Kerala

To Be Opened

Works

Civil Works - Roads

MAVELIKKARA MUNICIPALITY Pr.no. 277/26, MAINTENANCE OF SOUTH SIDE OF THERUVILKULAM ROAD WARD 22

Local Self Government Department

MAVELIKKARA MUNCIPALITY | Alappuzha, Kerala

Amount: ₹55,751Closes: 17 Jun 2026Closed

Timeline

Published11 Jun 2026
Closed17 Jun 2026
Bid Opening18 Jun 2026
Award—

Tender Value

₹55,751

EMD Value

₹1,394

Closing Date

17 Jun 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

MAVELIKKARA MUNCIPALITY

Work Description

MAVELIKKARA MUNICIPALITY Pr.no. 277/26, MAINTENANCE OF SOUTH SIDE OF THERUVILKULAM ROAD WARD 22

Tender Information

Tender ID

2026_LSGD_855242_5

Reference Number

E3/02/AE/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

240 days

Location

MAVELIKKARA MUNCIPALITY

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredSBD (.pdf)

RequiredAFFIDAVITE (.pdf)

RequiredPRILIMINARY AGREE (.pdf)

RequiredFOT (.pdf)

RequiredLICENCE GST PAN (.pdf)

RequiredEPAYMENT (.pdf)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹1,394

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

17 Jun 2026

Published

11 Jun 2026

Bid Opening

18 Jun 2026

Download Starts

11 Jun 2026

Download Ends

17 Jun 2026

Submission Starts

11 Jun 2026

Clarification Period

11 Jun 2026 - 17 Jun 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Interlock
1.001	OD548129/2024-2025:Scarifying the existing road surface to a depth of 150 mm and compacting aggregate obtained from scarifying with power roller.	-	1 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. <br>(ii) Using Gravel mix soil.	1	cum	-	-
1.003	OD449605/2025-2026:Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.	-	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)	1	cum	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.01 MB

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.70 MB

Work Item Documents

BOQ_1445657.xls

BOQ • 0.23 MB

intergrity.pdf

Tender Documents • 0.23 MB

form.pdf

Tender Documents • 0.25 MB

sbdtheruvil.pdf

Tender Documents • 1.75 MB

prili.pdf

Tender Documents • 0.25 MB

affidavit.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Interlock
1.001	OD548129/2024-2025:Scarifying the existing road surface to a depth of 150 mm and compacting aggregate obtained from scarifying with power roller.	-	1 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. <br>(ii) Using Gravel mix soil.	1	cum	-	-
1.003	OD449605/2025-2026:Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.	-	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)	1	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Interlock

1.001

OD548129/2024-2025:Scarifying the existing road surface to a depth of 150 mm and compacting aggregate obtained from scarifying with power roller.

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

cum

1.003

OD449605/2025-2026:Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.

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)

cum