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State Plan 2023 24 RWSS Replacing damaged pipes WSS to Vadakkekkara and Chittattukara Panchayath

Kerala Water Authority

Chittattukara | Thrissur, Kerala

Amount: ₹2.3 CrCloses: 22 Oct 2026

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Timeline

Published6 Oct 2026
Closes22 Oct 2026
Bid Opening23 Oct 2026

Corrigenda

Corrigendum

1 updatesLatest on 6 Oct 2026

Tender Value

₹2.3 Cr

EMD Value

₹1 L

Closing Date

22 Oct 2026, 3:00 pm

Tender Inviting Organisation

Name

Superintending Engineer

Address

Kerala Water Authority, P.H Circle, Kochi-11

Work Description

Replacing damaged Frequently bursting 400 mm premo pumping main with 450 mm and 315 mm HDPE pipe laying 160 mm PVC rider line from Chittattukara Jn to Chakkumassery temple Jn along proposed NH 66 General Civil Work

Tender Information

Tender ID

2026_KWA_876649_1

Reference Number

E-Tender No. 07/2026-27/SE/PHC/CHN

Tender Type

Open Tender

Product Category

Civil Works - Water Works

Form of Contract

Item Rate

Period of Work

180 days

Location

Chittattukara

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredScanned and signed copy of preliminary agreement. (.pdf)

RequiredScanned and signed copy of valid contractor license. (.pdf)

RequiredScanned and signed copy of non relationship certificate. (.pdf)

RequiredScanned and signed copy of MoU with Material suppliers,licensed plumber. (.pdf)

RequiredScanned and signed copy of form 83 and 84. (.pdf)

RequiredScanned and signed copy of project implementation programme (CPM) schedule and bar chart schedule. (.pdf)

RequiredBoQ-xls (.xls)

Fee & Financial Details

Tender Fee Amount

₹9,759

EMD Fee Amount

₹1 L

Important Dates

Last Activity

22 Oct 2026

Published

6 Oct 2026

Bid Opening

23 Oct 2026

Download Starts

6 Oct 2026

Download Ends

22 Oct 2026

Submission Starts

6 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (92 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1WORKING CHARGE
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)	0.86	cum	-	-
1.002	15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road	255.5	sqm	-	-
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.	38.5	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.	5,109.56	cum	-	-
1.005	100.7.1:Bailing 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 oil and other stores pay of staff etc., complete.	149.2	Kwh	-	-
1.006	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.	1,500	metre	-	-
1.007	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.	350	metre	-	-
1.008	100.14.7:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 400mm diameter Ductile Iron Class K-9 Pipes.	30	metre	-	-
1.009	18.70.7:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:400 mm dia pipes	6	joint	-	-

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

KWAGeneralConditionsforeTenderingV5.pdf

PDF • 0.69 MB

Tendernotice_1.pdf

PDF • 5.98 MB

Work Item Documents

4DefectLiabilityGO.pdf

Corrigendum Documents

TN07DateCorrigendum.pdf

PDF • 0.01 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1WORKING CHARGE
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)	0.86	cum	-	-
1.002	15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road	255.5	sqm	-	-
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.	38.5	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.	5,109.56	cum	-	-
1.005	100.7.1:Bailing 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 oil and other stores pay of staff etc., complete.	149.2	Kwh	-	-
1.006	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.	1,500	metre	-	-
1.007	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.	350	metre	-	-
1.008	100.14.7:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 400mm diameter Ductile Iron Class K-9 Pipes.	30	metre	-	-
1.009	18.70.7:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:400 mm dia pipes	6	joint	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1WORKING CHARGE

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)

0.86

cum

1.002

15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road

255.5

sqm

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.

38.5

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.

5,109.56

cum

1.005

100.7.1:Bailing 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 oil and other stores pay of staff etc., complete.

149.2

Kwh

1.006

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.

1,500

metre

1.007

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.

350

metre

1.008

100.14.7:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 400mm diameter Ductile Iron Class K-9 Pipes.

metre

1.009

18.70.7:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:400 mm dia pipes

joint