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Civil Works - Roads

Annual Plan-PR No. 98 Construction of Koliyottu Poovanodivayal Road-General Civil Work

Local Self Government Department

AtholiGP | Kozhikode, Kerala

Amount: ₹3.0 LCloses: 22 Oct 20262d left

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Timeline

Published13 Oct 2026
Closes22 Oct 2026
Bid Opening24 Oct 2026

Tender Value

₹3.0 L

EMD Value

₹7,572

Closing Date

22 Oct 2026, 6:00 pm2d left

Tender Inviting Organisation

Name

Assistant Engineer LID/EW Atholy GP

Address

Atholy GP,kozhikode

Work Description

Annual Plan-PR No. 98 Construction of Koliyottu Poovanodivayal Road-General Civil Work

Tender Information

Tender ID

2026_LSGD_878918_1

Reference Number

01/2026-27/AE/LID/ EW/AGP

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

180 days

Location

AtholiGP

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(See SBD PART 6) (.pdf)

RequiredSCANNED COPY OF E - PAYMENT FORM(See SBD PART 6) (.pdf)

RequiredSCANNED COPY OF INTEGRITY PACT CERTIFICATE(See SBD PART 6) (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT(See SBD PART 6) (.pdf)

RequiredSCANNED COPY OF FORM OF TENDER(See SBD PART 6) (.pdf)

RequiredSBD DOWNLOADED FROM E TENDER WEBSITE (.pdf)

RequiredTENDER SCHEDULE (BOQ) (.xls)

Fee & Financial Details

Tender Fee Amount

₹670

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹7,572

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

13 Oct 2026

Published

13 Oct 2026

Bid Opening

24 Oct 2026

Download Starts

13 Oct 2026

Download Ends

22 Oct 2026

Submission Starts

13 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 (3 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road
1.001	3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.	58.06	cum	63.03	₹3,659.71
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.	19.35	cum	2,283.3	₹44,190.99
1.003	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)	29.03	cum	8,784.48	₹2,55,031.02

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

preliminary.pdf

Tender Documents • 0.02 MB

viewsbd.pdf

Tender Documents • 1.82 MB

FOT.pdf

Tender Documents • 0.01 MB

ePay.pdf

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Affidavit.pdf

Tender Documents • 0.31 MB

FIP.pdf

Tender Documents • 0.01 MB

BOQ_1493985.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road
1.001	3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.	58.06	cum	63.03	₹3,659.71
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.	19.35	cum	2,283.3	₹44,190.99
1.003	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)	29.03	cum	8,784.48	₹2,55,031.02

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road

1.001

3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.

58.06

cum

63.03

₹3,659.71

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.

19.35

cum

2,283.3

₹44,190.99

1.003

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)

29.03

cum

8,784.48

₹2,55,031.02