Kerala

To Be Opened

Works

Civil Works - Roads

CHERTHALA MUNICIPALITY- P NO 529/26 - N S S KARAYOGAM NEYYARAPALLI ROAD COMPLETION WARD 24

Local Self Government Department

CHERTHALA MUNICIPALITY | Alappuzha, Kerala

Amount: ₹1.3 LCloses: 13 Jul 202610 Jul 2026Closed

Timeline

Published3 Jul 2026
Closed13 Jul 202610 Jul 2026
Bid Opening14 Jul 202613 Jul 2026

Corrigenda

Corrigendum

1 updatesLatest on 11 Jul 2026Submission Ends:10 Jul 202613 Jul 2026

Date changes

Download Ends10 Jul 202613 Jul 2026Submission Ends10 Jul 202613 Jul 2026Bid Opening13 Jul 202614 Jul 2026

Tender Value

₹1.3 L

EMD Value

₹3,165

Closing Date

13 Jul 2026, 11:00 amClosed

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

CHERTHALA MUNICIPALITY

Work Description

529/26

Tender Information

Tender ID

2026_LSGD_858642_3

Reference Number

01/AE/CMC/PR/26-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

180 days

Location

CHERTHALA MUNICIPALITY

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSCANNED COPY OF EPAYMENT FORM (.pdf)

RequiredSCANNED COPY OF INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT (.pdf)

RequiredSCANNED COPY OF FORM OF TENDER (.pdf)

RequiredSBD DOWNLOADED FROM E-TENDER WEBSITE (.pdf)

RequiredTENDER SCHEDULE (BOQ) (.xls)

Fee & Financial Details

Tender Fee Amount

₹555

EMD Fee Amount

₹3,165

Important Dates

Last Activity

13 Jul 2026

Published

3 Jul 2026

Bid Opening

14 Jul 2026

Download Starts

3 Jul 2026

Download Ends

13 Jul 2026

Submission Starts

3 Jul 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (3 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1METALING TARRING
1.001	OD370365/2025-2026:Gravell Filling - Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (WITH POWER ROLLER)	-	cum	1,311.65	-
1.002	4.11.2: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. (ii) Using Gravel mix soil.	-	cum	2,484.07	-
1.003	3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means 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.	-	sqm	51.02	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.37 MB

Tendernotice_2.pdf

PDF • 0.25 MB

Tendernotice_3.pdf

PDF • 0.25 MB

Work Item Documents

viewsbd.pdf

Tender Documents • 1.64 MB

BOQ_1451581.xls

BOQ • 0.30 MB

AFF.pdf

Additional Documents • 0.28 MB

FOT.pdf

Additional Documents • 0.29 MB

PA.pdf

Additional Documents • 0.30 MB

Corrigendum Documents

DATECORR.pdf

PDF • 0.21 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1METALING TARRING
1.001	OD370365/2025-2026:Gravell Filling - Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (WITH POWER ROLLER)	-	cum	1,311.65	-
1.002	4.11.2: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. (ii) Using Gravel mix soil.	-	cum	2,484.07	-
1.003	3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means 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.	-	sqm	51.02	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1METALING TARRING

1.001

OD370365/2025-2026:Gravell Filling - Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (WITH POWER ROLLER)

cum

1,311.65

1.002

4.11.2: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. (ii) Using Gravel mix soil.

cum

2,484.07

1.003

3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means 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.

sqm

51.02