Tender ID

Kerala

Cancelled

Works

Civil Works - Others

Annual Plan-Cheacode GP 2025 26 Project No 411 26-Anganwadi Pazhedathkunnath Road Improvement Ward 03 General Civil Work

Local Self Government Department

CHEACODE GP | Malappuram, Kerala

Amount: ₹84,720Closes: 13 Mar 2026Closed

Timeline

Published6 Mar 2026
Closed13 Mar 2026
Cancelled30 Jun 2026

Cancellation Details

Cancellation of Tender

CANCEL TENDERSINGLE BIDReason: Insufficient No. of Qualified biddersDocument: cancelled_1.pdf

Published 30 Jun 2026

Tender Value

₹84,720

EMD Value

₹2,118

Closing Date

13 Mar 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

AE CHEACODE GP

Address

AE CHEACODE GP

Work Description

Annual Plan-Cheacode GP 2025 26 Project No 411 26-Anganwadi Pazhedathkunnath Road Improvement Ward 03 General Civil Work

Tender Information

Tender ID

2026_LSGD_844688_6

Reference Number

TN6AELIDEWCHEACODE2526

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Percentage

Location

CHEACODE GP

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredNIT (.pdf)

RequiredEPAY (.pdf)

RequiredIPACT (.pdf)

RequiredFOT (.pdf)

RequiredPAG (.pdf)

RequiredSBD (.pdf)

RequiredAFDVT (.pdf)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹2,118

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

30 Jun 2026

Published

6 Mar 2026

Bid Opening

16 Mar 2026

Download Starts

6 Mar 2026

Download Ends

13 Mar 2026

Submission Starts

6 Mar 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (3 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD CONCRETE
1.001	OD366269/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil	1	sqm	33.75	₹33.72
1.002	OD366268/2025-2026: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. <br> (i) For Grading I Material(OD Derived from 4.1.A.1)	-	cum	3,034.9	-
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	8,784.48	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.17 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 • 0.33 MB

Tendernotice_2.pdf

PDF • 0.24 MB

Tendernotice_3.pdf

PDF • 0.29 MB

Work Item Documents

PAG.pdf

Tender Documents • 0.30 MB

BOQ_1426275.xls

BOQ • 0.30 MB

AFDVT.pdf

Tender Documents • 0.28 MB

FOT.pdf

Tender Documents • 0.34 MB

SBD.pdf

Tender Documents • 1.07 MB

Ready to Participate?

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD CONCRETE
1.001	OD366269/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil	1	sqm	33.75	₹33.72
1.002	OD366268/2025-2026: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. <br> (i) For Grading I Material(OD Derived from 4.1.A.1)	-	cum	3,034.9	-
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	8,784.48	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1ROAD CONCRETE

1.001

OD366269/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil

sqm

33.75

₹33.72

1.002

OD366268/2025-2026: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. <br> (i) For Grading I Material(OD Derived from 4.1.A.1)

cum

3,034.9

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

8,784.48