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Annual Plan-2026-2027/ KDY/ Pr No S0239/27 Renovation works to Plavida road ward-9-Kadukutty GP, Chalakudy BP-General Civil Work

Local Self Government Department

O/o Assistant Engineer, LSGD Section, Kadukutty GP | Thrissur, Kerala

Amount: ₹5.6 LCloses: 24 Oct 20265d left

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Timeline

Published14 Oct 2026
Closes24 Oct 2026
Bid Opening26 Oct 2026

Tender Value

₹5.6 L

EMD Value

₹13,974

Closing Date

24 Oct 2026, 6:00 pm5d left

Tender Inviting Organisation

Name

Assistant Engineer, LSGD Section, Kadukutty GP

Address

O/o Assistant Engineer, LSGD Section, Kadukutty GP

Work Description

Annual Plan-2026-2027/ KDY/ Pr No S0239/27 Renovation works to Plavida road ward-9-Kadukutty GP, Chalakudy BP-General Civil Work

Tender Information

Tender ID

2026_LSGD_879263_7

Reference Number

T4/AE/LSGD/KDY/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

O/o Assistant Engineer, LSGD Section, Kadukutty GP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredSBD (.pdf)

RequiredFORM OF TENDER (.pdf)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredINTEGRITY PACT CERTIFICATE (.pdf)

RequiredE PAYMENT FORM (.pdf)

RequiredCONTRACTOR LICENSE (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,235

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹13,974

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

14 Oct 2026

Published

14 Oct 2026

Bid Opening

26 Oct 2026

Download Starts

14 Oct 2026

Download Ends

24 Oct 2026

Submission Starts

14 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1TILE PAVING & ROAD CONCRETING
1.001	3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	75.76	cum	-	-
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.	32.94	cum	-	-
1.003	OD74148/2026-2027:Supplying and laying interlocking CC paver block tiles ,80mm or nearest size thickness,minimum strength M40, including providing a layer of 6mm aggregate for 5 cm thickness, then laying interlock cc paver blocks in lines and levels as per the directions of departmental officers at site inclusive of all cost and conveyance charge etc. complete (Morth 55.23 modified)	329.4	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)	9.67	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

BOQ_1495040.xls

BOQ • 0.30 MB

239.pdf

Tender Documents • 0.64 MB

ft239.pdf

Tender Documents • 0.25 MB

pa239.pdf

Tender Documents • 0.26 MB

aft239.pdf

Tender Documents • 0.24 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1TILE PAVING & ROAD CONCRETING
1.001	3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	75.76	cum	-	-
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.	32.94	cum	-	-
1.003	OD74148/2026-2027:Supplying and laying interlocking CC paver block tiles ,80mm or nearest size thickness,minimum strength M40, including providing a layer of 6mm aggregate for 5 cm thickness, then laying interlock cc paver blocks in lines and levels as per the directions of departmental officers at site inclusive of all cost and conveyance charge etc. complete (Morth 55.23 modified)	329.4	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)	9.67	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1TILE PAVING & ROAD CONCRETING

1.001

3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

75.76

cum

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.

32.94

cum

1.003

OD74148/2026-2027:Supplying and laying interlocking CC paver block tiles ,80mm or nearest size thickness,minimum strength M40, including providing a layer of 6mm aggregate for 5 cm thickness, then laying interlock cc paver blocks in lines and levels as per the directions of departmental officers at site inclusive of all cost and conveyance charge etc. complete (Morth 55.23 modified)

329.4

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)

9.67

cum