Tender For Sustainability Support To Community Managed Water Supply Schemes 2026-27 : Repair And Maintenance Of Bichumanikka Smaraka Wss, Kambalamkunnu, Kunnath, Karittipuram, Kothanparambu Water Supply Scheme In Karassery Gramapanchayath, Kozhikode
Tender Overview
Project Description
Tender for Sustainability Support To Community Managed Water Supply Schemes 2026-27 : Repair And Maintenance Of Bichumanikka Smaraka Wss, Kambalamkunnu, Kunnath, Karittipuram, Kothanparambu Water Supply Scheme In Karassery Gramapanchayath, Kozhikode District -Package 1
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 07-Nov-2026 | Last Date and Time of Bid Submission | Date | 16-Nov-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | sustainability support to bichu manikya smaraka 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 | Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump setincluding conveyance to site and erection,cost of fuel, lubrication oil and other stores,pay of staff etc complete |
| 4 | Earthwork in open well excavation (in or under water) for wells of diameter up to2.50m in all kinds of soil and conveying and depositing the spoil within initial lead of50m and lift from 6.0m to 7.5m including neat banking |
| 5 | Earthwork in open well excavation (in or under water) for wells of diameter up to2.50m in all kinds of soil and conveying and depositing the spoil within initial lead of50m and lift from 7.5m to 9.0m including neat banking |
| 6 | Earthwork in open well excavation (in or under water) for wells of diameter up to 2.50m in all kinds of soil and conveying and depositing the spoil within initial lead of50m and lift from 9.0m to 10.5m including neat banking. |
| 7 | 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 |
| 8 | Reinforced 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) |
| 9 | Centering and shuttering including strutting, etc. and removal of form for:Wellsteining |
| 10 | od107176/2023_2024 : 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. |
| 11 | cost of water quality test-1 no |
| 12 | sustainability support to Kambalankunnu wss in karassery grama panchayath |
| 13 | CONSTRUCTION OF 10K LITRE RESERVIOR (2.5x2.5x1.9 METER)) |
| 14 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual meansover areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan)including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-in-charge.All kinds of soil |
| 15 | Providing and laying in position cement concrete of specified grade excluding the costof centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarsesand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mmnominal size derived from natural sources) |
| 16 | Centering and shuttering including strutting, etc. and removal of formfor:Foundations, footings, bases of columns, etc for mass concrete |
| 17 | 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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mmnominal size derived from natural sources) |
| 18 | Centering and shuttering including strutting, etc. and removal of form for:Walls (anythickness) including attached pilasters, butteresses, plinth and string courses etc |
| 19 | Reinforced 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) |
| 20 | Providing and laying in position ready mixed or site batched design mix cementconcrete for reinforced cement concrete work; using coarse aggregate and fineaggregate derived from natural sources, Portland Pozzolana / Ordinary Portland/Portland Slag cement, admixtures in recommended proportions as per IS: 9103 toaccelerate / retard setting of concrete, to improve durability and workability withoutimpairing strength; including pumping of concrete to site of laying, curing, carriagefor all leads; but excluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for the following grades ofconcrete. Note: Extra cement up to 10% of the minimum specified cement content indesign mix shall be payable separately. In case the cement content in design mix ismore than 110% of the specified minimum cement content, the contractor shall havediscretion to either re-design the mix or bear the cost of extra cementAll work above plinth level upto floor V levelConcrete of M30 grade with minimumcement content of 350 kg /cum |
| 21 | 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 |
| 22 | 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 23 | 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1cement : 3 fine sand) |
| 24 | Neat cement punning |
| 25 | 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. The crystalline 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 |
| 26 | Applying one coat of water thinnable cement primer of approved brand andmanufacture on wall surface:Water thinnable cement primer |
| 27 | Wall painting with acrylic emulsion paint of approved brand and manufacture to givean even shade:Two or more coats on new work |
| 28 | Lettering with black Japan pint of approved brand and manufacture |
| 29 | 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 |
| 30 | Extra additional height in centering, shuttering where ever required with adequatebracing, propping etc. including cost of de-shuttering and decentering at all levels,over a height of 3.5m, for every additional height of 1 metre or part thereof (Plan areato be measured).Suspended floors, roofs, landing, beams and balconies (Plan area tobe measured) |
| 31 | maintanance of well and allied works |
| 32 | Laterate masonry with neatly dressed laterate stone of size 40x20x15 cm or nearestsize in cement mortar 1:6 for superstructure above floor two level upto floor five levelincluding all cost of materials, labour charges etc. |
| 33 | 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 34 | Removing white or colour wash by scrapping and sand papering and preparing thesurface smooth including necessary repairs to scratches etc. complete |
| 35 | Applying one coat of water thinnable cement primer of approved brand andmanufacture on wall surface:Water thinnable cement primer |
| 36 | Wall painting with acrylic emulsion paint of approved brand and manufacture to givean even shade:Two or more coats on new work |
| 37 | Lettering with black Japan pint of approved brand and manufacture |
| 38 | 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 |
| 39 | Supply and laying of 65 mm dia ASTM pipe- shedule 80 |
| 40 | Supply and laying of 80 mm dia ASTM pipe- shedule 80 |
| 41 | Supply of PVC Pipe, 10kg/cm2, 63mm Dia. |
| 42 | 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. |
| 43 | 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. |
| 44 | 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 70 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 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. |
| 45 | Supply and fixing robotic controll system |
| 46 | Leak 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. |
| 47 | cost of water quality test-1 no |
| 48 | sustainability support tokunnath wss in karassery grama panchayath |
| 49 | Suitable HP IS 14220 Opemwell submerssible 3 phase electric driven motor pumpsetworking at 360 voltage with bronze impeller and stainless steel shaft head capable of discharging 10000 lph of water against a head of 120 meter withsuitable ISI marked accessories such as starter main switch ,fuse, capacitor, ELCB,adequate length of best quality suitable size flat submerssible cable, reflux valve,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 the work |
| 50 | od107176/2023_2024 : 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, locatingand exposing the service line at the required place<br>including earth workexcavation, cutting and removing the service line portion and making<br>theconnection functional including cost of all specials, labour charges etccomplete. |
| 51 | supply and fixing heavy type nrv-50 mm dia |
| 52 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality(screwed end) :50 mm nominal bore |
| 53 | cost of water quality test-1 no |
| 54 | sustainability support toKarittipuram wss in karassery grama panchayath |
| 55 | Earthwork in open well excavation (in or under water) for wells of diameter above6.0m and up to 9.0m in ordinary rock and conveying and depositing the spoil withininitial lead of 50m and lift from 3.0m to 4.5m including neat banking |
| 56 | 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 |
| 57 | Reinforced 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) |
| 58 | 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 |
| 59 | Centering and shuttering including strutting, etc. and removal of form for:Wellsteining |
| 60 | Earthwork in open well excavation (in or under water) for wells of diameter above2.5m and up to 3.50m in all kinds of soil and conveying and depositing the spoilwithin initial lead of 50m and lift from 6.0m to 7.5m including neat banking. |
| 61 | Earthwork in open well excavation (in or under water) for wells of diameter above2.5m and up to 3.50m in all kinds of soil and conveying and depositing the spoilwithin initial lead of 50m and lift from 7.5m to 9.0m including neat banking |
| 62 | Earth 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 |
| 63 | 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) |
| 64 | 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 |
| 65 | Providing 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 |
| 66 | supply and fixing heavy type nrv-50 mm dia |
| 67 | Supply and laying of 50 mm dia ASTM pipe- shedule 80 |
| 68 | supply and fixing panel board with all ISI certified accessories for 10,12.5,15 hp pumpset |
| 69 | cost of water quality test-1 no |
| 70 | Providing and fixing G.I. pipes complete with G.I fittings including trenching andrefilling etc. External work50 mm dia nominal bore |
| 71 | sustainability supportto Kothanaparambu wss in karassery grama panchayath |
| 72 | Supply of PVC Pipe, 10kg/cm2, 20mm Dia |
| 73 | 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. |
| 74 | 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. |
| 75 | od107176/2023_2024 : 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. |
| 76 | Suitable HP IS 14220 Opemwell submerssible single phase electric driven motor pumpset working at 360 voltage with bronze impeller and stainless steel shaft head capable of discharging 5000lph of water against a head of 45 meter with 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 materials conforming to IS 3043/2000 as amended to date, ammeter, volt meter, selector switch, flickering lamps, dry runningpreventer cum no voltage wire, conveying and erecting the motor pumpset and panel board 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. |
| 77 | cost of water quality test-1 no Please Enable Macros to View BoQ information |
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