Kerala

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Civil Works - Water Works

DEPOSIT Kalamasery Municipality Providing water supply arragements for replacing the pipe lines inconnection with new culvert work at Vidakuzha Ambalapady road ward no 9

Kerala Water Authority

Kalamassery | Ernakulam, Kerala

Amount: ₹31,457Closes: 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

₹31,457

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 Kalamasery Municipality Providing water supply arragements for replacing the pipe lines inconnection with new culvert work at Vidakuzha Ambalapady road ward no 9

Tender Information

Tender ID

2026_KWA_850208_1

Reference Number

WRD/KWA-CE(CR)/TR/20519/2025

Tender Type

Open Tender

Product Category

Civil Works - Water Works

Form of Contract

Percentage

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

₹335

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 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Working Charges
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	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	-
1.003	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	-
1.004	OD127844/2025-2026:Shifting/Changing water connection from the existing distribution line to newly laid mains upto 90mm dia PVC to an average length of 5m, using 20mm Indian Standard Class 6 uPVC pipe and uPVC / GM / Brass specials viz. brass ferrule, GM full way wheel valve, Elbow, MTA, FTA, couplers, GI / MS / SS Service Saddle of suitable size etc. and connecting with the mains, testing the joints etc. complete including trenching and refilling in all kinds of soil up to a depth of 1.50m for main line tracing and trench of average cross section 0.3m x 0.75m, hire for tools, cost of consumables and labour charges, cost of materials, including charges for lighting, watching, providing caution boards, traffic control etc. complete, but excluding the cost of cutting of concrete / tarred / bituminous roads and as per the directions of the department officers	-	no	943.01	-
1.005	OD127847/2025-2026:Interconnection newly laid 90 mm PVC using existing 75 mm pvc pipe using reducer	-	no	1,345.57	-
2Department supply
2.001	100.98.213:Supply of PVC Pipe, 6kg/cm2, 90mm Dia.	-	metre	143.45	-

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 • 0.33 MB

Work Item Documents

NIT.pdf

Ready to Participate?

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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 Charges
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	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	-
1.003	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	-
1.004	OD127844/2025-2026:Shifting/Changing water connection from the existing distribution line to newly laid mains upto 90mm dia PVC to an average length of 5m, using 20mm Indian Standard Class 6 uPVC pipe and uPVC / GM / Brass specials viz. brass ferrule, GM full way wheel valve, Elbow, MTA, FTA, couplers, GI / MS / SS Service Saddle of suitable size etc. and connecting with the mains, testing the joints etc. complete including trenching and refilling in all kinds of soil up to a depth of 1.50m for main line tracing and trench of average cross section 0.3m x 0.75m, hire for tools, cost of consumables and labour charges, cost of materials, including charges for lighting, watching, providing caution boards, traffic control etc. complete, but excluding the cost of cutting of concrete / tarred / bituminous roads and as per the directions of the department officers	-	no	943.01	-
1.005	OD127847/2025-2026:Interconnection newly laid 90 mm PVC using existing 75 mm pvc pipe using reducer	-	no	1,345.57	-
2Department supply
2.001	100.98.213:Supply of PVC Pipe, 6kg/cm2, 90mm Dia.	-	metre	143.45	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Working Charges

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

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

1.003

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

1.004

OD127844/2025-2026:Shifting/Changing water connection from the existing distribution line to newly laid mains upto 90mm dia PVC to an average length of 5m, using 20mm Indian Standard Class 6 uPVC pipe and uPVC / GM / Brass specials viz. brass ferrule, GM full way wheel valve, Elbow, MTA, FTA, couplers, GI / MS / SS Service Saddle of suitable size etc. and connecting with the mains, testing the joints etc. complete including trenching and refilling in all kinds of soil up to a depth of 1.50m for main line tracing and trench of average cross section 0.3m x 0.75m, hire for tools, cost of consumables and labour charges, cost of materials, including charges for lighting, watching, providing caution boards, traffic control etc. complete, but excluding the cost of cutting of concrete / tarred / bituminous roads and as per the directions of the department officers

943.01

1.005

OD127847/2025-2026:Interconnection newly laid 90 mm PVC using existing 75 mm pvc pipe using reducer

1,345.57

2Department supply

2.001

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

metre

143.45