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Civil Works - Roads

36/26-27 RENOVATION OF VILLANCHIRA THADI DIPPO ROAD WARD 6-IN KAVALANGAD GP

Local Self Government Department

kavalangad | Ernakulam, Kerala

Amount: ₹7.3 LCloses: 6 Oct 2026

Timeline

Published26 Sept 2026
Closes6 Oct 2026
Bid Opening8 Oct 2026

Tender Value

₹7.3 L

EMD Value

₹18,343

Closing Date

6 Oct 2026, 5:00 pm

Tender Inviting Organisation

Name

Address

ae office kavalangad gp

Work Description

36/26-27 RENOVATION OF VILLANCHIRA THADI DIPPO ROAD WARD 6-IN KAVALANGAD GP

Tender Information

Tender ID

2026_LSGD_873451_1

Reference Number

17/26-27/AE/KVGP

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

kavalangad

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBid security Remittance and Bid submission letter as per item No.1 part VI of SBD (.pdf)

RequiredIntegnity pact certificate as per item No.3 part VI of SBD (.pdf)

RequiredPreliminary agreement as per item No.2 part VI of SBD (.pdf)

RequiredRequisition of e payment as per item No.6 part VI of SBD (.pdf)

RequiredAffidavit as per item No.4 Part VI of SBD (.pdf)

RequiredBidder validity Registration certificate Bid document with NIC and Bid submission fee remittance GST (.pdf)

Requiredboq (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,912

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹18,343

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

26 Sept 2026

Published

26 Sept 2026

Bid Opening

8 Oct 2026

Download Starts

26 Sept 2026

Download Ends

6 Oct 2026

Submission Starts

26 Sept 2026

Clarification Period

26 Sept 2026 - 6 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (3 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1INTERLOCK TILE PAVING
1.001	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.	594	sqm	-	-
1.002	OD215428/2026-2027:Providing and laying of Interlocking Concrete block pavements using 80mm thick M40 hydraulic blocks approved size design and shape laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness etc all complete as per the direction of engineer in charge.	514.8	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)	12.25	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 • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.06 MB

Work Item Documents

viewsbd.pdf

Tender Documents • 1.66 MB

BOQ_1481781.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1INTERLOCK TILE PAVING
1.001	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.	594	sqm	-	-
1.002	OD215428/2026-2027:Providing and laying of Interlocking Concrete block pavements using 80mm thick M40 hydraulic blocks approved size design and shape laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness etc all complete as per the direction of engineer in charge.	514.8	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)	12.25	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1INTERLOCK TILE PAVING

1.001

3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.

594

sqm

1.002

OD215428/2026-2027:Providing and laying of Interlocking Concrete block pavements using 80mm thick M40 hydraulic blocks approved size design and shape laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness etc all complete as per the direction of engineer in charge.

514.8

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)

12.25

cum