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Civil Works - Water Works

DEPOSIT WORK - Replacing of PVC pipe line - Laying 160 mm PVC pipe line from Kottamuri Jn to Parayankeri Bridge in Chennithala Grama Panchayath

Kerala Water Authority

Chengannur | Alappuzha, Kerala

Amount: ₹22.0 LCloses: 9 Oct 2026Closed

Timeline

Published1 Oct 2026
Closed9 Oct 2026
Bid Opening12 Oct 2026

Tender Value

₹22.0 L

EMD Value

₹50,000

Closing Date

9 Oct 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

Kerala Water Authority PH Division Kayamkulam

Work Description

DEPOSIT WORK - Replacing of PVC pipe line - Laying 160 mm PVC pipe line from Kottamuri Jn to Parayankeri Bridge in Chennithala Grama Panchayath

Tender Information

Tender ID

2026_KWA_875636_1

Reference Number

WRD/KWA-CE(CR)/TR/5531/2026_26

Tender Type

Open Tender

Product Category

Civil Works - Water Works

Form of Contract

Item Rate

Period of Work

180 days

Location

Chengannur

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

4 documents required · 4 mandatory

Fee/PreQual/Technical/Finance

RequiredCopy of Contract License, GST, Registration, PAN CARD, Email and Phone No. (.pdf)

RequiredDuly filled signed copy of Preliminary Agreement in stamp paper (.pdf)

RequiredDigitally Singed bid documents (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,760

EMD Fee Amount

₹50,000

Important Dates

Last Activity

1 Oct 2026

Published

1 Oct 2026

Bid Opening

12 Oct 2026

Download Starts

1 Oct 2026

Download Ends

9 Oct 2026

Submission Starts

1 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (17 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A -Working charges
1.001	OD4064/2026-2027:Conveying 160mm PVC (10Kg/cm2) pipes from Orippuram Site to Paryamkery work site.	17.31	tonne	-	-
1.002	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.	20	metre	-	-
1.003	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.	0.6	cum	-	-
1.004	15.2.2: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)	1.2	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.	1,782	cum	-	-
1.006	100.98.1008:Engaging Coolie.	4	no	-	-
1.007	100.9.11: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): 160 mm nominal outside diameter pipes.	2,700	metre	-	-
1.008	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.	900	metre	-	-
1.009	100.12.11:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 150mm diameter nominal bore.	72	metre	-	-

Documents

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Tender Page Snapshot

details.html

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NIT Documents

KWAGeneralConditionsforeTenderingV5.pdf

PDF • 0.69 MB

Tendernotice_1.pdf

PDF • 0.04 MB

Work Item Documents

KWAtenderOLDNITtofollowORDER.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A -Working charges
1.001	OD4064/2026-2027:Conveying 160mm PVC (10Kg/cm2) pipes from Orippuram Site to Paryamkery work site.	17.31	tonne	-	-
1.002	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.	20	metre	-	-
1.003	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.	0.6	cum	-	-
1.004	15.2.2: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)	1.2	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.	1,782	cum	-	-
1.006	100.98.1008:Engaging Coolie.	4	no	-	-
1.007	100.9.11: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): 160 mm nominal outside diameter pipes.	2,700	metre	-	-
1.008	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.	900	metre	-	-
1.009	100.12.11:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 150mm diameter nominal bore.	72	metre	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix A -Working charges

1.001

OD4064/2026-2027:Conveying 160mm PVC (10Kg/cm2) pipes from Orippuram Site to Paryamkery work site.

17.31

tonne

1.002

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.

metre

1.003

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.

0.6

cum

1.004

15.2.2: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)

1.2

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.

1,782

cum

1.006

100.98.1008:Engaging Coolie.

1.007

100.9.11: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): 160 mm nominal outside diameter pipes.

2,700

metre

1.008

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.

900

metre

1.009

100.12.11:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 150mm diameter nominal bore.

metre