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Poonthrakkavu Devaswom - Aymanam Sub Group -Kottayam Group-Construction Of Driveway At The Eastern Side Entrance Of The Temple Premises And Allied Works

Travancore Devaswom Board

aymanam | Kottayam, Kerala

Amount: ₹3.4 LCloses: 21 May 202620 May 2026Closed

Timeline

Published16 May 2026
Closed21 May 2026
Technical Evaluation—
Award—

Bids

2 Bids21 May 2026

#	Company	Status
1	Aji Joseph Admitted-Fee/PreQual/Technical/Finance	Admitted-Fee/PreQual/Technical/Finance
2	N T SAJIMON Admitted-Fee/PreQual/Technical/Finance	Admitted-Fee/PreQual/Technical/Finance

Corrigenda

Corrigendum

1 updatesLatest on 20 May 2026Submission Ends:20 May 202621 May 2026

Date changes

Download Ends20 May 202621 May 2026Submission Ends20 May 202621 May 2026Bid Opening21 May 202622 May 2026

Tender Value

₹3.4 L

EMD Value

₹8,600

Closing Date

21 May 2026, 11:00 amClosed

Tender Inviting Organisation

Name

Executive Engineer TDB,Kottayam

Address

Office of the Executive Engineer, TDB, Kottayam- 686001

Work Description

Poonthrakkavu Devaswom - Aymanam Sub Group -Kottayam Group-Construction Of Driveway At The Eastern Side Entrance Of The Temple Premises And Allied Works

Tender Information

Tender ID

2026_TDB_851370_1

Reference Number

TDB/EEK/ET-12/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Percentage

Period of Work

30 days

Location

aymanam

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

4 documents required · 4 mandatory

Fee/PreQual/Technical/Finance

RequiredPreliminary Agreement (.pdf)

RequiredContractor License (.pdf)

RequiredGST Registration certificate (.pdf)

RequiredSigned BOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹826

EMD Fee Amount

₹8,600

Important Dates

Last Activity

21 May 2026

Published

16 May 2026

Bid Opening

22 May 2026

Download Starts

16 May 2026

Download Ends

21 May 2026

Submission Starts

16 May 2026

Bill of Quantities

PercentageBoQ_Ver4.0INR

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 (11 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix I- Construction of Drive way Sub base
1.01	Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.	1	M3	-	-
2Appendix II-Construction of Drive Way & Pointing to the Althara
2.01	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)	-	M3	-	-
2.02	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)	-	M3	1	-
2.03	Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc.	-	M2	-	-
2.04	cleaning the old painted surface having algae and other impurity using pressure washer including labour & hire of pump etc. complete	1	M2	-	-
2.05	Floor painting with floor guard paint of approved brand and manufacture of required colour to given an even shade: Two or more coats on new work	-	M2	-	-
2.06	Raking out joints in lime or cement mortar and preparing the surface for repointing or replastering, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge	-	M2	-	-
2.07	12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)	-	M2	1	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Bid Opening Summary

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.76 MB

Work Item Documents

1preagmntformat.pdf

Tender Documents • 0.50 MB

BOQ_1438593.xls

BOQ • 0.30 MB

Corrigendum Documents

et01dateextended.pdf

PDF • 0.72 MB

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Company

Aji Joseph

Admitted-Fee/PreQual/Technical/Finance

N T SAJIMON

Admitted-Fee/PreQual/Technical/Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix I- Construction of Drive way Sub base
1.01	Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.	1	M3	-	-
2Appendix II-Construction of Drive Way & Pointing to the Althara
2.01	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)	-	M3	-	-
2.02	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)	-	M3	1	-
2.03	Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc.	-	M2	-	-
2.04	cleaning the old painted surface having algae and other impurity using pressure washer including labour & hire of pump etc. complete	1	M2	-	-
2.05	Floor painting with floor guard paint of approved brand and manufacture of required colour to given an even shade: Two or more coats on new work	-	M2	-	-
2.06	Raking out joints in lime or cement mortar and preparing the surface for repointing or replastering, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge	-	M2	-	-
2.07	12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)	-	M2	1	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix I- Construction of Drive way Sub base

1.01

Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.

2Appendix II-Construction of Drive Way & Pointing to the Althara

2.01

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)

2.02

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

2.03

Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc.

2.04

cleaning the old painted surface having algae and other impurity using pressure washer including labour & hire of pump etc. complete

2.05

Floor painting with floor guard paint of approved brand and manufacture of required colour to given an even shade: Two or more coats on new work

2.06

Raking out joints in lime or cement mortar and preparing the surface for repointing or replastering, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge

2.07

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