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MP-LADS-2025-26 CBP construction of Kunniyattummal Pinangottummal road in ward 4(19) -In Chelannur GP-General Civil Work

Rural Development Department

Chelannur | Kozhikode, Kerala

Amount: ₹2.5 LCloses: 5 Oct 20266d left

Timeline

Published28 Sept 2026
Closes5 Oct 2026
Bid Opening7 Oct 2026

Tender Value

₹2.5 L

EMD Value

₹6,353

Closing Date

5 Oct 2026, 6:00 pm6d left

Tender Inviting Organisation

Name

Block Development Officer

Address

Block Development Office, Chelannur

Work Description

MP-LADS-2025-26 CBP construction of Kunniyattummal Pinangottummal road in ward 4(19) -In Chelannur GP-General Civil Work

Tender Information

Tender ID

2026_CRD_873988_1

Reference Number

4797154-2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Wise

Location

Chelannur

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredStandard Bidding Document (.pdf)

RequiredAffidavit (.pdf)

RequiredPreliminary Agreement (.pdf)

RequiredE payment form (.pdf)

RequiredIntegrity Pact (.pdf)

RequiredForm of Tender (.pdf)

Fee & Financial Details

Tender Fee Amount

₹560

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹6,353

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

28 Sept 2026

Published

28 Sept 2026

Bid Opening

7 Oct 2026

Download Starts

28 Sept 2026

Download Ends

5 Oct 2026

Submission Starts

28 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road 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.	23.13	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	15.42	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)	23.13	cum	-	-
1.004	OD513634/2025-2026:Providing and fixing Name Board with polished marble slab of size 60cm x 45cm including lettering cost, conveyance and labour charges etc complete	1	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 • 0.27 MB

Work Item Documents

KUNNIYATTUMMALBID.pdf

Tender Documents • 1.63 MB

BOQ_1482797.xls

BOQ • 0.30 MB

FOT.pdf

Tender Documents • 0.25 MB

AFFIDA.pdf

Tender Documents • 0.23 MB

PRELIM.pdf

Tender Documents • 0.25 MB

epay.pdf

Tender Documents • 0.23 MB

inte.pdf

Tender Documents • 0.23 MB

Ready to Participate?

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road 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.	23.13	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	15.42	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)	23.13	cum	-	-
1.004	OD513634/2025-2026:Providing and fixing Name Board with polished marble slab of size 60cm x 45cm including lettering cost, conveyance and labour charges etc complete	1	each	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road 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.

23.13

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

15.42

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)

23.13

cum

1.004

OD513634/2025-2026:Providing and fixing Name Board with polished marble slab of size 60cm x 45cm including lettering cost, conveyance and labour charges etc complete

each