Tender For Sustainability Support To Community Managed Water Supply Schemes 2026-27 : Repair And Maintenance Of Kappala Wss, Kunthamchari, Kurishupara, Kuyyil, Muttoli Water Supply Scheme In Karassery Gramapanchayath, Kozhikode District (Package 2)
Tender Value
21.96 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
Kozhikode → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Sustainability Support To Community Managed Water Supply Schemes 2026-27 : Repair And Maintenance Of Kappala Wss, Kunthamchari, Kurishupara, Kuyyil, Muttoli Water Supply Scheme In Karassery Gramapanchayath, Kozhikode District (Package 2)
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 07-Nov-2026 | Last Date and Time of Tender Submission | Date | 16-Nov-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | sustainability support tokappala wss in karassery grama panchayath |
| 2 | Desilting open wells of dia above 3.5m and up to 6.0m and depth up to 7.5m by earthwork excavation in or under water, after closing the inlet valves and plugging anyholes in the steining by engaging divers with breathing accessories, bailing out waterusing pump set of suitable capacity, lifting the excavated silt/mud/clay using ropes,pulleys and buckets and disposing the same within minimum lead of 50 m from theperiphery of the well, including engaging coolies for scrapping the inner side of thewell, without causing any damages to the existing structures and installations,including hire and conveyance of tools and plant and as per the directions of thedepartment officers etc. complete |
| 3 | Desilting open wells of dia above 3.5m and up to 6.0m and depth up to 9.0m by earthwork excavation in or under water, after closing the inlet valves and plugging anyholes in the steining by engaging divers with breathing accessories, bailing out waterusing pump set of suitable capacity, lifting the excavated silt/mud/clay using ropes,pulleys and buckets and disposing the same within minimum lead of 50 m from theperiphery of the well, including engaging coolies for scrapping the inner side of thewell, without causing any damages to the existing structures and installations,including hire and conveyance of tools and plant and as per the directions of thedepartment officers etc. complete. |
| 4 | Applying one coat of water thinnable cement primer of approved brand andmanufacture on wall surface:Water thinnable cement primer |
| 5 | Wall painting with acrylic emulsion paint of approved brand and manufacture to givean even shade:Two or more coats on new work |
| 6 | Lettering with black Japan pint of approved brand and manufacture |
| 7 | Removing white or colour wash by scrapping and sand papering and preparing thesurface smooth including necessary repairs to scratches etc. complete |
| 8 | Excavating 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. |
| 9 | Laying 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. |
| 10 | Supply of HDPE Pipe PE 100 (IS 4984/1995), 10kg, 63mm Outer Dia |
| 11 | Demolishing 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) |
| 12 | Providing 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) |
| 13 | Supply and fixing robotic controll system |
| 14 | Suitable HP IS 14220 Opemwell submerssible 3 phase electric driven motorpumpset working at 360 voltage with bronze impeller and stainless steel shaft head capable of discharging 10000lph of water against a head of 95 meterwith suitable ISI marked accessories such as starter main switch ,fuse, capacitor,ELCB, adequate length of best quality suitable size flat submerssible cable, refluxvalve, sluice valve, pressure gauge, earthing materialsconforming to IS 3043/2000 asmended to date, ammeter, volt meter, selector switch, flickering lamps, dry runningpreventer cum no voltage wire, conveying and erecting the motor pumpset and panelboard and giving all connections, earthing etc. as per KSEB/EI rules and regulations.Conveying and fixing suitable GI/ASTM pipe medium pipe as suction and delivering pipes including connections with pumpset delivery to the common pumping main ofsuitable size using suitable T/Y connections etcTrial run should be given for 7 days.Any documentation required for proper electric connection shall be arranged by thecontractor at their own cost etc. complete as per direction of site in charge of thework. |
| 15 | Supplying and fixing Water Meter, Indian Standard, Class B,Multijet, 15mm ( 1/2 inch )<br>including the Surface box in the existing houseconnection and making the loop for fixing<br>the water meter - tracing,locating and exposing the service line at the required place<br>including earthwork excavation, cutting and removing the service line portion andmaking<br>the connection functional including cost of all specials, labourcharges etc complete |
| 16 | providing and fixing fibre door with shutter |
| 17 | cost of water quality test-1 no |
| 18 | sustainability support tokunthamchari wss in karassery grama panchayath |
| 19 | Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water withengine and pump set above 5HP and up to 10HP, including conveyance to site anderection,cost of fuel, lubrication oil and other stores, pay of staff etc complete |
| 20 | 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 21 | Removing white or colour wash by scrapping and sand papering and preparing thesurface smooth including necessary repairs to scratches etc. complete. |
| 22 | Applying one coat of water thinnable cement primer of approved brand andmanufacture on wall surface:Water thinnable cement primer |
| 23 | Wall painting with acrylic emulsion paint of approved brand and manufacture to givean even shade:Two or more coats on new work |
| 24 | Lettering with black Japan pint of approved brand and manufacture |
| 25 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size derived from natural sources) |
| 26 | Steel 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 |
| 27 | Centering and shuttering including strutting, etc. and removal of form for:Walls (anythickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 28 | Supply of HDPE Pipe PE 100 (IS 4984/1995), 10kg, 63mm Outer Dia. |
| 29 | Excavating 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. |
| 30 | Excavating 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 of 50m, in Ordinary Rock. |
| 31 | Laying HDPE pipes (IS : 4984) on land portion including conveying within initiallead and aligning the pipes,jointing the pipes using suitable methods, testing thepipeline thus fabricated to suit the hydraulic working pressure and after testing,aligning the pipeline, lowering the pipe in position into the trenches already made,testing the line to suitable pressure with potable water before back filling andlevelling the trenches including all labour charge, hire for appliances etc., completebut excluding cost of pipe and fittings: 63-90mm Nominal Outer Diameter pipes. |
| 32 | Supply of PVC Pipe, 8kg/cm2, 40mm Dia. |
| 33 | Laying 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. |
| 34 | Providing additional length of house connection pipe using 25 mm (3/4 inch) PEPipe, PE80, PN16, Conforming to IS 4984: 2016 or later edition and PN 16 specialsand testing the joints etc., by trenching and refilling in all kinds of soil with trench ofaverage 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 ofmaterials, hire for tools, cost of consumables and labour charges etc. complete, butexcluding the cost of cutting of concrete / tarred / bituminous roads etc., and as perthe directions of the department officers. |
| 35 | Providing additional length of house connection pipe using 20 mm (1/2 inch) PEPipe, PE80, PN16, Conforming to IS 4984: 2016 or later edition and PN16 specialsand testing the joints etc., by trenching and refilling in all kinds of soil with trench ofaverage 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 ofmaterials, hire for tools, cost of consumables and labour charges etc. complete, butexcluding the cost of cutting of concrete / tarred / bituminous roads etc., and as perthe directions of the department officers. |
| 36 | Supplying and fixing Water Meter, Indian Standard, Class B,Multijet, 15mm ( 1/2 inch )<br>including the Surface box in the existing houseconnection and making the loop for fixing<br>the water meter - tracing,locating and exposing the service line at the required place<br>including earthwork excavation, cutting and removing the service line portion andmaking<br>the connection functional including cost of all specials, labourcharges etc complete |
| 37 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality(screwed end) :50 mm nominal bore |
| 38 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality(screwed end) :32 mm nominal bore |
| 39 | Demolishing 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) |
| 40 | Providing 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) |
| 41 | Suitable HP IS 14220 Opemwell submerssible 3 phase electric driven motorpumpset working at 360 voltage with bronze impeller and stainless steel shaft head capable of discharging 8500 lph of water against a head of 40 meterwith suitable ISI marked accessories such as starter main switch ,fuse, capacitor,ELCB, adequate length of best quality suitable size flat submerssible cable, refluxvalve, sluice valve, pressure gauge, earthing materialsconforming to IS 3043/2000 asamended to date, ammeter, volt meter, selector switch, flickering lamps, dry runningpreventer cum no voltage wire, conveying and erecting the motor pumpset and panelboard and giving all connections, earthing etc. as per KSEB/EI rules and regulations.Conveying and fixing suitable GI/ASTM pipe medium pipe as suction and deliveringpipes including connections with pumpset delivery to the common pumping main ofsuitable size using suitable T/Y connections etcTrial run should be given for 7 days.Any documentation required for proper electric connection shall be arranged by thecontractor at their own cost etc. complete as per direction of site in charge of thework. |
| 42 | Supply and laying of 50 mm dia ASTM pipe- shedule 80 |
| 43 | Constructing masonry chamber 30x30x50 cm inside, in brick work in cement mortar1:4 (1 cement : 4 coarse sand) for stop cock, with C.I. surface box 100x100x75 mm(inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2coarse sand: 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation,foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mmnominal size) and inside plastering with cement mortar 1:3(1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cementcomplete as per standard design:With common burnt clay F.P.S (non modular) bricksof class designation 7.5 |
| 44 | FRP SHUTTERS - Supplying and fixing FRP shutters of suitable size to with stand the design and max water pressure as prescribed by the departmental officer andinstalling the FRP channels provided in the grooves already arranged and as per thedirection of departmental .officers |
| 45 | cost of water quality test-1 no |
| 46 | sustainability support toKurishupara wss in karassery grama panchayath |
| 47 | 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 48 | Neat cement punning |
| 49 | Providing and applying integral crystalline (dry shake) of hydrophilic in nature forwaterproofing treatment to the RCC structures like basement raft, foundationslab,sewage & water treatment plant slab, warehouses floor, parking structures andwater tank base slab etc. sprinkled @0.60kg per sqm or higher as recommended bythe manufacturer's specification over the lean concrete of above cited structures. Thematerial shall meet the requirements as specified in ACI-212-3R-2010 i.e. byreducingpermeability of concrete by more than 85%, compared control concrete asper DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. Thecrystalline dry shake shall be capable of self-healing of cracks up to a width of0.50mm. The work shall be carried out all complete as per specification and thedirection of the Engineer-incharge. The product performance shall carry guarantee for10 years against any leakage. |
| 50 | Removing white or colour wash by scrapping and sand papering and preparing thesurface smooth including necessary repairs to scratches etc. complete |
| 51 | Applying one coat of water thinnable cement primer of approved brand andmanufacture on wall surface:Water thinnable cement primer |
| 52 | Wall painting with acrylic emulsion paint of approved brand and manufacture to givean even shade:Two or more coats on new work |
| 53 | Lettering with black Japan pint of approved brand and manufacture |
| 54 | Painting on G.S. sheet with synthetic enamel paint of approved brand andmanufacture of required colour to give an even shade :Old work (one or more coats) |
| 55 | Repainting G.I pipes and fittings with synthetic enamel white paint with one coat ofapproved quality:40 mm diameter pipe |
| 56 | Repainting G.I pipes and fittings with synthetic enamel white paint with one coat ofapproved quality:50 mm diameter pipe |
| 57 | providing and fixing fibre door with shutter |
| 58 | Supply and laying of 40mm dia ASTM pipe- shedule 80 |
| 59 | Suitable HP IS 14220 Opemwell submerssible 3 phase electric driven motorpumpset working at 360 voltage with bronze impeller and stainless steel shaft head capable of discharging 5000 lph of water against a head of 40 meterwith suitable ISI marked accessories such as starter main switch ,fuse, capacitor,ELCB, adequate length of best quality suitable size flat submerssible cable, refluxvalve, sluice valve, pressure gauge, earthing materialsconforming to IS 3043/2000 asamended to date, ammeter, volt meter, selector switch, flickering lamps, dry runningpreventer cum no voltage wire, conveying and erecting the motor pumpset and panelboard and giving all connections, earthing etc. as per KSEB/EI rules and regulations.Conveying and fixing suitable GI/ASTM pipe medium pipe as suction and deliveringpipes including connections with pumpset delivery to the common pumping main ofsuitable size using suitable T/Y connections etcTrial run should be given for 7 days.Any documentation required for proper electric connection shall be arranged by thecontractor at their own cost etc. complete as per direction of site in charge of thework. |
| 60 | Supplying and fixing Water Meter, Indian Standard, Class B,Multijet, 15mm ( 1/2 inch )<br>including the Surface box in the existing houseconnection and making the loop for fixing<br>the water meter - tracing,locating and exposing the service line at the required place<br>including earthwork excavation, cutting and removing the service line portion andmaking<br>the connection functional including cost of all specials, labourcharges etc complete |
| 61 | cost of water quality test-1 no |
| 62 | sustainability support tokuyyil wss in karassery grama panchayath |
| 63 | 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 64 | Neat cement punning |
| 65 | Providing and applying integral crystalline (dry shake) of hydrophilic in nature forwaterproofing treatment to the RCC structures like basement raft, foundationslab,sewage & water treatment plant slab, warehouses floor, parking structures andwater tank base slab etc. sprinkled @0.60kg per sqm or higher as recommended bythe manufacturer's specification over the lean concrete of above cited structures. Thematerial shall meet the requirements as specified in ACI-212-3R-2010 i.e. byreducingpermeability of concrete by more than 85%, compared control concrete asper DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. Thecrystalline dry shake shall be capable of self-healing ofcracks up to a width of0.50mm. The work shall be carried out all complete as per specification and thedirection of the Engineer-incharge. The product performance shall carry guarantee for10 years against any leakage. |
| 66 | Removing white or colour wash by scrapping and sand papering and preparing thesurface smooth including necessary repairs to scratches etc. complete |
| 67 | Applying one coat of water thinnable cement primer of approved brand andmanufacture on wall surface:Water thinnable cement primer |
| 68 | Wall painting with acrylic emulsion paint of approved brand and manufacture to givean even shade:Two or more coats on new work |
| 69 | Lettering with black Japan pint of approved brand and manufacture |
| 70 | Supply of PVC Pipe, 10kg/cm2, 20mm Dia |
| 71 | Supply of PVC Pipe, 10kg/cm2, 25mm Dia. |
| 72 | Supply of PVC Pipe, 10kg/cm2, 32mm Dia. |
| 73 | Supply of PVC Pipe, 10kg/cm2, 40mm Dia. |
| 74 | Supply of PVC Pipe, 10kg/cm2, 50mm Dia |
| 75 | Excavating 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 |
| 76 | Excavating 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 of 50m, in Ordinary Rock. |
| 77 | Laying 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): 20 mm nominal outsidediameter pipes. |
| 78 | Laying 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. |
| 79 | Laying 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 |
| 80 | Laying 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. |
| 81 | Laying 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. |
| 82 | Supply of PVC Saddle Piece (Average rate of 200/160/140/110/90/75/ 63/ 50 mm). |
| 83 | Supplying and fixing Water Meter, Indian Standard, Class B,Multijet, 15mm ( 1/2 inch )<br>including the Surface box in the existing houseconnection and making the loop for fixing<br>the water meter - tracing,locating and exposing the service line at the required place<br>including earthwork excavation, cutting and removing the service line portion andmaking<br>the connection functional including cost of all specials, labourcharges etc complete |
| 84 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality(screwed end) :40 mm nominal bore |
| 85 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality(screwed end) :50 mm nominal bore |
| 86 | Demolishing 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) |
| 87 | Providing 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) |
| 88 | Suitable HP IS 14220 Opemwell submerssible 3 phase electric driven motorpumpset working at 360 voltage with bronze impeller and stainless steel shaft head capable of discharging 7000lph of water against a head of 85 meterwith suitable ISI marked accessories such as starter main switch ,fuse, capacitor,ELCB, adequate length of best quality suitable size flat submerssible cable, refluxvalve, sluice valve, pressure gauge, earthing materialsconforming to IS 3043/2000 asamended to date, ammeter, volt meter, selector switch, flickering lamps, dry runningpreventer cum no voltage wire, conveying and erecting the motor pumpset and panelboard and giving all connections, earthing etc. as per KSEB/EI rules and regulations.Conveying and fixing suitable GI/ASTM pipe medium pipe as suction and deliveringpipes including connections with pumpset delivery to the common pumping main ofsuitable size using suitable T/Y connections etcTrial run should be given for 7 days.Any documentation required for proper electric connection shall be arranged by thecontractor at their own cost etc. complete as per direction of site in charge of thework. |
| 89 | supply and fixing change over switch |
| 90 | Supply and laying of 50 mm dia ASTM pipe- shedule 80 |
| 91 | Supply and laying of 65 mm dia ASTM pipe- shedule 80 |
| 92 | Providing and fixing G.I. pipes complete with G.I fittings including trenching andrefilling etc. External work50 mm dia nominal bore |
| 93 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trussesetc., including cutting, hoisting, fixing position and applying a priming coat ofapproved steel primer, including welding and bolted with special shaped washers etc.complete.Hot finished welded type tubes |
| 94 | Leak 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 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. |
| 95 | cost of water quality test-1 no |
| 96 | sustainbility support tomuttoli wss in karassery grama panchayath |
| 97 | Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearestsize in cement mortar 1:6 for super structure above plinth level up to floor two levelincluding all cost of materials, labour charges etc. |
| 98 | 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 99 | Supplying and fixing Water Meter, Indian Standard, Class B,Multijet, 15mm ( 1/2 inch )<br>including the Surface box in the existing houseconnection and making the loop for fixing<br>the water meter - tracing,locating and exposing the service line at the required place<br>including earthwork excavation, cutting and removing the service line portion andmaking<br>the connection functional including cost of all specials, labourcharges etc complete. |
| 100 | removing and refixing the well cover truss works |
| 101 | cost of water quality test-1 no Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 07, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Nov 16, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 1 dayNov 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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