Tender For General - Jalanidhi Sustainability Project 2026-2027, Package 1 - Schemes In Vellamunda Grama Panchayath - Repair And Maintenance Of Water Supply Scheme - General Civil Work
Tender Value
29.91 Lakhs
Estimated cost
Bid Submission
16 Nov 2026
1 days left
EMD
50000
Bank guarantee accepted
Document Fee
2500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Wayanad → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for General - Jalanidhi Sustainability Project 2026-2027, Package 1 - Schemes In Vellamunda Grama Panchayath - Repair And Maintenance Of Water Supply Scheme - General Civil Work
BOQ
| Sl. No. | Item Description |
| 1 | VEETTIKUNN WSS |
| 2 | 13.37.1White washing with lime to give an even shade:New work (three or more coats) |
| 3 | 13.4.112 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand) |
| 4 | 13.60.1Wall painting with acrylic emulsion paint of approved brand and manufacture to givean even shade:Two or more coats on new work |
| 5 | 22.6Providing and laying water proofing treatment on roofs of slabs by applying cementslurry mixed with water proofing cement compound consisting of applying : a) aftersurface preparation, first layer of slurry of cement @ 0.488 kg/ sqm mixed with waterproofing cement compound @ 0.253 kg/ sqm. laying second layer of fibre glass clothwhen the first layer is still green. Overlaps of joints of fibre cloth should not be lessthan 10 cm. c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289kg/ sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarsesand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by watercuring for 48 hours. The entire treatment will be taken upto 30 cm on parapet walland tucked into groove in parapet all around. d) fourth and final layer of brick tillingwith cement mortar (which will be paid for separately. For the purpose ofmeasurement the entire treated surface will be measured) |
| 6 | 100.98.234Supply of PVC Pipe, 10kg/cm2, 63mm Dia. |
| 7 | 100.98.236Supply of PVC Pipe, 10kg/cm2, 90mm Dia. |
| 8 | 100.9.6Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches alreadymade, placing in position aligning the pipeline to the lines and levels and jointing thepipes and specials with solvent cement and testing the pipeline with water to therequired test pressure (excluding cost of pipes and specials): 63 mm nominal outsidediameter pipes. |
| 9 | 100.9.8Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches alreadymade, placing in position aligning the pipeline to the lines and levels and jointing thepipes and specials with solvent cement and testing the pipeline with water to therequired test pressure (excluding cost of pipes and specials): 90 mm nominal outsidediameter pipes. |
| 10 | 100.1.1Excavating trenches of required width for pipes, cables, etc., including excavation forsockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, includinggetting out the excavated soil, and then returning the soil as required, in layers notexceeding 20cm in depth, including consolidating each deposited layer by ramming,watering, etc., and disposing of surplus excavated soil as directed, within a lead of50m, in all kinds of soil. |
| 11 | 100.47.1.2Leak rectification work in 40mm uPVC (Class 2 to 6) pipeline including detectingand locating leak, earthwork excavation in all kinds of soil for exposing leak portionof the pipe including tar cutting / concrete cutting, cutting the pipe diametricallyperpendicular to the axis of pipeline without causing any damages to the remainingportion, 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 withthe existing pipe with solvent cement or any available joint and testing the pipeline byoperating the valves concerned, and rectifying the defects if noticed and withoutcausing any damages to the existing utilities and refilling the trenches usingexcavated earth in layers not exceeding 20cm depth including consolidating eachlayers by ramming, watering, charges for removing surplus soil from work site,including hire for tools and plant, conveyance of tools and materials, bailing outwater, providing caution boards, lighting, watching, ribbon fencing, traffic controllingetc., complete as per the direction of Departmental officers including the cost of pipeand uPVC specials; uPVC Pipes and specials shall be of good quality and conformingto relevant standards: All Socketed Jointing. |
| 12 | 100.47.1.3Leak rectification work in 50mm uPVC (Class 2 to 6) pipeline including detectingand locating leak, earthwork excavation in all kinds of soil for exposing leak portionof the pipe including tar cutting / concrete cutting, cutting the pipe diametricallyperpendicular to the axis of pipeline without causing any damages to the remainingportion, 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 withthe existing pipe with solvent cement or any available joint and testing the pipeline byoperating the valves concerned, and rectifying the defects if noticed and withoutcausing any damages to the existing utilities and refilling the trenches usingexcavated earth in layers not exceeding 20cm depth including consolidating eachlayers by ramming, watering, charges for removing surplus soil from work site,including hire for tools and plant, conveyance of tools and materials, bailing outwater, providing caution boards, lighting, watching, ribbon fencing, traffic controllingetc., complete as per the direction of Departmental officers including the cost of pipeand uPVC specials; uPVC Pipes and specials shall be of good quality and conformingto relevant standards: All Socketed Jointing. |
| 13 | 100.47.1.4Leak rectification work in 63mm uPVC (Class 2 to 6) pipeline including detectingand locating leak, earthwork excavation in all kinds of soil for exposing leak portionof the pipe including tar cutting / concrete cutting, cutting the pipe diametricallyperpendicular to the axis of pipeline without causing any damages to the remainingportion, 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 withthe existing pipe with solvent cement or any available joint and testing the pipeline byoperating the valves concerned, and rectifying the defects if noticed and withoutcausing any damages to the existing utilities and refilling the trenches usingexcavated earth in layers not exceeding 20cm depth including consolidating eachlayers by ramming, watering, charges for removing surplus soil from work site,including hire for tools and plant, conveyance of tools and materials, bailing outwater, providing caution boards, lighting, watching, ribbon fencing, traffic controllingetc., complete as per the direction of Departmental officers including the cost of pipeand uPVC specials; uPVC Pipes and specials shall be of good quality and conformingto relevant standards: All Socketed Jointing. |
| 14 | 100.47.1.6Leak rectification work in 90mm uPVC (Class 2 to 6) pipeline including detectingand locating leak, earthwork excavation in all kinds of soil for exposing leak portionof the pipe including tar cutting / concrete cutting, cutting the pipe diametricallyperpendicular to the axis of pipeline without causing any damages to the remainingportion, 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 withthe existing pipe with solvent cement or any available joint and testing the pipeline byoperating the valves concerned, and rectifying the defects if noticed and withoutcausing any damages to the existing utilities and refilling the trenches usingexcavated earth in layers not exceeding 20cm depth including consolidating eachlayers by ramming, watering, charges for removing surplus soil from work site,including hire for tools and plant, conveyance of tools and materials, bailing outwater, providing caution boards, lighting, watching, ribbon fencing, traffic controllingetc., complete as per the direction of Departmental officers including the cost of pipeand uPVC specials; uPVC Pipes and specials shall be of good quality and conformingto relevant standards: All Socketed Jointing. |
| 15 | 18.12.6Providing and fixing G.I. pipes complete with G.I fittings including trenching andrefilling etc. External work50 mm dia nominal bore |
| 16 | OD40423/2026-2027water quality test |
| 17 | OD40426/2026-2027name board |
| 18 | KELLUR WSS |
| 19 | 100.3.5.4Earthwork in open well excavation (above water) for wells of diameter above 3.5mand up to 6.0m in all kinds of soil and conveying and depositing the spoil withininitial lead of 50m and lift from 4.5m to 6.0m including neat banking. |
| 20 | 100.3.5.5Earthwork in open well excavation (above water) for wells of diameter above 3.5mand up to 6.0m in all kinds of soil and conveying and depositing the spoil withininitial lead of 50m and lift from 6.0m to 7.50m including neat banking |
| 21 | 100.7.2Bailing out water with engine and pump set above 5HP up to 10HP includingconveyance to the site, erecting, dismantling and taking back of engine and pump,cost of fuel lubricating oil and other stores pay of staff etc., complete |
| 22 | 5.7Reinforced cement concrete work in well - steining excluding the cost of centering,shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(Zone - III) derived from naturalsources derived from naturalsources: 3 graded stone aggregate 20 mm nominal size derived from naturalsources derived from naturalsources |
| 23 | 5.9.1Centering and shuttering including strutting, etc. and removal of formfor:Foundations, footings, bases of columns, etc for mass concrete |
| 24 | 5.22.6Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treatedbars of grade Fe-500D or more |
| 25 | 13.37.1White washing with lime to give an even shade:New work (three or more coats) |
| 26 | 13.4.112 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand) |
| 27 | 13.60.1Wall painting with acrylic emulsion paint of approved brand and manufacture to givean even shade:Two or more coats on new work |
| 28 | 22.6Providing and laying water proofing treatment on roofs of slabs by applying cementslurry mixed with water proofing cement compound consisting of applying : a) aftersurface preparation, first layer of slurry of cement @ 0.488 kg/ sqm mixed with waterproofing cement compound @ 0.253 kg/ sqm. laying second layer of fibre glass clothwhen the first layer is still green. Overlaps of joints of fibre cloth should not be lessthan 10 cm. c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289kg/ sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarsesand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by watercuring for 48 hours. The entire treatment will be taken upto 30 cm on parapet walland tucked into groove in parapet all around. d) fourth and final layer of brick tillingwith cement mortar (which will be paid for separately. For the purpose ofmeasurement the entire treated surface will be measured) |
| 29 | OD42562/2026-2027supply and fixing door and ventilator for pump house |
| 30 | 100.1.1Excavating trenches of required width for pipes, cables, etc., including excavation forsockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, includinggetting out the excavated soil, and then returning the soil as required, in layers notexceeding 20cm in depth, including consolidating each deposited layer by ramming,watering, etc., and disposing of surplus excavated soil as directed, within a lead of50m, in all kinds of soil. |
| 31 | 100.47.1.1Leak rectification work in 32mm uPVC (Class 2 to 6) pipeline including detectingand locating leak, earthwork excavation in all kinds of soil for exposing leak portionof the pipe including tar cutting / concrete cutting, cutting the pipe diametrically perpendicular to the axis of pipeline without causing any damages to the remainingportion, 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 withthe existing pipe with solvent cement or any available joint and testing the pipeline byoperating the valves concerned, and rectifying the defects if noticed and withoutcausing any damages to the existing utilities and refilling the trenches usingexcavated earth in layers not exceeding 20cm depth including consolidating eachlayers by ramming, watering, charges for removing surplus soil from work site,including hire for tools and plant, conveyance of tools and materials, bailing outwater, providing caution boards, lighting, watching, ribbon fencing, traffic controllingetc., complete as per the direction of Departmental officers including the cost of pipeand uPVC specials; uPVC Pipes and specials shall be of good quality and conformingto relevant standards: All Socketed Jointing. |
| 32 | 100.47.1.2Leak rectification work in 40mm uPVC (Class 2 to 6) pipeline including detectingand locating leak, earthwork excavation in all kinds of soil for exposing leak portionof the pipe including tar cutting / concrete cutting, cutting the pipe diametricallyperpendicular to the axis of pipeline without causing any damages to the remainingportion, 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 withthe existing pipe with solvent cement or any available joint and testing the pipeline byoperating the valves concerned, and rectifying the defects if noticed and withoutcausing any damages to the existing utilities and refilling the trenches usingexcavated earth in layers not exceeding 20cm depth including consolidating eachlayers by ramming, watering, charges for removing surplus soil from work site,including hire for tools and plant, conveyance of tools and materials, bailing outwater, providing caution boards, lighting, watching, ribbon fencing, traffic controllingetc., complete as per the direction of Departmental officers including the cost of pipeand uPVC specials; uPVC Pipes and specials shall be of good quality and conformingto relevant standards: All Socketed Jointing. |
| 33 | 100.47.1.3Leak rectification work in 50mm uPVC (Class 2 to 6) pipeline including detectingand locating leak, earthwork excavation in all kinds of soil for exposing leak portionof the pipe including tar cutting / concrete cutting, cutting the pipe diametricallyperpendicular to the axis of pipeline without causing any damages to the remainingportion, 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 withthe existing pipe with solvent cement or any available joint and testing the pipeline byoperating the valves concerned, and rectifying the defects if noticed and withoutcausing any damages to the existing utilities and refilling the trenches usingexcavated earth in layers not exceeding 20cm depth including consolidating eachlayers by ramming, watering, charges for removing surplus soil from work site,including hire for tools and plant, conveyance of tools and materials, bailing outwater, providing caution boards, lighting, watching, ribbon fencing, traffic controllingetc., 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 conformingto relevant standards: All Socketed Jointing. |
| 34 | 100.47.1.4Leak rectification work in 63mm uPVC (Class 2 to 6) pipeline including detectingand locating leak, earthwork excavation in all kinds of soil for exposing leak portionof the pipe including tar cutting / concrete cutting, cutting the pipe diametricallyperpendicular to the axis of pipeline without causing any damages to the remainingportion, 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 withthe existing pipe with solvent cement or any available joint and testing the pipeline byoperating the valves concerned, and rectifying the defects if noticed and withoutcausing any damages to the existing utilities and refilling the trenches usingexcavated earth in layers not exceeding 20cm depth including consolidating eachlayers by ramming, watering, charges for removing surplus soil from work site,including hire for tools and plant, conveyance of tools and materials, bailing outwater, providing caution boards, lighting, watching, ribbon fencing, traffic controllingetc., complete as per the direction of Departmental officers including the cost of pipeand uPVC specials; uPVC Pipes and specials shall be of good quality and conformingto relevant standards: All Socketed Jointing. |
| 35 | 100.9.6Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches alreadymade, placing in position aligning the pipeline to the lines and levels and jointing thepipes and specials with solvent cement and testing the pipeline with water to therequired test pressure (excluding cost of pipes and specials): 63 mm nominal outsidediameter pipes. |
| 36 | 100.98.234Supply of PVC Pipe, 10kg/cm2, 63mm Dia. |
| 37 | OD42563/2026-2027water quality test |
| 38 | OD42564/2026-2027Supplying and erection of best quality ISI market brand ?open well submersibleThree phase drivenmotor pump set working at 360 voltage (IS 14220) with bronze impeller and stainlesssteel shaft having(5000 lph discharge and head 70 mtr )suitable ISI marked accessories such as starter(best quality ISI marked fully automaticelectronic star delta ),main switch, fuse, capacitor, ELCB,adequate length of best quality suitable size flat submersible cable, reflux valve,sluice valve, pressuregauge, earthing materials conforming to IS 3043/2000 as amended to date ,ammeter,voltmeter, selector switch, flickering lamps dry running preventer cum no voltage wire, GI CLB(medium)/column HDPE/ASTM pipesof suitable size and length , conveying and erecting the motor pumpset and panelboard and giving allconnections earthing etc as per the KSEB/EI rules and regulations .Trial run shouldbe given for 7 days .Any documentation required for proper electric connection shall be arranged by thecontractor at theirown cost etc.. complete as per the directions of engineer in charge of the work |
| 39 | OD42565/2026-2027name board |
| 40 | MYLADANKUNN WSS |
| 41 | 100.3.5.14Earthwork in open well excavation (in or under water) for wells of diameter above3.5m and up to 6.0m in all kinds of soil and conveying and depositing the spoil withininitial lead of 50m and lift from 4.5m to 6.0m including neat banking. |
| 42 | 100.3.5.15Earthwork in open well excavation (in or under water) for wells of diameter above3.5m and up to 6.0m in all kinds of soil and conveying and depositing the spoil withininitial lead of 50m and lift from 6.0m to 7.50m including neat banking |
| 43 | 100.3.5.16Earthwork in open well excavation (in or under water) for wells of diameter above3.5m and up to 6.0m in all kinds of soil and conveying and depositing the spoil withininitial lead of 50m and lift from 7.50m to 9.0m including neat banking. |
| 44 | 100.7.2Bailing out water with engine and pump set above 5HP up to 10HP includingconveyance to the site, erecting, dismantling and taking back of engine and pump,cost of fuel lubricating oil and other stores pay of staff etc., complete. |
| 45 | 5.22.6Steel reinforcement for R.C.C work including straightening, cutting, bending, placingin position and binding all complete upto plinth levelThermo - Mechanically Treatedbars of grade Fe-500D or more |
| 46 | 5.7Reinforced cement concrete work in well - steining excluding the cost of centering,shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(Zone - III) derived from natural sources derived from naturalsources: 3 graded stone aggregate 20 mm nominal size derived from naturalsources derived from naturalsources) |
| 47 | 5.9.1Centering and shuttering including strutting, etc. and removal of formfor:Foundations, footings, bases of columns, etc for mass concrete |
| 48 | 13.37.1White washing with lime to give an even shade:New work (three or more coats) |
| 49 | 13.4.112 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand) |
| 50 | 13.60.1Wall painting with acrylic emulsion paint of approved brand and manufacture to givean even shade:Two or more coats on new work |
| 51 | OD39679/2026-2027water quality test |
| 52 | OD39680/2026-2027Supplying and erection of best quality ISI market brand open well submersible Threephase driven motor pump set(discharge 5000 lph and head 80 mtr) working at 360 voltage (ISI) with bronze impeller andstainless steel shaft having suitable ISI marked accessories such as starter(best qualityISI marked fully automatic electronic star delta ),main switch, fuse, capacitor, ELCB ,reflux valve, sluice valve, pressure gauge, earthing materials conforming to IS3043/2000 as amended to date ,ammeter ,voltmeter, selector switch, flickering lampsdry running preventer cum no voltage wire, conveying and erecting the motorpumpset and panel board and giving all connections earthing etc as per the KSEB/EIrules and regulations .Trial run should be given for 7 days . Any documentationrequired for proper electric connection shall be arranged by the contractor at theirown cost etc.. complete as per the directions of engineer in charge of the work |
| 53 | OD39681/2026-2027supply and erecting mobile starter for pump |
| 54 | 10.1Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approvedsteel primer all complete. |
| 55 | 12.1.3Providing corrugate G.S. sheet roofing including vertical/ curved surface fixed withpolymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I.limpet washers or with G.I. limpet washers filled with white lead, including a coat ofapproved steel primer and two coats of approved paint on overlapping of sheetscomplete ( up to any pitch in horizontal / vertical or curved surfaces), excluding thecost of purlins, rafters and trusses and including cutting to size and shape whereverrequired.0.63 mm thick with zinc coating not less than 275 gm/m2 |
| 56 | 100.1.1Excavating trenches of required width for pipes, cables, etc., including excavation forsockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, includinggetting out the excavated soil, and then returning the soil as required, in layers notexceeding 20cm in depth, including consolidating each deposited layer by ramming,watering, etc., and disposing of surplus excavated soil as directed, within a lead of50m, in all kinds of soil. |
| 57 | 100.98.231Supply of PVC Pipe, 10kg/cm2, 32mm Dia. |
| 58 | 100.98.232Supply of PVC Pipe, 10kg/cm2, 40mm Dia. |
| 59 | 100.9.3Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches alreadymade, placing in position aligning the pipeline to the lines and levels and jointing thepipes and specials with solvent cement and testing the pipeline with water to therequired test pressure (excluding cost of pipes and specials): 32 mm nominal outsidediameter pipes. |
| 60 | 100.9.4Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches alreadymade, placing in position aligning the pipeline to the lines and levels and jointing thepipes and specials with solvent cement and testing the pipeline with water to therequired test pressure (excluding cost of pipes and specials): 40 mm nominal outsidediameter pipes. |
| 61 | OZHUKKANMOOLA |
| 62 | 15.2.1Demolishing cement concrete manually / by mechanical means including disposal ofmaterial within 50 metres lead as per direction of Engineer - in-Charge.Nominalconcrete 1:3:6 or richer mix (i/c equivalent design mix) |
| 63 | 2.1.1Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m inwidth as well as 10 sqm on plan including disposal of excavated earth up to 50 m andlift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil |
| 64 | 4.1.5Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mmnominal size derived from natural sources) |
| 65 | 5.2.2Reinforced cement concrete work in walls (any thickness), including attachedpilasters, 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 gradedstone aggregate 20 mm nominal size derived from natural sources) |
| 66 | 5.9.1Centering and shuttering including strutting, etc. and removal of formfor:Foundations, footings, bases of columns, etc for mass concrete |
| 67 | 5.22.6Steel reinforcement for R.C.C work including straightening, cutting, bending, placingin position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more |
| 68 | 13.37.1White washing with lime to give an even shade:New work (three or more coats) |
| 69 | 13.4.112 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand) |
| 70 | 13.60.1Wall painting with acrylic emulsion paint of approved brand and manufacture to givean even shade:Two or more coats on new work |
| 71 | 22.5Providing and laying water proofing treatment in sunken portion of WCs, bathroometc., by applying cement slurry mixed with water proofing cement compoundconsisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed withwater proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to aircure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg /sqm mixed withwater proofing cement compound @ 0.126 kg/ sqm. This layer will be allowed to aircure for 4 hours followed with water curing for 48 hours. The rate includespreparation of surface, treatment and sealing of all joints, corners, junctions of pipesand masonry with polymer mixed slurry. |
| 72 | 100.98.234Supply of PVC Pipe, 10kg/cm2, 63mm Dia. |
| 73 | 100.1.1Excavating trenches of required width for pipes, cables, etc., including excavation forsockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, includinggetting out the excavated soil, and then returning the soil as required, in layers notexceeding 20cm in depth, including consolidating each deposited layer by ramming,watering, etc., and disposing of surplus excavated soil as directed, within a lead of50m, in all kinds of soi |
| 74 | 100.9.5Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches alreadymade, placing in position aligning the pipeline to the lines and levels and jointing thepipes and specials with solvent cement and testing the pipeline with water to therequired test pressure (excluding cost of pipes and specials): 50 mm nominal outsidediameter pipes |
| 75 | 10.1Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approvedsteel primer all complete. |
| 76 | OD40573/2026-2027water quality test |
| 77 | OD40574/2026-2027Supplying and erection of best quality ISI market brand ?open well submersibleThree phase drivenmotor pump se(head 60 mtr and discharge 7000 lph)t working at 360 voltage (IS 14220) with bronze impeller and stainlesssteel shaft havingminimum of 18000lph discharge against 160 m head with suitable ISI markedaccessories such asstarter(best quality ISI marked fully automatic electronic star delta ),main switch,fuse, capacitor, ELCB,adequate length of best quality suitable size flat submersible cable, reflux valve,sluice valve, pressuregauge, earthing materials conforming to IS 3043/2000 as amended to date ,ammeter,voltmeter, selectorswitch, flickering lamps dry running preventer cum no voltage wire, GI CLB(medium)/column hdpe pipesof suitable size and length , conveying and erecting the motor pumpset and panelboard and giving allconnections earthing etc as per the KSEB/EI rules and regulations .Trial run shouldbe given for 7 days .Any documentation required for proper electric connection shall be arranged by thecontractor at theirown cost etc.. complete as per the directions of engineer in charge of the work |
| 78 | OD40575/2026-2027supply and erecting mobile starter for pump |
| 79 | OD40576/2026-2027name board |
| 80 | CHIRAMOOLA |
| 81 | OD40114/2026-2027Supplying and fixing 1m inner dia & 1m height 5cm thick precast RCCfiltermedia chamber and suitably fix it over the platform and making the jointingportion water tight and filling with filter media as per the attached drawing etccomplete |
| 82 | OD40115/2026-2027Supply and Fixing 63 mm PVC 6kg/cm2 from filter unit to wellbottom<br> |
| 83 | OD40143/2026-2027supply and fixing 90 mm pvc valve |
| 84 | OD40116/2026-2027Supply and Fixing 90 mm PVC 6kg/cm2 down pipe from the gutter pipe alreadyfixed in position up to the filter pit including all clamping/ welding clamps forholding the down pipes in the position etc including cost of all specials, end closures,tees and labour charges etc complete.<br> |
| 85 | 100.41.35Supplying, sieving, stacking and spreading 40mm broken stone in the gallery trenchesas per standard norms including cost of all materials |
| 86 | 100.41.36Supplying, sieving, stacking and spreading 20mm to 12.5mm broken stone in thegallery trenches as per standard norms including cost of all materials |
| 87 | 100.41.37Supplying, sieving, stacking and spreading 10mm to 6mm broken stone in the gallery trenches as per standard norms including cost of all materials |
| 88 | OD40117/2026-2027Supply and fixing of square gutter pipe with 160 mm PVC 6kg/cm2 at the edge ofthe sloped roof including all clamping/ welding clamps for holding the gutter pipes inthe position etc including cost of all specials, end closures, tees and labour charges etccomplete.<br> |
| 89 | OD40125/2026-2027Supply stacking and spreading charcoal/burned coconut shell including cost of allmaterials and labour charges |
| 90 | 2.1.1Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m inwidth as well as 10 sqm on plan including disposal of excavated earth up to 50 m andlift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil |
| 91 | 5.1.2A1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) incuding manufactured sand derivedfrom Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate20 mm nominal size of Recycled Concrete Aggregate (RCA) upto 20%. |
| 92 | 4.1.6Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3coarse sand (zone-III) derived from natural sources : 6 gradedstone aggregate 40 mm nominal size derived from natural sources) |
| 93 | 5.22.6Steel reinforcement for R.C.C work including straightening, cutting, bending, placingin position and binding all complete upto plinth levelThermo - Mechanically Treatedbars of grade Fe-500D or more |
| 94 | 5.9.1Centering and shuttering including strutting, etc. and removal of formfor:Foundations, footings, bases of columns, etc for mass concrete |
| 95 | 13.37.1White washing with lime to give an even shade:New work (three or more coats) |
| 96 | 13.4.112 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand) |
| 97 | 13.60.1Wall painting with acrylic emulsion paint of approved brand and manufacture to givean even shade:Two or more coats on new work |
| 98 | 18.48Providing and placing on terrace (at all floor levels) polyethylene water storage tank:ISI 12701 marked, with cover and suitable locking arrangement and makingnecessary holes for inlet, outlet and overflow pipes but without fittings and the basesupport for tank. |
| 99 | 100.98.171Supply of HDPE Pipe PE 100 (IS 4984/1995), 12.5kg, 50mm Outer Dia |
| 100 | 100.98.172Supply of HDPE Pipe PE 100 (IS 4984/1995), 12.5kg, 63mm Outer Dia. |
| 101 | 100.9.5Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches alreadymade, placing in position aligning the pipeline to the lines and levels and jointing thepipes and specials with solvent cement and testing the pipeline with water to therequired test pressure (excluding cost of pipes and specials): 50 mm nominal outsidediameter pipes. |
| 102 | 100.9.6Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches alreadymade, placing in position aligning the pipeline to the lines and levels and jointing thepipes and specials with solvent cement and testing the pipeline with water to therequired test pressure (excluding cost of pipes and specials): 63 mm nominal outsidediameter pipes. |
| 103 | 10.1Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approvedsteel primer all complete |
| 104 | OD40121/2026-2027water quality test |
| 105 | OD40122/2026-2027Supplying and erection of best quality ISI market brand ?open well submersible(Discharge 5000 lph and head 30 mtr)single phase drivenmotor pump set working at 360 voltage (IS 14220) with bronze impeller and stainlesssteel shaft havingsuitable ISI marked accessories such as starter(best quality ISI marked fully automaticelectronic star delta ),main switch, fuse, capacitor, ELCB,adequate length of best quality suitable size flat submersible cable, reflux valve,sluice valve, pressuregauge, earthing materials conforming to IS 3043/2000 as amended to date ,ammeter,voltmeter, selectorswitch, flickering lamps dry running preventer cum no voltage wire, GI CLB(medium)/column HDPE/ASTM pipesof suitable size and length , conveying and erecting the motor pumpset and panelboard and giving allconnections earthing etc as per the KSEB/EI rules and regulations .Trial run shouldbe given for 7 days .Any documentation required for proper electric connection shall be arranged by thecontractor at theirown cost etc.. complete as per the directions of engineer in charge of the work |
| 106 | OD40123/2026-2027name board |
| 107 | NADAMKUZHICHAL WSS |
| 108 | 10.1Structural steel work in single section, fixed with or without connecting plate,including cutting, hoisting, fixing in position and applying a priming coat of approvedsteel primer all complete. |
| 109 | 12.1.3Providing corrugate G.S. sheet roofing including vertical/ curved surface fixed withpolymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I.limpet washers or with G.I. limpet washers filled with white lead, including a coat ofapproved steel primer and two coats of approved paint on overlapping of sheetscomplete ( up to any pitch in horizontal / vertical or curved surfaces), excluding thecost of purlins, rafters and trusses and including cutting to size and shape whereverrequired.0.63 mm thick with zinc coating not less than 275 gm/m2 |
| 110 | 13.37.1White washing with lime to give an even shade:New work (three or more coats) |
| 111 | 13.60.1Wall painting with acrylic emulsion paint of approved brand and manufacture to givean even shade:Two or more coats on new work |
| 112 | 18.48Providing and placing on terrace (at all floor levels) polyethylene water storage tank:ISI 12701 marked, with cover and suitable locking arrangement and makingnecessary holes for inlet, outlet and overflow pipes but without fittings and the basesupport for tank. |
| 113 | OD40899/2026-2027water quality test |
| 114 | OD40900/2026-2027supply and erecting mobile starter for pump |
| 115 | OD40901/2026-2027Supplying and erection of best quality ISI market brand ?open well submersible(Discharge 5000 lph and head 70 mtr)Three phase drivenmotor pump set working at 360 voltage (IS 14220) with bronze impeller and stainlesssteel shaft havingsuitable ISI marked accessories such as starter(best quality ISI marked fully automaticelectronic star delta ),main switch, fuse, capacitor, ELCB,adequate length of best quality suitable size flat submersible cable, reflux valve,sluice valve, pressuregauge, earthing materials conforming to IS 3043/2000 as amended to date ,ammeter,voltmeter, selectorswitch, flickering lamps dry running preventer cum no voltage wire, GI CLB(medium)/column HDPE/ASTM pipesof suitable size and length , conveying and erecting the motor pumpset and panelboard and giving allconnections earthing etc as per the KSEB/EI rules and regulations .Trial run shouldbe given for 7 days .Any documentation required for proper electric connection shall be arranged by thecontractor at theirown cost etc.. complete as per the directions of engineer in charge of the work |
| 116 | OD40902/2026-2027name board |
| 117 | KOTTAMUKKAMPULINJAL WSS |
| 118 | 100.98.230Supply of PVC Pipe, 10kg/cm2, 25mm Dia. |
| 119 | 100.98.231Supply of PVC Pipe, 10kg/cm2, 32mm Dia. |
| 120 | 100.98.232Supply of PVC Pipe, 10kg/cm2, 40mm Dia |
| 121 | 100.1.1Excavating trenches of required width for pipes, cables, etc., including excavation forsockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, includinggetting out the excavated soil, and then returning the soil as required, in layers notexceeding 20cm in depth, including consolidating each deposited layer by ramming,watering, etc., and disposing of surplus excavated soil as directed, within a lead of50m, in all kinds of soil. |
| 122 | 100.9.2Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches alreadymade, placing in position aligning the pipeline to the lines and levels and jointing thepipes and specials with solvent cement and testing the pipeline with water to therequired test pressure (excluding cost of pipes and specials): 25 mm nominal outsidediameter pipes. |
| 123 | 100.9.3Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches alreadymade, placing in position aligning the pipeline to the lines and levels and jointing thepipes and specials with solvent cement and testing the pipeline with water to therequired test pressure (excluding cost of pipes and specials): 32 mm nominal outsidediameter pipes. |
| 124 | 100.9.4Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches alreadymade, placing in position aligning the pipeline to the lines and levels and jointing thepipes and specials with solvent cement and testing the pipeline with water to therequired test pressure (excluding cost of pipes and specials): 40 mm nominal outsidediameter pipes. |
| 125 | 13.37.1White washing with lime to give an even shade:New work (three or more coats) |
| 126 | 13.60.1Wall painting with acrylic emulsion paint of approved brand and manufacture to givean even shade:Two or more coats on new work |
| 127 | 22.6Providing and laying water proofing treatment on roofs of slabs by applying cementslurry mixed with water proofing cement compound consisting of applying : a) aftersurface preparation, first layer of slurry of cement @ 0.488 kg/ sqm mixed with waterproofing cement compound @ 0.253 kg/ sqm. laying second layer of fibre glass clothwhen the first layer is still green. Overlaps of joints of fibre cloth should not be lessthan 10 cm. c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289kg/ sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarsesand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by watercuring for 48 hours. The entire treatment will be taken upto 30 cm on parapet walland tucked into groove in parapet all around. d) fourth and final layer of brick tillingwith cement mortar (which will be paid for separately. For the purpose ofmeasurement the entire treated surface will be measured) |
| 128 | CHATHANKUNN WSS |
| 129 | 100.1.1Excavating trenches of required width for pipes, cables, etc., including excavation forsockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, includinggetting out the excavated soil, and then returning the soil as required, in layers notexceeding 20cm in depth, including consolidating each deposited layer by ramming,watering, etc., and disposing of surplus excavated soil as directed, within a lead of50m, in all kinds of soil. |
| 130 | 100.98.230Supply of PVC Pipe, 10kg/cm2, 25mm Dia. |
| 131 | 100.98.231Supply of PVC Pipe, 10kg/cm2, 32mm Dia. |
| 132 | 100.98.232Supply of PVC Pipe, 10kg/cm2, 40mm Dia. |
| 133 | 100.98.233Supply of PVC Pipe, 10kg/cm2, 50mm Dia |
| 134 | 100.98.234Supply of PVC Pipe, 10kg/cm2, 63mm Dia. |
| 135 | 100.9.2Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches alreadymade, placing in position aligning the pipeline to the lines and levels and jointing thepipes and specials with solvent cement and testing the pipeline with water to therequired test pressure (excluding cost of pipes and specials): 25 mm nominal outsidediameter pipes |
| 136 | 100.9.3Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches alreadymade, placing in position aligning the pipeline to the lines and levels and jointing thepipes and specials with solvent cement and testing the pipeline with water to therequired test pressure (excluding cost of pipes and specials): 32 mm nominal outsidediameter pipes. |
| 137 | 100.9.4Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches alreadymade, placing in position aligning the pipeline to the lines and levels and jointing thepipes and specials with solvent cement and testing the pipeline with water to therequired test pressure (excluding cost of pipes and specials): 40 mm nominal outsidediameter pipes. |
| 138 | 100.9.5Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches alreadymade, placing in position aligning the pipeline to the lines and levels and jointing thepipes and specials with solvent cement and testing the pipeline with water to therequired test pressure (excluding cost of pipes and specials): 50 mm nominal outsidediameter pipes. |
| 139 | 100.9.6Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches alreadymade, placing in position aligning the pipeline to the lines and levels and jointing thepipes and specials with solvent cement and testing the pipeline with water to therequired test pressure (excluding cost of pipes and specials): 63 mm nominal outsidediameter pipes. |
| 140 | 13.37.1White washing with lime to give an even shade:New work (three or more coats) |
| 141 | 13.60.1Wall painting with acrylic emulsion paint of approved brand and manufacture to givean even shade:Two or more coats on new work |
| 142 | OD41005/2026-2027water quality test |
| 143 | OD41006/2026-2027Supplying and erection of best quality ISI market brand ?open well submersible(Head 70 mtr and discharge 5000 lph)Three phase driven motor pump set working at 360 voltage (IS 14220) with bronze impeller and stainlesssteel shaft havingsuitable ISI marked accessories such as starter(best quality ISI marked fully automaticelectronic star delta ),main switch, fuse, capacitor, ELCB,adequate length of best quality suitable size flat submersible cable, reflux valve,sluice valve, pressuregauge, earthing materials conforming to IS 3043/2000 as amended to date ,ammeter,voltmeter, selectorswitch, flickering lamps dry running preventer cum no voltage wire, GI CLB(medium)/column HDPE/ASTM pipesof suitable size and length , conveying and erecting the motor pumpset and panelboard and giving allconnections earthing etc as per the KSEB/EI rules and regulations .Trial run shouldbe given for 7 days .Any documentation required for proper electric connection shall be arranged by thecontractor at theirown cost etc.. complete as per the directions of engineer in charge of the work |
| 144 | OD41007/2026-2027name board Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 dayNov 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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