Tender For Amrut-2.0 - Kozhikode Water Supply Project-24 X 7 Dma Nellikode -Phase - Ii-Pipeline Work
Tender Value
5.28 Crore
Estimated cost
Bid Submission
14 Sep 2026
24 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
Kozhikode → Kerala
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Amrut-2.0 - Kozhikode Water Supply Project-24 X 7 Dma Nellikode -Phase - Ii-Pipeline Work
BOQ
| Sl. No. | Item Description |
| 1 | Supply and Laying of New Distribution network in DMA - PVC pipes |
| 2 | 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. |
| 3 | OD77465/2026-2027: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 |
| 4 | OD77466/2026-2027: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) |
| 5 | 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. |
| 6 | 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. |
| 7 | 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. |
| 8 | 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. |
| 9 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 10 | OD57172/2026-2027:Linking charges for all branches from distribution main including earth work , etc complete |
| 11 | 100.98.236:Supply of PVC Pipe, 10kg/cm2, 90mm Dia. |
| 12 | 100.98.237:Supply of PVC Pipe, 10kg/cm2, 110mm Dia. |
| 13 | 100.98.239:Supply of PVC Pipe, 10kg/cm2, 160mm Dia. |
| 14 | OD65580/2026-2027:3% COST OF PVC SPECIALS |
| 15 | 100.31.1.2: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 I. |
| 16 | 100.98.460:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 150mm. |
| 17 | OD57174/2026-2027: Supplying and fixing 150mm CIR Joint including all accessories |
| 18 | 100.98.505:Supply of CI Plain End Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm. |
| 19 | OD57173/2026-2027:Supplying and fixing 80mm CIR Joint including all accessories |
| 20 | 100.31.1.4: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 I. |
| 21 | 100.98.458:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 100mm. |
| 22 | 100.31.1.1: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 I. |
| 23 | OD68789/2026-2027:Supply, Installation, Testing and Commissioning of Pressure Relief Valve (PRV) |
| 24 | OD68797/2026-2027:Supplying and fixing 100mm CIR joint including all cost of nuts, bolts and rubber rings etc., complete. (Silk Rate) |
| 25 | Supply and Laying of New Distribution network in DMA - G.I and DIPipes |
| 26 | 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. |
| 27 | OD77484/2026-2027: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 |
| 28 | 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. |
| 29 | 100.98.117:Supply of DI K9 Pipe Conforming to IS 8329/2000, 200mm Dia. |
| 30 | 100.98.118:Supply of DI K9 Pipe Conforming to IS 8329/2000, 250mm Dia. |
| 31 | 100.98.119:Supply of DI K9 Pipe Conforming to IS 8329/2000, 300mm Dia. |
| 32 | 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 |
| 33 | 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. |
| 34 | OD57180/2026-2027:Supplying of 150mm GI Pipe |
| 35 | 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. |
| 36 | OD65765/2026-2027:5% cost of GI specials. |
| 37 | OD57179/2026-2027:Supplying of 100mm GI Pipe (Meadium) DLPC |
| 38 | 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. |
| 39 | 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. |
| 40 | 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. |
| 41 | 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 |
| 42 | 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 |
| 43 | 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 |
| 44 | 100.98.510:Supply of CI Plain End Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 250mm. |
| 45 | 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 |
| 46 | 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 |
| 47 | 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 |
| 48 | 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. |
| 49 | 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. |
| 50 | 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. |
| 51 | OD68782/2026-2027:DI specials |
| 52 | 100.98.497:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.0, Size 200mm. |
| 53 | 100.98.498:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.0, Size 250mm. |
| 54 | 100.98.499:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.0, Size 300mm. |
| 55 | Reinstating connections |
| 56 | OD77501/2026-2027: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) |
| 57 | OD63545/2026-2027:Reinstating 20mm (3/4 inch) house connection from existing PVC / HDPE mains up to 110 mm dia., up to a length of 5m using 25mm ( 3/4 inch ) PE Pipe, PE80, PN16, Conforming to IS 4984: 2016 or later edition and PP PN 16 Compression / GM / Brass specials viz. brass ferrule, bend, MTA, FTA, couplers, PVC Service Saddle of suitable 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,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. |
| 58 | OD57182/2026-2027:Providing additional length of house connection pipe using UPVC 25 mm ASTM Pipe, as per D-1785 Schedule 80, specials and testing the joints etc., by trenching and refilling in all kinds of soil with trench of average cross section 0.3m x 0.75m for laying of connection pipe and service pipe, lighting, watching, providing caution boards, traffic control etc., including cost of materials, hire for tools, cost of consumables and labour charges etc. complete, but excluding the cost of cutting of concrete / tarred / bituminous roads etc., and as per the directions of the department officers. |
| 59 | OD57181/2026-2027:Providing casing pipe 32mm GI Pipe as casing pipe |
| 60 | 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) |
| 61 | Non Revenue Water |
| 62 | OD75565/2026-2027:Consumer premise survey-Carrying out a comprehensive Consumer Premises Survey (CPS) for all existing and newly identified water service connections within the specified project area/DMA for verification and validation of consumer, metering and billing information, consumer details, property usage, occupancy status, tariff category, account details, service connection particulars, and digital photographs of the premises, service connection and water meter using a GIS-enabled mobile data collection application.The work shall include detailed inspection of each consumer service connection and water meter to verify meter make, size, serial number, installation condition, accessibility, meter chamber condition, current meter reading, seal integrity, operational status and accuracy, identification of defective, damaged, stopped, slow-running, reverse-running, missing, bypassed or tampered meters, detection of leakage before and after the meter, verification of meter-to-consumer mapping, and identification of meter replacement requirements.The survey shall further include systematic investigation for unauthorized water consumption and apparent losses, including detection of illegal service connections, direct tapping from distribution mains, unauthorized reconnections, meter bypass arrangements, hidden connections, unauthorized booster pumps, illegal extensions, multiple connections, unbilled or under-billed consumers, incorrect consumer categorization, wrong tariff application, inactive consumers with active supply, billing anomalies, meter reading discrepancies and all forms of commercial losses contributing to Non-Revenue Water (NRW), with photographic documentation and geo-referenced evidence of all observations. |
| 63 | OD62370/2026-2027:conducting helium gas leak detection study by injecting helium gas into the pressured pipelines, conducting leak detecting survey at every 3 m of existing pipelines by drilling holes of diameter 10 mm or near size, collecting air in the drilled holes through a probe of spectrometer and analysing the samples through spectrometer and conformation if leaks if concentration exceeds particular percentage of He in atmosphere. Identification of precise location of leak be done He gas leak detection or using ground microphone, if necessary. The work shall be carried out as per the direction of departmental officers. The identified leak points shall be marked with suitable markers such as paint, for identification fot later time for rectification |
| 64 | OD62371/2026-2027:Conducting water audit, consumer data study, and preparation of NRW reports, using flow meters at inlets and outlets of DMA during the initial stages of project and during two months before the commissioning of the project, results to be obtained as fully tabulated in the water balance table by IWA. |
| 65 | OD62367/2026-2027:Identification and rectification of data handling errors in consumer and billing database |
| 66 | OD62368/2026-2027:Identification and rectification of storage leaks in reservoirs / OHSRs / associated pipework |
| 67 | OD62369/2026-2027:Identification and replacement of faulty / non-working consumer meters, include meter replacement charges to KWA |
| 68 | Leak rectification in DMA |
| 69 | 100.47.1.4:Leak rectification work in 63mm uPVC (Class 2 to 6) pipeline including detecting and locating leak, earthwork excavation in all kinds of soil for exposing leak portion of the pipe including tar cutting / concrete cutting, cutting the pipe diametrically perpendicular to the axis of pipeline without causing any damages to the remaining portion, dismantling and lifting the pipe from trenches, smoothening the cut ends, conveying the new pipe to the site, cutting and lowering new pipe into the trenches, placing in position, aligning the pipe to line and level and jointing the new pipe with the existing pipe with solvent cement or any available joint and testing the pipeline by operating the valves concerned, and rectifying the defects if noticed and without causing any damages to the existing utilities and refilling the trenches using excavated earth in layers not exceeding 20cm depth including consolidating each layers by ramming, watering, charges for removing surplus soil from work site, including hire for tools and plant, conveyance of tools and materials, bailing out water, providing caution boards, lighting, watching, ribbon fencing, traffic controlling etc., complete as per the direction of Departmental officers including the cost of pipe and uPVC specials; uPVC Pipes and specials shall be of good quality and conforming to relevant standards: All Socketed Jointing. |
| 70 | 100.47.1.5:Leak rectification work in 75mm uPVC (Class 2 to 6) pipeline including detecting and locating leak, earthwork excavation in all kinds of soil for exposing leak portion of the pipe including tar cutting / concrete cutting, cutting the pipe diametrically perpendicular to the axis of pipeline without causing any damages to the remaining portion, dismantling and lifting the pipe from trenches, smoothening the cut ends, conveying the new pipe to the site, cutting and lowering new pipe into the trenches, placing in position, aligning the pipe to line and level and jointing the new pipe with the existing pipe with solvent cement or any available joint and testing the pipeline by operating the valves concerned, and rectifying the defects if noticed and without causing any damages to the existing utilities and refilling the trenches using excavated earth in layers not exceeding 20cm depth including consolidating each layers by ramming, watering, charges for removing surplus soil from work site, including hire for tools and plant, conveyance of tools and materials, bailing out water, providing caution boards, lighting, watching, ribbon fencing, traffic controlling etc., complete as per the direction of Departmental officers including the cost of pipe and uPVC specials; uPVC Pipes and specials shall be of good quality and conforming to relevant standards: All Socketed Jointing. |
| 71 | 100.47.1.6:Leak rectification work in 90mm uPVC (Class 2 to 6) pipeline including detecting and locating leak, earthwork excavation in all kinds of soil for exposing leak portion of the pipe including tar cutting / concrete cutting, cutting the pipe diametrically perpendicular to the axis of pipeline without causing any damages to the remaining portion, dismantling and lifting the pipe from trenches, smoothening the cut ends, conveying the new pipe to the site, cutting and lowering new pipe into the trenches, placing in position, aligning the pipe to line and level and jointing the new pipe with the existing pipe with solvent cement or any available joint and testing the pipeline by operating the valves concerned, and rectifying the defects if noticed and without causing any damages to the existing utilities and refilling the trenches using excavated earth in layers not exceeding 20cm depth including consolidating each layers by ramming, watering, charges for removing surplus soil from work site, including hire for tools and plant, conveyance of tools and materials, bailing out water, providing caution boards, lighting, watching, ribbon fencing, traffic controlling etc., complete as per the direction of Departmental officers including the cost of pipe and uPVC specials; uPVC Pipes and specials shall be of good quality and conforming to relevant standards: All Socketed Jointing. |
| 72 | 100.47.2.1:Leak rectification work in 90mm uPVC (Class 2 to 6) pipeline including detecting and locating leak, earth work excavation in all kinds of soil for exposing leak portion of the pipe including tar cutting / concrete cutting, cutting the pipe diametrically perpendicular to the axis of pipeline without causing any damages to the balance portion, dismantling and lifting the pipe from trenches, smoothening the cut ends, conveying the new pipe, cutting and lowering new pipe into the trenches, placing in position, aligning the pipe to line and level and jointing the new pipe with the existing pipe with solvent cement or repairable joint and testing the pipeline by operating the valves concerned, and rectifying the defects if noticed and refilling the trenches in layers not exceeding 20cm depth including consolidating each layers by ramming, watering, charges for removing surplus soil from work site, without causing any damages to the existing utilities, including hire for tools and plant, conveyance of tools and materials, bailing out water, providing caution boards, lighting, ribbon fencing, watching, traffic control etc., complete as per the direction of Departmental officers, including the cost of pipe & specials but excluding the cost of C.I.R. Joints; uPVC Pipes and specials shall be of good quality and conforming to relevant standards: Socket & C.I.R. Jointing. |
| 73 | 100.47.2.2:Leak rectification work in 110mm uPVC (Class 2 to 6) pipeline including detecting and locating leak, earth work excavation in all kinds of soil for exposing leak portion of the pipe including tar cutting / concrete cutting, cutting the pipe diametrically perpendicular to the axis of pipeline without causing any damages to the balance portion, dismantling and lifting the pipe from trenches, smoothening the cut ends, conveying the new pipe, cutting and lowering new pipe into the trenches, placing in position, aligning the pipe to line and level and jointing the new pipe with the existing pipe with solvent cement or repairable joint and testing the pipeline by operating the valves concerned, and rectifying the defects if noticed and refilling the trenches in layers not exceeding 20cm depth including consolidating each layers by ramming, watering, charges for removing surplus soil from work site, without causing any damages to the existing utilities, including hire for tools and plant, conveyance of tools and materials, bailing out water, providing caution boards, lighting, ribbon fencing, watching, traffic control etc., complete as per the direction of Departmental officers, including the cost of pipe & specials but excluding the cost of C.I.R. Joints; uPVC Pipes and specials shall be of good quality and conforming to relevant standards: Socket & C.I.R. Jointing. |
| 74 | 100.47.2.4:Leak rectification work in 160mm uPVC (Class 2 to 6) pipeline including detecting and locating leak, earth work excavation in all kinds of soil for exposing leak portion of the pipe including tar cutting / concrete cutting, cutting the pipe diametrically perpendicular to the axis of pipeline without causing any damages to the balance portion, dismantling and lifting the pipe from trenches, smoothening the cut ends, conveying the new pipe, cutting and lowering new pipe into the trenches, placing in position, aligning the pipe to line and level and jointing the new pipe with the existing pipe with solvent cement or repairable joint and testing the pipeline by operating the valves concerned, and rectifying the defects if noticed and refilling the trenches in layers not exceeding 20cm depth including consolidating each layers by ramming, watering, charges for removing surplus soil from work site, without causing any damages to the existing utilities, including hire for tools and plant, conveyance of tools and materials, bailing out water, providing caution boards, lighting, ribbon fencing, watching, traffic control etc., complete as per the direction of Departmental officers, including the cost of pipe & specials but excluding the cost of C.I.R. Joints; uPVC Pipes and specials shall be of good quality and conforming to relevant standards: Socket & C.I.R. Jointing. |
| 75 | 100.47.2.5:Leak rectification work in 180mm uPVC (Class 2 to 6) pipeline including detecting and locating leak, earth work excavation in all kinds of soil for exposing leak portion of the pipe including tar cutting / concrete cutting, cutting the pipe diametrically perpendicular to the axis of pipeline without causing any damages to the balance portion, dismantling and lifting the pipe from trenches, smoothening the cut ends, conveying the new pipe, cutting and lowering new pipe into the trenches, placing in position, aligning the pipe to line and level and jointing the new pipe with the existing pipe with solvent cement or repairable joint and testing the pipeline by operating the valves concerned, and rectifying the defects if noticed and refilling the trenches in layers not exceeding 20cm depth including consolidating each layers by ramming, watering, charges for removing surplus soil from work site, without causing any damages to the existing utilities, including hire for tools and plant, conveyance of tools and materials, bailing out water, providing caution boards, lighting, ribbon fencing, watching, traffic control etc., complete as per the direction of Departmental officers, including the cost of pipe & specials but excluding the cost of C.I.R. Joints; uPVC Pipes and specials shall be of good quality and conforming to relevant standards: Socket & C.I.R. Jointing. |
| 76 | 100.47.3.1:Leak rectification work in 90mm uPVC (Class 2 to 6) pipeline including detecting and locating leak, earthwork excavation in all kinds of soil for exposing leak portion of the pipe including tar cutting / concrete cutting, cutting the pipe diametrically perpendicular to the axis of pipeline without causing any damages to the balance portion, dismantling and lifting the pipe from trenches, smoothening the cut ends, conveying the new pipe, cutting and lowering new pipe into the trenches, placing in position, aligning the pipe to line and level and jointing the new pipe with the existing pipe with solvent cement or repairable joint and testing the pipeline by operating the valves concerned, and rectifying the defects if noticed and refilling the trenches in layers not exceeding 20cm depth including consolidating each layers by ramming, watering, charges for removing surplus soil from work site, without causing any damage to the existing utilities, including hire for tools and plant, conveyance of tools and materials, bailing out water, providing caution boards, ribbon fencing, lighting, watching, traffic control etc., complete as per the direction of Departmental officers, including the cost of pipe & specials but excluding the cost of C.I.R. Joints; uPVC Pipes and specials shall be of good quality and conforming to relevant standards: C.I.R. Jointing. |
| 77 | 100.47.3.2:Leak rectification work in 110mm uPVC (Class 2 to 6) pipeline including detecting and locating leak, earthwork excavation in all kinds of soil for exposing leak portion of the pipe including tar cutting / concrete cutting, cutting the pipe diametrically perpendicular to the axis of pipeline without causing any damages to the balance portion, dismantling and lifting the pipe from trenches, smoothening the cut ends, conveying the new pipe, cutting and lowering new pipe into the trenches, placing in position, aligning the pipe to line and level and jointing the new pipe with the existing pipe with solvent cement or repairable joint and testing the pipeline by operating the valves concerned, and rectifying the defects if noticed and refilling the trenches in layers not exceeding 20cm depth including consolidating each layers by ramming, watering, charges for removing surplus soil from work site, without causing any damage to the existing utilities, including hire for tools and plant, conveyance of tools and materials, bailing out water, providing caution boards, ribbon fencing, lighting, watching, traffic control etc., complete as per the direction of Departmental officers, including the cost of pipe & specials but excluding the cost of C.I.R. Joints; uPVC Pipes and specials shall be of good quality and conforming to relevant standards: C.I.R. Jointing. |
| 78 | 100.47.3.4:Leak rectification work in 160mm uPVC (Class 2 to 6) pipeline including detecting and locating leak, earthwork excavation in all kinds of soil for exposing leak portion of the pipe including tar cutting / concrete cutting, cutting the pipe diametrically perpendicular to the axis of pipeline without causing any damages to the balance portion, dismantling and lifting the pipe from trenches, smoothening the cut ends, conveying the new pipe, cutting and lowering new pipe into the trenches, placing in position, aligning the pipe to line and level and jointing the new pipe with the existing pipe with solvent cement or repairable joint and testing the pipeline by operating the valves concerned, and rectifying the defects if noticed and refilling the trenches in layers not exceeding 20cm depth including consolidating each layers by ramming, watering, charges for removing surplus soil from work site, without causing any damage to the existing utilities, including hire for tools and plant, conveyance of tools and materials, bailing out water, providing caution boards, ribbon fencing, lighting, watching, traffic control etc., complete as per the direction of Departmental officers, including the cost of pipe & specials but excluding the cost of C.I.R. Joints; uPVC Pipes and specials shall be of good quality and conforming to relevant standards: C.I.R. Jointing. |
| 79 | 100.47.3.5:Leak rectification work in 180mm uPVC (Class 2 to 6) pipeline including detecting and locating leak, earthwork excavation in all kinds of soil for exposing leak portion of the pipe including tar cutting / concrete cutting, cutting the pipe diametrically perpendicular to the axis of pipeline without causing any damages to the balance portion, dismantling and lifting the pipe from trenches, smoothening the cut ends, conveying the new pipe, cutting and lowering new pipe into the trenches, placing in position, aligning the pipe to line and level and jointing the new pipe with the existing pipe with solvent cement or repairable joint and testing the pipeline by operating the valves concerned, and rectifying the defects if noticed and refilling the trenches in layers not exceeding 20cm depth including consolidating each layers by ramming, watering, charges for removing surplus soil from work site, without causing any damage to the existing utilities, including hire for tools and plant, conveyance of tools and materials, bailing out water, providing caution boards, ribbon fencing, lighting, watching, traffic control etc., complete as per the direction of Departmental officers, including the cost of pipe & specials but excluding the cost of C.I.R. Joints; uPVC Pipes and specials shall be of good quality and conforming to relevant standards: C.I.R. Jointing. |
| 80 | 100.48.2.6:Rectification of minor joint leakages in 250mm C.I. Pipe including earthwork excavation in all kinds of soil for exposing leaking joint including tar cutting / concrete cutting, without causing any damages to the line and specials, cleaning the joints including raking out the damaged lead wool, conveying and inserting hemp and lead wool and caulking after cleaning the ends, charging and testing to the required pressure, rectifying any defects noticed and refilling the trenches using excavated earth in layers not exceeding 20cm depth including consolidating each layers by ramming, watering, removing the surplus soil from the work site, without causing any damages to any other utilities, including the charges of conveyance and hire for tools and plant, bailing out water, lighting, watching, ribbon fencing, providing caution boards, traffic diversion, including cost of materials and as per the direction of departmental officers etc., complete. |
| 81 | 100.48.3.6:Rectification of joint leakages in 250mm C.I. Pipe including earthwork excavation in all kinds of soil for exposing leaking joint including tar cutting / concrete cutting, without causing any damages to the line and specials, cleaning the joints including raking out the damaged hemp and lead, conveying hemp and lead and providing lead joint after cleaning the joint, charging and testing to the required pressure, rectifying any defects noticed and refilling the trenches using excavated earth in layers not exceeding 20cm depth including consolidating each layers by ramming, watering, removing the surplus soil from the work site, without causing any damages to any other utilities, including the charges of conveyance and hire for tools and plant, bailing out water, lighting, watching, ribbon fencing, providing caution boards, traffic diversion, including cost of materials and as per the direction of departmental officers etc., complete, but excluding the cost of pig lead. |
| 82 | 100.48.4.6:Rectification of breakages up to 2.0m length in 250mm C.I. Pipes, including earthwork excavation in all kinds of soil for exposing leak portion of the pipe including tar cutting / concrete cutting, by cutting and removing and stacking the damaged portion from the existing line without causing any damages to the line and specials and replacing with Collar and jointing with hemp & lead after cleaning the ends, centering the pipe, testing the line to the required test pressure, rectifying any defects noticed and refilling the trenches using excavated earth in layers not exceeding 20cm depth, including consolidating each layers by ramming, watering, removing the surplus soil from the work site, without causing any damages to any other utilities, including the charges of hire & conveyance of tools and materials to the leak site, bailing out water, lighting, watching, ribbon fencing, caution boards, traffic diversion and as per the direction of departmental officers etc., complete, but excluding the cost of pipes, collar and pig lead. |
| 83 | 100.49.1.3:Rectification of joint leakages in 200mm D.I. Pipe (cutting, removing and laying back a length of 1.0m from one side of the joint) including earthwork excavation in all kinds of soil for exposing leak portion of the pipe including tar cutting / concrete cutting, by cutting and removing a portion of pipe from the damaged joint without causing any damages to the remaining portion of the line and specials and replacing the pipe with mechanical and tyton joint after cleaning the ends, centering the pipe, providing the joints, testing the line to the required test pressure, rectifying any defects noticed and refilling the trenches using excavated earth in layers not exceeding 20cm depth including consolidating each layers by ramming, watering, removing the surplus soil from the work site, without causing any damages to any other utilities, including the charges of hire and conveyance of tools, plants and materials to the leak site, bailing out water, lighting, watching, ribbon fencing, caution boards, traffic diversion but excluding cost of mechanical joint and as per the direction of departmental officers etc., complete. |
| 84 | 100.60.16.1:Plugging the existing 20mm (1/2 inch) house connection pipe near boring point using PP PN16 Compression End Cap, during alteration works, including cost of materials and consumables and charges for lighting, watching, providing caution boards etc. complete , including the cost of earthwork excavation in all kinds of soil, but excluding the cost of cutting of concrete / tarred / bituminous roads and as per directions of the department officers. |
| 85 | 100.60.16.2:Plugging the existing 25mm (3/4 inch) house connection pipe near boring point using PP PN16 Compression End Cap, during alteration works, including cost of materials and consumables and charges for lighting, watching, providing caution boards etc. complete , including the cost of earthwork excavation in all kinds of soil, but excluding the cost of cutting of concrete / tarred / bituminous roads and as per directions of the department officers. |
| 86 | 100.60.17.1:Repair work within 1 m length in 15 mm (1/2 inch) house connections, using 20mm PE Pipe, PE80, PN16, Conforming to IS 4984: 2016 or later edition and PP PN 16 Compression specials, including trenching and refilling in all kinds of soil, hire for tools, cost of consumables and labour charges, cost of materials, including charges for lighting, watching, providing caution boards, traffic control etc. complete, but excluding the cost of cutting of concrete / tarred / bituminous roads and as per the directions of the department officers. |
| 87 | 100.60.17.2:Repair work within 1 m length in 20 mm (3/4 inch) house connections, using 25mm PE Pipe, PE80, PN16, Conforming to IS 4984: 2016 or later edition and PP PN 16 Compression specials, including trenching and refilling in all kinds of soil, hire for tools, cost of consumables and labour charges, cost of materials, including charges for lighting, watching, providing caution boards, traffic control etc. complete, but excluding the cost of cutting of concrete / tarred / bituminous roads and as per the directions of the department officers. |
| 88 | 100.60.18.1:Repair work for 1m to 2m length in 15 mm (1/2 inch) house connections, using 20mm PE Pipe, PE80, PN16, Conforming to IS 4984: 2016 or later edition and PP PN 16 Compression specials, including trenching and refilling in all kinds of soil, hire for tools, cost of consumables and labour charges, cost of materials, including charges for lighting, watching, providing caution boards, traffic control etc. complete, but excluding the cost of cutting of concrete / tarred / bituminous roads and as per the directions of the department officers. |
| 89 | 100.60.18.2:Repair work for 1m to 2m length in 20mm (3/4 inch) house connections, using 25mm PE Pipe, PE80, PN16, Conforming to IS 4984: 2016 or later edition and PP PN 16 Compression specials, including trenching and refilling in all kinds of soil, hire for tools, cost of consumables and labour charges, cost of materials, including charges for lighting, watching, providing caution boards, traffic control etc. complete, but excluding the cost of cutting of concrete / tarred / bituminous roads and as per the directions of the department officers. |
| 90 | 100.60.19.1:Replacing the chocked / damaged 15mm (1/2 inch) house connection with 15mm meter from existing mains, up to a length of 5m using 20mm ( 1/2 inch ) PE Pipe, PE80, PN16, Conforming to IS 4984: 2016 or later edition and PP PN 16 Compression / GM / Brass specials viz. brass ferrule, brass hexagonal nipple, GM full way wheel valve, bend, MTA, FTA, couplers 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 cost of water meter and meter box and excluding charges for cutting the concrete / tarred / bituminous roads and as per the directions of the department officers. |
| 91 | 100.60.19.2:Replacing the chocked / damaged 20mm (3/4 inch) house connection with 20mm meter from existing mains, up to a length of 5m using 25mm ( 3/4 inch ) PE Pipe, PE80, PN16, Conforming to IS 4984: 2016 or later edition and PP PN 16 Compression / GM / Brass specials viz. brass ferrule, brass hexagonal nipple, GM full way wheel valve, bend, MTA, FTA, couplers 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 cost of water meter and meter box and excluding charges for cutting the concrete / tarred / bituminous roads and as per the directions of the department officers. |
| 92 | 100.60.5.1:Labour charges for attending boring point leakage / checking in the existing mains, including charges for earth work excavation in all kinds of soil, exposing the main, dismantling damaged pipe and specials as the case may be refilling the trenches with proper consolidation etc. complete as per the approved standards including charges for lighting, watching, providing caution boards, traffic control etc. complete but excluding cost of materials and cost of cutting of concrete / tarred / bituminous roads and as per the directions of the departmental officers. |
| 93 | 100.60.9.1:Dismantling the existing damaged / not working 15mm (1/2 inch) water meters from the 20mm service line, altering the meter connection to the standard drawing, using 20mm Indian Standard Class 6 uPVC pipe and uPVC / GM / Brass specials viz. 1 nos. GM full way wheel valve, Elbow etc. and connecting and testing the joints, fixing water meter etc. complete including cost of materials, hire and labour charges but excluding cost of water meter and meter box and as per the directions of the department officers. |
| 94 | 100.60.9.2:Dismantling the existing damaged / not working 20mm (3/4 inch) water meters from the 25mm service line, altering the meter connection to the standard drawing, using 25mm Indian Standard Class 6 uPVC pipe and uPVC / GM / Brass specials viz. 1 nos. GM full way wheel valve, Elbow etc. and connecting and testing the joints, fixing water meter etc. complete including cost of materials, hire and labour charges but excluding cost of water meter and meter box and as per the directions of the department officers. |
| 95 | 100.50.1.1:Rectification of leakages of 32mm, 40mm & 50mm G.I. Pipes by replacing lengths up to 1.0m including earthwork excavation in all kinds of soil for exposing leak portion of the pipe including tar / concrete cutting, by cutting, removing and stacking the damaged portion from the existing line without causing any damages to the remaining portion and specials and conveying and replacing with G.I. Pipes of suitable size and jointing by thraded coupler and union of suitable size including threading, alignment, laying and jointing to make a water tight joint, testing the line to the required pressure, rectifying any defects noticed and refilling the trenches using excavated earth in layers not exceeding 20cm depth including consolidating each layers by ramming, watering, removing the surplus soil from the work site, without causing any damages to any other utilities, including the charges hire and conveyance of tools, plant and materials to the leak site, bailing out water, lighting, watching, ribbon fencing, caution boards, traffic diversion, including the cost of specials but excluding cost of pipe and as per the direction of departmental officers etc., complete. |
| 96 | 100.50.1.2:Rectification of leakages of 65mm G.I. Pipes by replacing lengths up to 1.0m including earthwork excavation in all kinds of soil for exposing leak portion of the pipe including tar / concrete cutting, by cutting, removing and stacking the damaged portion from the existing line without causing any damages to the remaining portion and specials and conveying and replacing with G.I. Pipes of suitable size and jointing by thraded coupler and union of suitable size including threading, alignment, laying and jointing to make a water tight joint, testing the line to the required pressure, rectifying any defects noticed and refilling the trenches using excavated earth in layers not exceeding 20cm depth including consolidating each layers by ramming, watering, removing the surplus soil from the work site, without causing any damages to any other utilities, including the charges hire and conveyance of tools, plant and materials to the leak site, bailing out water, lighting, watching, ribbon fencing, caution boards, traffic diversion, including the cost of specials but excluding cost of pipe and as per the direction of departmental officers etc., complete. |
| 97 | OD77321/2026-2027:Identification and removal of blockage in the pipelines, boring points, etc., including earthwork in excavation, road restoration charges, etc. |
| 98 | SCADA system for Monitoring |
| 99 | OD85188/2026-2027:Signal Survey, Design, Supply, FAT, Installation, Testing, Commissioning, SAT etcof Complete GPRS based centralised SCADA Monitoring system using 100 mbpsspeed leased line including modem andall connectivity accessories etc. prefered make: ABB, Siemens, Schneider Honeywell, Yokogawa, Schneider, Mitsubishi, L&T, ECIL or equivalent approved by KWA |
| 100 | OD86232/2026-2027: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.prefered make: PGS300 |
| 101 | OD85186/2026-2027: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 Mtrprefered make LST300 |
| 102 | OD77414/2026-2027:Supply installing testing and commissioning of water quality display board. water quality monitoring display board P4: 6*4 (as L*B in feet). water quality display parameters; pH, Turbidity, residual chlorine, TDS etc. GI structure, civil foundation. etc linked to proposed scada system. |
| 103 | OD85346/2026-2027:Supply, Installation, Testing and Commissioning (SITC) of Online Multiparameter Water Quality Analyser suitable for continuous monitoring of potable water quality parameters (Residual Chlorine, pH, Turbidity and other specified parameters), complete with analyser unit, sensors, flow cell, sample conditioning system, sampling line, drain arrangement, mounting frame, weatherproof enclosure, reagent system wherever applicable, power supply unit, surge protection, 4/20 mA/Modbus communication, shielded instrumentation cables, junction boxes, conduit, cable trays, electrical connections, earthing, calibration, integration with RTU/PLC/SCADA, testing, commissioning, operator training and handing over including all accessories, consumables required for initial commissioning, labour and incidental works |
| 104 | OD85347/2026-2027:Supply and installation of Electromagnetic Flow Meter including companion flange, gaskets etc in distributionpipe lines for flow monitoring, weather protection to IP 68, Body material CS, Sensor- SS316 with remote display. Medium - Potable Water.\\"250 mm diameterprefered make: FEP632 |
| 105 | OD85348/2026-2027:Supply and installation of Electromagnetic Flow Meter including companion flange, gaskets etc in distributionpipe lines for flow monitoring, weather protection to IP 68, Body material CS, Sensor- SS316 with remote display. Medium - Potable Water.\\"300 mm diameterprefered makeFEP632 |
| 106 | OD85349/2026-2027:Supply and installation of Electromagnetic Flow Meter including companion flange, gaskets etc in distributionpipe lines for flow monitoring, weather protection to IP 68,Body material CS, Sensor- SS316 with remote display. Medium - Potable Water.\\"100 mm sizeprefered make ;FEP632 |
| 107 | OD85354/2026-2027:Supply and installation of Electromagnetic Flow Meter including companion flange, gaskets etc in distributionpipe lines for flow monitoring, weather protection to IP 68, Body material CS, Sensor- SS316 with remote display. Medium - Potable Water.\\"200 mm diameterprefered make: FEP632 |
| 108 | OD85187/2026-2027:Supply, Installation, Testing and Commissioning (SITC) of electronic Pressure Transmitter suitable for potable water distribution network complete with SS wetted parts, isolation valve, manifold, pressure tapping arrangement, mounting accessories, weatherproof junction box, surge protection, 4/20 mA with HART/Modbus communication, shielded instrumentation cable, conduit, cable trays, cable glands, termination, calibration, electrical connections, earthing, integration with RTU/PLC/SCADA, testing, commissioning and handing over including all accessories, fittings, labour, transportation and incidental works required for complete operationMax Pressure Range: 0 to 10 kg/cm2.Desired make: PGS300 |
| 109 | OD85350/2026-2027: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.prefered make: HACH, Forbes Marshall, ABB, Honeywell, Emerson or equivalent approved by KWA |
| 110 | OD76413/2026-2027:Providing, installing, testing and commissioning of 2 kVA Online UPS System suitable for single-phase 230 V AC, 50 Hz input/output, employing double-conversion online technology with pure sine wave output and a minimum output power factor of 0.9. The UPS shall be complete with a sealed maintenance-free (SMF/VRLA) battery bank sized to provide a minimum backup of 6 hours at the specified load, intelligent battery charger, battery rack, static bypass, maintenance bypass, LCD display, input/output MCBs, surge protection, audible and visual alarms, RS-232/USB communication interface, SNMP/Modbus compatibility for remote monitoring, all interconnecting cables, earthing, mounting hardware and accessories. The UPS shall provide protection against overload, short circuit, over/under-voltage, battery deep discharge and over-temperature. The system shall conform to IS/IEC 62040 and relevant Indian Standards. The scope shall include supply, installation, testing, commissioning, demonstration, submission of test certificates and operation manuals, and 5-year comprehensive warranty including batteries, complete in all respects. |
| 111 | OD86238/2026-2027:Inline chlorine sensor unit and automatic dosage system with GSM/GPRS interfacefor live monitoring and control, including installation, trial running andcommissioning etc complete.prefered make : HACH, ABB, Forbes Marshall, E+H or equivalent approved by KWA |
| 112 | Civil works - Scada room |
| 113 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil |
| 114 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge |
| 115 | 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) |
| 116 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 117 | 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). |
| 118 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform |
| 119 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers |
| 120 | 5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars |
| 121 | 50.6.1.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm 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. |
| 122 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 123 | 13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer |
| 124 | 13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 125 | 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 |
| 126 | 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. |
| 127 | 9.48.2:Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to openings/ wooden frames with rawl plugs screws etc |
| 128 | 21.1.1.2:Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately):For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron) |
| 129 | 21.1.2.2:For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required (Fittings shall be paid for separately)Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 130 | 21.3.1:Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer - in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) |
| 131 | Civil Works - Flowmeter chambers |
| 132 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil |
| 133 | 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) |
| 134 | 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) |
| 135 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 136 | 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 |
| 137 | 100.41.33:Supplying and fixing 500mm dia C.I. manhole cover with frame (medium duty) charges including all cost, labour charges etc., complete. |
| 138 | Civil works - Valve chamber |
| 139 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil |
| 140 | 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) |
| 141 | 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) |
| 142 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete |
| 143 | 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 |
| 144 | 100.41.33:Supplying and fixing 500mm dia C.I. manhole cover with frame (medium duty) charges including all cost, labour charges etc., complete. |
| 145 | Road restoration LSGD |
| 146 | 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. |
| 147 | 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 |
| 148 | 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 |
| 149 | 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 |
| 150 | 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) |
| 151 | 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. |
| 152 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification(i) Nominal mix (1:2:4) |
| 153 | Road restoration PWD |
| 154 | 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 |
| 155 | 4.2.A.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-III -For lower sub-base - Mix in Place Method |
| 156 | hydraulic design study |
| 157 | OD75519/2026-2027:Verification of existing Hydraulic design and proposing variations: Contractor shall verify existing hydraulic design provided by KWA and propose variations required, if any, for achieving the DFT KPI parameters. |
| 158 | OD75514/2026-2027:Testing the customer water meters for accuracy as per standards, in the meter testing facility at KWA. |
| 159 | O&M for 5 years |
| 160 | OD92742/2026-2027: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 this contract, and as per specifications and special conditions of this contract. (First year) |
| 161 | OD92741/2026-2027: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 this contract, and as per specifications and special conditions of this contract. (Second year) |
| 162 | OD92740/2026-2027: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 this contract, and as per specifications and special conditions of this contract. (Third year) |
| 163 | OD92739/2026-2027: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 this contract, and as per specifications and special conditions of this contract. (Fourth year) |
| 164 | OD92738/2026-2027: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 this contract, and as per specifications and special conditions of this contract. (First year) |
| 165 | Provision for other items |
| 166 | OD92743/2026-2027: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.) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 20, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 14, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 24 daysSep 15, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 25 daysTender Documents
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