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Annual Plan-Kanichar GP- 56/2026-27-RENOVATION WORKS TO KOLAKKAD NIRAPPILMALA MAVADI ROAD in ward 11- 7 lakh from ch 0/180 to 0/195km and from 0/335 to 0/475km-General Civil Work

Local Self Government Department

KANICHAR GP | Kannur, Kerala

Amount: ₹5.9 LCloses: 10 Oct 20267d left

Timeline

Published3 Oct 2026
Closes10 Oct 2026
Bid Opening12 Oct 2026

Tender Value

₹5.9 L

EMD Value

₹14,813

Closing Date

10 Oct 2026, 6:00 pm7d left

Tender Inviting Organisation

Name

Assistant Engineer

Address

O/O Assistant Engineer LID and EW Section Kanichar GP

Work Description

Annual Plan-Kanichar GP- 56/2026-27-RENOVATION WORKS TO KOLAKKAD NIRAPPILMALA MAVADI ROAD in ward 11- 7 lakh from ch 0/180 to 0/195km and from 0/335 to 0/475km-General Civil Work

Tender Information

Tender ID

2026_LSGD_875736_12

Reference Number

AE/LSGD/KCR/ETN/02/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

240 days

Location

KANICHAR GP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ in Excel Format with name and quoted rate by Bidder (.xls)

RequiredPreliminary Agreement, filled and signed by Bidder (.pdf)

RequiredForm of Tender (Bid submission letter as per item no.1 part VI), filled and Signed by Bidder (.pdf)

RequiredRequisition for E-payment and Integrity Pact Certificate filled and Signed by bidder (.pdf)

RequiredAffidavit (as per item no 4 part VI), filled and Signed by Bidder (.pdf)

RequiredStandard bid document with NIT (.pdf)

RequiredBidder Valid Registration Certificate,GST Certificate and PAN (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,310

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹14,813

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

3 Oct 2026

Published

3 Oct 2026

Bid Opening

12 Oct 2026

Download Starts

3 Oct 2026

Download Ends

10 Oct 2026

Submission Starts

3 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (3 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Concrete Works
1.001	3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	434	sqm	-	-
1.002	OD22860/2026-2027:Granular sub-base/base/surface course with serviceable materials available (deptl material) during scarifying of existing road. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (Modified 4.11.2)	26.04	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)	65.1	cum	-	-

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 • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.24 MB

Work Item Documents

viewsbd-56_merged.pdf

Tender Documents • 1.80 MB

BOQ_1486872.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Concrete Works
1.001	3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	434	sqm	-	-
1.002	OD22860/2026-2027:Granular sub-base/base/surface course with serviceable materials available (deptl material) during scarifying of existing road. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (Modified 4.11.2)	26.04	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)	65.1	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Concrete Works

1.001

3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

434

sqm

1.002

OD22860/2026-2027:Granular sub-base/base/surface course with serviceable materials available (deptl material) during scarifying of existing road. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (Modified 4.11.2)

26.04

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)

65.1

cum