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LID EW SECTION CHELAKKARA GP 2026 27 PRO NO 33 INTERLOCK WORK NEAR ANTHIMAHAKALANKAVU AMBALANADA ROAD General Civil Work

Local Self Government Department

Chelakkara | Thrissur, Kerala

Amount: ₹2.7 LCloses: 14 Oct 20262d left

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Timeline

Published5 Oct 2026
Closes14 Oct 2026
Bid Opening16 Oct 2026

Tender Value

₹2.7 L

EMD Value

₹6,872

Closing Date

14 Oct 2026, 6:00 pm2d left

Tender Inviting Organisation

Name

Assistant Engineer

Address

Assistant Engineer Chelakkara GP

Work Description

LID EW SECTION CHELAKKARA GP 2026 27 PRO NO 33 INTERLOCK WORK NEAR ANTHIMAHAKALANKAVU AMBALANADA ROAD General Civil Work

Tender Information

Tender ID

2026_LSGD_875839_2

Reference Number

01E/AE/CKA/2026-27/TE

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Wise

Location

Chelakkara

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBid submission letter as per item no 1 part VI of SBD (.pdf)

RequiredIntegrity pact certificate as per item no 3 part VI of SBD (.pdf)

RequiredPreliminary Agreement as per item no 2 part VI of SBD (.pdf)

RequiredRequestion of e payment as per item no 6 part VI of SBD (.pdf)

RequiredAffadavait as per item no 4 part VI of SBD,Bidder valid registration certificate (.pdf)

RequiredBid document with NIC,Bid submission fee remittanc (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹610

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹6,872

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

5 Oct 2026

Published

5 Oct 2026

Bid Opening

16 Oct 2026

Download Starts

5 Oct 2026

Download Ends

14 Oct 2026

Submission Starts

5 Oct 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1INTERLOCK TILE PAVEMENT
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.	30.12	sqm	16.01	₹482.22
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. <br>(ii) Using Gravel mix soil.	20.08	cum	2,484.07	₹49,880.13
1.003	OD155710/2026-2027:supplying and laying interlocking tile 80mm or nearest size , thickness , minimum strength M30 including providing a layer of 6mm aggregate of 5cm thickness , then laying interlock cobbles in lines and levels as per the direction of the depth officers at site inclusive of all cost and conveyance charges etc.	200.8	sqm	1,049.79	₹2,10,797.83
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)	1.5	cum	9,186.73	₹13,734.16

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.29 MB

Work Item Documents

33viewnit.pdf

Tender Documents • 0.03 MB

33viewsbd.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1INTERLOCK TILE PAVEMENT
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.	30.12	sqm	16.01	₹482.22
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. <br>(ii) Using Gravel mix soil.	20.08	cum	2,484.07	₹49,880.13
1.003	OD155710/2026-2027:supplying and laying interlocking tile 80mm or nearest size , thickness , minimum strength M30 including providing a layer of 6mm aggregate of 5cm thickness , then laying interlock cobbles in lines and levels as per the direction of the depth officers at site inclusive of all cost and conveyance charges etc.	200.8	sqm	1,049.79	₹2,10,797.83
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)	1.5	cum	9,186.73	₹13,734.16

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1INTERLOCK TILE PAVEMENT

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.

30.12

sqm

16.01

₹482.22

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. <br>(ii) Using Gravel mix soil.

20.08

cum

2,484.07

₹49,880.13

1.003

OD155710/2026-2027:supplying and laying interlocking tile 80mm or nearest size , thickness , minimum strength M30 including providing a layer of 6mm aggregate of 5cm thickness , then laying interlock cobbles in lines and levels as per the direction of the depth officers at site inclusive of all cost and conveyance charges etc.

200.8

sqm

1,049.79

₹2,10,797.83

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)

1.5

cum

9,186.73

₹13,734.16