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Civil Works - Roads

GENERAL-OWN FUND-Interlocking in front of town Hall -Ekalavyan smaraka library road -Balance portion Kunnamkulam Municipality -General Civil Work

Local Self Government Department

Kunnamkulam | Thrissur, Kerala

Amount: ₹3.6 LCloses: 22 Sept 2026Closed

Timeline

Published15 Sept 2026
Closed22 Sept 2026
Bid Opening23 Sept 2026

Tender Value

₹3.6 L

EMD Value

₹8,896

Closing Date

22 Sept 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Assistant Engineer

Address

Assistant Engineer, Kunnamkulam Municipality

Work Description

GENERAL-OWN FUND-Interlocking in front of town Hall -Ekalavyan smaraka library road -Balance portion Kunnamkulam Municipality -General Civil Work

Tender Information

Tender ID

2026_LSGD_870007_11

Reference Number

E1-2966564/26-27 T NO 3

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

330 days

Location

Kunnamkulam

Source Website

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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

₹785

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹8,896

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

15 Sept 2026

Published

15 Sept 2026

Bid Opening

23 Sept 2026

Download Starts

15 Sept 2026

Download Ends

22 Sept 2026

Submission Starts

15 Sept 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.	181.05	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. (ii) Using Gravel mix soil.	24.88	cum	-	-
1.003	OD190753/2026-2027:Supplying and laying interlocking Cement Concrete paver block tiles 80mm or nearest thickness, minimum strength M40 [conforming to IS 15658: 2006, for Medium traffic Low volume roads] including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock CC paver block tiles in lines and levels as per the directions of the departmental officers at site, inclusive of all cost & amp; amp; conveyance charges etc complete.	209.4	sqm	-	-
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)	4.31	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.29 MB

Tendernotice_2.pdf

PDF • 0.25 MB

Tendernotice_3.pdf

PDF • 0.25 MB

Work Item Documents

aff.pdf

Tender Documents • 0.24 MB

fot.pdf

Tender Documents • 0.25 MB

viewsbd.pdf

Tender Documents • 1.79 MB

pa.pdf

Tender Documents • 0.26 MB

BOQ_1474402.xls

BOQ • 0.30 MB

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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.	181.05	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. (ii) Using Gravel mix soil.	24.88	cum	-	-
1.003	OD190753/2026-2027:Supplying and laying interlocking Cement Concrete paver block tiles 80mm or nearest thickness, minimum strength M40 [conforming to IS 15658: 2006, for Medium traffic Low volume roads] including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock CC paver block tiles in lines and levels as per the directions of the departmental officers at site, inclusive of all cost & amp; amp; conveyance charges etc complete.	209.4	sqm	-	-
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)	4.31	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.

181.05

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. (ii) Using Gravel mix soil.

24.88

cum

1.003

OD190753/2026-2027:Supplying and laying interlocking Cement Concrete paver block tiles 80mm or nearest thickness, minimum strength M40 [conforming to IS 15658: 2006, for Medium traffic Low volume roads] including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock CC paver block tiles in lines and levels as per the directions of the departmental officers at site, inclusive of all cost & amp; amp; conveyance charges etc complete.

209.4

sqm

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)

4.31

cum