Tender ID

Kerala

To Be Opened

Works

Electrical Works

MOE4- KSMART-185006/2025

Local Self Government Department

Ernakulam, Kerala

Amount: ₹2.8 LCloses: 1 Jun 2026Closed

Timeline

Published27 May 2026
Closed1 Jun 2026
Bid Opening2 Jun 2026

Tender Value

₹2.8 L

EMD Value

₹7,000

Closing Date

1 Jun 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

SANUKUTTAN T.P.

Address

THE ASST. EXWCUTIVE ENGINEER, CENTRAL ZONE

Work Description

General Civil works- MOE4- KSMART-185006/2025, Interlcking Konthuruthy Road in DIV-52 (RETENDER)

Tender Information

Tender ID

2026_LSGD_852773_5

Reference Number

MOE2-KSMART-54835/2025

Tender Type

Open Tender

Product Category

Electrical Works

Form of Contract

Item Rate

Location

ERNAKULAM

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredBILL OF QUANTITY (.xls)

RequiredAFFIDAVIT (.pdf)

RequiredFORM OF TENDER (.pdf)

RequiredNOTICE INVITING TENDER (.pdf)

RequiredEPAYMENT FORM (.pdf)

RequiredITEGRITY PACT CERTIFICATE (.pdf)

Fee & Financial Details

Tender Fee Amount

₹620

EMD Fee Amount

₹7,000

Important Dates

Last Activity

27 May 2026

Published

27 May 2026

Bid Opening

2 Jun 2026

Download Starts

27 May 2026

Download Ends

1 Jun 2026

Submission Starts

27 May 2026

Clarification Period

27 May 2026 - 1 Jun 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Interlocking
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.	-	sqm	-	-
1.002	OD341483/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) &lt;br&gt; (A) By Mix in Place Method &lt;br&gt; 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. &lt;br&gt; (i) For Grading I Material	1	cum	-	-
1.003	OD341486/2025-2026:providing and laying of interlocking concrete block pavements using 100 mmM40 by hydraulic blocks of approved size design shape laid in required pattern over and including a compacted bed of 6mm stone aggregate of75 mm average thickness, etc, all complete as er the direction of engineer in charge.	-	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	-	-

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.17 MB

Tendernotice_2.pdf

PDF • 0.25 MB

Tendernotice_3.pdf

PDF • 0.25 MB

Work Item Documents

BOQ_1441759.xls

BOQ • 0.30 MB

SBD.pdf

Tender Documents • 1.05 MB

FOT.pdf

Tender Documents • 0.34 MB

PG.pdf

Tender Documents • 0.30 MB

AFFIDT.pdf

Tender Documents • 0.28 MB

Ready to Participate?

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Interlocking
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.	-	sqm	-	-
1.002	OD341483/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) &lt;br&gt; (A) By Mix in Place Method &lt;br&gt; 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. &lt;br&gt; (i) For Grading I Material	1	cum	-	-
1.003	OD341486/2025-2026:providing and laying of interlocking concrete block pavements using 100 mmM40 by hydraulic blocks of approved size design shape laid in required pattern over and including a compacted bed of 6mm stone aggregate of75 mm average thickness, etc, all complete as er the direction of engineer in charge.	-	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

1Interlocking

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.

sqm

1.002

OD341483/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) &lt;br&gt; (A) By Mix in Place Method &lt;br&gt; 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. &lt;br&gt; (i) For Grading I Material

cum

1.003

OD341486/2025-2026:providing and laying of interlocking concrete block pavements using 100 mmM40 by hydraulic blocks of approved size design shape laid in required pattern over and including a compacted bed of 6mm stone aggregate of75 mm average thickness, etc, all complete as er the direction of engineer in charge.

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