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-VARAVOOR GRAMAPANCHAYATH 2026-27 KAKKADKUNNU COLONY ROAD INTERLOCK PAVING AT WARD 12-( PROJECT NO 84/27 )

Local Self Government Department

VARAVOOR GP OFFICE | Thrissur, Kerala

Amount: ₹6.7 LCloses: 12 Oct 2026

Timeline

Published1 Oct 2026
Closes12 Oct 2026
Bid Opening13 Oct 2026

Tender Value

₹6.7 L

EMD Value

₹16,834

Closing Date

12 Oct 2026, 3:00 pm

Tender Inviting Organisation

Name

AE LSGD VARAVOOR GP

Address

AE LSGD VARAVOOR GP

Work Description

INTERLOCK PAVING ( ROAD WORK )

Tender Information

Tender ID

2026_LSGD_875060_1

Reference Number

03/T1/AE/LSGD/VVR/26-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

VARAVOOR GP OFFICE

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

Required1. STANDARD BID DOCUMENT ( SBD ) (.pdf)

Required2. NOTICE INVITING TENDER ( NIT ) (.pdf)

Required3. COPY OF REMITTANCE TOWARDS BID SUBMISSION FEE AND BID SECURITY (.pdf)

Required4. SELF ATTESTED COPY OF BIDDERS VALID REGISTRATION CERTIFICATE AS PER CLAUSE 1 OF SBD (.pdf)

Required5. DULY FILLED SIGNED COPY OF BID SUBMISSION LETTER AS PER ITEM NO 1 PART VI OF SBD (.pdf)

Required6. DULY FILLED SIGNED COPY OF PRILIMINARY AGREEMENT AS PER ITEM NO 2 , PART VI OF SBD (.pdf)

Required7. DULY FILLED SIGNED COPY OF INTEGRITY PACT CERTIFICATE AS PER ITEN NO 3 , PART VI OF SBD (.pdf)

Required8. DULY FILLED SIGNED COPY OF AFFIDAVIT AS PER ITEM NO 4 , PART VI OF SBD (.pdf)

Required9. DULY FILLED SIGNED COPY OF REQUISITION OF E PAYMENT FORM AS PER ITEM NO 6 , PART VI OF SBD (.pdf)

Required10. BILL OF QUANTITY ( BOQ ) (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,485

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹16,834

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

1 Oct 2026

Published

1 Oct 2026

Bid Opening

13 Oct 2026

Download Starts

1 Oct 2026

Download Ends

12 Oct 2026

Submission Starts

1 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD IMPROVEMENT WORKS
1.001	3.2: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 disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	457.5	sqm	-	-
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.	45.75	cum	-	-
1.003	OD205936/2026-2027:Supplying and laying interlocking Cement Concrete paver block tiles 80mm or nearest size thickness,minimum strength M40(confirming to IS 15658:2006, for Medium traffic Low volume roads)including providing a layer of 6 mm aggregate for 5 mm thickness, then laying interlock C C paver block tiles in lines and levels as per the directions of the departmental officers at site, inclusive of all costand conveyance chargesnetc. complete (MoRTH 55.23 modified).	427.5	1 sqm	-	-
1.004	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)	4.59	cum	-	-

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

SBD.pdf

Tender Documents • 1.91 MB

BOQ_1485516.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD IMPROVEMENT WORKS
1.001	3.2: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 disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	457.5	sqm	-	-
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.	45.75	cum	-	-
1.003	OD205936/2026-2027:Supplying and laying interlocking Cement Concrete paver block tiles 80mm or nearest size thickness,minimum strength M40(confirming to IS 15658:2006, for Medium traffic Low volume roads)including providing a layer of 6 mm aggregate for 5 mm thickness, then laying interlock C C paver block tiles in lines and levels as per the directions of the departmental officers at site, inclusive of all costand conveyance chargesnetc. complete (MoRTH 55.23 modified).	427.5	1 sqm	-	-
1.004	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)	4.59	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1ROAD IMPROVEMENT WORKS

1.001

3.2: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 disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

457.5

sqm

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.

45.75

cum

1.003

OD205936/2026-2027:Supplying and laying interlocking Cement Concrete paver block tiles 80mm or nearest size thickness,minimum strength M40(confirming to IS 15658:2006, for Medium traffic Low volume roads)including providing a layer of 6 mm aggregate for 5 mm thickness, then laying interlock C C paver block tiles in lines and levels as per the directions of the departmental officers at site, inclusive of all costand conveyance chargesnetc. complete (MoRTH 55.23 modified).

427.5

1 sqm

1.004

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)

4.59

cum