Kerala

Active

Works

Civil Works - Roads

Annual Plan-2026-2027/ KDY/ Pr No 107/26-27 Renovation works on Peranattupadam road ward-11 -- Kadukutty GP-chalakkudy BP-General Civil Work

Local Self Government Department

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

Amount: ₹5.2 LCloses: 7 Oct 20265d left

Timeline

Published29 Sept 2026
Closes7 Oct 2026
Bid Opening9 Oct 2026

Tender Value

₹5.2 L

EMD Value

₹12,915

Closing Date

7 Oct 2026, 6:00 pm5d left

Tender Inviting Organisation

Name

Assistant Engineer, LSGD Section, Kadukutty GP

Address

Assistant Engineer, LSGD Section, Kadukutty GP

Work Description

Annual Plan-2026-2027/ KDY/ Pr No 107/26-27 Renovation works on Peranattupadam road ward-11 -- Kadukutty GP-chalakkudy BP-General Civil Work

Tender Information

Tender ID

2026_LSGD_873859_5

Reference Number

T3/AE/LSGD/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

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredPreliminary Agreement (.pdf)

RequiredContractor Licence (.pdf)

RequiredAffidavit (.pdf)

RequiredE Payment Requisition form (.pdf)

RequiredIntegrity pact certificate (.pdf)

RequiredForm of tender (.pdf)

RequiredSBD (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,140

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹12,915

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

29 Sept 2026

Published

29 Sept 2026

Bid Opening

9 Oct 2026

Download Starts

29 Sept 2026

Download Ends

7 Oct 2026

Submission Starts

29 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (5 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Interlock tile
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.	367.2	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.	27.54	cum	-	-
1.003	OD113827/2026-2027:Supplying and laying Interlocking concrete tiles 80mm or nearest size thickness minimum strength M40 (Conforming to IS 15658:2006 for medium traffic volume road ) including providing a layer of 6mm thick aggregates for 5cm thickness then laying interlocking C.C.Paver blocks in lines and levels as per the direction of departmental officers at site inclusive of all cost and conveyance charges etc. complete( MoRth 55.23 modified)	321.3	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)	7.22	cum	-	-
1.005	OD158732/2026-2027:Labour engaged	2	Day	-	-

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 • 0.29 MB

Tendernotice_2.pdf

PDF • 0.25 MB

Tendernotice_3.pdf

PDF • 0.25 MB

Work Item Documents

BOQ_1482670.xls

BOQ • 0.30 MB

aft107.pdf

Tender Documents • 0.24 MB

ft107.pdf

Tender Documents • 0.25 MB

107.pdf

Tender Documents • 0.64 MB

pa107.pdf

Tender Documents • 0.26 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
1Interlock tile
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.	367.2	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.	27.54	cum	-	-
1.003	OD113827/2026-2027:Supplying and laying Interlocking concrete tiles 80mm or nearest size thickness minimum strength M40 (Conforming to IS 15658:2006 for medium traffic volume road ) including providing a layer of 6mm thick aggregates for 5cm thickness then laying interlocking C.C.Paver blocks in lines and levels as per the direction of departmental officers at site inclusive of all cost and conveyance charges etc. complete( MoRth 55.23 modified)	321.3	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)	7.22	cum	-	-
1.005	OD158732/2026-2027:Labour engaged	2	Day	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Interlock tile

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.

367.2

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.

27.54

cum

1.003

OD113827/2026-2027:Supplying and laying Interlocking concrete tiles 80mm or nearest size thickness minimum strength M40 (Conforming to IS 15658:2006 for medium traffic volume road ) including providing a layer of 6mm thick aggregates for 5cm thickness then laying interlocking C.C.Paver blocks in lines and levels as per the direction of departmental officers at site inclusive of all cost and conveyance charges etc. complete( MoRth 55.23 modified)

321.3

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)

7.22

cum

1.005

OD158732/2026-2027:Labour engaged

Day