Kerala

Active

Works

Civil Works - Roads

Renovation of stadium chirayamalilpadi road-In Nedumpuram G P General Civil Work

Local Self Government Department

Nedumpuram G P | Pathanamthitta, Kerala

Amount: ₹3.0 LCloses: 5 Oct 20264d left

Timeline

Published28 Sept 2026
Closes5 Oct 2026
Bid Opening8 Oct 2026

Tender Value

₹3.0 L

EMD Value

₹7,387

Closing Date

5 Oct 2026, 6:00 pm4d left

Tender Inviting Organisation

Name

Address

LID AND EW NEDUMPURAM

Work Description

Renovation of stadium chirayamalilpadi road-In Nedumpuram G P General Civil Work

Tender Information

Tender ID

2026_LSGD_873840_1

Reference Number

110/ae/lsgd/26-27/1-1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

210 days

Location

Nedumpuram G P

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredNIT (.pdf)

RequiredSBD (.pdf)

RequiredPreliminary agreement (.pdf)

RequiredForm of tender (.pdf)

RequiredAffidavit (.pdf)

RequiredE Payment form (.pdf)

RequiredI PACT (.pdf)

Fee & Financial Details

Tender Fee Amount

₹655

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹7,387

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

28 Sept 2026

Published

28 Sept 2026

Bid Opening

8 Oct 2026

Download Starts

28 Sept 2026

Download Ends

5 Oct 2026

Submission Starts

28 Sept 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (3 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1RENOVATION OF ROAD
1.001	OD172235/2026-2027: 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 spreading, compacting re-using the scarified material after disposal of debris and after rolling with static roller to obtain a proper camber road surface . Modi. 3.14	184.3	sqm	18.32	₹3,376.38
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. <br>(ii) Using Gravel mix soil.	15.35	cum	2,484.07	₹38,130.47
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)	27.65	cum	9,186.73	₹2,53,967.15

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

Work Item Documents

SBD.pdf

Tender Documents • 0.97 MB

BOQ_1482704.xls

BOQ • 0.30 MB

prelim.pdf

Tender Documents • 0.25 MB

form.pdf

Tender Documents • 0.24 MB

affi.pdf

Tender Documents • 0.23 MB

epay.pdf

Tender Documents • 0.23 MB

ipact.pdf

Tender Documents • 0.23 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
1RENOVATION OF ROAD
1.001	OD172235/2026-2027: 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 spreading, compacting re-using the scarified material after disposal of debris and after rolling with static roller to obtain a proper camber road surface . Modi. 3.14	184.3	sqm	18.32	₹3,376.38
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. <br>(ii) Using Gravel mix soil.	15.35	cum	2,484.07	₹38,130.47
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)	27.65	cum	9,186.73	₹2,53,967.15

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1RENOVATION OF ROAD

1.001

OD172235/2026-2027: 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 spreading, compacting re-using the scarified material after disposal of debris and after rolling with static roller to obtain a proper camber road surface . Modi. 3.14

184.3

sqm

18.32

₹3,376.38

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. <br>(ii) Using Gravel mix soil.

15.35

cum

2,484.07

₹38,130.47

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)

27.65

cum

9,186.73

₹2,53,967.15