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Annual Plan-KEEZHARIYUR GP - 2026-27 -PROJECT NO - 196/27-MADATHILTHAZHE NADUVATHUR UP SCHOOL ROAD RENOVATION

Local Self Government Department

KEEZHARIYUR GP | Kozhikode, Kerala

Amount: ₹4.9 LCloses: 8 Oct 20264d left

Timeline

Published1 Oct 2026
Closes8 Oct 2026
Bid Opening12 Oct 2026

Tender Value

₹4.9 L

EMD Value

₹12,225

Closing Date

8 Oct 2026, 6:00 pm4d left

Tender Inviting Organisation

Name

O/O AE LID EW SECTION KEEZHARIYUR GP

Address

O/O AE LID EW SECTION KEEZHARIYUR GP

Work Description

ROAD CONCRETE

Tender Information

Tender ID

2026_LSGD_875412_1

Reference Number

AE/KZR/26-27/01

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

KEEZHARIYUR 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

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)

RequiredTENDER SCHEDULE (BOQ) (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,080

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹12,225

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

1 Oct 2026

Published

1 Oct 2026

Bid Opening

12 Oct 2026

Download Starts

1 Oct 2026

Download Ends

8 Oct 2026

Submission Starts

1 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (5 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD RENOVATION
1.001	3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.	229.5	sqm	-	-
1.002	OD212484/2026-2027:Construction of granular sub base by providing departmental material spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with smooth wheel roller to achieve the desired density complete as per technical specification clause 401 1)for grading 1 material	5.74	cum	-	-
1.003	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material	25.61	cum	-	-
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)	34.43	cum	-	-
1.005	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)	11.34	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.06 MB

Tendernotice_2.pdf

PDF • 0.25 MB

Work Item Documents

PA.pdf

Tender Documents • 0.26 MB

EP.pdf

Tender Documents • 0.23 MB

AFD.pdf

Tender Documents • 0.24 MB

S.pdf

Tender Documents • 0.96 MB

FOT.pdf

Tender Documents • 0.25 MB

BOQ_1486221.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD RENOVATION
1.001	3.1:Preparation of Foundation for Embankment <br> Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means<br> Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.	229.5	sqm	-	-
1.002	OD212484/2026-2027:Construction of granular sub base by providing departmental material spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with smooth wheel roller to achieve the desired density complete as per technical specification clause 401 1)for grading 1 material	5.74	cum	-	-
1.003	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material	25.61	cum	-	-
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)	34.43	cum	-	-
1.005	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)	11.34	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1ROAD RENOVATION

1.001

3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.

229.5

sqm

1.002

OD212484/2026-2027:Construction of granular sub base by providing departmental material spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with smooth wheel roller to achieve the desired density complete as per technical specification clause 401 1)for grading 1 material

5.74

cum

1.003

4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material

25.61

cum

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)

34.43

cum

1.005

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)

11.34

cum