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Civil Works - Roads

Chengannur Municipality 2026-27 Pro no 139-Karippalil road renovation ward 4-General Civil Work

Local Self Government Department

Chengannur Municipality | Alappuzha, Kerala

Amount: ₹3.8 LCloses: 29 Sept 20262d left

Timeline

Published22 Sept 2026
Closes29 Sept 2026
Bid Opening1 Oct 2026

Tender Value

₹3.8 L

EMD Value

₹9,533

Closing Date

29 Sept 2026, 6:00 pm2d left

Tender Inviting Organisation

Name

Rajeena B

Address

Office of the Assistant Engineer , Chengannur MunicipalitY

Work Description

Chengannur Municipality 2026-27 Pro no 139-Karippalil road renovation ward 4-General Civil Work

Tender Information

Tender ID

2026_LSGD_871662_10

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

₹845

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹9,533

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 (2 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road naveekaranam
1.001	OD142574/2026-2027:modified OD 3.2 Scarifying Existing road Surface to a Depth of 150 mm by Mechanical Means &amp;recompacting aggregate obtained from scarifying with power roller	265	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)	39.66	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

preliminary.pdf

Tender Documents • 0.25 MB

affidavit.pdf

Tender Documents • 0.23 MB

sbd.pdf

Tender Documents • 0.95 MB

fot.pdf

Tender Documents • 0.25 MB

BOQ_1478243.xls

BOQ • 0.30 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 naveekaranam
1.001	OD142574/2026-2027:modified OD 3.2 Scarifying Existing road Surface to a Depth of 150 mm by Mechanical Means &amp;recompacting aggregate obtained from scarifying with power roller	265	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)	39.66	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road naveekaranam

1.001

OD142574/2026-2027:modified OD 3.2 Scarifying Existing road Surface to a Depth of 150 mm by Mechanical Means &amp;recompacting aggregate obtained from scarifying with power roller

265

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)

39.66

cum