Kerala

Cancelled

Works

Civil Works - Water Works

StatePlan Paingottoor

Kerala Water Authority

PaingottoorPanchayath | Ernakulam, Kerala

Amount: ₹5.0 LCloses: 18 May 2026Closed

Timeline

Published11 May 2026
Closed18 May 2026
Cancelled22 May 2026

Cancellation Details

Cancellation of Tender

Tender CancellationDigitallysignedtendercancellationReason: No Bids receivedDocument: cancelled_1.pdf

Published 22 May 2026

Tender Value

₹5.0 L

EMD Value

₹12,607

Closing Date

18 May 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

ExecutiveEngineer

Address

PH Division Muvattupuzha

Work Description

State PlanState Plan 202526 RWSS to Paingottoorpipe line replacement of existing damaged GI pipe of Providing water supply arrangement at various ward of Paingottoor PanchayathPipeline work

Tender Information

Tender ID

2026_KWA_849963_1

Reference Number

RE-2/2025-26/EE/PHDN/MVPA

Tender Type

Open Tender

Product Category

Civil Works - Water Works

Form of Contract

Item Rate

Period of Work

90 days

Location

PaingottoorPanchayath

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredDigitallysigned8384specialcondition (.pdf)

RequiredDigitallysignedPreliminaryagreement (.pdf)

RequiredDigitallysignedlisence (.pdf)

RequiredDigitally signedNonrelationshipcertificate (.pdf)

RequiredDigitallysignedpricebid (.xls)

RequiredDigitallysignedcircularsandorders (.pdf)

RequiredDigitallysignedPANcertificatesand BankAccountdetails (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,115

EMD Fee Amount

₹12,607

Important Dates

Last Activity

22 May 2026

Published

11 May 2026

Bid Opening

19 May 2026

Download Starts

11 May 2026

Download Ends

18 May 2026

Submission Starts

11 May 2026

Clarification Period

11 May 2026 - 18 May 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (20 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1WORKING CHARGE
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	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	-	-
1.004	100.9.6: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): 63 mm nominal outside diameter pipes.	-	metre	-	-
1.005	100.9.7: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): 75 mm nominal outside diameter pipes.	-	metre	-	-
1.006	18.12.6:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work50 mm dia nominal bore	-	metre	-	-
1.007	18.12.7:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work65 mm dia nominal bore	-	metre	-	-
1.008	18.12.8:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work80 mm dia nominal bore	-	metre	-	-
1.009	4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns	-	sqm	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.11 MB

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 • 0.29 MB

Work Item Documents

NIT.pdf

Tender Documents • 0.92 MB

Circularsorders.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1WORKING CHARGE
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	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	-	-
1.004	100.9.6: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): 63 mm nominal outside diameter pipes.	-	metre	-	-
1.005	100.9.7: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): 75 mm nominal outside diameter pipes.	-	metre	-	-
1.006	18.12.6:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work50 mm dia nominal bore	-	metre	-	-
1.007	18.12.7:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work65 mm dia nominal bore	-	metre	-	-
1.008	18.12.8:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work80 mm dia nominal bore	-	metre	-	-
1.009	4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns	-	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1WORKING CHARGE

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

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

1.004

100.9.6: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): 63 mm nominal outside diameter pipes.

metre

1.005

100.9.7: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): 75 mm nominal outside diameter pipes.

metre

1.006

18.12.6:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work50 mm dia nominal bore

metre

1.007

18.12.7:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work65 mm dia nominal bore

metre

1.008

18.12.8:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work80 mm dia nominal bore

metre

1.009

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

sqm