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Civil Works - Roads

Elappara GP 237/2026-27-Renovation of Uluppunni aanachari road in ward 2

Local Self Government Department

Elappara Grama Panchayath | Idukki, Kerala

Amount: ₹2.5 LCloses: 9 Oct 20267d left

Timeline

Published30 Sept 2026
Closes9 Oct 2026
Bid Opening12 Oct 2026

Tender Value

₹2.5 L

EMD Value

₹6,256

Closing Date

9 Oct 2026, 4:00 pm7d left

Tender Inviting Organisation

Name

Assistant Engineer

Address

Assistant Engineer , LID EW Section Elappara Grama Panchayath

Work Description

Elappara GP 237/2026-27-Renovation of Uluppunni aanachari road in ward 2

Tender Information

Tender ID

2026_LSGD_874452_15

Reference Number

01/AELSGDELP/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Elappara Grama Panchayath

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

RequiredPreliminary Agreement (.pdf)

RequiredE payment form (.pdf)

RequiredIntegrity pact certificate (.pdf)

RequiredAffidavit (.pdf)

RequiredForm of Tender (.pdf)

RequiredNIT (.pdf)

RequiredSBD (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹6,256

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

30 Sept 2026

Published

30 Sept 2026

Bid Opening

12 Oct 2026

Download Starts

30 Sept 2026

Download Ends

9 Oct 2026

Submission Starts

30 Sept 2026

Clarification Period

30 Sept 2026 - 9 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (2 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road
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.	172.5	sqm	-	-
1.002	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)	25.88	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 • 0.12 MB

Work Item Documents

nit.pdf

Tender Documents • 0.03 MB

sbd.pdf

Tender Documents • 1.86 MB

BOQ_1484662.xls

BOQ • 0.30 MB

Ready to Participate?

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road
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.	172.5	sqm	-	-
1.002	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)	25.88	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road

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.

172.5

sqm

1.002

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)

25.88

cum