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Annual Plan-TANUR MUNICIPALITY ANNUAL PLAN 2026-27 project no 478/27 Olapeedika -Kodinji ROAD DIV 3-14 FYP OLAPEEDIKA -KODINJI ROAD-General Civil Work

Local Self Government Department

Tanur municipality | Malappuram, Kerala

Amount: ₹4.2 LCloses: 8 Oct 20266d left

Timeline

Published1 Oct 2026
Closes8 Oct 2026
Bid Opening12 Oct 2026

Tender Value

₹4.2 L

EMD Value

₹10,585

Closing Date

8 Oct 2026, 5:00 pm6d left

Tender Inviting Organisation

Name

Assistant engineer, Tanur municipality

Address

Assistant engineer, Tanur municipality

Work Description

Annual Plan-TANUR MUNICIPALITY ANNUAL PLAN 2026-27 project no 478/27 Olapeedika -Kodinji ROAD DIV 3-14 FYP OLAPEEDIKA -KODINJI ROAD-General Civil Work

Tender Information

Tender ID

2026_LSGD_873586_31

Reference Number

05/AE/ET/LID EW/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Tanur municipality

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

Requiredfee remittance (.pdf)

RequiredSCANNED COPY OF PRELIMINARY AGGREEMENT (.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 ETENDER WEBSITE (.pdf)

RequiredTENDER SCHEDULE (BOQ) (.xls)

Fee & Financial Details

Tender Fee Amount

₹935

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹10,585

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

1 Oct 2026

Published

1 Oct 2026

Bid Opening

12 Oct 2026

Download Starts

1 Oct 2026

Download Ends

8 Oct 2026

Submission Starts

1 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (3 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1CONCRETING
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.	266.4	sqm	-	-
1.002	4.1.A.1: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. (i) For Grading I Material	26.64	cum	-	-
1.003	OD90666/2026-2027:( OD from MORD 75.8.1)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 per specification (i) Nominal mix (1:2:4)	39.96	cum	-	-

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 • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.29 MB

Work Item Documents

BOQ_1485918.xls

BOQ • 0.30 MB

NIT478.pdf

Tender Documents • 0.03 MB

SBD478.pdf

Tender Documents • 1.84 MB

EST478.pdf

Tender Documents • 0.05 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1CONCRETING
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.	266.4	sqm	-	-
1.002	4.1.A.1: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. (i) For Grading I Material	26.64	cum	-	-
1.003	OD90666/2026-2027:( OD from MORD 75.8.1)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 per specification (i) Nominal mix (1:2:4)	39.96	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1CONCRETING

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.

266.4

sqm

1.002

4.1.A.1: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. (i) For Grading I Material

26.64

cum

1.003

OD90666/2026-2027:( OD from MORD 75.8.1)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 per specification (i) Nominal mix (1:2:4)

39.96

cum