Kerala

Active

Works

Civil Works - Water Works

JJM Kannadi balance work

Kerala Water Authority

Kannadi | Palakkad, Kerala

Amount: ₹3.2 CrCloses: 2 Nov 2026

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Timeline

Published17 Oct 2026
Closes2 Nov 2026
Bid Opening3 Nov 2026

Tender Value

₹3.2 Cr

EMD Value

₹1 L

Closing Date

2 Nov 2026, 3:00 pm

Tender Inviting Organisation

Name

Superintending Engineer

Address

Superintending Engineer KWA, PH Circle, Palakkad

Work Description

JJM-Balance pipeline laying work and providing FHTCs in kannadi panchayath-Pipeline work- Pipeline Work

Tender Information

Tender ID

2026_KWA_880899_1

Reference Number

09/26-27/SE/PHC/PKD

Tender Type

Open Tender

Product Category

Civil Works - Water Works

Form of Contract

Item Rate

Period of Work

365 days

Location

Kannadi

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredBid security and fee remittance (.pdf)

RequiredBid submission letter (.pdf)

RequiredRequisition for e-payment (.pdf)

RequiredPreliminary agreement (.pdf)

RequiredAffidavit or undertaking, (.pdf)

RequiredNon relationship, LD, Latest ITR, PAN (.pdf)

RequiredBidder valid registration certificate, (.pdf)

RequiredGST registration certificate (.pdf)

RequiredBid documents with NIT (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹8,270

EMD Fee Amount

₹1 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

17 Oct 2026

Published

17 Oct 2026

Bid Opening

3 Nov 2026

Download Starts

17 Oct 2026

Download Ends

2 Nov 2026

Submission Starts

17 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (29 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1APPENDIX - I - (A)- COST OF MATERIALS
1.001	100.98.213:Supply of PVC Pipe, 6kg/cm2, 90mm Dia.	15,000	metre	-	-
1.002	100.98.448:Supply of CI Air Valve with Flanges, Conforming to IS 14845 - 2000, Kinetic Air Valve Type DS1, Size 40mm	10	no	-	-
1.003	100.98.450:Supply of CI Air Valve with Flanges, Conforming to IS 14845 - 2000, Kinetic Air Valve Type DS1, Size 80mm.	10	no	-	-
1.004	100.98.469:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.0, Size 80mm.	15	no	-	-
1.005	OD311253/2025-2026:90mm PVC specials	15,000	metre	-	-
2APPENDIX -II- (B) - WORKING CHARGES
2.001	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.	6,750	cum	-	-
2.002	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.	750	cum	-	-
2.003	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.	7,000	metre	-	-

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 • 1.76 MB

Tendernotice_2.pdf

PDF • 15.77 MB

Work Item Documents

BOQ_1498277.xls

BOQ • 0.32 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1APPENDIX - I - (A)- COST OF MATERIALS
1.001	100.98.213:Supply of PVC Pipe, 6kg/cm2, 90mm Dia.	15,000	metre	-	-
1.002	100.98.448:Supply of CI Air Valve with Flanges, Conforming to IS 14845 - 2000, Kinetic Air Valve Type DS1, Size 40mm	10	no	-	-
1.003	100.98.450:Supply of CI Air Valve with Flanges, Conforming to IS 14845 - 2000, Kinetic Air Valve Type DS1, Size 80mm.	10	no	-	-
1.004	100.98.469:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.0, Size 80mm.	15	no	-	-
1.005	OD311253/2025-2026:90mm PVC specials	15,000	metre	-	-
2APPENDIX -II- (B) - WORKING CHARGES
2.001	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.	6,750	cum	-	-
2.002	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.	750	cum	-	-
2.003	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.	7,000	metre	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1APPENDIX - I - (A)- COST OF MATERIALS

1.001

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

15,000

metre

1.002

100.98.448:Supply of CI Air Valve with Flanges, Conforming to IS 14845 - 2000, Kinetic Air Valve Type DS1, Size 40mm

1.003

100.98.450:Supply of CI Air Valve with Flanges, Conforming to IS 14845 - 2000, Kinetic Air Valve Type DS1, Size 80mm.

1.004

100.98.469:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.0, Size 80mm.

1.005

OD311253/2025-2026:90mm PVC specials

15,000

metre

2APPENDIX -II- (B) - WORKING CHARGES

2.001

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.

6,750

cum

2.002

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.

750

cum

2.003

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.

7,000

metre