Connections (HSCs), providing SCADA System, providing GIS-Based Online Monitoring & MIS, providing IoT / Smart Components, providing Water Quality Monitoring System, providing Water Quality Display Boards, conducting Community Engagement & IEC Activities, NRW Reduction activities, Capacity Building & Institutional Strengthening, preparation and implementation Project Implementation Plan, Testing, Commissioning & Performance Validation, conducting System Assessment & Investigations, Planning, Design & Engineering Services including preparation of hydraulic model, Construction & Installation Works, providing Smart Systems & Monitoring, Water Quality Assurance, etc.) |
| 180 | PVC Specials |
| 181 | OD114779/2026-2027:Supply of 160mm x140mm PVC Reducer |
| 182 | OD114781/2026-2027:Supply of 160mm x110mm PVC Reducer |
| 183 | OD114783/2026-2027:Supply of 160mm x90mm PVC Reducer |
| 184 | OD114788/2026-2027:Supply of 140mm x110mm PVC Reducer |
| 185 | OD114790/2026-2027:Supply of 140mm x90mm PVC Reducer |
| 186 | OD114794/2026-2027:Supply of 110mm x90mm PVC Reducer |
| 187 | OD114801/2026-2027:Supply of 160mm x 140mm PVC Reducer Tee |
| 188 | OD114802/2026-2027:Supply of 160mm x 110mm PVC Reducer Tee |
| 189 | OD114805/2026-2027:Supply of 140mm x 110mm PVC Reducer Tee |
| 190 | OD114807/2026-2027:Supply of 140mm x 90mm PVC Reducer Tee |
| 191 | OD114813/2026-2027:Supply of 110mm x 90mm PVC Reducer Tee |
| 192 | OD114817/2026-2027:Supply of 160 mm PVC Coupler |
| 193 | OD114821/2026-2027:Supply of 140 mm PVC Coupler |
| 194 | OD114823/2026-2027:Supply of 110 mm PVC Coupler |
| 195 | OD114825/2026-2027:Supply of 90 mm PVC Coupler |
| 196 | OD114827/2026-2027:Supply of 160 mm PVC Elbow |
| 197 | OD114829/2026-2027:Supply of 140 mm PVC Elbow |
| 198 | OD114831/2026-2027:Supply of 110 mm PVC Elbow |
| 199 | OD114835/2026-2027:Supply of 90 mm PVC Elbow |
| 200 | OD114836/2026-2027:Supply of 140 mm PVC 45 Deg Bend |
| 201 | OD114839/2026-2027:Supply of 110 mm PVC 45 Deg Bend |
| 202 | OD114842/2026-2027:Supply of 90 mm PVC 45 Deg Bend |
| 203 | OD114843/2026-2027:Supply of 160 mm PVC TEE |
| 204 | OD114844/2026-2027:Supply of 140 mm PVC TEE |
| 205 | OD114852/2026-2027:Supply of 110 mm PVC TEE |
| 206 | OD114854/2026-2027:Supply of 90 mm PVC TEE |
| 207 | OD114865/2026-2027:Supply of 90 mm PVC End Cap |
| 208 | OD114866/2026-2027:Supply of 110 mm PVC End Cap |
| 209 | OD114882/2026-2027:Supply of 140 mm PVC End Cap |
| 210 | OD114868/2026-2027:Supply of 160 mm PVC End Cap |
| 211 | OD114889/2026-2027:Supply of 90 mm PVC FTA |
| 212 | OD114890/2026-2027:Supply of 110 mm PVC FTA |
| 213 | OD114891/2026-2027:Supply of 140 mm PVC FTA |
| 214 | OD114892/2026-2027:Supply of 160 mm PVC FTA |
| 215 | OD114900/2026-2027:Supply of 90 mm PVC MTA |
| 216 | OD114901/2026-2027:Supply of 110 mm PVC MTA |
| 217 | OD114902/2026-2027:Supply of 140 mm PVC MTA |
| 218 | OD114903/2026-2027:Supply of 160 mm PVC MTA |
| 219 | OD114904/2026-2027:Cost of PVC Saddle Piece (Average rate of 200/160/140/110/90mm) |
| 220 | OD114911/2026-2027:Supply of 90 mm PVC Tail Piece |
| 221 | OD114912/2026-2027:Supply of 110 mm PVC Tail Piece |
| 222 | OD114913/2026-2027:Supply of 140 mm PVC Tail Piece |
| 223 | OD114914/2026-2027:Supply of 160 mm PVC Tail Piece |
| 224 | GI Specials |
| 225 | OD114924/2026-2027:Supply of 150 mm GI Elbow |
| 226 | OD114925/2026-2027:Supply of 100 mm GI Elbow |
| 227 | OD114926/2026-2027:Supply of 80 mm GI Elbow |
| 228 | OD114930/2026-2027:Supply of 150 mm GI Socket |
| 229 | OD114931/2026-2027:Supply of 100 mm GI Socket |
| 230 | OD114932/2026-2027:Supply of 80 mm GI Socket |
| 231 | OD114934/2026-2027:Supply of 150 mm GI Union |
| 232 | OD114935/2026-2027:Supply of 100 mm GI Union |
| 233 | OD114936/2026-2027:Supply of 80 mm GI Union |
| 234 | OD114942/2026-2027:Supply of 150 mm GI TEE |
| 235 | OD114943/2026-2027:Supply of 100 mm GI TEE |
| 236 | OD114944/2026-2027:Supply of 80 mm GI TEE |
| 237 | OD114947/2026-2027:Supply of 150 mm GI Flange |
| 238 | OD114948/2026-2027:Supply of 100 mm GI Flange |
| 239 | OD114949/2026-2027:Supply of 80 mm GI Flange |
| 240 | OD114950/2026-2027:Supply of 100 mm GI Check Nut |
| 241 | OD114951/2026-2027:Supply of 80 mm GI Check Nut |
| 242 | OD114969/2026-2027:Supply of 100 mm GI Tank Nipple |
| 243 | OD114970/2026-2027:Supply of 80 mm GI Tank Nipple |
| 244 | OD114971/2026-2027:Supply of 150 mm GI Nipple |
| 245 | OD114972/2026-2027:Supply of 100 mm GI Nipple |
| 246 | OD114973/2026-2027:Supply of 80 mm GI Nipple |
| 247 | OD114976/2026-2027:Supply of 150 mm GI Cross |
| 248 | OD114977/2026-2027:Supply of 100 mm GI Cross |
| 249 | OD114978/2026-2027:Supply of 80 mm GI Cross |
| 250 | OD114992/2026-2027:Supply of 150 mm GI plug |
| 251 | OD114993/2026-2027:Supply of 100 mm GI plug |
| 252 | OD114994/2026-2027:Supply of 80 mm GI plug |
| 253 | Cost for Maintenances (O and M cost) |
| 254 | OD142974/2026-2027:Provision for Operation and Maintenance for a period of 5 years of the system from OHSR / GLSR / DMA Boundary to consumer end, including DMA bulk meters, distribution network, valves, appurtenances, house service connections, consumer meters, SCADA / IoT instrumentation within the defined O&M boundary, water quality monitoring arrangements, NRW monitoring systems and related assets created under the Contract within such boundary, and including O&M works covered in the scope of work in the NIT. (First year) |
| 255 | OD142979/2026-2027:Provision for Operation and Maintenance for a period of 5 years of the system from OHSR / GLSR / DMA Boundary to consumer end, including DMA bulk meters, distribution network, valves, appurtenances, house service connections, consumer meters, SCADA / IoT instrumentation within the defined O&M boundary, water quality monitoring arrangements, NRW monitoring systems and related assets created under the Contract within such boundary, and including O&M works covered in the scope of work in the NIT. (Second year) |
| 256 | OD142986/2026-2027:Provision for Operation and Maintenance for a period of 5 years of the system from OHSR / GLSR / DMA Boundary to consumer end, including DMA bulk meters, distribution network, valves, appurtenances, house service connections, consumer meters, SCADA / IoT instrumentation within the defined O&M boundary, water quality monitoring arrangements, NRW monitoring systems and related assets created under the Contract within such boundary, and including O&M works covered in the scope of work in the NIT. (Third year) |
| 257 | OD142994/2026-2027:Provision for Operation and Maintenance for a period of 5 years of the system from OHSR / GLSR / DMA Boundary to consumer end, including DMA bulk meters, distribution network, valves, appurtenances, house service connections, consumer meters, SCADA / IoT instrumentation within the defined O&M boundary, water quality monitoring arrangements, NRW monitoring systems and related assets created under the Contract within such boundary, and including O&M works covered in the scope of work in the NIT. (Fourth year) |
| 258 | OD142996/2026-2027:Provision for Operation and Maintenance for a period of 5 years of the system from OHSR / GLSR / DMA Boundary to consumer end, including DMA bulk meters, distribution network, valves, appurtenances, house service connections, consumer meters, SCADA / IoT instrumentation within the defined O&M boundary, water quality monitoring arrangements, NRW monitoring systems and related assets created under the Contract within such boundary, and including O&M works covered in the scope of work in the NIT. (Fifth year) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 08, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 24, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysOct 26, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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