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Civil Works - Roads

Pro.No.28-26-27 Mappilaparambil Kunjettan Road Retaring in Ward 2 of Kuravilangad GP

Local Self Government Department

Kuravilangad G P | Kottayam, Kerala

Amount: ₹1.7 LCloses: 6 Oct 2026Due tomorrow

Timeline

Published28 Sept 2026
Closes6 Oct 2026
Bid Opening9 Oct 2026

Tender Value

₹1.7 L

EMD Value

₹4,235

Closing Date

6 Oct 2026, 6:00 pmDue tomorrow

Tender Inviting Organisation

Name

Jobimon C L

Address

LID AND EW KURAVILANGSD

Work Description

Pro.No.28-26-27 Mappilaparambil Kunjettan Road Retaring in Ward 2 of Kuravilangad GP

Tender Information

Tender ID

2026_LSGD_873021_5

Reference Number

02/AE/LID_EW/KVLD/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

Kuravilangad G P

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical/Finance

RequiredNIT (.pdf)

RequiredI PACT (.pdf)

RequiredE Payement (.pdf)

RequiredBOQ (.xls)

RequiredPA (.pdf)

RequiredFOT (.pdf)

RequiredSBD (.pdf)

RequiredFEE (.pdf)

RequiredAFFIDAVIT (.pdf)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹4,235

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

28 Sept 2026

Published

28 Sept 2026

Bid Opening

9 Oct 2026

Download Starts

28 Sept 2026

Download Ends

6 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 Maintenance
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.	108	sqm	-	-
1.002	4.11.1:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. 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. <br> (i) Using naturally occuring gravel	5.4	cum	-	-
1.003	OD182433/2026-2027:Providing and laying of Hydraulic interlocking concrete block pavements having thickness 80 mm as per drawing and technical specifications	104.4	sqm	-	-
1.004	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	3.9	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 • 0.76 MB

Tendernotice_2.pdf

PDF • 0.25 MB

Tendernotice_3.pdf

PDF • 0.25 MB

Work Item Documents

AFFI.pdf

Tender Documents • 0.23 MB

FEE.pdf

Tender Documents • 0.33 MB

FOT.pdf

Tender Documents • 0.24 MB

SBD.pdf

Tender Documents • 1.75 MB

PA.pdf

Tender Documents • 0.25 MB

BOQ_1480989.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Maintenance
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.	108	sqm	-	-
1.002	4.11.1:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. 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. <br> (i) Using naturally occuring gravel	5.4	cum	-	-
1.003	OD182433/2026-2027:Providing and laying of Hydraulic interlocking concrete block pavements having thickness 80 mm as per drawing and technical specifications	104.4	sqm	-	-
1.004	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	3.9	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road Maintenance

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.

108

sqm

1.002

4.11.1:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. 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. <br> (i) Using naturally occuring gravel

5.4

cum

1.003

OD182433/2026-2027:Providing and laying of Hydraulic interlocking concrete block pavements having thickness 80 mm as per drawing and technical specifications

104.4

sqm

1.004

75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)

3.9

cum