Water Resources and Irrigation Local Bodies Closing in 3 days TDR #57464124

Tender For State Plan-(2026-2027 )-Rehabilitation/Improvement Works Of Uwss - Cwss To Sulthan Bathery, Noolpuzha And Muttil - Pipe Line Extension To Wards 4, 6, 27 And 31 In Sulthan Bathery(M)-Pipeline Work

Issued by Local Bodies · Wayanad, Kerala
Tender Value
82.66 Lakhs
Estimated cost
Bid Submission
18 Sep 2026
3 days left
EMD
50000
Bank guarantee accepted
Document Fee
3300
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Wayanad → Kerala
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for State Plan-(2026-2027 )-Rehabilitation/Improvement Works Of Uwss - Cwss To Sulthan Bathery, Noolpuzha And Muttil - Pipe Line Extension To Wards 4, 6, 27 And 31 In Sulthan Bathery(M)-Pipeline Work

BOQ

Name of Work:- State Plan-(2026-2027 )-Rehabilitation/Improvement works of UWSS - CWSS to Sulthan Bathery, Noolpuzha and Muttil - Pipe line extension to Wards 4, 6, 27 and 31 in Sulthan Bathery(M)-Pipeline Work
Sl. No. Item Description
1Appendix A: Supply laying testing and commissioning of Distribution lines at various locations in Sulthan Bathery Municipality
2100.98.233:Supply of PVC Pipe, 10kg/cm2, 50mm Dia.
3100.98.234:Supply of PVC Pipe, 10kg/cm2, 63mm Dia.
4100.98.235:Supply of PVC Pipe, 10kg/cm2, 75mm Dia.
5OD115969/2026-2027:Add 3% for PVC Specials.
6100.98.440:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 25mm.
7OD115964/2026-2027:Dismantling manually / by mechanical means including disposal of unserviceable material within 50 meters lead as per direction of Engineer -in-Charge: Bituminous road
815.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix)
9100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil.
10100.1.5:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50 m, in Ordinary Rock.
11100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals.
12100.9.5:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 50 mm nominal outside diameter pipes.
13100.9.6:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 63 mm nominal outside diameter pipes.
14100.9.7:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 75 mm nominal outside diameter pipes.
1518.12.5:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work40 mm dia nominal bore
1618.12.6:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work50 mm dia nominal bore
1718.12.7:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work65 mm dia nominal bore
1818.17.3:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :40 mm nominal bore
1918.17.4:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :50 mm nominal bore
2018.17.5:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :65 mm nominal bore
21100.32.1:Conveying and fixing C. I. Single Acting Air Valve of approved quality with bolts, nuts, rubber insertions etc., complete, but excluding the cost of air valve (tail pieces, if required, will be paid separately): 25mm Single Acting Air Valve.
22OD115968/2026-2027:Supplying and fixing 150mm CI surface box embedded with RCC slab of size 0.6x0.6x0.15 and 200mm PVC pipe 10Kg/cm2 pipe acting as protection tube with including all cost of conveyance, labour charges etc. Complete.
235.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
245.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
255.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
26OD115988/2026-2027:Interconnecting the newly laid 50mm to 75mm PVC distribution line to the existing distribution lines, including the charges for excavation in all classes of soil, bailing out water, fencing, labour for controlling traffic, operating valves, refilling the trenches after testing, Specials etc., complete.
27Appendix B: Municipality road restoration work
283.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
293.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
304.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
3175.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification(i) Nominal mix (1:2:4) Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57464124
AUTHORITY Local Bodies
TENDER VALUE 82.66 Lakhs
LAST DATE 18-09-2026
Authority
Authority Name Kerala Water Authority
Work Description Tender for State Plan-(2026-2027 )-Rehabilitation/Improvement Works Of Uwss - Cwss To Sulthan Bathery, Noolpuzha And Muttil - Pipe Line Extension To Wards 4, 6, 27 And 31 In Sulthan Bathery(M)-Pipeline Work
Basic Detail
Tender No WRD/KWA-CE(NR)/TR10/3889/2026
Bidding Type Tender
Location
City Wayanad
State Kerala
Key Dates
Publish Date 11 Sep 2026
Submission Date 18 Sep 2026
Open Date 19 Sep 2026
Finance
Tender Value 82.66 Lakhs
Tender Fee 3300
EMD 50000
Exemption Not Available
Document List
6b505c60-012d-4909-b544-cc6242595280.html
Affidavit.pdf
BIDDOC.pdf
BOQ_1472329.xls
Epayment.pdf
Integritypact.pdf
KWAGeneralConditionsforeT_1.pdf
Tendernotice_1 (19).pdf

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Tender Timeline

Sep 11, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 18, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 3 days
Sep 19, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 4 days

Tender Documents

Download All (ZIP) ↓
html

6b505c60-012d-4909-b544-cc6242595280.html

pdf

Affidavit.pdf

pdf

BIDDOC.pdf

xls

BOQ_1472329.xls

pdf

Epayment.pdf

pdf

Integritypact.pdf

pdf

KWAGeneralConditionsforeT_1.pdf

pdf

Tendernotice_1 (19).pdf

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