Kerala

To Be Opened

Works

Civil Works - Roads

Ekalavya smarakalibrary link road interlocking in kunnamkulam municipality

Local Self Government Department

Kunnamkulam Municipality | Thrissur, Kerala

Amount: ₹5.9 LCloses: 29 May 202629 May 2026Closed

Timeline

Published23 May 2026
Closed29 May 2026
Bid Opening1 Jun 2026

Corrigenda

Corrigendum

1 updatesLatest on 29 May 2026Submission Ends:29 May 202629 May 2026

Date changes

Download Ends29 May 202629 May 2026Submission Ends29 May 202629 May 2026

Tender Value

₹5.9 L

EMD Value

₹14,814

Closing Date

29 May 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

Assistant Engineer

Address

AE Office, Kunnamkulam Municipality

Work Description

Ekalavya smarakalibrary link road interlocking in kunnamkulam municipality

Tender Information

Tender ID

2026_LSGD_852661_5

Reference Number

E1-2966564/26-27 ( T.No-1)

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

330 days

Location

Kunnamkulam Municipality

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer 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)

RequiredTENDER SCHEDULE (BOQ) (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,310

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹14,814

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

23 May 2026

Published

23 May 2026

Bid Opening

1 Jun 2026

Download Starts

23 May 2026

Download Ends

29 May 2026

Submission Starts

23 May 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Interlocking
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	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3	-	cum	-	-
1.003	OD33355/2026-2027:conveyance of excavated earth up to 5 KM by lorry load as per the direction of departmental officers at site	1	cum	-	-
1.004	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. (ii) Using Gravel mix soil.	-	cum	-	-
1.005	OD32502/2026-2027:Supplying and laying interlocking cement concrete paver block tiles 100mm or nearest size thickness, minimum strength M 40 (confirming to IS 15658:2006 for medium traffic) including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock CC paver block tile in lines and levels as per the directions of the departmental officers at site inclusive of all cost &amp; conveyance charges etc.; complete.(MORTH 55.22 modified )	-	sqm	-	-
1.006	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	-	-

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 • 0.21 MB

Tendernotice_2.pdf

PDF • 0.25 MB

Tendernotice_3.pdf

PDF • 0.25 MB

Work Item Documents

ekalavyasbd.pdf

Tender Documents • 1.72 MB

ekalavyaaff.pdf

Tender Documents • 0.24 MB

BOQ_1440779.xls

BOQ • 0.30 MB

ekalavyapa.pdf

Tender Documents • 0.26 MB

ekalavyafot.pdf

Tender Documents • 0.25 MB

Corrigendum Documents

timecorri.pdf

PDF • 0.19 MB

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Interlocking
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	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3	-	cum	-	-
1.003	OD33355/2026-2027:conveyance of excavated earth up to 5 KM by lorry load as per the direction of departmental officers at site	1	cum	-	-
1.004	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. (ii) Using Gravel mix soil.	-	cum	-	-
1.005	OD32502/2026-2027:Supplying and laying interlocking cement concrete paver block tiles 100mm or nearest size thickness, minimum strength M 40 (confirming to IS 15658:2006 for medium traffic) including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock CC paver block tile in lines and levels as per the directions of the departmental officers at site inclusive of all cost &amp; conveyance charges etc.; complete.(MORTH 55.22 modified )	-	sqm	-	-
1.006	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	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Interlocking

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

3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

cum

1.003

OD33355/2026-2027:conveyance of excavated earth up to 5 KM by lorry load as per the direction of departmental officers at site

cum

1.004

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. (ii) Using Gravel mix soil.

cum

1.005

OD32502/2026-2027:Supplying and laying interlocking cement concrete paver block tiles 100mm or nearest size thickness, minimum strength M 40 (confirming to IS 15658:2006 for medium traffic) including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock CC paver block tile in lines and levels as per the directions of the departmental officers at site inclusive of all cost &amp; conveyance charges etc.; complete.(MORTH 55.22 modified )

sqm

1.006

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