Kerala

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Civil Works - Roads

Re-Tender - MPLADS - Ambazhappara Edakkattil Road in Kayanna GP

Rural Development Department

KAYANNA | Kozhikode, Kerala

Amount: ₹5.1 LCloses: 9 Jun 2026Closed

Timeline

Published1 Jun 2026
Closed9 Jun 2026
Bid Opening11 Jun 2026

Tender Value

₹5.1 L

EMD Value

₹12,710

Closing Date

9 Jun 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

SECRETARY , BLOCK PANCHAYATH

Address

Block Panchayat Office Perambra

Work Description

Re-Tender - MPLADS - Ambazhappara Edakkattil Road in Kayanna GP

Tender Information

Tender ID

2026_CRD_853612_1

Reference Number

3581022-25

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

KAYANNA

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical/Finance

RequiredScanned copy of Preliminary Agreement In Plain Paper (.pdf)

RequiredScanned copy of valid registration certificate (Contractors Liscence) (.pdf)

RequiredTender Documents(SBD) (.pdf)

RequiredForm of Integrity pact. (.pdf)

RequiredForm of Affidavit. (.pdf)

RequiredForm of Tender. (.pdf)

RequiredScanned copy of PAN card,Adhar card,GST Registration etc (.pdf)

RequiredRequisition for e payment. (.pdf)

RequiredQuoted Tender ScheduleBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,125

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹12,710

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

1 Jun 2026

Published

1 Jun 2026

Bid Opening

11 Jun 2026

Download Starts

2 Jun 2026

Download Ends

9 Jun 2026

Submission Starts

2 Jun 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Concrete Road
1.001	3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.	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	-	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	-	-
1.004	OD139190/2025-2026:Providing and fixing NAME BOARD with polished Marble/Granite slab of size 90cm x 65cm including lettering cost, conveyance and labour charges etc complete.	-	each	-	-

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 • 0.35 MB

Work Item Documents

sbd.pdf

Tender Documents • 0.98 MB

affidavit.pdf

Tender Documents • 0.23 MB

integrity.pdf

Tender Documents • 0.23 MB

preliminary.pdf

Tender Documents • 0.25 MB

formoftender.pdf

Tender Documents • 0.25 MB

epayment.pdf

Tender Documents • 0.23 MB

BOQ_1442620.xls

BOQ • 0.23 MB

Ready to Participate?

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Concrete Road
1.001	3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.	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	-	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	-	-
1.004	OD139190/2025-2026:Providing and fixing NAME BOARD with polished Marble/Granite slab of size 90cm x 65cm including lettering cost, conveyance and labour charges etc complete.	-	each	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Concrete Road

1.001

3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.

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

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

1.004

OD139190/2025-2026:Providing and fixing NAME BOARD with polished Marble/Granite slab of size 90cm x 65cm including lettering cost, conveyance and labour charges etc complete.

each