Tender ID

Kerala

To Be Opened

Works

Civil Works - Roads

MPLADS 2025-26 Construction Kaniyanmkandi Malayil Parambu Road in Narippatta GP W-13

Rural Development Department

KUNNUMMAL BLOCK | Kozhikode, Kerala

Amount: ₹3.4 LCloses: 17 Jun 2026Closed

Timeline

Published10 Jun 2026
Closed17 Jun 2026
Bid Opening18 Jun 2026

Tender Value

₹3.4 L

EMD Value

₹8,467

Closing Date

17 Jun 2026, 2:00 pmClosed

Tender Inviting Organisation

Name

BDO KUNNUMMAL

Address

Block Development Office, Kunnummal . PO vattoli, 673507

Work Description

MPLADS 2025-26 Construction Kaniyanmkandi Malayil Parambu Road in Narippatta GP W-13

Tender Information

Tender ID

2026_CRD_851267_13

Reference Number

4159909-2025

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

80 days

Location

KUNNUMMAL BLOCK

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical/Finance

RequiredWork Schedule and BOQ (.xls)

RequiredCopy of Registration Certificate attested by Gazetted Officer with validity and class of registratio (.pdf)

RequiredDeptCopy of GOs and proof of eligibility in participation in tendering etc. in case of LCCS (.pdf)

RequiredCopy of EMD exemption certificate/concession certificate attested by Gazetted Officer of Govt (.pdf)

RequiredCopy of GST Registration certificat (.pdf)

RequiredScanned copy of Affidavit, Duly filled e-payment requisition, tender form, Intergrity Pact,Scanned c (.pdf)

Fee & Financial Details

Tender Fee Amount

₹750

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹8,467

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

10 Jun 2026

Published

10 Jun 2026

Bid Opening

18 Jun 2026

Download Starts

10 Jun 2026

Download Ends

17 Jun 2026

Submission Starts

10 Jun 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Concrete Road work
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	OD409057/2025-2026:Supplying and fixing name board of Granite stone any colour and shade of size upto 0.5 m2 on prepared base of cement mortar 1:4 with Engraving English and or Malayalam letter of specified size on hard stone including all cost conveyance labour charge etc complete	-	each	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.26 MB

Work Item Documents

FORMSTOSUBMIT.pdf

Tender Documents • 0.93 MB

NITCOMMON.pdf

Tender Documents • 0.07 MB

BOQ_1445220.xls

BOQ • 0.23 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Concrete Road work
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	OD409057/2025-2026:Supplying and fixing name board of Granite stone any colour and shade of size upto 0.5 m2 on prepared base of cement mortar 1:4 with Engraving English and or Malayalam letter of specified size on hard stone including all cost conveyance labour charge etc complete	-	each	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Concrete Road work

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

OD409057/2025-2026:Supplying and fixing name board of Granite stone any colour and shade of size upto 0.5 m2 on prepared base of cement mortar 1:4 with Engraving English and or Malayalam letter of specified size on hard stone including all cost conveyance labour charge etc complete

each