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PROJECT NO-76/26-27 ANTHOOR MUNICIPALITY-RENOVATION OF VILLAGE OFFICE SOAP COMPANY ROAD

Local Self Government Department

ANTHOOR | Kannur, Kerala

Amount: ₹10.8 LCloses: 27 Oct 2026

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Timeline

Published17 Oct 2026
Closes27 Oct 2026
Bid Opening29 Oct 2026

Tender Value

₹10.8 L

EMD Value

₹26,934

Closing Date

27 Oct 2026, 6:00 pm

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

The Assistant Engineer, LIDEW Section , Anthoor municipality

Work Description

PROJECT NO-76/26-27 ANTHOOR MUNICIPALITY-RENOVATION OF VILLAGE OFFICE SOAP COMPANY ROAD

Tender Information

Tender ID

2026_LSGD_880370_13

Reference Number

02/2026/AE/LID EW/ANTR/2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

ANTHOOR

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 (.pdf)

RequiredSCANNED COPY OF E - PAYMENT FORM (.pdf)

RequiredSCANNED COPY OF INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT (.pdf)

RequiredSCANNED COPY OF FORM OF TENDER (.pdf)

RequiredSBD DOWNLOADED FROM E TENDER WEBSITE (.pdf)

RequiredTENDER SCHEDULE (BOQ) (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹26,934

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

17 Oct 2026

Published

17 Oct 2026

Bid Opening

29 Oct 2026

Download Starts

17 Oct 2026

Download Ends

27 Oct 2026

Submission Starts

17 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (3 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Renovation
1.001	2.14.2.A:Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (II) By Mechanical Means (A) Bituminous Courses	12.96	cum	-	-
1.002	4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material	64.78	cum	-	-
1.003	75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	97.17	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_1498174.xls

BOQ • 0.30 MB

76SBD.pdf

Tender Documents • 1.76 MB

FOT.pdf

Tender Documents • 0.25 MB

AFF.pdf

Tender Documents • 0.23 MB

PA.pdf

Tender Documents • 0.25 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Renovation
1.001	2.14.2.A:Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (II) By Mechanical Means (A) Bituminous Courses	12.96	cum	-	-
1.002	4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material	64.78	cum	-	-
1.003	75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	97.17	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Renovation

1.001

2.14.2.A:Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (II) By Mechanical Means (A) Bituminous Courses

12.96

cum

1.002

4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material

64.78

cum

1.003

75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

97.17

cum