Kerala

Technical BO

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Civil Works - Buildings

Construction of Matsyafed Diesel Bunk at Tanur, Malappuram - Civil works

Matsyafed

Tanur Fishing Harbour, Tanur | Malappuram, Kerala

Amount: ₹24.0 LCloses: 2 Jun 2026Closed

Timeline

Published23 May 2026
Closed2 Jun 2026
Technical Evaluation—
Award—

Bids

1 Bid4 Jun 2026

#	Company	Status
1	CLASSIC COLORS AND INTERIORS Admitted-Fee/PreQual/Technical/Finance 3 324 THAIKKATTUKARA P O ALUVA ERNAKULAM 683106 \| ERNAKULAM \| KERALA \| 683106	Admitted-Fee/PreQual/Technical/Finance

Tender Value

₹24.0 L

EMD Value

₹50,000

Closing Date

2 Jun 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Managing Director, Matsyafed

Address

Matsyafed Head Office, Kamaleswaram, Manacaud P.O, Thiruvananthapuram

Work Description

Construction of Matsyafed Diesel Bunk at Tanur Civil works

Tender Information

Tender ID

2026_MFED_852137_1

Reference Number

MFED/39/2024-ENGG

Tender Type

Open Tender

Product Category

Civil Works - Buildings

Form of Contract

Item Rate

Location

Tanur Fishing Harbour, Tanur

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

11 documents required · 11 mandatory

Fee/PreQual/Technical/Finance

RequiredDuly Signed Notice Inviting Tender (.pdf)

RequiredDuly Signed Standard Bid Document (.pdf)

RequiredDuly Filled and Signed Form of Tender (.pdf)

RequiredDuly Filled and Signed Preliminary Agreement (.pdf)

RequiredDuly Filled and Signed Payment Requisition Form (.pdf)

RequiredDuly Filled and Signed Affidavit (.pdf)

RequiredDuly Filled and Signed Integrity Pact Certificate (.pdf)

RequiredSelf Attested Copy of Valid Registration Certificate, Civil from PWD/CPWD/Other Central (.pdf)

RequiredSelf Attested Copy of GST Certificate and PAN Card (.pdf)

RequiredSelf Attested Copy of Engineering/Diploma Personnel Certificate (.pdf)

RequiredPriced Bill of Quantities (BoQ) (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹50,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

4 Jun 2026

Published

23 May 2026

Bid Opening

4 Jun 2026

Download Starts

23 May 2026

Download Ends

2 Jun 2026

Submission Starts

23 May 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (57 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Part A Compound Wall
1.01	2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil	1	cum	-	-
1.02	7.1.1 : 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	cum	-	-
1.03	50.6.1.7 : Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete	-	cum	-	-
1.04	13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)	-	sqm	-	-
1.05	50.10.1 : Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete	0.2	kg	-	-
2Part B Building
2.01	2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil	1	cum	-	-
2.02	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)	-	cum	-	-
2.03	7.1.1 : 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)	-	cum	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Bid Opening Summary

finance_1439848.pdf

PDF

boq_comp_chart.xlsx

xlsx

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 • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.76 MB

Tendernotice_2.pdf

PDF • 0.91 MB

Tendernotice_3.pdf

PDF • 0.26 MB

Tendernotice_4.pdf

PDF • 0.44 MB

Tendernotice_5.pdf

PDF • 0.19 MB

Tendernotice_6.pdf

PDF • 0.26 MB

Tendernotice_7.pdf

PDF • 0.18 MB

Work Item Documents

BOQ_1439848.xls

BOQ • 0.26 MB

Ready to Participate?

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Company

CLASSIC COLORS AND INTERIORS

Admitted-Fee/PreQual/Technical/Finance

3 324 THAIKKATTUKARA P O ALUVA ERNAKULAM 683106 | ERNAKULAM | KERALA | 683106

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Part A Compound Wall
1.01	2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil	1	cum	-	-
1.02	7.1.1 : 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	cum	-	-
1.03	50.6.1.7 : Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete	-	cum	-	-
1.04	13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)	-	sqm	-	-
1.05	50.10.1 : Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete	0.2	kg	-	-
2Part B Building
2.01	2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil	1	cum	-	-
2.02	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)	-	cum	-	-
2.03	7.1.1 : 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)	-	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Part A Compound Wall

1.01

2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

cum

1.02

7.1.1 : 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)

cum

1.03

50.6.1.7 : Solid block masonry using pre cast solid blocks ( Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete

cum

1.04

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

sqm

1.05

50.10.1 : Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete

0.2

2Part B Building

2.01

cum

2.02

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)

cum

2.03

cum