Tender ID

Kerala

Technical BO

Works

Civil Works - Others

State Plan-State plan proposal-RWSS to Kanhangad (LIC)-WSS to Kanhangad Municipality-Relaying of damaged portion of 150mm CI Pumping main for a length of 200mtrs with 160mm dia PVC 10Kg/cm2 pipe and 150mm GI pipe-Pipeline Work

Kerala Water Authority

KANHANGAD | Kasaragod, Kerala

Amount: ₹3.8 LCloses: 29 May 2026Closed

Timeline

Published22 May 2026
Closed29 May 2026
Technical Evaluation—
Award—

Bids

2 Bids30 May 2026

#	Company	Status
1	A ABOOBACKER Admitted-Fee/PreQual/Technical/Finance	Admitted-Fee/PreQual/Technical/Finance
2	MOHAMMED NISHAM A A Admitted-Fee/PreQual/Technical/Finance	Admitted-Fee/PreQual/Technical/Finance

Tender Value

₹3.8 L

EMD Value

₹9,431

Closing Date

29 May 2026, 11:00 amClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

Executive Engineer, KWA, PH Division, Kasaragod

Work Description

State Plan-State plan proposal-RWSS to Kanhangad (LIC)-WSS to Kanhangad Municipality-Relaying of damaged portion of 150mm CI Pumping main for a length of 200mtrs with 160mm dia PVC 10Kg/cm2 pipe and 150mm GI pipe-Pipeline Work

Tender Information

Tender ID

2026_KWA_852527_1

Reference Number

WRD/KWA-CE(NR)/TR/ 6159/2026_26_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Location

KANHANGAD

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredNIT (.pdf)

RequiredRegistration Certificate (.pdf)

RequiredPAN CARD AND GST REGISTRATION (.pdf)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredEMD AND TENDER FEE (.pdf)

RequiredBANK DETAILS (.pdf)

RequiredBID SUBMISSION CONFIRMATION (.pdf)

Fee & Financial Details

Tender Fee Amount

₹835

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹9,431

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

30 May 2026

Published

22 May 2026

Bid Opening

30 May 2026

Download Starts

22 May 2026

Download Ends

29 May 2026

Submission Starts

22 May 2026

Clarification Period

22 May 2026 - 26 May 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (13 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1APPENDIX A:Working charges
1.001	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.	1	cum	-	-
1.002	100.1.5: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 50 m, in Ordinary Rock.	1	cum	-	-
1.003	OD329078/2025-2026:Providing and fixing GI pipes heavy complete with GI fittings , including cost of pipe and fitting for 150 mm diameter normal bore ,but excluding earthwork	-	metre	-	-
1.004	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	-	-
1.005	18.82.4:Dismantling old C.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks, including stacking of pipes at site lead up to 50 metre:150 mm diameter C.I.pipe	-	metre	-	-
1.006	4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	-	cum	-	-
1.007	4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns	-	sqm	-	-
1.008	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	-	-
1.009	100.98.1008:Engaging Coolie.	-	no	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Bid Opening Summary

finance_1440520.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 • 0.04 MB

NIT Documents

KWAGeneralConditionsforeTenderingV5.pdf

PDF • 0.69 MB

Tendernotice_1.pdf

PDF • 10.92 MB

Work Item Documents

BOQ_1440520.xls

BOQ • 0.31 MB

NIT.pdf

Tender Documents • 10.90 MB

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Company

A ABOOBACKER

Admitted-Fee/PreQual/Technical/Finance

MOHAMMED NISHAM A A

Admitted-Fee/PreQual/Technical/Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1APPENDIX A:Working charges
1.001	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.	1	cum	-	-
1.002	100.1.5: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 50 m, in Ordinary Rock.	1	cum	-	-
1.003	OD329078/2025-2026:Providing and fixing GI pipes heavy complete with GI fittings , including cost of pipe and fitting for 150 mm diameter normal bore ,but excluding earthwork	-	metre	-	-
1.004	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	-	-
1.005	18.82.4:Dismantling old C.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks, including stacking of pipes at site lead up to 50 metre:150 mm diameter C.I.pipe	-	metre	-	-
1.006	4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	-	cum	-	-
1.007	4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns	-	sqm	-	-
1.008	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	-	-
1.009	100.98.1008:Engaging Coolie.	-	no	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1APPENDIX A:Working charges

1.001

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

1.002

100.1.5: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 50 m, in Ordinary Rock.

cum

1.003

OD329078/2025-2026:Providing and fixing GI pipes heavy complete with GI fittings , including cost of pipe and fitting for 150 mm diameter normal bore ,but excluding earthwork

metre

1.004

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

1.005

18.82.4:Dismantling old C.I. pipes including excavation and refilling trenches after taking out the pipes, breaking lead caulked joints, melting of lead and making into blocks, including stacking of pipes at site lead up to 50 metre:150 mm diameter C.I.pipe

metre

1.006

4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

cum

1.007

4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

sqm

1.008

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

1.009

100.98.1008:Engaging Coolie.