Kerala

Cancelled

Works

Civil Works - Others

State Plan 2025 2026 TSS Construction of new well and connected work at Kannamoola pump house Sewerage Work

Kerala Water Authority

Thiruvananthapuram, Kerala

Amount: ₹89.4 LCloses: 29 May 2026Closed

Timeline

Published21 May 2026
Closed29 May 2026
Cancelled24 Aug 2026

Bids

1 Bid24 Aug 2026

#	Company	Status
1	YESUDAS T Admitted-Fee/PreQual/Technical/Finance	Admitted-Fee/PreQual/Technical/Finance

Cancellation Details

Cancellation of Tender

Cancellation CorrigendumLMR rate arrived is 2.48 percentage above TPAC. All items are high quoted. Negotiation was conducted and requested to reduce the rates further to the minimum. But reply was not received and hence tender rejected.Reason: L1 quoted/revised rate is highDocument: cancelled_1.pdf

Published 24 Aug 2026

Tender Value

₹89.4 L

EMD Value

₹50,000

Closing Date

29 May 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

Office of the Executive Engineer Sewerage Division Pattoor

Work Description

State Plan 2025 2026 TSS Construction of new well and connected work at Kannamoola pump house Sewerage Work

Tender Information

Tender ID

2026_KWA_852320_1

Reference Number

WRD/KWACESR/TR/19880/2024/RT2

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Period of Work

180 days

Location

Thiruvananthapuram

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

3 documents required · 3 mandatory

Fee/PreQual/Technical/Finance

RequiredPreliminary Agreement (.pdf)

RequiredNIT (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹50,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

24 Aug 2026

Published

21 May 2026

Bid Opening

1 Jun 2026

Download Starts

21 May 2026

Download Ends

29 May 2026

Submission Starts

21 May 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (81 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Clearing site and conduction soil test
1.001	2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared	-	sqm	-	-
1.002	2.33.2:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 60 cm girth up to and including 120 cm girth	-	each	-	-
1.003	OD103433/2024-2025:Soil Testing	-	no	-	-
2Construction of Well
2.001	2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil	-	sqm	-	-
2.002	2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil	-	cum	-	-
2.003	OD103437/2024-2025:Earth work in excavation by mechanical means ( Hydraulic excavator)/manual means over areas( exceeding 30cm in depth,150cm in width as well as 10 sqm on plan) including disposal of excavated earth, disposed earth to be levelled and neatly dressed for Manhole 2nd depth 1.5m to 3m	-	cum	-	-
2.004	OD103438/2024-2025:Fabricating MS Kerb of size using 8 mm thick MS plate including cost ms plate and 10mm dia anger bar welded to the kerb and conveyance charges of MS plate,all fabrication charges, charges of painting outer side of the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer erection tying anger bar with reinforcement placing in position etc complete:	1	metre	-	-
2.005	5.7:Reinforced cement concrete work in well - steining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) derived from natural sources derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources derived from natural sources)	0.6	cum	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Bid Opening Summary

finance_1440157.pdf

PDF

boq_comp_chart.xlsx

xlsx

Cancellation Documents

cancelled_1.pdf

pdf • 0.56 MB

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 • 0.03 MB

NIT Documents

KWAGeneralConditionsforeTenderingV5.pdf

PDF • 0.69 MB

Tendernotice_1.pdf

PDF • 1.13 MB

Work Item Documents

NIT.pdf

Tender Documents • 7.78 MB

BOQ_1440157.xls

BOQ • 0.31 MB

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Company

YESUDAS T

Admitted-Fee/PreQual/Technical/Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Clearing site and conduction soil test
1.001	2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared	-	sqm	-	-
1.002	2.33.2:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 60 cm girth up to and including 120 cm girth	-	each	-	-
1.003	OD103433/2024-2025:Soil Testing	-	no	-	-
2Construction of Well
2.001	2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil	-	sqm	-	-
2.002	2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil	-	cum	-	-
2.003	OD103437/2024-2025:Earth work in excavation by mechanical means ( Hydraulic excavator)/manual means over areas( exceeding 30cm in depth,150cm in width as well as 10 sqm on plan) including disposal of excavated earth, disposed earth to be levelled and neatly dressed for Manhole 2nd depth 1.5m to 3m	-	cum	-	-
2.004	OD103438/2024-2025:Fabricating MS Kerb of size using 8 mm thick MS plate including cost ms plate and 10mm dia anger bar welded to the kerb and conveyance charges of MS plate,all fabrication charges, charges of painting outer side of the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer erection tying anger bar with reinforcement placing in position etc complete:	1	metre	-	-
2.005	5.7:Reinforced cement concrete work in well - steining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) derived from natural sources derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources derived from natural sources)	0.6	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Clearing site and conduction soil test

1.001

2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared

sqm

1.002

2.33.2:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 60 cm girth up to and including 120 cm girth

each

1.003

OD103433/2024-2025:Soil Testing

2Construction of Well

2.001

2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil

sqm

2.002

2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil

cum

2.003

OD103437/2024-2025:Earth work in excavation by mechanical means ( Hydraulic excavator)/manual means over areas( exceeding 30cm in depth,150cm in width as well as 10 sqm on plan) including disposal of excavated earth, disposed earth to be levelled and neatly dressed for Manhole 2nd depth 1.5m to 3m

cum

2.004

OD103438/2024-2025:Fabricating MS Kerb of size using 8 mm thick MS plate including cost ms plate and 10mm dia anger bar welded to the kerb and conveyance charges of MS plate,all fabrication charges, charges of painting outer side of the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer erection tying anger bar with reinforcement placing in position etc complete:

metre

2.005

5.7:Reinforced cement concrete work in well - steining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) derived from natural sources derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources derived from natural sources)

0.6

cum