Tender ID

Kerala

Technical BO

Works

Civil Works - Roads

Retender-Annual Plan-452/25-26-Unthithodu Palliyattu road Maintenance -General Civil Work

Local Self Government Department

Eloor Municipality | Ernakulam, Kerala

Amount: ₹1.7 LCloses: 29 May 2026Closed

Timeline

Published22 May 2026
Closed29 May 2026
Technical Evaluation—
Award—

Tender Value

₹1.7 L

EMD Value

₹4,236

Closing Date

29 May 2026, 4:00 pmClosed

Tender Inviting Organisation

Name

Assistant Engineer

Address

Eloor Municipality

Work Description

Annual Plan-452/25-26-Unthithodu Palliyattu road Maintenance -General Civil Work

Tender Information

Tender ID

2026_LSGD_834245_2

Reference Number

452/ET/AE/LSGD/ELR/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

240 days

Location

Eloor Municipality

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredCopy of remittance towards bid submission fee and Bid Security. (.pdf)

RequiredSelf attested Copy of the bidders valid registration certificate and Bid Document with NIT (.pdf)

RequiredDuly filled and signed copy of bid submission letter as per item no-1 PartVI of this bid document in (.pdf)

RequiredDuly filled and signed copy of preliminary agreement as per item no-2 Part-VI of this bid document i (.pdf)

RequiredDuly filled and signed copy of Integrity pact certificate as per item no-3 Part-VI of this bid (.pdf)

RequiredDuly filled and signed copy of requisition for e-payment form and Duly filled and signed Affidavit (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹4,236

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

1 Jun 2026

Published

22 May 2026

Bid Opening

1 Jun 2026

Download Starts

22 May 2026

Download Ends

29 May 2026

Submission Starts

22 May 2026

Clarification Period

22 May 2026 - 29 May 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (3 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1road
1.001	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material	1	cum	-	-
1.002	OD459310/2025-2026:Providing and laying Interlocking concrete block pavements using 80 mm M40 hydraulic blocksof approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50 mm average thickness etc complete as per the direction of Engineer-in-charge	1	sqm	-	-
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)	-	cum	-	-

Stage Documents

Stage Summary Snapshot

stage.html

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Documents

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Tender Page Snapshot

details.html

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NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

unthinit.pdf

Tender Documents • 0.03 MB

unthisbd.pdf

Tender Documents • 1.84 MB

BOQ_1440366.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1road
1.001	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material	1	cum	-	-
1.002	OD459310/2025-2026:Providing and laying Interlocking concrete block pavements using 80 mm M40 hydraulic blocksof approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50 mm average thickness etc complete as per the direction of Engineer-in-charge	1	sqm	-	-
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)	-	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1road

1.001

4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material

cum

1.002

OD459310/2025-2026:Providing and laying Interlocking concrete block pavements using 80 mm M40 hydraulic blocksof approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50 mm average thickness etc complete as per the direction of Engineer-in-charge

sqm

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)

cum