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Annual Plan-Chengannur Municipality Annual Plan 2026 -27 Thundathumala moolappadav road renovation ward 20 pro no 136 General Civil Work

Local Self Government Department

Chengannur Municipality | Alappuzha, Kerala

Amount: ₹3.8 LCloses: 29 Sept 2026Due today

Timeline

Published22 Sept 2026
Closes29 Sept 2026
Bid Opening1 Oct 2026

Tender Value

₹3.8 L

EMD Value

₹9,529

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-Chengannur Municipality Annual Plan 2026 -27 Thundathumala moolappadav road renovation ward 20 pro no 136 General Civil Work

Tender Information

Tender ID

2026_LSGD_871662_8

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

₹9,529

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

22 Sept 2026

Published

22 Sept 2026

Bid Opening

1 Oct 2026

Download Starts

22 Sept 2026

Download Ends

29 Sept 2026

Submission Starts

22 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (3 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Chengannur Municipality 2026-27
1.001	OD145539/2026-2027:modified OD 3.2 Scarifying Existing road Surface to a Depth of 150 mm by Mechanical Means &recompacting aggregate obtained from scarifying with power roller	236.25	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. <br>(ii) Using Gravel mix soil.	11.08	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)	36.79	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_1478180.xls

BOQ • 0.30 MB

preliminary.pdf

Tender Documents • 0.25 MB

sbd.pdf

Tender Documents • 0.94 MB

fot.pdf

Tender Documents • 0.24 MB

affidavit.pdf

Tender Documents • 0.23 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Chengannur Municipality 2026-27
1.001	OD145539/2026-2027:modified OD 3.2 Scarifying Existing road Surface to a Depth of 150 mm by Mechanical Means &recompacting aggregate obtained from scarifying with power roller	236.25	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. <br>(ii) Using Gravel mix soil.	11.08	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)	36.79	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Chengannur Municipality 2026-27

1.001

OD145539/2026-2027:modified OD 3.2 Scarifying Existing road Surface to a Depth of 150 mm by Mechanical Means &recompacting aggregate obtained from scarifying with power roller

236.25

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. <br>(ii) Using Gravel mix soil.

11.08

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)

36.79

cum