Kerala

Technical BO

Works

Civil Works - Water Works

DEPOSIT KALAM ASSERY MUNCIPALITY Providing water supply arrangements to various roads in ward no 38

Kerala Water Authority

Kalamassery | Ernakulam, Kerala

Amount: ₹4.4 LCloses: 20 May 2026Closed

Timeline

Published12 May 2026
Closed20 May 2026
Technical Evaluation—
Award—

Bids

2 Bids21 May 2026

#	Company	Status
1	K K BAKKER Admitted-Fee/PreQual/Technical/Finance	Admitted-Fee/PreQual/Technical/Finance
2	nil Admitted-Fee/PreQual/Technical/Finance NIL	Admitted-Fee/PreQual/Technical/Finance

Tender Value

₹4.4 L

EMD Value

₹10,997

Closing Date

20 May 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Assistant Executive Engineer

Address

Assistant Executive Engineer W S Subdivision, Kalamassery

Work Description

DEPOSIT KALAM ASSERY MUNCIPALITY Providing water supply arrangements to various roads in ward no 38

Tender Information

Tender ID

2026_KWA_850225_1

Reference Number

WRD/KWA-CE(CR)/TR/26309/2025

Tender Type

Open Tender

Product Category

Civil Works - Water Works

Form of Contract

Percentage

Period of Work

180 days

Location

Kalamassery

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical/Finance

RequiredPreliminary Agreement (.pdf)

RequiredPancard (.pdf)

Requiredcontractor license (.pdf)

RequiredNIT (.pdf)

RequiredForm83 84 (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹970

EMD Fee Amount

₹10,997

Important Dates

Last Activity

21 May 2026

Published

12 May 2026

Bid Opening

21 May 2026

Download Starts

12 May 2026

Download Ends

20 May 2026

Submission Starts

12 May 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (15 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Working charge
1.001	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	32.23	-
1.002	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)	1	cum	2,516.93	₹2,514.41
1.003	15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road	-	sqm	443.5	-
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	678.19	-
1.005	100.98.213:Supply of PVC Pipe, 6kg/cm2, 90mm Dia.	-	metre	143.45	-
1.006	100.9.8: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): 90 mm nominal outside diameter pipes.	-	metre	104.31	-
1.007	OD182773/2025-2026:Shifting /Changing water supply/PH connections from the existing pvc line to the newly laid 90mm pvc line after tapping including cost of pipe and specials, earth work excavation for trenches and labour charges etc. complete.	-	no	1,197.12	-
1.008	OD182770/2025-2026:Interconnection with existing110mmHDPE pipe with newly laid 90mm PVC pipe by using suitable specials as per the direction of departmental officers.	-	no	3,379.81	-
1.009	OD182772/2025-2026:Interconnection with existing 140mm pvc pipe with newly laid 90mm PVC pipe by using suitable specials as per the direction of departmental officers.	-	job	1,158.82	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Bid Opening Summary

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 • 1.04 MB

Work Item Documents

NIT.pdf

Ready to Participate?

Download all tender documents and submit your bid

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Company

K K BAKKER

Admitted-Fee/PreQual/Technical/Finance

nil

Admitted-Fee/PreQual/Technical/Finance

NIL

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Working charge
1.001	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	32.23	-
1.002	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)	1	cum	2,516.93	₹2,514.41
1.003	15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road	-	sqm	443.5	-
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	678.19	-
1.005	100.98.213:Supply of PVC Pipe, 6kg/cm2, 90mm Dia.	-	metre	143.45	-
1.006	100.9.8: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): 90 mm nominal outside diameter pipes.	-	metre	104.31	-
1.007	OD182773/2025-2026:Shifting /Changing water supply/PH connections from the existing pvc line to the newly laid 90mm pvc line after tapping including cost of pipe and specials, earth work excavation for trenches and labour charges etc. complete.	-	no	1,197.12	-
1.008	OD182770/2025-2026:Interconnection with existing110mmHDPE pipe with newly laid 90mm PVC pipe by using suitable specials as per the direction of departmental officers.	-	no	3,379.81	-
1.009	OD182772/2025-2026:Interconnection with existing 140mm pvc pipe with newly laid 90mm PVC pipe by using suitable specials as per the direction of departmental officers.	-	job	1,158.82	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Working charge

1.001

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

32.23

1.002

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

2,516.93

₹2,514.41

1.003

15.43.2:Dismantling manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in-Charge:Bituminous road

sqm

443.5

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

678.19

1.005

100.98.213:Supply of PVC Pipe, 6kg/cm2, 90mm Dia.

metre

143.45

1.006

100.9.8: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): 90 mm nominal outside diameter pipes.

metre

104.31

1.007

OD182773/2025-2026:Shifting /Changing water supply/PH connections from the existing pvc line to the newly laid 90mm pvc line after tapping including cost of pipe and specials, earth work excavation for trenches and labour charges etc. complete.

1,197.12

1.008

OD182770/2025-2026:Interconnection with existing110mmHDPE pipe with newly laid 90mm PVC pipe by using suitable specials as per the direction of departmental officers.

3,379.81

1.009

OD182772/2025-2026:Interconnection with existing 140mm pvc pipe with newly laid 90mm PVC pipe by using suitable specials as per the direction of departmental officers.

job

1,158.82