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Civil Works - Water Works

O and M Water Supply Schemes Thrikkakara municipality Urgent diversion of KWA Water Supply Pipeline in Connection with PWD drain Construction Work at Navodhaya junction Pipeline Work

Kerala Water Authority

Thrikkakkara | Ernakulam, Kerala

Amount: ₹1.5 LCloses: 9 Sept 2026Closed

Timeline

Published2 Sept 2026
Closed9 Sept 2026
Financial Evaluation—
Award—

Bids

Percentage

3 Bids15 Sept 2026

#	Company	Quoted %	Amount	Rank	Status
1	nil L1₹1.4 LAdmitted-Fee/PreQual/Technical/Finance NIL	-4.95%	₹1.4 L	L1	Admitted-Fee/PreQual/Technical/Finance
2	Anandhu cs L2₹1.5 L+₹7,178.81 (5.21%)Admitted-Fee/PreQual/Technical/Finance	+0.00%	₹1.5 L+₹7,178.81 (5.21%)	L2	Admitted-Fee/PreQual/Technical/Finance
3	Sanilan C.S L3₹1.6 L+₹19,070.99 (13.8%)Admitted-Fee/PreQual/Technical/Finance	+8.20%	₹1.6 L+₹19,070.99 (13.8%)	L3	Admitted-Fee/PreQual/Technical/Finance

Tender Value

₹1.5 L

EMD Value

₹3,626

Closing Date

9 Sept 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Assistant Executive Engineer

Address

WS Subdivision Kalamassery

Work Description

O and M Water Supply Schemes Thrikkakara municipality Urgent diversion of KWA Water Supply Pipeline in Connection with PWD drain Construction Work at Navodhaya junction Pipeline Work

Tender Information

Tender ID

2026_KWA_867108_1

Reference Number

WRD/KWA-CE(CR)/TR/13614/2026

Tender Type

Open Tender

Product Category

Civil Works - Water Works

Form of Contract

Percentage

Period of Work

15 days

Location

Thrikkakkara

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

5 documents required · 5 mandatory

Fee/PreQual/Technical/Finance

RequiredPreliminary Agreement (.pdf)

RequiredNIT (.pdf)

RequiredContractors Licence (.pdf)

RequiredPAN (.pdf)

Requiredboq (.xls)

Fee & Financial Details

Tender Fee Amount

₹555

EMD Fee Amount

₹3,626

Important Dates

Last Activity

15 Sept 2026

Published

2 Sept 2026

Bid Opening

10 Sept 2026

Download Starts

2 Sept 2026

Download Ends

9 Sept 2026

Submission Starts

2 Sept 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 (11 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A- Working charge
1.001	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.	-	metre	27.11	-
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	436.3	-
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	678.19	-
1.004	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	-
1.005	100.9.11: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): 160 mm nominal outside diameter pipes.	-	metre	242.95	-
1.006	OD60916/2026-2027:Interconnection with the newly laid 160mm PVC with existing 90 mm PVC pipe with suitable specials including all materials and labour charges etc complete as per the direction of department engineer -in charge.	-	no	979.62	-
1.007	OD60917/2026-2027:Interconnection of newly laid 160 mm PVC pipe with existing 75mm PVC pipe by using 160x160x160 mm PVC Tee, 160x90 mm PVC reducer, 90x75mm PVC reducer including all materials and labour charges etc complete as per the direction of department engineer -in charge	-	no	1,739.61	-
2Appendix B- Cost of Material
2.001	OD60918/2026-2027:Supplying 160mm pvc Bend 6kg/cm2	-	no	638.5	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Bid Opening Summary

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

KWAGeneralConditionsforeTenderingV5.pdf

PDF • 0.69 MB

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

BOQ_1468139.xls

BOQ • 0.32 MB

8384.pdf

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Company

nil

L1₹1.4 LAdmitted-Fee/PreQual/Technical/Finance

NIL

Anandhu cs

L2₹1.5 L+₹7,178.81 (5.21%)Admitted-Fee/PreQual/Technical/Finance

Sanilan C.S

L3₹1.6 L+₹19,070.99 (13.8%)Admitted-Fee/PreQual/Technical/Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A- Working charge
1.001	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.	-	metre	27.11	-
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	436.3	-
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	678.19	-
1.004	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	-
1.005	100.9.11: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): 160 mm nominal outside diameter pipes.	-	metre	242.95	-
1.006	OD60916/2026-2027:Interconnection with the newly laid 160mm PVC with existing 90 mm PVC pipe with suitable specials including all materials and labour charges etc complete as per the direction of department engineer -in charge.	-	no	979.62	-
1.007	OD60917/2026-2027:Interconnection of newly laid 160 mm PVC pipe with existing 75mm PVC pipe by using 160x160x160 mm PVC Tee, 160x90 mm PVC reducer, 90x75mm PVC reducer including all materials and labour charges etc complete as per the direction of department engineer -in charge	-	no	1,739.61	-
2Appendix B- Cost of Material
2.001	OD60918/2026-2027:Supplying 160mm pvc Bend 6kg/cm2	-	no	638.5	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix A- Working charge

1.001

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.

metre

27.11

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

436.3

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

678.19

1.004

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

1.005

100.9.11: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): 160 mm nominal outside diameter pipes.

metre

242.95

1.006

OD60916/2026-2027:Interconnection with the newly laid 160mm PVC with existing 90 mm PVC pipe with suitable specials including all materials and labour charges etc complete as per the direction of department engineer -in charge.

979.62

1.007

OD60917/2026-2027:Interconnection of newly laid 160 mm PVC pipe with existing 75mm PVC pipe by using 160x160x160 mm PVC Tee, 160x90 mm PVC reducer, 90x75mm PVC reducer including all materials and labour charges etc complete as per the direction of department engineer -in charge

1,739.61

2Appendix B- Cost of Material

2.001

OD60918/2026-2027:Supplying 160mm pvc Bend 6kg/cm2

638.5