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Annual Plan-Choondal G P -2026-27 Dubai road maintenance W-14-Pr. No. 366/26-27-General Civil Work

Local Self Government Department

CHOONDAL GP | Thrissur, Kerala

Amount: ₹84,001Closes: 1 Oct 202623 Sept 2026Due tomorrow

Timeline

Published14 Sept 2026
Closes1 Oct 202623 Sept 2026
Bid Opening3 Oct 202624 Sept 2026

Corrigenda

Corrigendum

1 updatesLatest on 23 Sept 2026Submission Ends:23 Sept 20261 Oct 2026

Date changes

Download Ends23 Sept 20261 Oct 2026Submission Ends23 Sept 20261 Oct 2026Bid Opening24 Sept 20263 Oct 2026

Tender Value

₹84,001

EMD Value

₹2,100

Closing Date

1 Oct 2026, 11:00 amDue tomorrow

Tender Inviting Organisation

Name

AE LSGD

Address

AE LSGD CHOONDAL GP

Work Description

Annual Plan-Choondal G P -2026-27 Dubai road maintenance W-14-Pr. No. 366/26-27-General Civil Work

Tender Information

Tender ID

2026_LSGD_869410_4

Reference Number

AE/LSGD/CHDL/26-27/E2

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

180 days

Location

CHOONDAL GP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

5 documents required · 5 mandatory

Fee/PreQual/Technical/Finance

RequiredBill of quantity (.xls)

RequiredAffidavit (.pdf)

Requiredsbd (.pdf)

Requiredformoftender (.pdf)

Requiredpreliminaryagreement (.pdf)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹2,100

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

1 Oct 2026

Published

14 Sept 2026

Bid Opening

3 Oct 2026

Download Starts

14 Sept 2026

Download Ends

1 Oct 2026

Submission Starts

14 Sept 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
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.	47.6	sqm	16.01	₹762.08
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.	5.44	cum	2,484.07	₹13,513.34
1.003	OD152175/2026-2027:Supplying and laying interlocking tile 80 mm or nearest size thickness, minimum strength M 40 ( conforming 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 & conveyance charges etc.; complete.(MORTH55.22 modified)	47.6	sqm	1,198.48	₹57,047.65
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)	1.38	cum	9,186.73	₹12,677.69

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.28 MB

Tendernotice_2.pdf

PDF • 0.25 MB

Tendernotice_3.pdf

PDF • 0.25 MB

Work Item Documents

BOQ_1473385.xls

BOQ • 0.31 MB

SBD.pdf

Tender Documents • 1.68 MB

FORMS.pdf

Tender Documents • 0.04 MB

PAG.pdf

Tender Documents • 0.03 MB

Corrigendum Documents

TEDUBAI.pdf

PDF • 0.59 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1INTERLOCK
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.	47.6	sqm	16.01	₹762.08
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.	5.44	cum	2,484.07	₹13,513.34
1.003	OD152175/2026-2027:Supplying and laying interlocking tile 80 mm or nearest size thickness, minimum strength M 40 ( conforming 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 & conveyance charges etc.; complete.(MORTH55.22 modified)	47.6	sqm	1,198.48	₹57,047.65
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)	1.38	cum	9,186.73	₹12,677.69

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1INTERLOCK

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.

47.6

sqm

16.01

₹762.08

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.

5.44

cum

2,484.07

₹13,513.34

1.003

OD152175/2026-2027:Supplying and laying interlocking tile 80 mm or nearest size thickness, minimum strength M 40 ( conforming 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 & conveyance charges etc.; complete.(MORTH55.22 modified)

47.6

sqm

1,198.48

₹57,047.65

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)

1.38

cum

9,186.73

₹12,677.69