Kerala

AOC

Works

Civil Works - Others

State Plan 2025 26 Binoy line Laying of new Sewerage Line at the branches in Benoy line V and line A at Marappalam Muttada TKD road Sewerage Work

Kerala Water Authority

Thiruvananthapuram, Kerala

Amount: ₹20.6 LCloses: 16 Feb 2026Closed

Timeline

Published11 Feb 2026
Closed16 Feb 2026
Awarded7 Aug 2026

Bids

Item Rate

1 Bid7 Aug 2026

#	Company	Amount	Rank	Status
1	G ANIRUDHAN NAIR L1₹19.8 LAccepted-AOC	₹19.8 L	L1	Accepted-AOC L1

BoQ Comparative

Line Items (53)

Sl No	Description	Qty	Unit	G ANIRUDHAN NAIR L1
1.00Laying Sewer Line
1.00	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.	4.4	cum	428.15 ₹1,883.86 Lowest
1.00	15.23.1:Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm	68	sqm	74.45 ₹5,062.6 Lowest
1.00	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)	10.08	cum	2,469.95 ₹24,897.1 Lowest
1.00	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.	179.5	cum	665.53 ₹1,19,462.64 Lowest
1.00	100.1.2:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, 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.	2.6	cum	794.1 ₹2,064.66 Lowest
1.01	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.	430	metre	31.43 ₹13,514.9 Lowest
1.01	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	361.7	sqm	163.55 ₹59,156.04 Lowest
1.01	2.16.2:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m	4	sqm	179.14 ₹716.56 Lowest
1.01	100.98.226:Supply of PVC Pipe, 8kg/cm2, 160mm Dia.	164	metre	561.43 ₹92,074.52 Lowest

Corrigenda

Corrigendum

2 updatesLatest on 6 Mar 2026Submission Ends:16 Feb 202623 Mar 2026

Date changes

Download Ends16 Feb 202623 Mar 2026Submission Ends16 Feb 202623 Mar 2026Bid Opening18 Feb 202625 Mar 2026

Tender Value

₹20.6 L

EMD Value

₹50,000

Closing Date

16 Feb 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

Office of the Executive Engineer

Work Description

State Plan 2025 26 Binoy line Laying of new Sewerage Line at the branches in Benoy line V and line A at Marappalam Muttada TKD road Sewerage Work

Tender Information

Tender ID

2026_KWA_835552_1

Reference Number

WRD/KWACE(SR)/TR/19438/2024RT2

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Period of Work

240 days

Location

Thiruvananthapuram

Source Website

Subscribe to view

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

7 Aug 2026

Published

11 Feb 2026

Bid Opening

18 Feb 2026

Download Starts

11 Feb 2026

Download Ends

16 Feb 2026

Submission Starts

11 Feb 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (53 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Laying Sewer Line
1.001	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	-	-
1.002	15.23.1:Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm	-	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)	-	cum	-	-
1.004	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.	-	cum	-	-
1.005	100.1.2:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, 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	-	-
1.006	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.	-	metre	-	-
1.007	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	1	sqm	-	-
1.008	2.16.2:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m	-	sqm	-	-
1.009	100.98.226:Supply of PVC Pipe, 8kg/cm2, 160mm Dia.	-	metre	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Evaluation

fin_eval.pdf

PDF

Award of Contract

aoc.pdf

PDF

Bid Opening Summary

finance_1405876.pdf

PDF

boq_comp_chart.xlsx

xlsx

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 • 1.48 MB

Work Item Documents

NITRT2.pdf

Tender Documents • 7.51 MB

BOQ_1405876.xls

BOQ • 0.34 MB

Corrigendum Documents

Extension1.pdf

PDF • 0.29 MB

Ready to Participate?

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Company

G ANIRUDHAN NAIR

L1₹19.8 LAccepted-AOC

Sl No	Description	Qty	Unit	G ANIRUDHAN NAIR L1
1.00Laying Sewer Line
1.00	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.	4.4	cum	428.15 ₹1,883.86 Lowest
1.00	15.23.1:Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm	68	sqm	74.45 ₹5,062.6 Lowest
1.00	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)	10.08	cum	2,469.95 ₹24,897.1 Lowest
1.00	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.	179.5	cum	665.53 ₹1,19,462.64 Lowest
1.00	100.1.2:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, 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.	2.6	cum	794.1 ₹2,064.66 Lowest
1.01	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.	430	metre	31.43 ₹13,514.9 Lowest
1.01	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	361.7	sqm	163.55 ₹59,156.04 Lowest
1.01	2.16.2:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m	4	sqm	179.14 ₹716.56 Lowest
1.01	100.98.226:Supply of PVC Pipe, 8kg/cm2, 160mm Dia.	164	metre	561.43 ₹92,074.52 Lowest

Sl No

Description

Qty

Unit

G ANIRUDHAN NAIR

1.00Laying Sewer Line

1.00

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.

4.4

cum

428.15

₹1,883.86

Lowest

1.00

15.23.1:Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm

sqm

74.45

₹5,062.6

Lowest

1.00

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)

10.08

cum

2,469.95

₹24,897.1

Lowest

1.00

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.

179.5

cum

665.53

₹1,19,462.64

Lowest

1.00

100.1.2:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, 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.

2.6

cum

794.1

₹2,064.66

Lowest

1.01

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.

430

metre

31.43

₹13,514.9

Lowest

1.01

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

361.7

sqm

163.55

₹59,156.04

Lowest

1.01

2.16.2:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m

sqm

179.14

₹716.56

Lowest

1.01

100.98.226:Supply of PVC Pipe, 8kg/cm2, 160mm Dia.

164

metre

561.43

₹92,074.52

Lowest

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Laying Sewer Line
1.001	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	-	-
1.002	15.23.1:Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm	-	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)	-	cum	-	-
1.004	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.	-	cum	-	-
1.005	100.1.2:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not exceeding 3m, 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	-	-
1.006	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.	-	metre	-	-
1.007	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	1	sqm	-	-
1.008	2.16.2:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m	-	sqm	-	-
1.009	100.98.226:Supply of PVC Pipe, 8kg/cm2, 160mm Dia.	-	metre	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Laying Sewer Line

1.001

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

1.002

15.23.1:Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm

sqm

1.003

cum

1.004

cum

1.005

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.

metre

1.007

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

sqm

1.008

sqm

1.009

100.98.226:Supply of PVC Pipe, 8kg/cm2, 160mm Dia.

metre