Tender ID

Kerala

Cancelled

Works

Civil Works - Others

ANJARAKANDY GRAMA PANCHAYATH PROJECT No 240 2025 26 N GOVINDAN ROAD CONCRETING

Local Self Government Department

Anjarakkandy | Kannur, Kerala

Amount: ₹1.4 LCloses: 16 Mar 2026Closed

Timeline

Published7 Mar 2026
Closed16 Mar 2026
Cancelled3 Aug 2026

Cancellation Details

Cancellation of Tender

Cancellation of TenderCancellation of TenderReason: Insufficient No. of Qualified biddersDocument: cancelled_1.pdf

Published 3 Aug 2026

Tender Value

₹1.4 L

EMD Value

₹3,381

Closing Date

16 Mar 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Assistant engineer

Address

Assistant Engineer Anjarakkandy Grama Panchayath

Work Description

ANJARAKANDY GRAMA PANCHAYATH PROJECT No 240 2025 26 N GOVINDAN ROAD CONCRETING

Tender Information

Tender ID

2026_LSGD_844560_5

Reference Number

AE/AGP/TN-8/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Location

Anjarakkandy

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredE - PAYMENT FORM (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredFORM OF TENDER (.pdf)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredTENDER SCHEDULE (BOQ) (.xls)

RequiredNOTICE INVITING TENDER (.pdf)

RequiredSTANDARD BID DOCUMENT (.pdf)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹3,381

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

3 Aug 2026

Published

7 Mar 2026

Bid Opening

18 Mar 2026

Download Starts

7 Mar 2026

Download Ends

16 Mar 2026

Submission Starts

7 Mar 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (3 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Concrete
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.	-	cum	-	-
1.002	4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)<br>(A) By Mix in Place Method <br> 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	1	cum	-	-
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)	1	cum	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.08 MB

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 • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.25 MB

Tendernotice_2.pdf

PDF • 0.25 MB

Tendernotice_3.pdf

PDF • 0.06 MB

Work Item Documents

pa.pdf

Tender Documents • 0.05 MB

affi.pdf

Tender Documents • 0.04 MB

fot.pdf

Tender Documents • 0.04 MB

viewsbd.pdf

Tender Documents • 1.65 MB

viewnit.pdf

Tender Documents • 0.05 MB

BOQ_1426303.xls

BOQ • 0.30 MB

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Concrete
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.	-	cum	-	-
1.002	4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)<br>(A) By Mix in Place Method <br> 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	1	cum	-	-
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)	1	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Concrete

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.

cum

1.002

4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)<br>(A) By Mix in Place Method <br> 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

cum

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)

cum