Kerala

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Civil Works - Roads

KELAKAM GRAMAPANCHAYATH 2026 2027 PROJECT NO 167 PONNIKKUMPALA VAZHIKUDIMALA ROAD MAINTANACE

Local Self Government Department

KELAKAM | Kannur, Kerala

Amount: ₹7 LCloses: 28 Sept 2026Closed

Timeline

Published17 Sept 2026
Closed28 Sept 2026
Bid Opening30 Sept 2026

Tender Value

₹7 L

EMD Value

₹14,807

Closing Date

28 Sept 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Address

OFFICE OF THE AE

Work Description

KELAKAM GRAMAPANCHAYATH 2026 2027 PROJECT NO 167 PONNIKKUMPALA VAZHIKUDIMALA ROAD MAINTANACE

Tender Information

Tender ID

2026_LSGD_869638_7

Reference Number

AE/LID/2026/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

KELAKAM

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)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredDECLARATION (.pdf)

RequiredE PAYMENT FORM (.pdf)

RequiredI PACT (.pdf)

RequiredFORM OF TENDER (.pdf)

RequiredNIT AND SBD (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,310

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹14,807

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

17 Sept 2026

Published

17 Sept 2026

Bid Opening

30 Sept 2026

Download Starts

17 Sept 2026

Download Ends

28 Sept 2026

Submission Starts

17 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (3 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD MAINTANANCE
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.	432	sqm	-	-
1.002	OD70012/2026-2027:Granular sub-base/base/surface course with serviceable materials avalible.(Departmental materials)during scarifing of existing road.Construction of granular sub-base with Departmental materials 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 dencity complete as per Clause 408.(Modofied 4.11.2) place method normal. Construction of granular sub-base by providing Department 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. &lt;br&gt;(ii)	38.88	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)	64.8	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 • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.33 MB

Work Item Documents

AFFIDAVIT.pdf

Tender Documents • 0.23 MB

BOQ_1474153.xls

BOQ • 0.30 MB

sbdnit.pdf

Tender Documents • 1.67 MB

EPAYMENTFORM.pdf

Tender Documents • 0.23 MB

FORMOFTENDER.pdf

Tender Documents • 0.24 MB

PRELIMINARYAGREEMENT.pdf

Tender Documents • 0.25 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD MAINTANANCE
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.	432	sqm	-	-
1.002	OD70012/2026-2027:Granular sub-base/base/surface course with serviceable materials avalible.(Departmental materials)during scarifing of existing road.Construction of granular sub-base with Departmental materials 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 dencity complete as per Clause 408.(Modofied 4.11.2) place method normal. Construction of granular sub-base by providing Department 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. &lt;br&gt;(ii)	38.88	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)	64.8	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1ROAD MAINTANANCE

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.

432

sqm

1.002

OD70012/2026-2027:Granular sub-base/base/surface course with serviceable materials avalible.(Departmental materials)during scarifing of existing road.Construction of granular sub-base with Departmental materials 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 dencity complete as per Clause 408.(Modofied 4.11.2) place method normal. Construction of granular sub-base by providing Department 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. &lt;br&gt;(ii)

38.88

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)

64.8

cum