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SITC of 10 mtr Minimast light 6 nos 180W LED Flood Lights infront of Muthalakkadavu Sringeri Madam , ward 11 Kalady Grama Panchayath Angamali Block Panchayath under MPLADS 2025-26 of Sri Benny Behannan MP

Kerala Electrical and Allied Engineering Co. Ltd

KEL EDARIKODE | Malappuram, Kerala

Amount: ₹4.1 LCloses: 16 Oct 20265 Oct 20262d left

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Timeline

Published28 Sept 2026
Closes16 Oct 20265 Oct 2026
Bid Opening17 Oct 20266 Oct 2026

Corrigenda

Corrigendum

3 updatesLatest on 14 Oct 2026Submission Ends:5 Oct 202616 Oct 2026

Date changes

Download Ends5 Oct 202616 Oct 2026Clarification Ends5 Oct 202616 Oct 2026Submission Ends5 Oct 202616 Oct 2026Bid Opening6 Oct 202617 Oct 2026

Tender Value

₹4.1 L

EMD Value

₹10,180

Closing Date

16 Oct 2026, 1:00 pm2d left

Tender Inviting Organisation

Name

UNIT HEAD

Address

KEL EDARIKODE

Work Description

SITC of 10 mtr Minimast light 6 nos 180W LED Flood Lights infront of Muthalakkadavu Sringeri Madam , ward 11 Kalady Grama Panchayath Angamali Block Panchayath under MPLADS 2025-26 of Sri Benny Behannan MP

Tender Information

Tender ID

2026_KEL_874115_1

Reference Number

KEL/ KEMG/141/2026-27

Tender Type

Open Tender

Product Category

Electrical Works

Form of Contract

Item Rate

Location

KEL EDARIKODE

Source Website

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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

₹961

EMD Fee Amount

₹10,180

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

16 Oct 2026

Published

28 Sept 2026

Bid Opening

17 Oct 2026

Download Starts

28 Sept 2026

Download Ends

16 Oct 2026

Submission Starts

28 Sept 2026

Clarification Period

28 Sept 2026 - 16 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (31 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1CIVIL WORKS
1.001	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	2.73	cum	-	-
1.002	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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)	0.21	cum	-	-
1.003	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	5.34	sqm	-	-
1.004	5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more	98.48	kilogram	-	-
1.005	5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)	1.24	cum	-	-
1.006	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.	1.48	cum	-	-
2Electrical Work
2.001	90.15.2.2:Supply installation testing and commissioning of High Mast using Octogaonal Pole made single/two sections of hot dip galvanised GI sheet 70mm top diameter, 130mm bottom diameter thickness 3mm base plate dimensions of 200x200x16 mm suitable for wind speed as per IS 875 Part III with head frame assembly two point suspension system with steel wire rope 5mm dia double drum winching system w and including round arm galvanized luminary carriage suitable to install 6/8 nos luminaries in symmetrical arrangement control gear box and lighting spikes with single phase operation power tool installed inside the base compartment including connector foundation bolt 4 nos fixed in existing RCC foundation and junction box etc, complete 10 Meters	1	each	-	-
2.002	90.15.4.10:Supply Conveyance, installation, testing and commissioning of 180W LED Flood light output greater than 105lumen/W 4000-6000 K with IP 66 protection LED Chip make Cree/Lumilled/Nichea with power factor greater than 0.95 at full load, internal surge protection up to 8 KV,and Aluminium pressure die-cast Powder coated housing, acrylic cover complete with THD less than 10%, power factor greater than 0.98, RoHS compliant, duly wired up for use on 230 V AC supply. Driver compartment should be seperatly accessible for maintenance (LM 79&80 certificates from NABL accredited Third party lab to be produced mentioning chip manufacturer)	6	each	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.75 MB

Tendernotice_2.pdf

PDF • 5.13 MB

Work Item Documents

BOQ_1483132.xls

BOQ • 0.32 MB

Corrigendum Documents

due_date_extension.pdf

PDF • 0.17 MB

due_date_extension.pdf

PDF • 0.17 MB

due_date_extension.pdf

PDF • 0.17 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1CIVIL WORKS
1.001	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	2.73	cum	-	-
1.002	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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)	0.21	cum	-	-
1.003	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	5.34	sqm	-	-
1.004	5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more	98.48	kilogram	-	-
1.005	5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)	1.24	cum	-	-
1.006	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.	1.48	cum	-	-
2Electrical Work
2.001	90.15.2.2:Supply installation testing and commissioning of High Mast using Octogaonal Pole made single/two sections of hot dip galvanised GI sheet 70mm top diameter, 130mm bottom diameter thickness 3mm base plate dimensions of 200x200x16 mm suitable for wind speed as per IS 875 Part III with head frame assembly two point suspension system with steel wire rope 5mm dia double drum winching system w and including round arm galvanized luminary carriage suitable to install 6/8 nos luminaries in symmetrical arrangement control gear box and lighting spikes with single phase operation power tool installed inside the base compartment including connector foundation bolt 4 nos fixed in existing RCC foundation and junction box etc, complete 10 Meters	1	each	-	-
2.002	90.15.4.10:Supply Conveyance, installation, testing and commissioning of 180W LED Flood light output greater than 105lumen/W 4000-6000 K with IP 66 protection LED Chip make Cree/Lumilled/Nichea with power factor greater than 0.95 at full load, internal surge protection up to 8 KV,and Aluminium pressure die-cast Powder coated housing, acrylic cover complete with THD less than 10%, power factor greater than 0.98, RoHS compliant, duly wired up for use on 230 V AC supply. Driver compartment should be seperatly accessible for maintenance (LM 79&80 certificates from NABL accredited Third party lab to be produced mentioning chip manufacturer)	6	each	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1CIVIL WORKS

1.001

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

2.73

cum

1.002

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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

0.21

cum

1.003

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

5.34

sqm

1.004

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

98.48

kilogram

1.005

5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)

1.24

cum

1.006

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.

1.48

cum

2Electrical Work

2.001

90.15.2.2:Supply installation testing and commissioning of High Mast using Octogaonal Pole made single/two sections of hot dip galvanised GI sheet 70mm top diameter, 130mm bottom diameter thickness 3mm base plate dimensions of 200x200x16 mm suitable for wind speed as per IS 875 Part III with head frame assembly two point suspension system with steel wire rope 5mm dia double drum winching system w and including round arm galvanized luminary carriage suitable to install 6/8 nos luminaries in symmetrical arrangement control gear box and lighting spikes with single phase operation power tool installed inside the base compartment including connector foundation bolt 4 nos fixed in existing RCC foundation and junction box etc, complete 10 Meters

each

2.002

90.15.4.10:Supply Conveyance, installation, testing and commissioning of 180W LED Flood light output greater than 105lumen/W 4000-6000 K with IP 66 protection LED Chip make Cree/Lumilled/Nichea with power factor greater than 0.95 at full load, internal surge protection up to 8 KV,and Aluminium pressure die-cast Powder coated housing, acrylic cover complete with THD less than 10%, power factor greater than 0.98, RoHS compliant, duly wired up for use on 230 V AC supply. Driver compartment should be seperatly accessible for maintenance (LM 79&80 certificates from NABL accredited Third party lab to be produced mentioning chip manufacturer)

each