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Civil Works - Roads

Renovation of Othavanchery Mannoor Kayal Road Ward 13 in kalady GP

Local Self Government Department

KALADI GRAMAPANCHAYAT OFFICE | Malappuram, Kerala

Amount: ₹3.4 LCloses: 22 Oct 20266d left

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Timeline

Published13 Oct 2026
Closes22 Oct 2026
Bid Opening24 Oct 2026

Corrigenda

Corrigendum

1 updatesLatest on 14 Oct 2026

Tender Value

₹3.4 L

EMD Value

₹8,458

Closing Date

22 Oct 2026, 5:00 pm6d left

Tender Inviting Organisation

Name

Office of the Assistant Engineer LID and EW Kalady

Address

Office of the Assistant Engineer LID and EW Kalady

Work Description

Renovation of Othavanchery Mannoor Kayal Road Ward 13 in kalady GP

Tender Information

Tender ID

2026_LSGD_878884_11

Reference Number

AE/LIDEW/KLDY/TN/02/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

240 days

Location

KALADI GRAMAPANCHAYAT OFFICE

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 (.xls)

RequiredPreliminary Agreement (.pdf)

RequiredE payment (.pdf)

RequiredAffdavait (.pdf)

RequiredForm of tender (.pdf)

RequiredIntegrity pact (.pdf)

RequiredSBD merged with NIT (.pdf)

Fee & Financial Details

Tender Fee Amount

₹750

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹8,458

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

13 Oct 2026

Published

13 Oct 2026

Bid Opening

24 Oct 2026

Download Starts

13 Oct 2026

Download Ends

22 Oct 2026

Submission Starts

13 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1interlock
1.001	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.	161	sqm	-	-
1.002	4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead	23.1	cum	-	-
1.003	OD220358/2026-2027:Interlocking concrete block pavement. providing and laying of Interlocking concrete block pavement having thickness 80mm as per drawings and Technical Specification Clause 1504	210	1 sqm	-	-
1.004	OD220360/2026-2027:Modi Data of 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 required including compaction, finishing and tamping etc .complete. Max. size of course specification (Excluding form work) (i) Nominal mix (1:2:4)	5.69	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.21 MB

Work Item Documents

100NIT.pdf

Corrigendum Documents

11.pdf

PDF • 0.02 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1interlock
1.001	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.	161	sqm	-	-
1.002	4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead	23.1	cum	-	-
1.003	OD220358/2026-2027:Interlocking concrete block pavement. providing and laying of Interlocking concrete block pavement having thickness 80mm as per drawings and Technical Specification Clause 1504	210	1 sqm	-	-
1.004	OD220360/2026-2027:Modi Data of 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 required including compaction, finishing and tamping etc .complete. Max. size of course specification (Excluding form work) (i) Nominal mix (1:2:4)	5.69	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1interlock

1.001

3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.

161

sqm

1.002

4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead

23.1

cum

1.003

OD220358/2026-2027:Interlocking concrete block pavement. providing and laying of Interlocking concrete block pavement having thickness 80mm as per drawings and Technical Specification Clause 1504

210

1 sqm

1.004

OD220360/2026-2027:Modi Data of 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 required including compaction, finishing and tamping etc .complete. Max. size of course specification (Excluding form work) (i) Nominal mix (1:2:4)

5.69

cum