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LAC-ADS-(2025-26) - Hon. MLA Sri.M.V.Govindan Master - Taliparamba Constituency - Providing Fire hydrants at various locations in Taliparamba Constituency - Pipeline Work

Kerala Water Authority

Taliparamba | Kannur, Kerala

Amount: Refer DocsCloses: 16 Oct 20265d left

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Timeline

Published8 Oct 2026
Closes16 Oct 2026
Bid Opening17 Oct 2026

Tender Value

Refer Docs

EMD Value

₹27,512

Closing Date

16 Oct 2026, 3:00 pm5d left

Tender Inviting Organisation

Name

ASSISTANT EXECUTIVE ENGINEER

Address

Assistant Executive Engineer, Kerala Water Authority, W.S. Sub division, Taliparamba

Work Description

Providing Fire hydrants at various locations

Tender Information

Tender ID

2026_KWA_877490_1

Reference Number

10/2026-27/AEE/WSSDN/TPBA

Tender Type

Open Tender

Product Category

Civil Works - Water Works

Form of Contract

Item Rate

Period of Work

60 days

Location

Taliparamba

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

5 documents required · 5 mandatory

Fee/PreQual/Technical/Finance

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredFORM 83 (.pdf)

RequiredFORM 84 (.pdf)

RequiredCONTRACTORS LICENSE AND GST CERTIFICATE (.pdf)

RequiredBOQ Schedule (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,760

EMD Fee Amount

₹27,512

Important Dates

Last Activity

8 Oct 2026

Published

8 Oct 2026

Bid Opening

17 Oct 2026

Download Starts

8 Oct 2026

Download Ends

16 Oct 2026

Submission Starts

8 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (59 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Supplying , Laying , Distribution system and providing Fire hydrants-Working 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.	47.2	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.	35.4	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.	35.4	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.	100	metre	-	-
1.005	100.8.2:Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals.	48	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.	200	metre	-	-
1.007	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	33	metre	-	-
1.008	OD80229/2026-2027:Fabricating GI Bends etc for culvert crossing excluding cost of pipes for 80mm GI pipe	32	no	-	-
1.009	OD80235/2026-2027:Cutting 80 mm GI pipe, including all charges etc complete	32	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 • 0.89 MB

Work Item Documents

BOQ_1491139.xls

BOQ • 0.34 MB

form83tender10.pdf

Tender Documents • 0.83 MB

form84tender10.pdf

Tender Documents • 0.41 MB

Orders.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Supplying , Laying , Distribution system and providing Fire hydrants-Working 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.	47.2	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.	35.4	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.	35.4	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.	100	metre	-	-
1.005	100.8.2:Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals.	48	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.	200	metre	-	-
1.007	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	33	metre	-	-
1.008	OD80229/2026-2027:Fabricating GI Bends etc for culvert crossing excluding cost of pipes for 80mm GI pipe	32	no	-	-
1.009	OD80235/2026-2027:Cutting 80 mm GI pipe, including all charges etc complete	32	no	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Supplying , Laying , Distribution system and providing Fire hydrants-Working 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.

47.2

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.

35.4

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.

35.4

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.

100

metre

1.005

100.8.2:Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals.

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.

200

metre

1.007

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

1.008

OD80229/2026-2027:Fabricating GI Bends etc for culvert crossing excluding cost of pipes for 80mm GI pipe

1.009

OD80235/2026-2027:Cutting 80 mm GI pipe, including all charges etc complete