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State Plan- 2025-26- Rehabilitation-Improvements of Urban Water Supply Schemes- UWSS to Kayamkulam- Renovation of 12.00 MLD WTP at Pathiyoor- Providing scour line

Kerala Water Authority

Pathiyoor GP | Alappuzha, Kerala

Amount: ₹21.1 LCloses: 5 Oct 2026

Timeline

Published26 Sept 2026
Closes5 Oct 2026
Bid Opening6 Oct 2026

Tender Value

₹21.1 L

EMD Value

₹50,000

Closing Date

5 Oct 2026, 3:00 pm

Tender Inviting Organisation

Name

Executive Engineer

Address

PH Division, KWA, Kayamkulam

Work Description

SState Plan- 2025-26- Rehabilitation-Improvements of Urban Water Supply Schemes- UWSS to Kayamkulam- Renovation of 12.00 MLD WTP at Pathiyoor- Providing scour line

Tender Information

Tender ID

2026_KWA_872768_1

Reference Number

WRD/KWA-CE(CR)/TR/7975/2025 Re-2

Tender Type

Open Tender

Product Category

Civil Works - Water Works

Form of Contract

Item Rate

Period of Work

180 days

Location

Pathiyoor GP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

4 documents required · 4 mandatory

Fee/PreQual/Technical/Finance

RequiredScanned copy of Contractor License (.pdf)

RequiredScanned copy of Preliminary Agreement (.pdf)

RequiredForm No.83 (.pdf)

RequiredDigitally signed tender schedule BoQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,760

EMD Fee Amount

₹50,000

Important Dates

Last Activity

26 Sept 2026

Published

26 Sept 2026

Bid Opening

6 Oct 2026

Download Starts

26 Sept 2026

Download Ends

5 Oct 2026

Submission Starts

26 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (34 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1APPENDIX A :- LAYING SCOUR LINE
1.001	100.59.1: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.	500	metre	-	-
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	250	sqm	-	-
1.003	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)	3.75	cum	-	-
1.004	15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar	0.22	cum	-	-
1.005	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.	550	cum	-	-
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.	450	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.	50	metre	-	-
1.008	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.	208.88	Kwh	-	-
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	230	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 • 0.05 MB

Work Item Documents

NITScourline.pdf

Tender Documents • 0.39 MB

SpecialConditionScourline.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1APPENDIX A :- LAYING SCOUR LINE
1.001	100.59.1: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.	500	metre	-	-
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	250	sqm	-	-
1.003	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)	3.75	cum	-	-
1.004	15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar	0.22	cum	-	-
1.005	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.	550	cum	-	-
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.	450	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.	50	metre	-	-
1.008	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.	208.88	Kwh	-	-
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	230	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1APPENDIX A :- LAYING SCOUR LINE

1.001

100.59.1: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.

500

metre

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

250

sqm

1.003

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)

3.75

cum

1.004

15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar

0.22

cum

1.005

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.

550

cum

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.

450

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.

metre

1.008

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.

208.88

Kwh

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

230

sqm