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Annual Plan-Earthu GP Pr.No.100/2026-27 MUNJINATTU NAGAR ROAD CONCRETINGIN WARD 11-General Civil Work

Local Self Government Department

Erathu GP | Pathanamthitta, Kerala

Amount: ₹84,257Closes: 7 Oct 20267d left

Timeline

Published28 Sept 2026
Closes7 Oct 2026
Bid Opening9 Oct 2026

Tender Value

₹84,257

EMD Value

₹2,106

Closing Date

7 Oct 2026, 6:00 pm7d left

Tender Inviting Organisation

Name

Sunila N S

Address

Office of the Assistant Engineer, LID EW Section, Erathu Grama Panchayat

Work Description

Annual Plan-Earthu GP Pr.No.100/2026-27 MUNJINATTU NAGAR ROAD CONCRETINGIN WARD 11-General Civil Work

Tender Information

Tender ID

2026_LSGD_869604_19

Reference Number

01/2026-27/AE/LIDEW/ERT

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Erathu GP

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)

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSCANNED COPY OF INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT (.pdf)

RequiredSCANNED COPY OF FORM OF TENDER (.pdf)

RequiredSCANNED COPY OF E - PAYMENT FORM (.pdf)

RequiredSBD DOWNLOADED FROM E TENDER WEBSITE (.pdf)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹2,106

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

7 Oct 2026

Submission Starts

28 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (2 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Re-Concrete
1.001	3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.	6.6	sqm	-	-
1.002	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)	9.14	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 • 0.29 MB

Tendernotice_2.pdf

PDF • 0.13 MB

Tendernotice_3.pdf

PDF • 0.13 MB

Work Item Documents

BOQ_1481035.xls

BOQ • 0.23 MB

PRE.pdf

Tender Documents • 0.26 MB

SBD.pdf

Tender Documents • 1.69 MB

FOT.pdf

Tender Documents • 0.25 MB

AFF.pdf

Tender Documents • 0.24 MB

Ready to Participate?

Download all tender documents and submit your bid

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Re-Concrete
1.001	3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.	6.6	sqm	-	-
1.002	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)	9.14	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Re-Concrete

1.001

3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.

6.6

sqm

1.002

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)

9.14

cum