Kerala

Cancelled

Works

Civil Works - Water Works

Others Urban Agglomeration UWSS to Nedumangad

Kerala Water Authority

Nedumangad | Thiruvananthapuram, Kerala

Amount: ₹2.3 CrCloses: 10 Aug 2026Closed

Timeline

Published5 Aug 2026
Closed10 Aug 2026
Cancelled10 Aug 2026

Corrigenda

Corrigendum

1 updatesLatest on 19 Aug 2026

Cancellation Details

Cancellation of Tender

cancellation proceedingsTender cancelledReason: Due to admistrative reasons/issuesDocument: cancelled_1.pdf

Published 10 Aug 2026

Tender Value

₹2.3 Cr

EMD Value

₹1 L

Closing Date

10 Aug 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Superintending Engineer

Address

The Superintending Engineer, Public Health Circle, Kerala Water Authority, Thiruvananthapuram

Work Description

Urban Agglomeration - UWSS to Nedumangad-Replacement of the old dilapidated 300 mm AC pipe from Aravalakunnu GLSR to Melethekkada with a 200 mm PVC O pipe and other related works for enhancing the water supply in the Nedumangad Municipality

Tender Information

Tender ID

2026_KWA_864283_1

Reference Number

07/2026-27/KWA/PHC/D3/TVM

Tender Type

Open Tender

Product Category

Civil Works - Water Works

Form of Contract

Item Rate

Period of Work

365 days

Location

Nedumangad

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer NIT

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredPreliminaryAgreeement (.pdf)

RequiredGST and Licence (.pdf)

RequiredLD certificate and MOU with pipe supplier (.pdf)

RequiredNon relationship Certificate (.pdf)

RequiredFinancial Details (.pdf)

RequiredNIT (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹8,270

EMD Fee Amount

₹1 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

10 Aug 2026

Published

5 Aug 2026

Bid Opening

11 Aug 2026

Download Starts

5 Aug 2026

Download Ends

10 Aug 2026

Submission Starts

5 Aug 2026

Clarification Period

5 Aug 2026 - 10 Aug 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (62 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Pipe line work
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)	-	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.	-	cum	-	-
1.003	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	cum	-	-
1.004	100.1.9: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 Hard Rock Requiring Blasting.	-	cum	-	-
1.005	100.2.1:Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10m2 on plan), including dressing of sides and ramming of bottoms, lift up to 1.5m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m, in Medium Rock Requiring Blasting.	-	cum	-	-
1.006	100.1.13: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 Hard Rock where Blasting is Prohibited.	-	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.	-	metre	-	-
1.008	OD86563/2026-2027:Supply of 200 mm OD Class 500 PVC-O Pipe,PN 12.5 conforming to IS 16647:2017 suitable for laying with PVC O fittings or metal fittings compatible with PVC O pipes	-	metre	-	-
1.009	OD86566/2026-2027:Conveying and laying PVC -O pipes of OD 200mm ,excluding cost of pipes and specials	-	metre	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.10 MB

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

BOQ_1462325.xls

BOQ • 0.36 MB

07NIT.pdf

Tender Documents • 0.34 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Pipe line work
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)	-	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.	-	cum	-	-
1.003	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	cum	-	-
1.004	100.1.9: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 Hard Rock Requiring Blasting.	-	cum	-	-
1.005	100.2.1:Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10m2 on plan), including dressing of sides and ramming of bottoms, lift up to 1.5m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m, in Medium Rock Requiring Blasting.	-	cum	-	-
1.006	100.1.13: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 Hard Rock where Blasting is Prohibited.	-	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.	-	metre	-	-
1.008	OD86563/2026-2027:Supply of 200 mm OD Class 500 PVC-O Pipe,PN 12.5 conforming to IS 16647:2017 suitable for laying with PVC O fittings or metal fittings compatible with PVC O pipes	-	metre	-	-
1.009	OD86566/2026-2027:Conveying and laying PVC -O pipes of OD 200mm ,excluding cost of pipes and specials	-	metre	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Pipe line work

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)

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.

cum

1.003

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

1.004

100.1.9: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 Hard Rock Requiring Blasting.

cum

1.005

100.2.1:Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10m2 on plan), including dressing of sides and ramming of bottoms, lift up to 1.5m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50m, in Medium Rock Requiring Blasting.

cum

1.006

100.1.13: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 Hard Rock where Blasting is Prohibited.

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.

metre

1.008

OD86563/2026-2027:Supply of 200 mm OD Class 500 PVC-O Pipe,PN 12.5 conforming to IS 16647:2017 suitable for laying with PVC O fittings or metal fittings compatible with PVC O pipes

metre

1.009

OD86566/2026-2027:Conveying and laying PVC -O pipes of OD 200mm ,excluding cost of pipes and specials

metre