Kerala

Active

Works

Electrical Works

SITC of 7 Nos. of 8 Mtr Minimast Lights with 6 Nos. 150W LED Lights at Various in Grama Panchayaths in Kalpetta LAC under MLAADF 2025 26 of Sri. Adv. T Siddique MLA

Kerala Electrical and Allied Engineering Co. Ltd

KEL EDARIKODE | Malappuram, Kerala

Amount: Refer DocsCloses: 2 Oct 20265d left

Timeline

Published25 Sept 2026
Closes2 Oct 2026
Bid Opening3 Oct 2026

Tender Value

Refer Docs

EMD Value

₹17,981

Closing Date

2 Oct 2026, 3:00 pm5d left

Tender Inviting Organisation

Name

UNIT HEAD

Address

KEL EDARIKODE

Work Description

SITC of 7 Nos. of 8 Mtr Minimast Lights with 6 Nos. 150W LED Lights at Various in Grama Panchayaths in Kalpetta LAC under MLAADF 2025 26 of Sri. Adv. T Siddique MLA

Tender Information

Tender ID

2026_KEL_872920_1

Reference Number

KEL/ KEMG/139/2026-27

Tender Type

Open Tender

Product Category

Electrical Works

Form of Contract

Item Rate

Period of Work

120 days

Location

KEL EDARIKODE

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical

RequiredNIT (.pdf)

RequiredEmpanelment certificate of KEL (.pdf)

RequiredRegistration certificates (.pdf)

RequiredExperience certificates (.pdf)

RequiredAnnexures (.pdf)

RequiredCompliance Statement (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,697

EMD Fee Amount

₹17,981

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

25 Sept 2026

Published

25 Sept 2026

Bid Opening

3 Oct 2026

Download Starts

25 Sept 2026

Download Ends

2 Oct 2026

Submission Starts

25 Sept 2026

Clarification Period

25 Sept 2026 - 2 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (27 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Civil Work
1.01	2.6.1 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil	9.8	cum	-	-
1.02	4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)	0.7	cum	-	-
1.03	5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	25.48	sqm	-	-
1.04	5.22.6 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more	195.8	kg	-	-
1.05	5.1.3 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	4.1	cum	-	-
1.06	13.1.1 12 mm cement plaster of mix: 1:4 (1 cement : 4 fine sand)	6.74	sqm	-	-
1.07	2.25 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	5.43	cum	-	-
2Electrical Work
2.01	90.15.1.1 Supply installation testing and commissioning of Octogaonal Pole made of hot dip galvanised GI sheet 70mm top diameter. 130mm bottom diameter thickness 3mm base plate dimensions of 200x200x16mm suitable for windspeed as per IS 875 Part III fixed head frame including round arm luminary carriage suitable to install 4/6 nos luminaries in symmetrical arrangement including connector foundation bolt 4 nos existing RCC foundation and junction box etc, complete 8 Meters	7	each	-	-

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 • 0.75 MB

Tendernotice_2.pdf

PDF • 3.94 MB

Work Item Documents

BOQ_1480521.xls

BOQ • 0.27 MB

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Civil Work
1.01	2.6.1 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil	9.8	cum	-	-
1.02	4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)	0.7	cum	-	-
1.03	5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	25.48	sqm	-	-
1.04	5.22.6 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more	195.8	kg	-	-
1.05	5.1.3 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	4.1	cum	-	-
1.06	13.1.1 12 mm cement plaster of mix: 1:4 (1 cement : 4 fine sand)	6.74	sqm	-	-
1.07	2.25 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	5.43	cum	-	-
2Electrical Work
2.01	90.15.1.1 Supply installation testing and commissioning of Octogaonal Pole made of hot dip galvanised GI sheet 70mm top diameter. 130mm bottom diameter thickness 3mm base plate dimensions of 200x200x16mm suitable for windspeed as per IS 875 Part III fixed head frame including round arm luminary carriage suitable to install 4/6 nos luminaries in symmetrical arrangement including connector foundation bolt 4 nos existing RCC foundation and junction box etc, complete 8 Meters	7	each	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Civil Work

1.01

2.6.1 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil

9.8

cum

1.02

4.1.8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

0.7

cum

1.03

5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

25.48

sqm

1.04

5.22.6 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more

195.8

1.05

5.1.3 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

4.1

cum

1.06

13.1.1 12 mm cement plaster of mix: 1:4 (1 cement : 4 fine sand)

6.74

sqm

1.07

2.25 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

5.43

cum

2Electrical Work

2.01

90.15.1.1 Supply installation testing and commissioning of Octogaonal Pole made of hot dip galvanised GI sheet 70mm top diameter. 130mm bottom diameter thickness 3mm base plate dimensions of 200x200x16mm suitable for windspeed as per IS 875 Part III fixed head frame including round arm luminary carriage suitable to install 4/6 nos luminaries in symmetrical arrangement including connector foundation bolt 4 nos existing RCC foundation and junction box etc, complete 8 Meters

each