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Thuravur Devaswom- Vaikom Group- West side road forming roadway by interlocking paver block - Laying Interlock

Travancore Devaswom Board

Vaikom-Thuravoor | Kottayam, Kerala

Amount: Refer DocsCloses: 12 Oct 20262d left

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Timeline

Published9 Oct 2026
Closes12 Oct 2026
Bid Opening13 Oct 2026

Tender Value

Refer Docs

EMD Value

₹29,900

Closing Date

12 Oct 2026, 3:00 pm2d left

Tender Inviting Organisation

Name

The Executive Engineer TDB,Kottayam

Address

Office of the Executive Engineer, TDB, Kottayam- 686001

Work Description

Thuravur Devaswom- Vaikom Group- West side road forming roadway by interlocking paver block - Laying Interlock

Tender Information

Tender ID

2026_TDB_877943_1

Reference Number

TDB/EEK/ET-66/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Period of Work

30 days

Location

Vaikom-Thuravoor

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

RequiredDuly filled and signed copy of Form of Tender as per Item No.1, Part VI of bid document. (.pdf)

RequiredDuly filled and signed copy of preliminary agreement as per Item No.2, Part VI (.pdf)

RequiredDuly filled and signed copy of Integrity pact certificate as per item no-3 Part VI (.pdf)

RequiredAffidavit duly filled and signed as per item no 4 Part V (.pdf)

RequiredDuly filled and signed copy of requisition for e-payment as per Item No.6, Part VI of bid document (.pdf)

RequiredSelf attested copy of the bidders valid registration certificate, PAN card and GST Reg. Certificate (.pdf)

RequiredDownloaded SBD With NIT and contract data (.pdf)

Finance

RequiredQuoted BOQ (Tender Schedule) (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,950

EMD Fee Amount

₹29,900

Important Dates

Last Activity

9 Oct 2026

Published

9 Oct 2026

Bid Opening

13 Oct 2026

Download Starts

9 Oct 2026

Download Ends

12 Oct 2026

Submission Starts

9 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (3 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1LAYING INTERLOCK
1.001	4.2.A.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-III -For lower sub-base - Mix in Place Method	71.5	cum	-	-
1.002	55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.	715	sqm	-	-
2Side Protection
2.001	4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	8.46	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.13 MB

Work Item Documents

IntegrityPact.pdf

Tender Documents • 0.05 MB

PA.pdf

Tender Documents • 0.22 MB

Affidavit.pdf

Tender Documents • 0.06 MB

formoftender.pdf

Tender Documents • 0.19 MB

epaymentnew.pdf

Tender Documents • 0.16 MB

et66cdata.pdf

Tender Documents • 0.10 MB

ET66SBD.pdf

Tender Documents • 1.05 MB

BOQ_1492065.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1LAYING INTERLOCK
1.001	4.2.A.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-III -For lower sub-base - Mix in Place Method	71.5	cum	-	-
1.002	55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.	715	sqm	-	-
2Side Protection
2.001	4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	8.46	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1LAYING INTERLOCK

1.001

4.2.A.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-III -For lower sub-base - Mix in Place Method

71.5

cum

1.002

55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.

715

sqm

2Side Protection

2.001

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

8.46

cum