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Civil Works - Water Works

AMRUT 2.0 - 24 x 7 - Chittur Thathamangalam Municipality

Kerala Water Authority

Chittur | Palakkad, Kerala

Amount: ₹6.0 CrCloses: 12 Oct 2026Due tomorrow

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Timeline

Published6 Oct 2026
Pre-Bid Meeting9 Oct 2026
Closes12 Oct 2026
Bid Opening13 Oct 2026

Corrigenda

Corrigendum

1 updatesLatest on 9 Oct 2026

Tender Value

₹6.0 Cr

EMD Value

₹2 L

Closing Date

12 Oct 2026, 3:00 pmDue tomorrow

Tender Inviting Organisation

Name

Superintending Engineer

Address

KWA, PH Circle, Palakkad

Work Description

Providing 24 x 7 Water Supply to Chembakassery and adj Habitations -Pipeline Work -

Tender Information

Tender ID

2026_KWA_876863_1

Reference Number

RT-07/26-27/SE/PHC/PKD

Tender Type

Open Tender

Product Category

Civil Works - Water Works

Form of Contract

Item Rate

Period of Work

365 days

Location

Chittur

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

15 documents required · 15 mandatory

Fee/PreQual/Technical

RequiredBid security and tender fee remittance (.pdf)

RequiredBid submission letter (.pdf)

RequiredExperience certificates (.pdf)

RequiredLD and Non relationship Certificate (.pdf)

RequiredMoU (.pdf)

RequiredPreliminary agreement (.pdf)

RequiredPre-qualification information (Q1 to Q8) (.pdf)

RequiredRequisition for e-payment (bank a/c details) (.pdf)

RequiredAffidavit ( Undertaking) (.pdf)

RequiredBank certificate (Solvency) (.pdf)

RequiredBidder valid registration certificate (.pdf)

RequiredBid documents with NIT (.pdf)

RequiredPQ supporting documents ( GST, ITR, Bar Chart other financial details) (.pdf)

RequiredOther documents (.pdf)

Finance

RequiredBoQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹11,025

EMD Fee Amount

₹2 L

EMD Fee Exemption Allowed

Yes

Pre-Bid Meeting

Meeting Place

KWA, PH Circle, Palakkad

Important Dates

Last Activity

6 Oct 2026

Published

6 Oct 2026

Bid Opening

13 Oct 2026

Download Starts

6 Oct 2026

Download Ends

12 Oct 2026

Submission Starts

6 Oct 2026

Pre-Bid Meeting

9 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (156 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Supply and Laying of New Distribution network in DMA - PVC pipes
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.	5,125	cum	-	-
1.002	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.	2,000	metre	-	-
1.003	100.9.9: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): 110 mm nominal outside diameter pipes.	5,500	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.	2,500	metre	-	-
1.005	100.98.213:Supply of PVC Pipe, 6kg/cm2, 90mm Dia.	2,000	metre	-	-
1.006	100.98.214:Supply of PVC Pipe, 6kg/cm2, 110mm Dia.	5,500	metre	-	-
1.007	100.98.216:Supply of PVC Pipe, 6kg/cm2, 160mm Dia.	2,500	metre	-	-
1.008	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.	4,800	metre	-	-
1.009	OD90642/2026-2027: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	2,400	sqm	-	-

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 • 0.51 MB

Work Item Documents

Tenderdocuments1.pdf

Tender Documents • 3.70 MB

BOQ_1489617.xls

BOQ • 0.39 MB

TEnderdocuments2.pdf

Corrigendum Documents

Corrigendum1.pdf

PDF • 0.52 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Supply and Laying of New Distribution network in DMA - PVC pipes
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.	5,125	cum	-	-
1.002	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.	2,000	metre	-	-
1.003	100.9.9: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): 110 mm nominal outside diameter pipes.	5,500	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.	2,500	metre	-	-
1.005	100.98.213:Supply of PVC Pipe, 6kg/cm2, 90mm Dia.	2,000	metre	-	-
1.006	100.98.214:Supply of PVC Pipe, 6kg/cm2, 110mm Dia.	5,500	metre	-	-
1.007	100.98.216:Supply of PVC Pipe, 6kg/cm2, 160mm Dia.	2,500	metre	-	-
1.008	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.	4,800	metre	-	-
1.009	OD90642/2026-2027: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	2,400	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Supply and Laying of New Distribution network in DMA - PVC pipes

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.

5,125

cum

1.002

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.

2,000

metre

1.003

100.9.9: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): 110 mm nominal outside diameter pipes.

5,500

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.

2,500

metre

1.005

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

2,000

metre

1.006

100.98.214:Supply of PVC Pipe, 6kg/cm2, 110mm Dia.

5,500

metre

1.007

100.98.216:Supply of PVC Pipe, 6kg/cm2, 160mm Dia.

2,500

metre

1.008

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.

4,800

metre

1.009

OD90642/2026-2027: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

2,400

sqm