Kerala

Financial BO

Works

Civil Works - Roads

Vengola GP Pro.No.117 /2025-26 -CHIRAKKAKUDY ROAD NAVEEKARANAM WARD 7

Local Self Government Department

VENGOLA | Ernakulam, Kerala

Amount: ₹1.3 LCloses: 30 Sept 202629 Sept 2026Closed

Timeline

Published22 Sept 2026
Closed30 Sept 2026
Financial Evaluation—
Award—

Corrigenda

Corrigendum

1 updatesLatest on 29 Sept 2026Submission Ends:29 Sept 202630 Sept 2026

Date changes

Download Ends29 Sept 202630 Sept 2026Clarification Ends29 Sept 202630 Sept 2026Submission Ends29 Sept 202630 Sept 2026

Tender Value

₹1.3 L

EMD Value

₹3,289

Closing Date

30 Sept 2026, 11:00 amClosed

Tender Inviting Organisation

Name

Assistant Engineer ,

Address

Office of the Assistant Engineer, LID and EW Section, Vengola GP.

Work Description

Vengola GP Pro.No.117 /2025-26 -CHIRAKKAKUDY ROAD NAVEEKARANAM WARD 7

Tender Information

Tender ID

2026_LSGD_871535_14

Reference Number

04/AE/LID EW/VGLA

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

VENGOLA

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT .pdf (.pdf)

RequiredSCANNED COPY OF INTEGRITY PACT CERTIFICATE .pdf (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT .pdf (.pdf)

RequiredSCANNED COPY OF E - PAYMENT FORM .pdf (.pdf)

RequiredSCANNED COPY OF FORM OF TENDER .pdf (.pdf)

RequiredSBD DOWNLOADED FROM E TENDER WEBSITE .pdf (.pdf)

RequiredFEE REMITTED DETAILS .pdf (.pdf)

RequiredSCANNED COPY OF LICENSE .pdf (.pdf)

RequiredSCANNED COPY OF GST pdf (.pdf)

RequiredTENDER SCHEDULE (BOQ) .XLS (.xls)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹3,289

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

14 Oct 2026

Published

22 Sept 2026

Bid Opening

1 Oct 2026

Download Starts

22 Sept 2026

Download Ends

30 Sept 2026

Submission Starts

22 Sept 2026

Clarification Period

22 Sept 2026 - 30 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (3 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD
1.001	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material	6.75	cum	-	-
1.002	OD320087/2025-2026:Providing and laying Hydraulic interlocking concrete block pavements having thickness 80mm, M40 grade made by block making machine of approved size, shape and design laid in required design and pattern over 50 mm thick compacted bed of approved cushion material, compacting and proper embedding of interlocking paver block into the bedding layer through plate vibrator etc complete as per direction of Engineer in charge etc complete.	90	sqm	-	-
1.003	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)	0.5	cum	-	-

Stage Documents

Stage Summary Snapshot

stage.html

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Documents

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Tender Page Snapshot

details.html

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NIT Documents

Tendernotice_1.pdf

PDF • 0.22 MB

Work Item Documents

BOQ_1477402.xls

BOQ • 0.30 MB

viewsbd.pdf

Tender Documents • 1.72 MB

Corrigendum Documents

TIMEEXTENSION.pdf

PDF • 0.33 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD
1.001	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material	6.75	cum	-	-
1.002	OD320087/2025-2026:Providing and laying Hydraulic interlocking concrete block pavements having thickness 80mm, M40 grade made by block making machine of approved size, shape and design laid in required design and pattern over 50 mm thick compacted bed of approved cushion material, compacting and proper embedding of interlocking paver block into the bedding layer through plate vibrator etc complete as per direction of Engineer in charge etc complete.	90	sqm	-	-
1.003	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)	0.5	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1ROAD

1.001

4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material

6.75

cum

1.002

OD320087/2025-2026:Providing and laying Hydraulic interlocking concrete block pavements having thickness 80mm, M40 grade made by block making machine of approved size, shape and design laid in required design and pattern over 50 mm thick compacted bed of approved cushion material, compacting and proper embedding of interlocking paver block into the bedding layer through plate vibrator etc complete as per direction of Engineer in charge etc complete.

sqm

1.003

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)

0.5

cum