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Annual Plan-Anual plan 2026-27,Sasthamkulangara arattukadavu road renovation ward 11,pro no-128-Chengannur municipality-General Civil Work

Local Self Government Department

Chengannur Municipality | Alappuzha, Kerala

Amount: ₹3.8 LCloses: 29 Sept 2026Due today

Timeline

Published23 Sept 2026
Closes29 Sept 2026
Bid Opening1 Oct 2026

Tender Value

₹3.8 L

EMD Value

₹9,518

Closing Date

29 Sept 2026, 6:00 pmDue today

Tender Inviting Organisation

Name

Rajeena B

Address

Office of the Assistant Engineer , Chengannur MunicipalitY

Work Description

Annual Plan-Anual plan 2026-27,Sasthamkulangara arattukadavu road renovation ward 11,pro no-128-Chengannur municipality-General Civil Work

Tender Information

Tender ID

2026_LSGD_871662_16

Reference Number

01/2026/AE/CGNRMLTY/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Chengannur Municipality

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBILL OF QUANTITY (BOQ) (.xls)

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSCANNED COPY OF E - PAYMENT 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)

Fee & Financial Details

Tender Fee Amount

₹840

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹9,518

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

23 Sept 2026

Published

23 Sept 2026

Bid Opening

1 Oct 2026

Download Starts

23 Sept 2026

Download Ends

29 Sept 2026

Submission Starts

23 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1road concrete
1.001	OD139658/2026-2027:Scarifying the existing road surface to a depth of 150mm by mechanical means and recompacting aggregate obtained from scarifying with power roller	231	sqm	-	-
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.	17.33	cum	-	-
1.003	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)	34.65	cum	-	-
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)	0.49	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 • 0.28 MB

Tendernotice_2.pdf

PDF • 0.25 MB

Tendernotice_3.pdf

PDF • 0.24 MB

Work Item Documents

BOQ_1478390.xls

BOQ • 0.30 MB

fot.pdf

Tender Documents • 0.25 MB

preliminary.pdf

Tender Documents • 0.25 MB

sbd.pdf

Tender Documents • 0.95 MB

affidavit.pdf

Tender Documents • 0.23 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
1road concrete
1.001	OD139658/2026-2027:Scarifying the existing road surface to a depth of 150mm by mechanical means and recompacting aggregate obtained from scarifying with power roller	231	sqm	-	-
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.	17.33	cum	-	-
1.003	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)	34.65	cum	-	-
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)	0.49	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1road concrete

1.001

OD139658/2026-2027:Scarifying the existing road surface to a depth of 150mm by mechanical means and recompacting aggregate obtained from scarifying with power roller

231

sqm

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.

17.33

cum

1.003

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)

34.65

cum

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)

0.49

cum