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Annual Plan-2026 27 Pr no 122 Inchakundu Alanolikkal road concreting in Varandarappilly gp -I n ward 11-General Civil Work

Local Self Government Department

Varandarappilly Gp | Thrissur, Kerala

Amount: ₹2.1 LCloses: 22 Oct 2026

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Timeline

Published9 Oct 2026
Closes22 Oct 2026
Bid Opening24 Oct 2026

Tender Value

₹2.1 L

EMD Value

₹5,283

Closing Date

22 Oct 2026, 6:00 pm

Tender Inviting Organisation

Name

Assistant Engineer,LSGD SEction varandarappilly Gp

Address

O/O Assistant Engineer ,LSGD Section varandarappilly GP Thrissur (dist)

Work Description

Annual Plan-2026 27 Pr no 122 Inchakundu Alanolikkal road concreting in Varandarappilly gp -I n ward 11-General Civil Work

Tender Information

Tender ID

2026_LSGD_877622_1

Reference Number

TN2-14/2026-27/AELSGD/VPLY

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Varandarappilly Gp

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredPre.agreement (.pdf)

RequiredE pay form (.pdf)

RequiredAffidavit (.pdf)

RequiredIntegrity pact (.pdf)

RequiredBoq (.xls)

RequiredSbd (.pdf)

RequiredContractors licence (.pdf)

RequiredNit (.pdf)

RequiredForm of tender (.pdf)

RequiredGST document (.pdf)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹5,283

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

9 Oct 2026

Published

9 Oct 2026

Bid Opening

24 Oct 2026

Download Starts

9 Oct 2026

Download Ends

22 Oct 2026

Submission Starts

9 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Concrete road
1.001	3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> 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.	18.63	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.	12.42	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)	18.63	cum	-	-
1.004	OD171905/2026-2027:Supplying and fixing MS Name board with 1.2m length post from ground level, having board dimension 80 x 45 c.m, lettering done with black enamel Paint on yellow back ground, including the cost of all materials , labour and conveyance charges etc complete.	1	no	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

BOQ_1491427.xls

BOQ • 0.30 MB

sbd.pdf

Tender Documents • 1.80 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Concrete road
1.001	3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> 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.	18.63	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.	12.42	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)	18.63	cum	-	-
1.004	OD171905/2026-2027:Supplying and fixing MS Name board with 1.2m length post from ground level, having board dimension 80 x 45 c.m, lettering done with black enamel Paint on yellow back ground, including the cost of all materials , labour and conveyance charges etc complete.	1	no	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Concrete road

1.001

3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> 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.

18.63

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.

12.42

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)

18.63

cum

1.004

OD171905/2026-2027:Supplying and fixing MS Name board with 1.2m length post from ground level, having board dimension 80 x 45 c.m, lettering done with black enamel Paint on yellow back ground, including the cost of all materials , labour and conveyance charges etc complete.