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Civil Works - Roads

Rennovation of Peedikaparambu padi - Payyankeril canal road-In Nedumpuram GP-General Civil Work

Local Self Government Department

Nedumpuram G P | Pathanamthitta, Kerala

Amount: ₹4.9 LCloses: 5 Oct 20265d left

Timeline

Published28 Sept 2026
Closes5 Oct 2026
Bid Opening8 Oct 2026

Tender Value

₹4.9 L

EMD Value

₹12,169

Closing Date

5 Oct 2026, 6:00 pm5d left

Tender Inviting Organisation

Name

Address

AE LSGD

Work Description

Rennovation of Peedikaparambu padi - Payyankeril canal road-In Nedumpuram GP-General Civil Work

Tender Information

Tender ID

2026_LSGD_873463_1

Reference Number

39/ae/lsgd/26-27/1-1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

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

RequiredNIT (.pdf)

RequiredSBD (.pdf)

Requiredpreliminary agreement (.pdf)

Requiredform of tender (.pdf)

Requiredaffidavit (.pdf)

RequiredE payment form (.pdf)

RequiredI PACT (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,075

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹12,169

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

Item RateBoQ_Ver3.0INR

BoQ1 (3 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Maintenance
1.001	2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately	2.6	cum	-	-
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.	3.38	cum	-	-
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)	51.55	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 • 0.28 MB

Work Item Documents

SBD.pdf

Tender Documents • 0.97 MB

BOQ_1481813.xls

BOQ • 0.30 MB

form.pdf

Tender Documents • 0.24 MB

affidavit.pdf

Tender Documents • 0.23 MB

ipact.pdf

Tender Documents • 0.23 MB

prelim.pdf

Tender Documents • 0.25 MB

epay.pdf

Tender Documents • 0.23 MB

Ready to Participate?

Download all tender documents and submit your bid

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Maintenance
1.001	2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately	2.6	cum	-	-
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.	3.38	cum	-	-
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)	51.55	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road Maintenance

1.001

2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately

2.6

cum

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.

3.38

cum

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)

51.55

cum