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Civil Works - Roads

Pro.no-180/27-RENOVATION OF PAKANARPURAM KUYYADIKKUNNU ROAD

Local Self Government Department

THURAYUR GP | Kozhikode, Kerala

Amount: ₹5.7 LCloses: 2 Oct 20264d left

Timeline

Published23 Sept 2026
Closes2 Oct 2026
Bid Opening3 Oct 2026

Tender Value

₹5.7 L

EMD Value

₹14,353

Closing Date

2 Oct 2026, 10:00 am4d left

Tender Inviting Organisation

Name

ANAGHA SREEJAN O

Address

LID AND EW THURAYUR GP

Work Description

Pro.no-180/27-RENOVATION OF PAKANARPURAM KUYYADIKKUNNU ROAD

Tender Information

Tender ID

2026_LSGD_872303_1

Reference Number

3/27 AE TENDER THURAYUR

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

THURAYUR 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

RequiredBOQ (.xls)

RequiredPA (.pdf)

RequiredFORM (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredSBD (.pdf)

RequiredIPACT (.pdf)

RequiredEPAY (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,270

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹14,353

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

23 Sept 2026

Published

23 Sept 2026

Bid Opening

3 Oct 2026

Download Starts

23 Sept 2026

Download Ends

2 Oct 2026

Submission Starts

23 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD
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.	345.3	sqm	-	-
1.002	OD153744/2026-2027:Granular Sub-base with scarified material By Mix in Place Method <br> Construction of granular sub-base by providing scarified 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	8.63	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	32.8	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)	51.8	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

viewsbd.pdf

Tender Documents • 1.81 MB

IPACT.pdf

Tender Documents • 0.38 MB

PA.pdf

Tender Documents • 0.46 MB

AFFIDAVIT.pdf

Tender Documents • 0.39 MB

EPAY.pdf

Tender Documents • 0.39 MB

FORM.pdf

Tender Documents • 0.39 MB

BOQ_1479194.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD
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.	345.3	sqm	-	-
1.002	OD153744/2026-2027:Granular Sub-base with scarified material By Mix in Place Method <br> Construction of granular sub-base by providing scarified 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	8.63	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	32.8	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)	51.8	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1ROAD

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.

345.3

sqm

1.002

OD153744/2026-2027:Granular Sub-base with scarified material By Mix in Place Method Construction of granular sub-base by providing scarified 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

8.63

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

32.8

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)

51.8

cum