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State Plan 2026 2027 Optimisation of production and Transmission Replacing old 150 mm AC pipeline with 110 mm PVC pipeline on both sides of Thondra Vallamkulam road from Kuttoor junction to railway cross under Nedumpuram section General Civil Work

Kerala Water Authority

kuttoor | Pathanamthitta, Kerala

Amount: ₹33.0 LCloses: 14 Oct 20262d left

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Timeline

Published5 Oct 2026
Closes14 Oct 2026
Bid Opening15 Oct 2026

Tender Value

₹33.0 L

EMD Value

₹50,000

Closing Date

14 Oct 2026, 1:00 pm2d left

Tender Inviting Organisation

Name

Executive Engineer

Address

Executive Engineer PH Division,Thiruvalla

Work Description

State Plan 2026 2027 Optimisation of production and Transmission Replacing old 150 mm AC pipeline with 110 mm PVC pipeline on both sides of Thondra Vallamkulam road from Kuttoor junction to railway cross under Nedumpuram section General Civil Work

Tender Information

Tender ID

2026_KWA_876056_1

Reference Number

E-tender no.20/2026-27/EE/PH/TVLA

Tender Type

Open Tender

Product Category

Civil Works - Water Works

Form of Contract

Item Rate

Period of Work

90 days

Location

kuttoor

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredDigitally signed NIT (.pdf)

RequiredCopy of License, Pan card, Experience certificate, Non relation certificate and GST registration. (.pdf)

RequiredSpecial conditions. (.pdf)

RequiredDuly filled up preliminary agreement with signature of all concerned. (.pdf)

RequiredQuoted BOQ. (.xls)

RequiredDuly filled and signed Bid submission letter , Integrity pact certificate (.pdf)

RequiredDuly filled and signed Requisition for e-payment and Affidavit enclosed in the NIT. (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,760

EMD Fee Amount

₹50,000

Important Dates

Last Activity

5 Oct 2026

Published

5 Oct 2026

Bid Opening

15 Oct 2026

Download Starts

5 Oct 2026

Download Ends

14 Oct 2026

Submission Starts

5 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (21 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Supply of materials
1.001	OD134738/2026-2027:Supply of PVC pipe,10kg/cm2 ,110mm dia with specials	2,600	metre	-	-
1.002	100.98.458:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 100mm.	2	no	-	-
1.003	OD207499/2024-2025:Supply of 100 mm GI pipe (Medium)	300	metre	-	-
1.004	100.98.441:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 40mm.	2	no	-	-
2Working charges
2.001	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.	200	metre	-	-
2.002	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.	15	cum	-	-
2.003	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)	15	cum	-	-
2.004	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.	1,430	cum	-	-

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 • 0.71 MB

Work Item Documents

NITREVISED.pdf

Tender Documents • 1.23 MB

BOQ_1487636.xls

BOQ • 0.31 MB

Supplyconditions.pdf

Additional Documents • 0.28 MB

MotherNITorder.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Supply of materials
1.001	OD134738/2026-2027:Supply of PVC pipe,10kg/cm2 ,110mm dia with specials	2,600	metre	-	-
1.002	100.98.458:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 100mm.	2	no	-	-
1.003	OD207499/2024-2025:Supply of 100 mm GI pipe (Medium)	300	metre	-	-
1.004	100.98.441:Supply of CI Air Valve, Conforming to IS 14848 - 2000, Single Orifice, Small Orifice Type S1, Size 40mm.	2	no	-	-
2Working charges
2.001	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.	200	metre	-	-
2.002	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.	15	cum	-	-
2.003	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)	15	cum	-	-
2.004	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.	1,430	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Supply of materials

1.001

OD134738/2026-2027:Supply of PVC pipe,10kg/cm2 ,110mm dia with specials

2,600

metre

1.002

100.98.458:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 100mm.

1.003

OD207499/2024-2025:Supply of 100 mm GI pipe (Medium)

300

metre

1.004

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

2Working charges

2.001

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.

200

metre

2.002

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.

cum

2.003

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)

cum

2.004

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.

1,430

cum