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Sustainability Poject 2025-26 Alanallur GP Kasthurba WSS Package 1 Palakkad District

Kerala Rural Water Supply and Sanitation Agency

Alanallur GP | Palakkad, Kerala

Amount: ₹12.3 LCloses: 23 Oct 202612 Oct 2026

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Timeline

Published3 Oct 2026
Closes23 Oct 202612 Oct 2026
Bid Opening24 Oct 202613 Oct 2026

Corrigenda

Corrigendum

1 updatesLatest on 13 Oct 2026Submission Ends:12 Oct 202623 Oct 2026

Date changes

Download Ends12 Oct 202623 Oct 2026Clarification Ends12 Oct 202623 Oct 2026Submission Ends12 Oct 202623 Oct 2026Bid Opening13 Oct 202624 Oct 2026

Tender Value

₹12.3 L

EMD Value

₹30,700

Closing Date

23 Oct 2026, 2:00 pm

Tender Inviting Organisation

Name

Regional Project Director

Address

Kerala Rural Water Supply and Sanitation Agency, Regional Project Management Unit, Malappuram, MMC.X/108-112, UMK Tower, Uphill, Jubilee Road, Near Passport Office, Malappuram P.O. - 676 505

Work Description

replacement of the damaged Valves and watermeter with rectifying the blockage in the distribution line and provide a new HDPE watertank

Tender Information

Tender ID

2026_KRWSA_876073_1

Reference Number

KRWSA/MPM/SUS/ALA/25-26/48

Tender Type

Open Tender

Product Category

Civil Works - Water Works

Form of Contract

Item Rate

Period of Work

120 days

Location

Alanallur GP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredForm of Tender, Preliminary Agreement (.pdf)

RequiredIntegrity Pact Certificate, Affidavit (.pdf)

RequiredDigitally signed Tender conditions (NIT) and other documents (.pdf)

RequiredContract License (.pdf)

RequiredExperience certificate, Adhar card, Bank passbook front page (.pdf)

RequiredPAN Card, GST registration (.pdf)

RequiredFilled BOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,500

EMD Fee Amount

₹30,700

Important Dates

Last Activity

23 Oct 2026

Published

3 Oct 2026

Bid Opening

24 Oct 2026

Download Starts

3 Oct 2026

Download Ends

23 Oct 2026

Submission Starts

3 Oct 2026

Clarification Period

3 Oct 2026 - 23 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (45 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A :KASTHURBA WSS-PACKAGE 1
1.01	PIPE LINE 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.	105.3	cum	-	-
1.02	Supply of PVC Pipe, 10kg/cm2, 32mm Dia.	270	m	-	-
1.03	Supply of PVC Pipe, 10kg/cm2, 63mm Dia.	60	m	-	-
1.04	Supply of PVC Pipe, 10kg/cm2, 75mm Dia.	60	m	-	-
1.05	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): 32 mm nominal outside diameter pipes.	270	m	-	-
1.06	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	60	m	-	-
1.07	Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 40mm	60	m	-	-
1.08	Conveying and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc., but excluding cost of pipes and fittings for Internal work, Exposed on Wall: 65mm diameter nominal bore.	36	m	-	-
1.09	Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation.	10	m	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.04 MB

Work Item Documents

formatalanallur1.pdf

Corrigendum Documents

corri13102026.pdf

PDF • 0.39 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A :KASTHURBA WSS-PACKAGE 1
1.01	PIPE LINE 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.	105.3	cum	-	-
1.02	Supply of PVC Pipe, 10kg/cm2, 32mm Dia.	270	m	-	-
1.03	Supply of PVC Pipe, 10kg/cm2, 63mm Dia.	60	m	-	-
1.04	Supply of PVC Pipe, 10kg/cm2, 75mm Dia.	60	m	-	-
1.05	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): 32 mm nominal outside diameter pipes.	270	m	-	-
1.06	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	60	m	-	-
1.07	Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 40mm	60	m	-	-
1.08	Conveying and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc., but excluding cost of pipes and fittings for Internal work, Exposed on Wall: 65mm diameter nominal bore.	36	m	-	-
1.09	Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation.	10	m	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix A :KASTHURBA WSS-PACKAGE 1

1.01

PIPE LINE 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.

105.3

cum

1.02

Supply of PVC Pipe, 10kg/cm2, 32mm Dia.

270

1.03

Supply of PVC Pipe, 10kg/cm2, 63mm Dia.

1.04

Supply of PVC Pipe, 10kg/cm2, 75mm Dia.

1.05

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): 32 mm nominal outside diameter pipes.

270

1.06

1.07

Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 40mm

1.08

Conveying and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc., but excluding cost of pipes and fittings for Internal work, Exposed on Wall: 65mm diameter nominal bore.

1.09

Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation.