Tender ID

Kerala

Active

Works

Civil Works - Water Works

State Plan 2026-27- UWSS to Koothattukulam dedicated feeder line

Kerala Water Authority

Koothattukulam Municipality | Ernakulam, Kerala

Amount: ₹6.5 LCloses: 20 Nov 20266d left

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Timeline

Published11 Nov 2026
Closes20 Nov 2026
Bid Opening21 Nov 2026

Tender Value

₹6.5 L

EMD Value

₹16,319

Closing Date

20 Nov 2026, 3:00 pm6d left

Tender Inviting Organisation

Name

Executive Engineer

Address

Executive Engineer PH Division Muvattupuzha

Work Description

State Plan 2026-27- UWSS to Koothattukulam Providing 90mm PVC (10kg/cm2) dedicated feeder line to Govt. Hospital Koothattukulam including laying PVC pipe across MC road through HDD method and allied works- Pipeline Work

Tender Information

Tender ID

2026_KWA_887792_1

Reference Number

37/2026-27/EE/PHDN/MVPA

Tender Type

Open Tender

Product Category

Civil Works - Water Works

Form of Contract

Item Rate

Location

Koothattukulam Municipality

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)

RequiredNonrelationshipcertificate (.pdf)

RequiredCopy of GST ,PAN certificatesand Bank account details (.pdf)

RequiredCirculars and Orders (.pdf)

RequiredDigitallysignedpricebid (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,440

EMD Fee Amount

₹16,319

Important Dates

Last Activity

11 Nov 2026

Published

11 Nov 2026

Bid Opening

21 Nov 2026

Download Starts

11 Nov 2026

Download Ends

20 Nov 2026

Submission Starts

11 Nov 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (16 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1HDD Method
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.	254	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.	12.9	cum	-	-
1.003	15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)	3	cum	-	-
1.004	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.	144	cum	-	-
1.005	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.	18	cum	-	-
1.006	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.	305	metre	-	-
1.007	OD262910/2025-2026:Supply,Laying and installation of HDPE- 160 mm Dia, PE-100, (PN-8)- IS-14333 pipe by horizontal directional drilling method in all types of soil above/below water table up to 8m depth for Water Supply and pulling the 90mm PVC pipe through the 160mm PE pie laid as directed by Engineer in charge.	30	metre	-	-
1.008	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.	300	metre	-	-
1.009	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	60	metre	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

KWAGeneralConditionsforeTenderingV5.pdf

PDF • 0.69 MB

Tendernotice_1.pdf

PDF • 0.21 MB

Work Item Documents

nit37.pdf

Tender Documents • 0.91 MB

Circularsordersandconditions.pdf

Tender Documents • 13.07 MB

BOQ_1515573.xls

BOQ • 0.24 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1HDD Method
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.	254	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.	12.9	cum	-	-
1.003	15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)	3	cum	-	-
1.004	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.	144	cum	-	-
1.005	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.	18	cum	-	-
1.006	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.	305	metre	-	-
1.007	OD262910/2025-2026:Supply,Laying and installation of HDPE- 160 mm Dia, PE-100, (PN-8)- IS-14333 pipe by horizontal directional drilling method in all types of soil above/below water table up to 8m depth for Water Supply and pulling the 90mm PVC pipe through the 160mm PE pie laid as directed by Engineer in charge.	30	metre	-	-
1.008	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.	300	metre	-	-
1.009	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	60	metre	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1HDD Method

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.

254

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.

12.9

cum

1.003

15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

cum

1.004

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.

144

cum

1.005

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

1.006

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.

305

metre

1.007

OD262910/2025-2026:Supply,Laying and installation of HDPE- 160 mm Dia, PE-100, (PN-8)- IS-14333 pipe by horizontal directional drilling method in all types of soil above/below water table up to 8m depth for Water Supply and pulling the 90mm PVC pipe through the 160mm PE pie laid as directed by Engineer in charge.

metre

1.008

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.

300

metre

1.009

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