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SITC Of 8 Mtr Minimast with 4 Nos of 150W LED Flood Lights in Panipra junction ,ward 9, Kottappadi Grama Panchayth, Kothamangalam Block under MPLADS 2025 -26 of Sri. Adv. Haris Beeran MP (RS)

Kerala Electrical and Allied Engineering Co. Ltd

KEL EDARIKODE | Malappuram, Kerala

Amount: ₹1.6 LCloses: 29 Sept 20262d left

Timeline

Published22 Sept 2026
Closes29 Sept 2026
Bid Opening30 Sept 2026

Tender Value

₹1.6 L

EMD Value

₹4,078

Closing Date

29 Sept 2026, 4:15 pm2d left

Tender Inviting Organisation

Name

UNIT HEAD

Address

KEL EDARIKODE

Work Description

SITC Of 8 Mtr Minimast with 4 Nos of 150W LED Flood Lights in Panipra junction ,ward 9, Kottappadi Grama Panchayth, Kothamangalam Block under MPLADS 2025 -26 of Sri. Adv. Haris Beeran MP (RS)

Tender Information

Tender ID

2026_KEL_871850_1

Reference Number

KEL/ KEMG/134/2026-27

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

₹590

EMD Fee Amount

₹4,078

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

22 Sept 2026

Published

22 Sept 2026

Bid Opening

30 Sept 2026

Download Starts

22 Sept 2026

Download Ends

29 Sept 2026

Submission Starts

22 Sept 2026

Clarification Period

22 Sept 2026 - 29 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (29 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1CIVIL
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	1.4	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)	0.1	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	3.64	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	27.97	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)	0.52	cum	-	-
1.006	13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)	0.96	sqm	-	-
1.007	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.	0.87	cum	-	-
2Electrical
2.001	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	1	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 • 4.80 MB

Work Item Documents

BOQ_1478221.xls

BOQ • 0.32 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1CIVIL
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	1.4	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)	0.1	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	3.64	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	27.97	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)	0.52	cum	-	-
1.006	13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)	0.96	sqm	-	-
1.007	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.	0.87	cum	-	-
2Electrical
2.001	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	1	each	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1CIVIL

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

1.4

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)

0.1

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

3.64

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

27.97

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)

0.52

cum

1.006

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

0.96

sqm

1.007

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.

0.87

cum

2Electrical

2.001

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