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DEPOSIT-Mace of ARWSS to Kumarakom and Thiruvarppu panchayath-ward 2- SHIFTING EXISTING LINE PIPES AND UTILITIES NEAR SNDP MAHILASAMAJAM ROAD WARD 2 THIRUVARPPU PANCHAYATH.-General Civil Work

Kerala Water Authority

SNDP MAHILASAMAJAM ROAD THIRUVARPPU PANCHAYATH | Kottayam, Kerala

Amount: ₹95,423Closes: 5 Oct 202618 Sept 20266d left

Timeline

Published11 Sept 2026
Closes5 Oct 202618 Sept 2026
Bid Opening7 Oct 202622 Sept 2026

Corrigenda

Corrigendum

2 updatesLatest on 28 Sept 2026Submission Ends:18 Sept 20265 Oct 2026

Date changes

Download Ends18 Sept 20265 Oct 2026Submission Ends18 Sept 20265 Oct 2026Bid Opening22 Sept 20267 Oct 2026

Tender Value

₹95,423

EMD Value

₹2,386

Closing Date

5 Oct 2026, 5:00 pm6d left

Tender Inviting Organisation

Name

Address

PH Sub division Kottayam Kerala Water authority

Work Description

This work includes dismantling and relaying of pipelines along two culverts near Madathil kadavu Mahilasamajam Road. Estimate includes relaying 80mm GI and replacing 75mm pvc pipe 10kg-15m, 90mm pvc pipe 10kg-12m, alteration of connection in 4no.s.

Tender Information

Tender ID

2026_KWA_869153_1

Reference Number

WRD/KWA-CE(SR)/TR/11344/2026

Tender Type

Open Tender

Product Category

Civil Works - Water Works

Form of Contract

Item Rate

Location

SNDP MAHILASAMAJAM ROAD THIRUVARPPU PANCHAYATH

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical/Finance

Requiredcontract licence (.pdf)

RequiredBOQ (.xls)

RequiredPAN (.pdf)

RequiredPreliminary agreement (.pdf)

RequiredSigned copy of SBD (.pdf)

RequiredGST reg. certificate (.pdf)

Fee & Financial Details

Tender Fee Amount

₹555

EMD Fee Amount

₹2,386

Important Dates

Last Activity

5 Oct 2026

Published

11 Sept 2026

Bid Opening

7 Oct 2026

Download Starts

11 Sept 2026

Download Ends

5 Oct 2026

Submission Starts

11 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (17 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1WORKING CHARGES
1.001	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.	10	metre	-	-
1.002	15.59:Dismantling of flexible pavement ( bituminous courses ) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per direction of Engineer-in-charge.	0.5	cum	-	-
1.003	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.	33.6	cum	-	-
1.004	100.98.235:Supply of PVC Pipe, 10kg/cm2, 75mm Dia.	15	metre	-	-
1.005	100.98.236:Supply of PVC Pipe, 10kg/cm2, 90mm Dia.	12	metre	-	-
1.006	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.	15	metre	-	-
1.007	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.	12	metre	-	-
1.008	OD38036/2026-2027:Relaying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 80mm diameter nominal bore.	6	metre	-	-
1.009	OD38080/2026-2027:Interconnection work in 90*90mm pvc line	4	no	-	-

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 • 0.05 MB

Work Item Documents

BOQ_1472291.xls

BOQ • 0.31 MB

NITmahilasamajam.pdf

Tender Documents • 0.03 MB

sbdmahilasamajam.pdf

Tender Documents • 1.86 MB

Corrigendum Documents

CORRIGENDUM2mahilasamajam.pdf

PDF • 0.11 MB

CORRIGENDUM1mahilasamajam.pdf

PDF • 0.11 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1WORKING CHARGES
1.001	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.	10	metre	-	-
1.002	15.59:Dismantling of flexible pavement ( bituminous courses ) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per direction of Engineer-in-charge.	0.5	cum	-	-
1.003	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.	33.6	cum	-	-
1.004	100.98.235:Supply of PVC Pipe, 10kg/cm2, 75mm Dia.	15	metre	-	-
1.005	100.98.236:Supply of PVC Pipe, 10kg/cm2, 90mm Dia.	12	metre	-	-
1.006	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.	15	metre	-	-
1.007	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.	12	metre	-	-
1.008	OD38036/2026-2027:Relaying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 80mm diameter nominal bore.	6	metre	-	-
1.009	OD38080/2026-2027:Interconnection work in 90*90mm pvc line	4	no	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1WORKING CHARGES

1.001

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.

metre

1.002

15.59:Dismantling of flexible pavement ( bituminous courses ) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per direction of Engineer-in-charge.

0.5

cum

1.003

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.

33.6

cum

1.004

100.98.235:Supply of PVC Pipe, 10kg/cm2, 75mm Dia.

metre

1.005

100.98.236:Supply of PVC Pipe, 10kg/cm2, 90mm Dia.

metre

1.006

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

1.007

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.

metre

1.008

OD38036/2026-2027:Relaying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 80mm diameter nominal bore.

metre

1.009

OD38080/2026-2027:Interconnection work in 90*90mm pvc line