Tender ID

Kerala

To Be Opened

Works

Civil Works - Roads

Annual Plan-Proj No 1634 Division 16 Panchayath kinar thundikkoth road rennovation in Chelora zonal in Kannur Municipal Corporation-Proj No 1634 Division 16 Panchayath kinar thundikkoth road rennovation-General Civil Work

Local Self Government Department

KANNUR CORPORATION CHELORA ZONAL | Kannur, Kerala

Amount: ₹4.2 LCloses: 2 Jun 2026Closed

Timeline

Published26 May 2026
Closed2 Jun 2026
Bid Opening4 Jun 2026

Tender Value

₹4.2 L

EMD Value

₹10,527

Closing Date

2 Jun 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

AE CHELORA

Address

AE CHELORA KANNUR CORPORATION CHELORA ZONAL PIN670594

Work Description

Annual Plan-Proj No 1634 Division 16 Panchayath kinar thundikkoth road rennovation in Chelora zonal in Kannur Municipal Corporation-Proj No 1634 Division 16 Panchayath kinar thundikkoth road rennovation-General Civil Work

Tender Information

Tender ID

2026_LSGD_852459_10

Reference Number

AE/LIDEW/CH/02/26-27

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)

RequiredFORM OF TENDER (.pdf)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredINTEGRITY PACT (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredSBD WITH NIT (.pdf)

RequiredEPAYMENT (.pdf)

Fee & Financial Details

Tender Fee Amount

₹930

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹10,527

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 (5 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1concrete road
1.001	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.	1	cum	-	-
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	1	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)	1	cum	-	-
1.004	OD436255/2025-2026:lettering with black japan paint of approved brand and manufacture	-	each	-	-
1.005	OD436256/2025-2026:Supplying and fitting name board of size 75x45 cm made with GI plain sheet 1.25 mm thick (class III) fitted with 35x35x5 mm MS angle 2 Nos horizontally and 3 Nos vertically to make a frame for strengthening th GI sheet fitted with 2 Nos 40 mm GI pipew vertically 1.5 mm above from ground level and fixing in cement concrete 1:2: 4 40x40x40 cm including cost and conveyance of all materials and labour charges fabricating etc complete	-	each	-	-

Documents

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details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.38 MB

Work Item Documents

viewsbd.pdf

Tender Documents • 1.63 MB

viewnit.pdf

Tender Documents • 0.02 MB

BOQ_1440491.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1concrete road
1.001	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.	1	cum	-	-
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	1	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)	1	cum	-	-
1.004	OD436255/2025-2026:lettering with black japan paint of approved brand and manufacture	-	each	-	-
1.005	OD436256/2025-2026:Supplying and fitting name board of size 75x45 cm made with GI plain sheet 1.25 mm thick (class III) fitted with 35x35x5 mm MS angle 2 Nos horizontally and 3 Nos vertically to make a frame for strengthening th GI sheet fitted with 2 Nos 40 mm GI pipew vertically 1.5 mm above from ground level and fixing in cement concrete 1:2: 4 40x40x40 cm including cost and conveyance of all materials and labour charges fabricating etc complete	-	each	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1concrete road

1.001

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

1.002

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

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)

cum

1.004

OD436255/2025-2026:lettering with black japan paint of approved brand and manufacture

each

1.005

OD436256/2025-2026:Supplying and fitting name board of size 75x45 cm made with GI plain sheet 1.25 mm thick (class III) fitted with 35x35x5 mm MS angle 2 Nos horizontally and 3 Nos vertically to make a frame for strengthening th GI sheet fitted with 2 Nos 40 mm GI pipew vertically 1.5 mm above from ground level and fixing in cement concrete 1:2: 4 40x40x40 cm including cost and conveyance of all materials and labour charges fabricating etc complete

each