Kerala

Financial Eval

Works

Civil Works - Roads

Re-VGP- Pro. No. 136/25-26 Thazhvaram Road Interlock Ward 14 of Velukkara Grama Panchayat under Annual Plan 2025-26

Local Self Government Department

velukkaraGP, P.O.Kottanallur | Thrissur, Kerala

Amount: ₹1.7 LCloses: 19 Jun 2026Closed

Timeline

Published10 Jun 2026
Closed19 Jun 2026
Technical Evaluation20 Aug 2026
Financial Evaluation20 Aug 2026
Award—

Bids

Percentage

4 Bids20 Aug 2026

#	Company	Amount	Rank	Status
1	JOSEPH K P L1₹1.5 LAccepted-Finance ERINJAD GRAMA PANCHAYATH	₹1.5 L	L1	Accepted-Finance L1 lowest quated
2	DILISH K M L2₹1.7 L+₹11,162 (7.22%)Rejected-Finance	₹1.7 L+₹11,162 (7.22%)	L2	Rejected-Finance lL2not lowest quated
3	JIJO NG L3₹1.7 L+₹12,854 (8.32%)Rejected-Finance	₹1.7 L+₹12,854 (8.32%)	L3	Rejected-Finance lL3 not lowest quated
4	MURALI P N L3₹1.7 L+₹12,854 (8.32%)Rejected-Finance	₹1.7 L+₹12,854 (8.32%)	L3	Rejected-Finance lL3 not lowest quated

Tender Value

₹1.7 L

EMD Value

₹4,228

Closing Date

19 Jun 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

AE LSGD

Address

AE,LSGD Section Office Velukkara GP, P.O.Kottanellur,Thrissur

Work Description

interlocking

Tender Information

Tender ID

2026_LSGD_847646_2

Reference Number

1/T13/AEVLK/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

270 days

Location

velukkaraGP, P.O.Kottanallur

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredScanned copy of registration certificate showing valididity attested by a gazette officer, (.pdf)

RequiredPreliminary Agreement (.pdf)

RequiredGST Certificate (.pdf)

RequiredAffidavit (.pdf)

RequiredForm of Tender (.pdf)

RequiredEpayment form (.pdf)

RequiredSBD (.pdf)

RequiredIndigrity (.pdf)

RequiredSigned copy fee details (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹4,228

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

20 Aug 2026

Published

10 Jun 2026

Bid Opening

20 Jun 2026

Download Starts

10 Jun 2026

Download Ends

19 Jun 2026

Submission Starts

10 Jun 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 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1INTERLOCKING TILE WORK
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.	-	cum	16.07	-
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.	-	cum	2,484.07	-
1.003	OD418578/2025-2026:Supplying and laying interlocking cement concrete paver block tiles 80mm or nearest size thickness minimum strength M40 [ conforming to IS 15658: 2006, for medium traffic low volume roads ] including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock CC paver block tile in lines and levels as per the direction of the departmental officers at site, inclusive of all cost & amp; conveyance charge etc. complete [morth 55.23 modified]	1	sqm	1,193.43	₹1,192.24
1.004	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)	-	cum	9,563.75	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Evaluation

fin_eval.pdf

PDF

Bid Opening Summary

finance_1445053.pdf

PDF

boq_comp_chart.xlsx

xlsx

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 • 0.02 MB

Tendernotice_2.pdf

PDF • 0.02 MB

Tendernotice_3.pdf

PDF • 1.00 MB

Work Item Documents

ST.pdf

Tender Documents • 2.35 MB

BOQ_1445053.xls

BOQ • 0.24 MB

AT.pdf

Tender Documents • 0.07 MB

FT.pdf

Tender Documents • 0.01 MB

PA.pdf

Tender Documents • 0.08 MB

Ready to Participate?

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Company

JOSEPH K P

L1₹1.5 LAccepted-Finance

ERINJAD GRAMA PANCHAYATH

DILISH K M

L2₹1.7 L+₹11,162 (7.22%)Rejected-Finance

JIJO NG

L3₹1.7 L+₹12,854 (8.32%)Rejected-Finance

MURALI P N

L3₹1.7 L+₹12,854 (8.32%)Rejected-Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1INTERLOCKING TILE WORK
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.	-	cum	16.07	-
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.	-	cum	2,484.07	-
1.003	OD418578/2025-2026:Supplying and laying interlocking cement concrete paver block tiles 80mm or nearest size thickness minimum strength M40 [ conforming to IS 15658: 2006, for medium traffic low volume roads ] including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock CC paver block tile in lines and levels as per the direction of the departmental officers at site, inclusive of all cost & amp; conveyance charge etc. complete [morth 55.23 modified]	1	sqm	1,193.43	₹1,192.24
1.004	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)	-	cum	9,563.75	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1INTERLOCKING TILE WORK

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.

cum

16.07

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.

cum

2,484.07

1.003

OD418578/2025-2026:Supplying and laying interlocking cement concrete paver block tiles 80mm or nearest size thickness minimum strength M40 [ conforming to IS 15658: 2006, for medium traffic low volume roads ] including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock CC paver block tile in lines and levels as per the direction of the departmental officers at site, inclusive of all cost & amp; conveyance charge etc. complete [morth 55.23 modified]

sqm

1,193.43

₹1,192.24

1.004

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)

cum

9,563.75