Kerala

Active

Works

Civil Works - Roads

TVDR GP 2026-27-Project No. 98/27 Renovation of Thamarapalli padi Palaprapadi Road at Ward 11

Local Self Government Department

Thiruvanvandoor | Alappuzha, Kerala

Amount: Refer DocsCloses: 14 Oct 20263d left

Tenderkart AI

Reads all tender documents

Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.

Timeline

Published7 Oct 2026
Closes14 Oct 2026
Bid Opening16 Oct 2026

Tender Value

Refer Docs

EMD Value

₹21,340

Closing Date

14 Oct 2026, 5:00 pm3d left

Tender Inviting Organisation

Name

AE LSGD

Address

AE LSGD Thiruvanvandoor GP

Work Description

TVDR GP 2026-27-Project No. 98/27 Renovation of Thamarapalli padi Palaprapadi Road at Ward 11

Tender Information

Tender ID

2026_LSGD_876743_1

Reference Number

98/AE/LSGD/TVDR/26-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

90 days

Location

Thiruvanvandoor

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)

RequiredSTANDARD BID DOCUMENT WITH NIT (.pdf)

RequiredBID SECURITY REMITTANCE, BID SUBMISSION FEE REMITTANCE, BIDDER VALID REGISTRATION CERTIFICATE (.pdf)

RequiredBID SUBMISSION LETTER AS PER ITEM No. 1 PART VI OF SBD (.pdf)

RequiredPRELIMINARY AGREEMENT AS PER ITEM No. 2 PART VI OF SBD, AFFIDAVIT AS PER ITEM No. 4 PART VI OF SBD (.pdf)

RequiredREQUISITION OF E PAYMENT AS PER ITEM No.6 PART VI OF SBD (.pdf)

RequiredINTEGRITY PACT CERTIFICATE AS PER ITEM No. 3 PART VI OF SBD (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,885

EMD Fee Amount

₹21,340

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

7 Oct 2026

Published

7 Oct 2026

Bid Opening

16 Oct 2026

Download Starts

7 Oct 2026

Download Ends

14 Oct 2026

Submission Starts

7 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Renovation
1.001	OD83254/2026-2027:Scarifying the existing road surface to a depth of 150 mm by mechanical means and recompacting aggregate obtained from scarifying with power roller	502.5	per 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. (ii) Using Gravel mix soil.	62.31	cum	-	-
1.003	OD129092/2026-2027:Providing and Laying of Interlocking Concrete Block Pavements having thickness 80mm M30 Grade over 50mm thick crushed stone of 6.70mm size, as per drawing and Technical Specification Clause 1504(Based on 6.7.1)	545.85	sqm	-	-
1.004	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)	8.71	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 • 0.21 MB

Work Item Documents

affidavit.pdf

Tender Documents • 0.23 MB

epay.pdf

Tender Documents • 0.23 MB

preliminary.pdf

Tender Documents • 0.18 MB

viewsbd.pdf

Tender Documents • 1.66 MB

ipact.pdf

Tender Documents • 0.23 MB

tenderform.pdf

Tender Documents • 0.24 MB

BOQ_1489346.xls

BOQ • 0.30 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 Renovation
1.001	OD83254/2026-2027:Scarifying the existing road surface to a depth of 150 mm by mechanical means and recompacting aggregate obtained from scarifying with power roller	502.5	per 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. (ii) Using Gravel mix soil.	62.31	cum	-	-
1.003	OD129092/2026-2027:Providing and Laying of Interlocking Concrete Block Pavements having thickness 80mm M30 Grade over 50mm thick crushed stone of 6.70mm size, as per drawing and Technical Specification Clause 1504(Based on 6.7.1)	545.85	sqm	-	-
1.004	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)	8.71	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road Renovation

1.001

OD83254/2026-2027:Scarifying the existing road surface to a depth of 150 mm by mechanical means and recompacting aggregate obtained from scarifying with power roller

502.5

per 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. (ii) Using Gravel mix soil.

62.31

cum

1.003

OD129092/2026-2027:Providing and Laying of Interlocking Concrete Block Pavements having thickness 80mm M30 Grade over 50mm thick crushed stone of 6.70mm size, as per drawing and Technical Specification Clause 1504(Based on 6.7.1)

545.85

sqm

1.004

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)

8.71

cum