Tender ID

Kerala

Active

Works

Civil Works - Water Works

DEPOSIT-Irinjalakuda Muncipality - Kattoor Bypass Road Renovation - Utility Shifting work - Supply and Laying of 90mm dia PVC pipe

Kerala Water Authority

Irinjalakuda | Thrissur, Kerala

Amount: ₹16.7 LCloses: 18 Nov 20264d left

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Timeline

Published11 Nov 2026
Closes18 Nov 2026
Bid Opening19 Nov 2026

Tender Value

₹16.7 L

EMD Value

₹41,781

Closing Date

18 Nov 2026, 3:00 pm4d left

Tender Inviting Organisation

Name

Executive Engineer

Address

Executive Engineer, P.H.Division, Irinjalakuda

Work Description

DEPOSIT-Irinjalakuda Muncipality - Kattoor Bypass Road Renovation - Utility Shifting work - Supply and Laying of 90mm dia PVC pipe -Pipeline Work

Tender Information

Tender ID

2026_KWA_888089_1

Reference Number

05/EE/PHD/IJK/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Water Works

Form of Contract

Item Rate

Period of Work

60 days

Location

Irinjalakuda

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

RequiredSigned copy of NIT (.pdf)

RequiredPreliminary agreement worth Rs.200 (.pdf)

RequiredContractors valid license in KWA (.pdf)

RequiredExperience certificate (.pdf)

RequiredGST certificate and PAN card (.pdf)

RequiredMoU of pipes and specials (.pdf)

RequiredBOQ (.xls)

RequiredNon Relationship Certificate (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,760

EMD Fee Amount

₹41,781

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

11 Nov 2026

Published

11 Nov 2026

Bid Opening

19 Nov 2026

Download Starts

11 Nov 2026

Download Ends

18 Nov 2026

Submission Starts

12 Nov 2026

Clarification Period

12 Nov 2026 - 18 Nov 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (9 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Working 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.	928	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.	232	cum	-	-
1.003	15.43.2: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	60	sqm	-	-
1.004	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.	2,320	metre	-	-
1.005	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.	2,320	metre	-	-
1.006	OD69735/2026-2027:Taking connection from the existing line by using PVC/Ms/CI/GI/ Saddle or Tee and specials including cost of saddle / Tee, all labour charges, necessary earth work excavation and refilling, bailing out water, providing fencing and caution boards etc.	6	no	-	-
1.007	OD80308/2026-2027:Towards the charges for house connection shifting of 15mm (1/2 inch) house connection from newly laid PVC / HDPE mains up to 110 mm dia., using 20mm Indian Standard Class6 uPVC pipe and uPVC / GM /specials viz. brass ferrule, GM full way wheel valve, Elbow, MTA, FTA, couplers, PVC 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 0.3mx 0.75m for laying connection pipe , lighting, watching, providing caution boards, traffic control etc. complete including cost of materials, hire for tools, cost of consumables and labour charges, including the but excluding chargesfor cutting the concrete / tarred /bituminous roads etc, and as per the direction of the departmental officers.	10	no	-	-
2Supply of Materials
2.001	100.98.223:Supply of PVC Pipe, 8kg/cm2, 90mm Dia.	2,320	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 • 0.03 MB

NIT Documents

KWAGeneralConditionsforeTenderingV5.pdf

PDF • 0.69 MB

Tendernotice_1.pdf

PDF • 0.75 MB

Work Item Documents

BOQ_1516279.xls

BOQ • 0.30 MB

NIT052026.pdf

Tender Documents • 1.59 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Working 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.	928	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.	232	cum	-	-
1.003	15.43.2: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	60	sqm	-	-
1.004	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.	2,320	metre	-	-
1.005	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.	2,320	metre	-	-
1.006	OD69735/2026-2027:Taking connection from the existing line by using PVC/Ms/CI/GI/ Saddle or Tee and specials including cost of saddle / Tee, all labour charges, necessary earth work excavation and refilling, bailing out water, providing fencing and caution boards etc.	6	no	-	-
1.007	OD80308/2026-2027:Towards the charges for house connection shifting of 15mm (1/2 inch) house connection from newly laid PVC / HDPE mains up to 110 mm dia., using 20mm Indian Standard Class6 uPVC pipe and uPVC / GM /specials viz. brass ferrule, GM full way wheel valve, Elbow, MTA, FTA, couplers, PVC 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 0.3mx 0.75m for laying connection pipe , lighting, watching, providing caution boards, traffic control etc. complete including cost of materials, hire for tools, cost of consumables and labour charges, including the but excluding chargesfor cutting the concrete / tarred /bituminous roads etc, and as per the direction of the departmental officers.	10	no	-	-
2Supply of Materials
2.001	100.98.223:Supply of PVC Pipe, 8kg/cm2, 90mm Dia.	2,320	metre	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Working 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.

928

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.

232

cum

1.003

15.43.2: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

sqm

1.004

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.

2,320

metre

1.005

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.

2,320

metre

1.006

OD69735/2026-2027:Taking connection from the existing line by using PVC/Ms/CI/GI/ Saddle or Tee and specials including cost of saddle / Tee, all labour charges, necessary earth work excavation and refilling, bailing out water, providing fencing and caution boards etc.

1.007

OD80308/2026-2027:Towards the charges for house connection shifting of 15mm (1/2 inch) house connection from newly laid PVC / HDPE mains up to 110 mm dia., using 20mm Indian Standard Class6 uPVC pipe and uPVC / GM /specials viz. brass ferrule, GM full way wheel valve, Elbow, MTA, FTA, couplers, PVC 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 0.3mx 0.75m for laying connection pipe , lighting, watching, providing caution boards, traffic control etc. complete including cost of materials, hire for tools, cost of consumables and labour charges, including the but excluding chargesfor cutting the concrete / tarred /bituminous roads etc, and as per the direction of the departmental officers.

2Supply of Materials

2.001

100.98.223:Supply of PVC Pipe, 8kg/cm2, 90mm Dia.

2,320

metre