Kerala

To Be Opened

Works

Civil Works - Roads

Annual Plan-Mattathur GP Proj No. 120/26-27 VASUPURAM AMBALAM KUNJAKKARA ROAD

Local Self Government Department

MATTATHUR | Thrissur, Kerala

Amount: ₹4.2 LCloses: 26 Sept 2026Closed

Timeline

Published19 Sept 2026
Closed26 Sept 2026
Bid Opening28 Sept 2026

Tender Value

₹4.2 L

EMD Value

₹10,580

Closing Date

26 Sept 2026, 4:00 pmClosed

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

DIVYA GOPINATHAN ASSISTANT ENGINEER MATTATHUR GP

Work Description

VASUPURAM AMBALAM KUNJAKKARA ROAD

Tender Information

Tender ID

2026_LSGD_870895_11

Reference Number

ETN5/26.27/AE LIDEW/MTRGP

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

300 days

Location

MATTATHUR

Source Website

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Eligibility / Pre-Qualification

PLEASE REFFER TENDER DOCUMENTS

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSCANNED COPY OF E - PAYMENT FORM (.pdf)

RequiredSCANNED COPY OF INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT (.pdf)

RequiredSCANNED COPY OF FORM OF TENDER (.pdf)

RequiredSBD DOWNLOADED FROM E TENDER WEBSITE (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹935

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹10,580

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

19 Sept 2026

Published

19 Sept 2026

Bid Opening

28 Sept 2026

Download Starts

19 Sept 2026

Download Ends

26 Sept 2026

Submission Starts

19 Sept 2026

Clarification Period

19 Sept 2026 - 26 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (5 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD TILE WORK
1.001	3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	270	sqm	-	-
1.002	4.11.2: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. (ii) Using Gravel mix soil.	27	cum	-	-
1.003	OD169253/2026-2027:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M40 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the officers at site inclusive of all cost & conveyance charges directions of the departmental officers at site inclusive of all cost and coveyance charges etc. complete(Modified Morth 55.23) Supplying and laying interlocking Cement concrete paver block tiles 80 mm or nearest size thickness ,minimum strength M40(conforming to IS 15628:2006, for medium traffic low volume roads) including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock CC paver block tiles in lines and levels as per the directions of the departmental officers at site,incilusive of all cost & conveyance charges etc. complete.(Morth 55.23modified in )	216	sqm	-	-
1.004	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	9.9	cum	-	-
1.005	OD169254/2026-2027:Supplying and fixing MS name board with all fitting charges	1	each	-	-

Documents

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Tender Page Snapshot

details.html

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NIT Documents

Tendernotice_1.pdf

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Tendernotice_2.pdf

PDF • 0.25 MB

Tendernotice_3.pdf

PDF • 0.24 MB

Work Item Documents

PRELM.pdf

Tender Documents • 0.25 MB

viewsbd.pdf

Tender Documents • 1.72 MB

FORMT.pdf

Tender Documents • 0.24 MB

AFFD.pdf

Tender Documents • 0.23 MB

BOQ_1476448.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD TILE WORK
1.001	3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	270	sqm	-	-
1.002	4.11.2: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. (ii) Using Gravel mix soil.	27	cum	-	-
1.003	OD169253/2026-2027:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M40 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the officers at site inclusive of all cost & conveyance charges directions of the departmental officers at site inclusive of all cost and coveyance charges etc. complete(Modified Morth 55.23) Supplying and laying interlocking Cement concrete paver block tiles 80 mm or nearest size thickness ,minimum strength M40(conforming to IS 15628:2006, for medium traffic low volume roads) including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock CC paver block tiles in lines and levels as per the directions of the departmental officers at site,incilusive of all cost & conveyance charges etc. complete.(Morth 55.23modified in )	216	sqm	-	-
1.004	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	9.9	cum	-	-
1.005	OD169254/2026-2027:Supplying and fixing MS name board with all fitting charges	1	each	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1ROAD TILE WORK

1.001

3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

270

sqm

1.002

4.11.2: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. (ii) Using Gravel mix soil.

cum

1.003

OD169253/2026-2027:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M40 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the officers at site inclusive of all cost & conveyance charges directions of the departmental officers at site inclusive of all cost and coveyance charges etc. complete(Modified Morth 55.23) Supplying and laying interlocking Cement concrete paver block tiles 80 mm or nearest size thickness ,minimum strength M40(conforming to IS 15628:2006, for medium traffic low volume roads) including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock CC paver block tiles in lines and levels as per the directions of the departmental officers at site,incilusive of all cost & conveyance charges etc. complete.(Morth 55.23modified in )

216

sqm

1.004

75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)

9.9

cum

1.005

OD169254/2026-2027:Supplying and fixing MS name board with all fitting charges

each