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State Plan-2026-2027-NRDWP-WSS to Velliyamattom-Replacing damaged 110 mm ,90 mm, 63 mm PVC pipes at Elamdesom company road-Pipeline Work

Kerala Water Authority

Elamdesom | Idukki, Kerala

Amount: ₹10.0 LCloses: 13 Oct 2026Due tomorrow

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Timeline

Published5 Oct 2026
Closes13 Oct 2026
Bid Opening15 Oct 2026

Tender Value

₹10.0 L

EMD Value

₹25,118

Closing Date

13 Oct 2026, 4:00 pmDue tomorrow

Tender Inviting Organisation

Name

Executive Engineer

Address

Executive Engineer PH Division Thodupuzha

Work Description

State Plan-2026-2027-NRDWP-WSS to Velliyamattom-Replacing damaged 110 mm ,90 mm, 63 mm PVC pipes at Elamdesom company road-Pipeline Work

Tender Information

Tender ID

2026_KWA_876349_1

Reference Number

WRD/KWA-CE(CR)/15043/2026_26

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Period of Work

180 days

Location

Elamdesom

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 remittence (.pdf)

RequiredBid submission letter as per item no-1 Part-VI (.pdf)

RequiredIntegrity pact certificate (.pdf)

RequiredPreliminary agreement (.pdf)

RequiredAffidavit (.pdf)

RequiredBid documents with NIT (.pdf)

RequiredBid submission fee remittence (.pdf)

RequiredBOQ (.xls)

RequiredBidder valid registration certificate (.pdf)

RequiredGST Document (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,760

EMD Fee Amount

₹25,118

Important Dates

Last Activity

5 Oct 2026

Published

5 Oct 2026

Bid Opening

15 Oct 2026

Download Starts

5 Oct 2026

Download Ends

13 Oct 2026

Submission Starts

5 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (26 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.	211.74	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.	127.04	cum	-	-
1.003	100.2.7: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 Medium Rock where Blasting is Prohibited.	84.7	cum	-	-
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.	420	metre	-	-
1.005	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.	120	metre	-	-
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.	426	metre	-	-
1.007	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.	228	metre	-	-
1.008	OD72102/2026-2027:Shifting the Service connections to the newly laid PVC / GI / DI pipe lines using specials supplied by the contractor including required length of 20mm pvc pipe, appropriate size of saddle, 15mm stop cock, labour etc. complete as per the direction of department engineers.	28	no	-	-
1.009	OD72101/2026-2027:Inter connecting newly laid line with various size GI/PVC distribution line distribution line using saddle/tee and other specials supplied by the contractor required without causing any damages to pipe including lighting, watching etc. complete.	6	job	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

KWAGeneralConditionsforeTenderingV5.pdf

PDF • 0.69 MB

Tendernotice_1.pdf

PDF • 0.04 MB

Tendernotice_2.pdf

PDF • 1.57 MB

Work Item Documents

BOQ_1488768.xls

BOQ • 0.32 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.	211.74	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.	127.04	cum	-	-
1.003	100.2.7: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 Medium Rock where Blasting is Prohibited.	84.7	cum	-	-
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.	420	metre	-	-
1.005	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.	120	metre	-	-
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.	426	metre	-	-
1.007	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.	228	metre	-	-
1.008	OD72102/2026-2027:Shifting the Service connections to the newly laid PVC / GI / DI pipe lines using specials supplied by the contractor including required length of 20mm pvc pipe, appropriate size of saddle, 15mm stop cock, labour etc. complete as per the direction of department engineers.	28	no	-	-
1.009	OD72101/2026-2027:Inter connecting newly laid line with various size GI/PVC distribution line distribution line using saddle/tee and other specials supplied by the contractor required without causing any damages to pipe including lighting, watching etc. complete.	6	job	-	-

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.

211.74

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.

127.04

cum

1.003

100.2.7: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 Medium Rock where Blasting is Prohibited.

84.7

cum

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.

420

metre

1.005

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.

120

metre

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.

426

metre

1.007

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.

228

metre

1.008

OD72102/2026-2027:Shifting the Service connections to the newly laid PVC / GI / DI pipe lines using specials supplied by the contractor including required length of 20mm pvc pipe, appropriate size of saddle, 15mm stop cock, labour etc. complete as per the direction of department engineers.

1.009

OD72101/2026-2027:Inter connecting newly laid line with various size GI/PVC distribution line distribution line using saddle/tee and other specials supplied by the contractor required without causing any damages to pipe including lighting, watching etc. complete.

job