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Civil Works - Water Works

Deposit work 2024-25-Veliyanadu Block Panchayath- Project no 45-Muttar GP laying 90mm PVC line from Puthenpurapadi to KarukakkalamVelamparambu in ward 1

Kerala Water Authority

Muttar ward 1 | Alappuzha, Kerala

Amount: ₹2.2 LCloses: 22 Sept 2026Closed

Timeline

Published15 Sept 2026
Closed22 Sept 2026
Bid Opening23 Sept 2026

Tender Value

₹2.2 L

EMD Value

₹5,609

Closing Date

22 Sept 2026, 1:00 pmClosed

Tender Inviting Organisation

Name

AEE

Address

office of the Assistant Executive Engineer,P H SUBDIVISION,EDATHUA

Work Description

Deposit work 2024-25-Veliyanadu Block Panchayath- Project no 45-Muttar GP laying 90mm PVC line from Puthenpurapadi to KarukakkalamVelamparambu in ward 1

Tender Information

Tender ID

2026_KWA_869917_1

Reference Number

02/AEE/EDVA/2026-27/16121

Tender Type

Open Tender

Product Category

Civil Works - Water Works

Form of Contract

Item Rate

Period of Work

120 days

Location

Muttar ward 1

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

5 documents required · 5 mandatory

Fee/PreQual/Technical/Finance

RequiredScanned and signed copy of preliminary agreement (.pdf)

RequiredScanned and Signed copy of Contractors license ,IT,GST registration certificate (.pdf)

RequiredScanned copy of Proof of Experience. (.pdf)

RequiredDigitally Signed tender documents Form83 84 (.pdf)

RequiredContractors offer (Digitally signed BOQ) (.xls)

Fee & Financial Details

Tender Fee Amount

₹555

EMD Fee Amount

₹5,609

Important Dates

Last Activity

15 Sept 2026

Published

15 Sept 2026

Bid Opening

23 Sept 2026

Download Starts

15 Sept 2026

Download Ends

22 Sept 2026

Submission Starts

15 Sept 2026

Clarification Period

15 Sept 2026 - 19 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (12 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Working charges
1.001	16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.	6	sqm	-	-
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.	126.25	cum	-	-
1.003	100.8.2:Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals.	100	metre	-	-
1.004	100.98.1008:Engaging Coolie.	3	no	-	-
1.005	OD89470/2026-2027:Conveyance of 90 mm PVC Pipes from Section Store to site including hire charges for vehicle, labour charges etc complete as per the direction of Department Officers	1	Job	-	-
1.006	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.	246	metre	-	-
1.007	OD86074/2026-2027:Supplying 90 mm PVC Tee (8 kg/cm2)	1	no	-	-
1.008	OD86075/2026-2027:Supply of 90 mm PVC end cap (8 kg/cm2)	2	no	-	-
1.009	OD81220/2026-2027:Taking interconnection or jointing from the existing 90 - 160 mm PVC/HDPE line with newly laid 90 PVC line with suitable specials such as Tee, Saddle etc., including all earth work excavation	1	1 nos	-	-

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 • 1.43 MB

Tendernotice_2.pdf

PDF • 0.40 MB

Work Item Documents

etendernotice.pdf

Tender Documents • 0.39 MB

NITtender.pdf

Tender Documents • 1.41 MB

BOQ_1473967.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Working charges
1.001	16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.	6	sqm	-	-
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.	126.25	cum	-	-
1.003	100.8.2:Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals.	100	metre	-	-
1.004	100.98.1008:Engaging Coolie.	3	no	-	-
1.005	OD89470/2026-2027:Conveyance of 90 mm PVC Pipes from Section Store to site including hire charges for vehicle, labour charges etc complete as per the direction of Department Officers	1	Job	-	-
1.006	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.	246	metre	-	-
1.007	OD86074/2026-2027:Supplying 90 mm PVC Tee (8 kg/cm2)	1	no	-	-
1.008	OD86075/2026-2027:Supply of 90 mm PVC end cap (8 kg/cm2)	2	no	-	-
1.009	OD81220/2026-2027:Taking interconnection or jointing from the existing 90 - 160 mm PVC/HDPE line with newly laid 90 PVC line with suitable specials such as Tee, Saddle etc., including all earth work excavation	1	1 nos	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Working charges

1.001

16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.

sqm

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.

126.25

cum

1.003

100.8.2:Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals.

100

metre

1.004

100.98.1008:Engaging Coolie.

1.005

OD89470/2026-2027:Conveyance of 90 mm PVC Pipes from Section Store to site including hire charges for vehicle, labour charges etc complete as per the direction of Department Officers

Job

1.006

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.

246

metre

1.007

OD86074/2026-2027:Supplying 90 mm PVC Tee (8 kg/cm2)

1.008

OD86075/2026-2027:Supply of 90 mm PVC end cap (8 kg/cm2)

1.009

OD81220/2026-2027:Taking interconnection or jointing from the existing 90 - 160 mm PVC/HDPE line with newly laid 90 PVC line with suitable specials such as Tee, Saddle etc., including all earth work excavation

1 nos