Tender For General-Jalanidhi Sustainability Project 2026-2027 Jaladhara Water Supply Scheme And Eachikunn Water Supply Scheme In Omassery Gramapanchayath -Repair And Maintenance Of Water Supply Scheme -General Civil Work
Tender Value
16.35 Lakhs
Estimated cost
Bid Submission
16 Nov 2026
1 days left
EMD
40887
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 General-Jalanidhi Sustainability Project 2026-2027 Jaladhara Water Supply Scheme And Eachikunn Water Supply Scheme In Omassery Gramapanchayath -Repair And Maintenance Of Water Supply Scheme -General Civil Work
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 | JALADHARA WSS |
| 2 | 100.54.3.1Desilting open wells of dia above 3.5m and up to 6.0m and depth up to 4.5m 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 | 100.54.3.4Desilting 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 | 100.7.1Bailing out water with 5HP engine and pump set including conveyance to the site,erecting, dismantling and taking back of engine and pump, cost of fuel lubricating oiland other stores pay of staff etc., complete. |
| 5 | 13.4.112 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand) |
| 6 | Providing and laying water proofing treatment on roofs of slabs by applying cement lurry 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) |
| 7 | 13.37.1White washing with lime to give an even shade:New work (three or more coats) |
| 8 | 13.60.1Wall painting with acrylic emulsion paint of approved brand and manufacture to givean even shade:Two or more coats on new work |
| 9 | 10.25.2Item Shifted to Sub head 14 as item 14.73Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer usingstructural steel etc. as required.In gratings, frames, guard bar, ladder, railings,brackets, gates and similar works |
| 10 | 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 |
| 11 | 100.98.153Supply of HDPE Pipe PE 100 (IS 4984/1995), 10kg, 75mm Outer Dia |
| 12 | 100.9.7Laying 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): 75 mm nominal outsidediameter pipes. |
| 13 | OD39263/2026-2027water quality test |
| 14 | OD39264/2026-2027supply and erecting mobile starter for pump |
| 15 | OD39265/2026-2027Supplying and erection of best quality ISI market brand ?open well submersibleThree phase drivenmotor pump set working at 360 voltage (IS 14220) Head 90 mt and discharge 15000 lph 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 |
| 16 | OD39266/2026-2027name board |
| 17 | OD43868/2026-2027Design Supply and installation,Triatrun and Commissioning (based on site conditionsand as directed by the Enginner in Charge) of Pressure sand FILTER of Dual Mediafilter-Anthracite and special grade fine sand /quartz sand silex and pebbles forCheppadu GP WITH Suitable Technology option using Mild steel PRESSUREVessel with FRP lIinimg, Butterfly valves with complete base media and shall becomplete with face piping ,fittings valves filter meda, under bed plate fitted withstrainer pressure gauges cocks.manhole handhole airvent system manufactured withgood engineering, practice having minimum thickness of 5mm with manhole andcover for easy inspection and an opening provision for media removing arrangementat bottom side with dummy arrangement and painting the vessel with epoxy paint twocoats over two coat of primer finishing with synthetic enamel paint capable ofdischarging water at 10,000 LPH with a capacity to withstand the operating head of80m with best quality ISI MARKED Butterflyvalves for easy backwashing rinsingand filtering with all necessary high quality filter media with sufficient capacit apable of removing Turbidity of water two times as per the water quality test reportof 20.4 NTU and IRON 1.9 TO THE PERMISSIBLE LIMIT AS PER BIS drinking,water quality standard .All auxiliary including fittings nuts and bolts shall be made ofMS with epoxy paint. The filter may be installed in the pumping main near tank sitein order to make the operation and maintenance easy.The life period of the filtermedia supplied should be of minimum 3 years and the total head loss due to PSFSUPPLIED SHOULD NOT BE MORE THAN 4M .The PSF SHOULD BEDESIGNED with a capacity to withstand 1.5 times of the above given parameters ofdischarge and head. The technical details of the filter unit including the completedimensions and type of filter media used shall be annexed and include the Flowdiagram,Submitting Water quality test report from KWA after commissioning of theScheme, submitting of Operation and Maintenance manual with guidelines fortroubleshooting shall also be provided and including water quality test andLabelling.The GP OFFICE BEARERS shall be given Training for the Operation andMAINTENANCE of the Plant.Housing for filter unitsThe housing arrangements should be as follows*The columns shall be on RCC foundations*Height of roof to be based on plant,and provide sloping roof*Rafters and purlinsPrecoated sheets of 0.5mm thickness to cover from top sheet onlyAll other sides shall be covered with mesh wire cage (size 1”x1” with gauge 1/8”fitted in angle iron 35x35x5MM duly painted with good quality paint )with a suitableopening having locking arrangement.The floor shall consist of 40mm thick concrete,The finished floor level of thetreatment plant should be as per site condition with minimum of 60 cm higher thanthe natural ground level.The plinth protection shall be 0.15m higher than the Naturallevel ie the floor level of the water treatment plant will be 0.45m above plinthprotection.A 1.0m wide plinth protection sloping to outside withcementconcrete/interlocking pavers mix M135 with a thickness of 50 mm shall be providedall round the shed foundation.Suitable /necessary foundation for pumps and filtersshall be provided. |
| 18 | 100.98.221Supply of PVC Pipe, 8kg/cm2, 63mm Dia. |
| 19 | 100.98.222Supply of PVC Pipe, 8kg/cm2, 75mm Dia. |
| 20 | 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. |
| 21 | 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. |
| 22 | ECHIKUNN WSS |
| 23 | 13.37.1White washing with lime to give an even shade:New work (three or more coats) |
| 24 | 13.60.1Wall painting with acrylic emulsion paint of approved brand and manufacture to givean even shade:Two or more coats on new work |
| 25 | 4.1.4Providing and laying in position cement concrete of specified grade excluding thecost of centering and shuttering - All work up to plinth level:1:2:4 (1 Cement : 2coarse sand (zone-III) derived from natural sources : 4 gradedstone aggregate 40 mm nominal size derived from natural sources) |
| 26 | 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. |
| 27 | 13.53.1Painting on G.S. sheet with synthetic enamel paint of approved brand andmanufacture of required colour to given an even shade:New work (two or more coats)including coat of approved steel primer but excluding a coat of mordant solution. |
| 28 | OD39372/2026-2027water quality test |
| 29 | OD39373/2026-2027Supplying and fixing Water Meter, Indian Standard, Class B, Multijet, 15mm ( 1/2 inch ) including theSurface box in the existing house connection and making the loop for fixing the watermeter - tracing locating and exposing the service line at the required place includingearth work excavation, cuttingand removing the service line portion and making the connection functional includingcost of allspecials, labour charges etc complete |
| 30 | OD39374/2026-2027Supplying and erection of best quality ISI market brand Open well submersible Threephase driven motor pump set working at 360 voltage (ISI) with bronze impeller and with 5000 lph discharge and 50 mtr head stainless 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 |
| 31 | OD39375/2026-2027name board |
| 32 | 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. |
| 33 | Supply of PVC Pipe, 10kg/cm2, 50mm Dia. |
| 34 | 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 |
| 35 | 100.9.5Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing 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 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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