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O and M Water Supply Schemes ANNUAL MAINTENANCE OF UWSS TO CHANGANACHERRY LEAK RECTIFICATION AND OTHER MAINTENANCE WORKS AT CHANGANACHERRY MUNICIPALITY FOR THE PERIOD OF 2026 2027 Pipeline Work

Kerala Water Authority

Changanacherry | Kottayam, Kerala

Amount: ₹13.3 LCloses: 3 Oct 202615 Sept 20266d left

Timeline

Published7 Sept 2026
Closes3 Oct 202615 Sept 2026
Bid Opening5 Oct 202616 Sept 2026

Corrigenda

Corrigendum

2 updatesLatest on 23 Sept 2026Submission Ends:15 Sept 20263 Oct 2026

Date changes

Download Ends15 Sept 20263 Oct 2026Submission Ends15 Sept 20263 Oct 2026Bid Opening16 Sept 20265 Oct 2026

Tender Value

₹13.3 L

EMD Value

₹33,328

Closing Date

3 Oct 2026, 1:00 pm6d left

Tender Inviting Organisation

Name

Executive Engineer

Address

KWA,P.H.Division,Thiruvalla

Work Description

O and M Water Supply Schemes ANNUAL MAINTENANCE OF UWSS TO CHANGANACHERRY LEAK RECTIFICATION AND OTHER MAINTENANCE WORKS AT CHANGANACHERRY MUNICIPALITY FOR THE PERIOD OF 2026 2027 Pipeline Work

Tender Information

Tender ID

2026_KWA_867866_1

Reference Number

RE-E-tender No.15/2026-27/EE/PH/TVLA

Tender Type

Open Tender

Product Category

Civil Works - Water Works

Form of Contract

Item Rate

Period of Work

365 days

Location

Changanacherry

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

5 documents required · 5 mandatory

Fee/PreQual/Technical/Finance

RequiredCopy of contract license, GST registration, PAN CARD (.pdf)

RequiredDuly filled up signed copy of preliminary agreement in stamp paper (.pdf)

RequiredDigitally singed tender documents (.pdf)

RequiredSpecial conditions (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,760

EMD Fee Amount

₹33,328

Important Dates

Last Activity

3 Oct 2026

Published

7 Sept 2026

Bid Opening

5 Oct 2026

Download Starts

7 Sept 2026

Download Ends

3 Oct 2026

Submission Starts

7 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (74 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Working Charges
1.001	15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)	9.6	cum	-	-
1.002	15.59:Dismantling of flexible pavement ( bituminous courses ) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per direction of Engineer-in-charge.	4.5	cum	-	-
1.003	16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.	60	sqm	-	-
1.004	100.1.1: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.	30	cum	-	-
1.005	100.1.2:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, 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.	20	cum	-	-
1.006	100.99.1:Add extra for the rate of Earth Work Excavation to account for the difficulty of excavation and the idling of the labour / machinery.	40	cum	-	-
1.007	100.8.1: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.	150	metre	-	-
1.008	100.8.2:Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals.	50	metre	-	-
1.009	2.16.1:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m	60	sqm	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

KWAGeneralConditionsforeTenderingV5.pdf

PDF • 0.69 MB

Tendernotice_1.pdf

PDF • 0.57 MB

Work Item Documents

NITREVISED.pdf

Tender Documents • 1.05 MB

KWAtenderOLDNITtofollowORDER.pdf

Corrigendum Documents

TenderCorrigandumext2.pdf

PDF • 0.38 MB

TenderCorrigandumext.pdf

PDF • 0.38 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Working Charges
1.001	15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)	9.6	cum	-	-
1.002	15.59:Dismantling of flexible pavement ( bituminous courses ) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per direction of Engineer-in-charge.	4.5	cum	-	-
1.003	16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.	60	sqm	-	-
1.004	100.1.1: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.	30	cum	-	-
1.005	100.1.2:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, 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.	20	cum	-	-
1.006	100.99.1:Add extra for the rate of Earth Work Excavation to account for the difficulty of excavation and the idling of the labour / machinery.	40	cum	-	-
1.007	100.8.1: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.	150	metre	-	-
1.008	100.8.2:Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals.	50	metre	-	-
1.009	2.16.1:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m	60	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Working Charges

1.001

15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

9.6

cum

1.002

15.59:Dismantling of flexible pavement ( bituminous courses ) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per direction of Engineer-in-charge.

4.5

cum

1.003

16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.

sqm

1.004

100.1.1: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.

cum

1.005

100.1.2:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, 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.

cum

1.006

100.99.1:Add extra for the rate of Earth Work Excavation to account for the difficulty of excavation and the idling of the labour / machinery.

cum

1.007

100.8.1: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.

150

metre

1.008

100.8.2:Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals.

metre

1.009

2.16.1:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m

sqm