Kerala

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Works

Civil Works - Roads

GENERAL Project No 540 26 Thengoth Mukku Irunnoth Mukku Road Concrete Ward 19 In Nadapuram G P General Civil Work

Local Self Government Department

NADAPURAM | Kozhikode, Kerala

Amount: ₹1.7 LCloses: 20 Jun 2026Closed

Timeline

Published12 Jun 2026
Closed20 Jun 2026
Bid Opening23 Jun 2026

Tender Value

₹1.7 L

EMD Value

₹4,227

Closing Date

20 Jun 2026, 4:00 pmClosed

Tender Inviting Organisation

Name

ASSISTANT ENGINEE NADAPURAM GP

Address

OFFICE OF THE ASSISTANT ENGINEER LID AND EW SECTION NADAPURAM GRAMA PANCHAYATH KALLACHI

Work Description

GENERAL Project No 540 26 Thengoth Mukku Irunnoth Mukku Road Concrete Ward 19 In Nadapuram G P General Civil Work

Tender Information

Tender ID

2026_LSGD_851332_2

Reference Number

T12026-27/AE/LSGD/NDPM

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

365 days

Location

NADAPURAM

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

11 documents required · 11 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredNIT (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredEPAYMENT (.pdf)

RequiredFEE REMITANCE (.pdf)

RequiredFORM OF TENDER (.pdf)

RequiredI P C (.pdf)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredSBD (.pdf)

RequiredVALID LICENCE (.pdf)

RequiredGST REGISTRATION (.pdf)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹4,227

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

12 Jun 2026

Published

12 Jun 2026

Bid Opening

23 Jun 2026

Download Starts

12 Jun 2026

Download Ends

20 Jun 2026

Submission Starts

12 Jun 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Concrete
1.001	3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.	-	cum	-	-
1.002	OD486959/2025-2026:Filling with quarry muck Filling up low laying and waterlogged areas with local material /quarry muck,spreading in layers ,levelling the top at site and consolidation by ramming etc complete for improving the CBR value of sub grade.	1	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	-	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)	-	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.29 MB

Work Item Documents

AFFI.pdf

Tender Documents • 0.24 MB

EPAY.pdf

Tender Documents • 0.23 MB

FOT.pdf

Tender Documents • 0.25 MB

PRELI.pdf

Tender Documents • 0.26 MB

SBD.pdf

Tender Documents • 0.41 MB

IPC.pdf

Tender Documents • 0.23 MB

FEE.pdf

Tender Documents • 0.27 MB

BOQ_1445361.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Concrete
1.001	3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.	-	cum	-	-
1.002	OD486959/2025-2026:Filling with quarry muck Filling up low laying and waterlogged areas with local material /quarry muck,spreading in layers ,levelling the top at site and consolidation by ramming etc complete for improving the CBR value of sub grade.	1	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	-	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)	-	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road Concrete

1.001

3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.

cum

1.002

OD486959/2025-2026:Filling with quarry muck Filling up low laying and waterlogged areas with local material /quarry muck,spreading in layers ,levelling the top at site and consolidation by ramming etc complete for improving the CBR value of sub grade.

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

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)

cum