Kerala

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Civil Works - Roads

RENNOVATION OF THEERADESHA ENAVAVU ROAD SECOND STAGE IN MANALUR GP

Local Self Government Department

MANALUR GP | Thrissur, Kerala

Amount: ₹4.2 LCloses: 28 May 2026Closed

Timeline

Published19 May 2026
Closed28 May 2026
Bid Opening30 May 2026

Tender Value

₹4.2 L

EMD Value

₹10,568

Closing Date

28 May 2026, 4:00 pmClosed

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

O/oAsst Engineer LSGD Manalur GP

Work Description

RENNOVATION OF THEERADESHA ENAVAVU ROAD SECOND STAGE IN MANALUR GP

Tender Information

Tender ID

2026_LSGD_845356_10

Reference Number

08/AE/LSGD/MNLR/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

MANALUR GP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredNotice Inviting Tender (.pdf)

RequiredEpayment (.pdf)

RequiredStandard Bid Document (.pdf)

RequiredBid submitted and Bid Security Details (.pdf)

RequiredGST CERTIFICATE (.pdf)

Requiredform of tender (.pdf)

Requiredaffidavit (.pdf)

Requiredpreliminary agreement (.pdf)

RequiredForm of Integrity (.pdf)

RequiredBoQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹935

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹10,568

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

19 May 2026

Published

19 May 2026

Bid Opening

30 May 2026

Download Starts

19 May 2026

Download Ends

28 May 2026

Submission Starts

19 May 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (5 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road concreting
1.001	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.	-	sqm	-	-
1.002	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.	-	cum	-	-
1.003	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. <br>(ii) Using Gravel mix soil.	-	cum	-	-
1.004	75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	1	cum	-	-
1.005	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)	-	cum	-	-

Documents

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Tender Page Snapshot

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NIT Documents

Tendernotice_1.pdf

PDF • 0.52 MB

Work Item Documents

viewsbd.pdf

Tender Documents • 2.24 MB

BOQ_1439296.xls

BOQ • 0.30 MB

nit.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road concreting
1.001	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.	-	sqm	-	-
1.002	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.	-	cum	-	-
1.003	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. <br>(ii) Using Gravel mix soil.	-	cum	-	-
1.004	75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	1	cum	-	-
1.005	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)	-	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road concreting

1.001

3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.

sqm

1.002

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.

cum

1.003

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. <br>(ii) Using Gravel mix soil.

cum

1.004

75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

cum

1.005

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)

cum