Kerala

Active

Works

Civil Works - Roads

Annual Plan-VNGR/30/26-27/Panamkuzhy Moozhikkalkadavu Road Renovation Ward 1

Local Self Government Department

VENGOOR | Ernakulam, Kerala

Amount: ₹11.0 LCloses: 5 Oct 2026

Timeline

Published26 Sept 2026
Closes5 Oct 2026
Bid Opening6 Oct 2026

Tender Value

₹11.0 L

EMD Value

₹27,529

Closing Date

5 Oct 2026, 1:00 pm

Tender Inviting Organisation

Name

Assistant Engineer

Address

OFFICE OF THE ASSISTANT ENGINEER,LID EW SECTION, VENGOOR GP

Work Description

Annual Plan-VNGR/30/2026-27/Panamkuzhy Moozhikkalkadavu Road Renovation Ward 1

Tender Information

Tender ID

2026_LSGD_872771_1

Reference Number

ET1/30/AE/LIDEW/VNGR 2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

VENGOOR

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSCANNED COPY OF E PAYMENT CERTIFICATE (.pdf)

RequiredSCANNED COPY OF FORM OF TENDER AND INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT (.pdf)

RequiredSBD DOWNLOADED FROM E TENDER SITE (.pdf)

RequiredSCANNED COPY OF LICENCE AND GST (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹27,529

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

26 Sept 2026

Published

26 Sept 2026

Bid Opening

6 Oct 2026

Download Starts

26 Sept 2026

Download Ends

5 Oct 2026

Submission Starts

26 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (5 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Maintenance
1.001	3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	474	sqm	-	-
1.002	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	35.55	cum	-	-
1.003	OD150165/2026-2027:Providing and laying Interlocking concrete block pavements using 80 mm M40 hydraulic blocksof approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50 mm average thickness etc complete as per the direction of Engineer-in-charge	474	sqm	-	-
1.004	OD161101/2026-2027:od1278785/2021_2022 :Sectioning up to 150mm and forming the surface for OLD road way levelling, cambering etc complete as per direction of Engineer in charge	221.6	sqm	-	-
1.005	OD160344/2026-2027:Providing Plain cement concrete for ROAD WORK exclusive of formwork CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction using needle vibrator, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) Modified 75.8.1	44.02	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 • 0.05 MB

Work Item Documents

BOQ_1480243.xls

BOQ • 0.30 MB

Pre.pdf

Tender Documents • 7.24 MB

fot.pdf

Tender Documents • 7.24 MB

affidavit.pdf

Tender Documents • 7.24 MB

SBD.pdf

Tender Documents • 1.74 MB

epay.pdf

Tender Documents • 7.24 MB

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Maintenance
1.001	3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	474	sqm	-	-
1.002	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	35.55	cum	-	-
1.003	OD150165/2026-2027:Providing and laying Interlocking concrete block pavements using 80 mm M40 hydraulic blocksof approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50 mm average thickness etc complete as per the direction of Engineer-in-charge	474	sqm	-	-
1.004	OD161101/2026-2027:od1278785/2021_2022 :Sectioning up to 150mm and forming the surface for OLD road way levelling, cambering etc complete as per direction of Engineer in charge	221.6	sqm	-	-
1.005	OD160344/2026-2027:Providing Plain cement concrete for ROAD WORK exclusive of formwork CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction using needle vibrator, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) Modified 75.8.1	44.02	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road Maintenance

1.001

3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

474

sqm

1.002

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

35.55

cum

1.003

OD150165/2026-2027:Providing and laying Interlocking concrete block pavements using 80 mm M40 hydraulic blocksof approved size, design and shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50 mm average thickness etc complete as per the direction of Engineer-in-charge

474

sqm

1.004

OD161101/2026-2027:od1278785/2021_2022 :Sectioning up to 150mm and forming the surface for OLD road way levelling, cambering etc complete as per direction of Engineer in charge

221.6

sqm

1.005

OD160344/2026-2027:Providing Plain cement concrete for ROAD WORK exclusive of formwork CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction using needle vibrator, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) Modified 75.8.1

44.02

cum