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110kV Substation Thimiri- Developement of Site-Cutting and filling land,Construction of retaining wall and compound wall etc

Kerala State Electricity Board

Thimiri | Kannur, Kerala

Amount: ₹1.2 CrCloses: 1 Oct 20264d left

Timeline

Published19 Sept 2026
Submission Opens22 Sept 2026
Closes1 Oct 2026
Bid Opening7 Oct 2026

Corrigenda

Corrigendum

1 updatesLatest on 25 Sept 2026

Tender Value

₹1.2 Cr

EMD Value

₹50,000

Closing Date

1 Oct 2026, 5:00 pm4d left

Tender Inviting Organisation

Name

Executive Engineer

Address

Office of the Executive Engineer, Transmission Division,Kannur

Work Description

110kV Substation Thimiri- Developement of Site-Cutting and filling land,Construction of retaining wall and compound wall etc

Tender Information

Tender ID

2026_KSEB_871151_1

Reference Number

T-1/TD-KNR/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Percentage

Period of Work

120 days

Location

Thimiri

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical

RequiredScanned copy of EMD and bounden agreement (.pdf)

RequiredScanned copies of bid documents duly signed bid document vol I and II (.pdf)

RequiredScanned copy of financial eligibility documents (.pdf)

RequiredScanned copy of technical eligibilty documents (.pdf)

RequiredScanned copy of Experience Certificates,Aadhar, PAN Bank pass book front page (.pdf)

RequiredAll other scanned certificates/documents/formats mentioned elsewhere in the bid documents (Upload as (.pdf)

Finance

RequiredPrice bid (.xls)

Fee & Financial Details

Tender Fee Amount

₹5,900

EMD Fee Amount

₹50,000

Important Dates

Last Activity

19 Sept 2026

Published

19 Sept 2026

Bid Opening

7 Oct 2026

Download Starts

19 Sept 2026

Download Ends

1 Oct 2026

Submission Starts

22 Sept 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (26 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:5:10 (1cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)	65	cub.m	7,081.72	₹4,60,311.61
2	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work.	25	sq.m	153.87	₹3,846.75
3	Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30cm 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 .	800	cub.m	240.45	₹1,92,361.2
4	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. Ordinary rock.	960	cub.m	483.34	₹4,64,009.47
5	Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers,and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead up to 50 m and lift up to 1.5m:All kinds of soil.	1,760	cub.m	636.01	₹11,19,383.58
6	Cutting and stacking laterite stone in required size and shape including all hire charges of machineries, Labour charges etc.	640	cub.m	1,440	₹9,21,600
7	Modified- Dry Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size for foundation and plinth excluding cost of laterite, including labour charges etc.	540	cub.m	2,925.15	₹15,79,580.51
8	Modified-Dry Laterate masonry with neatly dressed laterate stone of size 40x20x15 cm or nearest size for foundation and plinth including cost of laterite, labour charges etc.	460	cub.m	7,039.18	₹32,38,022.39
9	Modified-Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in CM1:6 for foundation and plinth excluding cost of laterite, including labour charges etc.	30	cub.m	3,429.66	₹1,02,889.77
10	Laterate masonry with neatly dressed laterate stone of size 40x20x15 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.	30	cub.m	7,543.69	₹2,26,310.67

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 • 0.30 MB

Work Item Documents

GENERALCONDITIONSTHIMIRI.pdf

Tender Documents • 1.45 MB

PQBIDTHIMIRI.pdf

Tender Documents • 1.37 MB

SPECIALCONDITIONSREGARDINGEXCAVATION.pdf

Tender Documents • 0.31 MB

BOQ_1476387.xls

BOQ • 0.26 MB

Corrigendum Documents

Corrigendum.pdf

PDF • 0.45 MB

Ready to Participate?

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:5:10 (1cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size)

cub.m

7,081.72

₹4,60,311.61

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work.

sq.m

153.87

₹3,846.75

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30cm 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 .

800

cub.m

240.45

₹1,92,361.2

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. Ordinary rock.

960

cub.m

483.34

₹4,64,009.47

Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers,and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead up to 50 m and lift up to 1.5m:All kinds of soil.

1,760

cub.m

636.01

₹11,19,383.58

Cutting and stacking laterite stone in required size and shape including all hire charges of machineries, Labour charges etc.

640

cub.m

1,440

₹9,21,600

Modified- Dry Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size for foundation and plinth excluding cost of laterite, including labour charges etc.

540

cub.m

2,925.15

₹15,79,580.51

Modified-Dry Laterate masonry with neatly dressed laterate stone of size 40x20x15 cm or nearest size for foundation and plinth including cost of laterite, labour charges etc.

460

cub.m

7,039.18

₹32,38,022.39

Modified-Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in CM1:6 for foundation and plinth excluding cost of laterite, including labour charges etc.

cub.m

3,429.66

₹1,02,889.77

Laterate masonry with neatly dressed laterate stone of size 40x20x15 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.

cub.m

7,543.69

₹2,26,310.67