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Construction of 8 km 110kV Double Circuit LILO line from 110kV Kizhissery Malappuram feeder(1KIML-1) to the proposed 110kV Substation Vengara.

Kerala State Electricity Board

Vengara, Kilinakkode | Malappuram, Kerala

Amount: ₹6.1 CrCloses: 26 Oct 2026

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Timeline

Published6 Oct 2026
Pre-Bid Meeting15 Oct 2026
Closes26 Oct 2026
Bid Opening27 Oct 2026

Tender Value

₹6.1 Cr

EMD Value

₹2 L

Closing Date

26 Oct 2026, 4:00 pm

Tender Inviting Organisation

Name

Deputy Chief Engineer

Address

Office of the Deputy Chief Engineer,Transmission Circle,Malappuram

Work Description

Construction of 8 km 110kV Double Circuit LILO line from 110kV Kizhissery Malappuram feeder(1KIML-1) to the proposed 110kV Substation Vengara.

Tender Information

Tender ID

2026_KSEB_876275_1

Reference Number

TRCM/04/2026-27/05.10.2026

Tender Type

Open Tender

Product Category

Electrical Works

Form of Contract

Item Rate

Period of Work

540 days

Location

Vengara, Kilinakkode

Source Website

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Eligibility / Pre-Qualification

As per PQ Bid

Documents Required

4 documents required · 4 mandatory

Fee

RequiredTender cost,EMD remitted,Bid security,Bounden Agreement. (.pdf)

PreQual/Technical

RequiredTechnical bid consists of GTP and Technical specifications etc. (.pdf)

RequiredFinancial Capability,Experience and PerformanceCertificates,Conditions of Contract,GST Registration. (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹11,800

EMD Fee Amount

₹2 L

Pre-Bid Meeting

Meeting Place

Transmission Circle,Malappuram

Important Dates

Last Activity

6 Oct 2026

Published

6 Oct 2026

Bid Opening

27 Oct 2026

Download Starts

6 Oct 2026

Download Ends

26 Oct 2026

Submission Starts

6 Oct 2026

Clarification Period

6 Oct 2026 - 15 Oct 2026

Pre-Bid Meeting

15 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (86 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Conducting Check Survey,setting out tower positions on ground, pit marking, all confirming to the approved profile and tower schedule using Digital Theodolites/Total Station etc.as directedby Board staff	39	no	-	-
2	Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared	2,600	sqm	-	-
3	Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.	6,100	sqm	-	-
4	Formation of temporary access road of 3 m width, wherever required, for transportation of materials to tower foundation, tower erection, and line stringing sites	2,600	m	-	-
5	Providing weep holes using 75mm dia. PVC pipesworking pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.	215	m	-	-
6	Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil	1,660	cum	-	-
7	Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)	1,705	cum	-	-
8	Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing	850	sqm	-	-
9	Filling available excavated earth (excludingrock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.	4,840	cum	-	-
10	Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5m as per direction of site Engineer-incharge	870	cum	-	-

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 • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.39 MB

Work Item Documents

PQBidVengaraline.pdf

Tender Documents • 2.14 MB

Techspech.pdf

Tender Documents • 0.64 MB

BOQ_1488957.xls

BOQ • 0.36 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Conducting Check Survey,setting out tower positions on ground, pit marking, all confirming to the approved profile and tower schedule using Digital Theodolites/Total Station etc.as directedby Board staff

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared

2,600

sqm

Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.

6,100

sqm

Formation of temporary access road of 3 m width, wherever required, for transportation of materials to tower foundation, tower erection, and line stringing sites

2,600

Providing weep holes using 75mm dia. PVC pipesworking pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.

215

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

1,660

cum

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)

1,705

cum

Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing

850

sqm

Filling available excavated earth (excludingrock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.

4,840

cum

Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5m as per direction of site Engineer-incharge

870

cum