Kerala

To Be Opened

Works

Civil Works - Roads

Annual Plan Mattathur GP 26-27 KIZHAKKE KODALI NEERATTUKUZHI ROAD NAVEEKARANAM Pro No 204/26-27

Local Self Government Department

MATTATHUR | Thrissur, Kerala

Amount: ₹2.1 LCloses: 26 Sept 2026Closed

Timeline

Published19 Sept 2026
Closed26 Sept 2026
Bid Opening28 Sept 2026

Tender Value

₹2.1 L

EMD Value

₹5,288

Closing Date

26 Sept 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

DIVYA GOPINATHAN ASSISTANT ENGINEER MATTATHUR GP

Work Description

KIZHAKKE KODALI NEERATTUKUZHI ROAD NAVEEKARANAM

Tender Information

Tender ID

2026_LSGD_870895_19

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

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹5,288

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 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD WORK
1.001	3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	30.04	cum	-	-
1.002	OD145279/2026-2027: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.	10.01	cum	-	-
1.003	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)	20.03	cum	-	-
1.004	OD145280/2026-2027:Supplying and fixing MS Name board with 1.20 m legth post from ground level, having board dimension 80x 45 cm lettering done with black enamel paint on yellow back ground, including the cost of all materials, labour and conveyance charges etc complete.	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

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Tendernotice_3.pdf

PDF • 0.24 MB

Work Item Documents

PRELM.pdf

Tender Documents • 0.25 MB

viewsbd.pdf

Tender Documents • 1.69 MB

FORMT.pdf

Tender Documents • 0.24 MB

AFFD.pdf

Tender Documents • 0.23 MB

BOQ_1477061.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD WORK
1.001	3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	30.04	cum	-	-
1.002	OD145279/2026-2027: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.	10.01	cum	-	-
1.003	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)	20.03	cum	-	-
1.004	OD145280/2026-2027:Supplying and fixing MS Name board with 1.20 m legth post from ground level, having board dimension 80x 45 cm lettering done with black enamel paint on yellow back ground, including the cost of all materials, labour and conveyance charges etc complete.	1	each	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1ROAD WORK

1.001

3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

30.04

cum

1.002

OD145279/2026-2027: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.

10.01

cum

1.003

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)

20.03

cum

1.004

OD145280/2026-2027:Supplying and fixing MS Name board with 1.20 m legth post from ground level, having board dimension 80x 45 cm lettering done with black enamel paint on yellow back ground, including the cost of all materials, labour and conveyance charges etc complete.

each