Tender ID

Kerala

To Be Opened

Works

Civil Works - Roads

Annual Plan-PR NO-1630/25-26-ANNUAL PLAN 2025-26 KANNUR CORPORATION CHELORA ZONEL KUNNATHCHAL P M AHAMMED HAJI ROAD RENOVATION DIVISION 16-General Civil Work

Local Self Government Department

KANNUR CORPORATION CHELORA ZONAL | Kannur, Kerala

Amount: ₹5.1 LCloses: 2 Jun 2026Closed

Timeline

Published26 May 2026
Closed2 Jun 2026
Bid Opening4 Jun 2026

Tender Value

₹5.1 L

EMD Value

₹12,698

Closing Date

2 Jun 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

AE CHELORA

Address

AE CHELORA KANNUR MUNCIPAL CORPORATION CHELORA ZONAL PIN-670594

Work Description

Annual Plan-PR NO-1630/25-26-ANNUAL PLAN 2025-26 KANNUR CORPORATION CHELORA ZONEL KUNNATHCHAL P M AHAMMED HAJI ROAD RENOVATION DIVISION 16-General Civil Work

Tender Information

Tender ID

2026_LSGD_852576_9

Reference Number

AE/LIDEW/CH/03/26-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

KANNUR CORPORATION CHELORA ZONAL

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredINTEGRITY PACT (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredFORM OF TENDER (.pdf)

RequiredSBD WITH NIT (.pdf)

RequiredEPAYMENT (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,120

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹12,698

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

26 May 2026

Published

26 May 2026

Bid Opening

4 Jun 2026

Download Starts

26 May 2026

Download Ends

2 Jun 2026

Submission Starts

26 May 2026

Clarification Period

26 May 2026 - 2 Jun 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1PR NO-1630/25-26-ANNUAL PLAN 2025-26 KANNUR CORPORATION CHELORA ZONEL KUNNATHCHAL P M AHAMMED HAJI ROAD RENOVATION - DIVISION 16
1.001	3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	-	cum	-	-
1.002	3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade 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.	-	cum	-	-
1.003	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	-	cum	-	-
1.004	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)	-	cum	-	-
1.005	OD333840/2025-2026:Supplying and fixing Name Board of size 75 cm x 45 cm made with G I plan sheets 1.25 mm thick (class IIII) fitted with 35x35x5 mm MS angle 2Nos. horizontally and 3nos vertically to make a frame for strengthening the G I sheet , fitted 2 nos. 40 mm GI pipe vertically 1.50 mtr above from ground level and fixing in cement concrete 1:2:4 , 40cmx40cmx40cm. including cost and conveyance of all materials all labour charges , fabricating etc complete.	-	each	-	-
1.006	OD333841/2025-2026:Lettering with black Japan pint of approved brand and manufacture	-	each	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.39 MB

Work Item Documents

BOQ_1440591.xls

BOQ • 0.30 MB

viewsbd.pdf

Tender Documents • 1.66 MB

viewnit.pdf

Tender Documents • 0.03 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1PR NO-1630/25-26-ANNUAL PLAN 2025-26 KANNUR CORPORATION CHELORA ZONEL KUNNATHCHAL P M AHAMMED HAJI ROAD RENOVATION - DIVISION 16
1.001	3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	-	cum	-	-
1.002	3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade 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.	-	cum	-	-
1.003	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	-	cum	-	-
1.004	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)	-	cum	-	-
1.005	OD333840/2025-2026:Supplying and fixing Name Board of size 75 cm x 45 cm made with G I plan sheets 1.25 mm thick (class IIII) fitted with 35x35x5 mm MS angle 2Nos. horizontally and 3nos vertically to make a frame for strengthening the G I sheet , fitted 2 nos. 40 mm GI pipe vertically 1.50 mtr above from ground level and fixing in cement concrete 1:2:4 , 40cmx40cmx40cm. including cost and conveyance of all materials all labour charges , fabricating etc complete.	-	each	-	-
1.006	OD333841/2025-2026:Lettering with black Japan pint of approved brand and manufacture	-	each	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1PR NO-1630/25-26-ANNUAL PLAN 2025-26 KANNUR CORPORATION CHELORA ZONEL KUNNATHCHAL P M AHAMMED HAJI ROAD RENOVATION - DIVISION 16

1.001

3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

cum

1.002

3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade 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.

cum

1.003

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

cum

1.004

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)

cum

1.005

OD333840/2025-2026:Supplying and fixing Name Board of size 75 cm x 45 cm made with G I plan sheets 1.25 mm thick (class IIII) fitted with 35x35x5 mm MS angle 2Nos. horizontally and 3nos vertically to make a frame for strengthening the G I sheet , fitted 2 nos. 40 mm GI pipe vertically 1.50 mtr above from ground level and fixing in cement concrete 1:2:4 , 40cmx40cmx40cm. including cost and conveyance of all materials all labour charges , fabricating etc complete.

each

1.006

OD333841/2025-2026:Lettering with black Japan pint of approved brand and manufacture

each