Kerala

To Be Opened

Works

Civil Works - Roads

113/2026-27 Nellikkattuparambu Theater Road Improvement in Ward 6 Ayiloor GP

Local Self Government Department

Ayiloor GP | Palakkad, Kerala

Amount: ₹2.5 LCloses: 12 Oct 2026Closed

Timeline

Published3 Oct 2026
Closed12 Oct 2026
Bid Opening14 Oct 2026

Tender Value

₹2.5 L

EMD Value

₹6,337

Closing Date

12 Oct 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Assistant Engineer

Address

Office of the Asst Engineer LID EW Section Ayiloor GP

Work Description

113/2026-27 Nellikkattuparambu Theater Road Improvement in Ward 6 Ayiloor GP

Tender Information

Tender ID

2026_LSGD_875803_5

Reference Number

01/ETR/AE/LID EW/AYILOOR/T1/26-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

240 days

Location

Ayiloor GP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredTENDER SCHEDULE (BOQ (.xls)

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSCANNED COPY OF E - PAYMENT FORM (.pdf)

RequiredSCANNED COPY OF INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT (.pdf)

RequiredSCANNED COPY OF FORM OF TENDER (.pdf)

RequiredSBD DOWNLOADED FROM E TENDER WEBSITE (.pdf)

Fee & Financial Details

Tender Fee Amount

₹560

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹6,337

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

3 Oct 2026

Published

3 Oct 2026

Bid Opening

14 Oct 2026

Download Starts

3 Oct 2026

Download Ends

12 Oct 2026

Submission Starts

3 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (5 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Reconcreting
1.001	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)	7.92	cum	-	-
2Interlocking
2.001	OD174456/2026-2027:Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick crushed stone chips , filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge	132.8	sqm	-	-
2.002	OD174472/2026-2027:Granular Sub-base/base course with local material(Table 400.13)(A)by Mix in place Method.Construction of Granular sub base by providing local material, spreading in uniform layers with manually mixing,by mix in place method and compacting with rammers to achive the desireddensity,complete as per clause 408(1)using naturally occuring gravel	9.96	cum	-	-
2.003	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.	132.8	sqm	-	-
2.004	OD183801/2026-2027:Name board	1	1 nos	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.68 MB

Tendernotice_2.pdf

PDF • 0.13 MB

Tendernotice_3.pdf

PDF • 0.12 MB

Work Item Documents

BOQ_1487080.xls

BOQ • 0.30 MB

PRELI.pdf

Tender Documents • 0.25 MB

AFF.pdf

Tender Documents • 0.23 MB

FORM.pdf

Tender Documents • 0.25 MB

BID_merged.pdf

Tender Documents • 4.10 MB

Ready to Participate?

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Reconcreting
1.001	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)	7.92	cum	-	-
2Interlocking
2.001	OD174456/2026-2027:Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick crushed stone chips , filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge	132.8	sqm	-	-
2.002	OD174472/2026-2027:Granular Sub-base/base course with local material(Table 400.13)(A)by Mix in place Method.Construction of Granular sub base by providing local material, spreading in uniform layers with manually mixing,by mix in place method and compacting with rammers to achive the desireddensity,complete as per clause 408(1)using naturally occuring gravel	9.96	cum	-	-
2.003	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.	132.8	sqm	-	-
2.004	OD183801/2026-2027:Name board	1	1 nos	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Reconcreting

1.001

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)

7.92

cum

2Interlocking

2.001

OD174456/2026-2027:Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick crushed stone chips , filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge

132.8

sqm

2.002

OD174472/2026-2027:Granular Sub-base/base course with local material(Table 400.13)(A)by Mix in place Method.Construction of Granular sub base by providing local material, spreading in uniform layers with manually mixing,by mix in place method and compacting with rammers to achive the desireddensity,complete as per clause 408(1)using naturally occuring gravel

9.96

cum

2.003

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.

132.8

sqm

2.004

OD183801/2026-2027:Name board

1 nos