Kerala

To Be Opened

Works

Civil Works - Roads

LAC-ADS-MLA ADS 2025-26- 300 Acre-Janaki Estate Road -Rajakkad GP

Directorate of Panchayat

Rajakkad GP | Idukki, Kerala

Amount: ₹25.4 LCloses: 30 Jun 2026Closed

Timeline

Published12 Jun 2026
Closed30 Jun 2026
Bid Opening2 Jul 2026

Tender Value

₹25.4 L

EMD Value

₹50,000

Closing Date

30 Jun 2026, 4:00 pmClosed

Tender Inviting Organisation

Name

Aravind G S

Address

Secretary Rajakkad Grama Panchayat

Work Description

LAC-ADS-MLA ADS 2025-26- 300 Acre-Janaki Estate Road -Rajakkad GP

Tender Information

Tender ID

2026_DP_855641_2

Reference Number

01/2025-26/Sec/RJKD/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

90 days

Location

Rajakkad GP

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)

RequiredFOT (.pdf)

RequiredAffidavit (.pdf)

RequiredEpay (.pdf)

RequiredPreliminary Agreement (.pdf)

RequiredBOQ (.xls)

RequiredIpact (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹50,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

12 Jun 2026

Published

12 Jun 2026

Bid Opening

2 Jul 2026

Download Starts

12 Jun 2026

Download Ends

30 Jun 2026

Submission Starts

12 Jun 2026

Clarification Period

12 Jun 2026 - 30 Jun 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road concreting
1.001	3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	0.2	cum	-	-
1.002	3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.	0.2	cum	-	-
1.003	75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	0.2	cum	-	-
1.004	OD296640/2025-2026:Providing and fixing good quality Granite Name Board with lettering including all cost of materials conveyance, labour charge etc complete	-	each	-	-

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 • 0.63 MB

Work Item Documents

PreliminaryAgreement.pdf

Tender Documents • 0.24 MB

Epay.pdf

Tender Documents • 0.23 MB

Affidavit.pdf

Tender Documents • 0.23 MB

Ipact.pdf

Tender Documents • 0.23 MB

BOQ_1446090.xls

BOQ • 0.30 MB

SBD.pdf

Tender Documents • 1.00 MB

FOT.pdf

Tender Documents • 0.24 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 concreting
1.001	3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	0.2	cum	-	-
1.002	3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.	0.2	cum	-	-
1.003	75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	0.2	cum	-	-
1.004	OD296640/2025-2026:Providing and fixing good quality Granite Name Board with lettering including all cost of materials conveyance, labour charge etc complete	-	each	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road concreting

1.001

3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

0.2

cum

1.002

3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.

0.2

cum

1.003

75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

0.2

cum

1.004

OD296640/2025-2026:Providing and fixing good quality Granite Name Board with lettering including all cost of materials conveyance, labour charge etc complete

each