Kerala

Active

Works

Civil Works - Roads

Annual Plan-SO025/27 Pulluparamb Bavahaji Road Last Portion Interlocking in Ward 25-General Civil Work

Local Self Government Department

Tirur municipality | Malappuram, Kerala

Amount: ₹7.1 LCloses: 7 Oct 2026

Timeline

Published26 Sept 2026
Closes7 Oct 2026
Bid Opening9 Oct 2026

Tender Value

₹7.1 L

EMD Value

₹17,667

Closing Date

7 Oct 2026, 3:00 pm

Tender Inviting Organisation

Name

Assistant Engineer

Address

The Assistant Engineer, LID and EW LSGD, Tirur Municipality

Work Description

Annual Plan-SO025/27 Pulluparamb Bavahaji Road Last Portion Interlocking in Ward 25-General Civil Work

Tender Information

Tender ID

2026_LSGD_872757_5

Reference Number

02/Etender/2026-27/item rate

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

240 days

Location

Tirur municipality

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

Requiredpreliminary agreement (.pdf)

Requiredepayment form (.pdf)

RequiredIpact certificate (.pdf)

Requiredaffidavit (.pdf)

Requiredform of tender (.pdf)

RequiredSBD with NIT (.pdf)

Requiredcopy of license (.pdf)

Requiredcopy of GST (.pdf)

Requiredbid fee and EMD remittance (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,560

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹17,667

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

26 Sept 2026

Published

26 Sept 2026

Bid Opening

9 Oct 2026

Download Starts

26 Sept 2026

Download Ends

7 Oct 2026

Submission Starts

26 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1renovation
1.001	OD203780/2026-2027:[OD from 3.2] Preparation of Foundation for Embankment. Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means. Scarifying the existing bituminous road surface to a depth of 150 mm and reusing scarified material by laying, spreading and compacting with water at OMC by rolling with a lead upto 1000 m.	440.75	sqm	-	-
1.002	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	35.08	cum	-	-
1.003	OD203781/2026-2027:[Modified OD From MoRD 6.7.1] - Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.	440.75	sqm	-	-
1.004	OD161134/2026-2027:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) (Excluding form work)	16.25	cum	-	-

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.30 MB

Work Item Documents

fot.pdf

Tender Documents • 0.20 MB

BOQ_1480620.xls

BOQ • 0.30 MB

prelim.pdf

Additional Documents • 0.28 MB

affd.pdf

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1renovation
1.001	OD203780/2026-2027:[OD from 3.2] Preparation of Foundation for Embankment. Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means. Scarifying the existing bituminous road surface to a depth of 150 mm and reusing scarified material by laying, spreading and compacting with water at OMC by rolling with a lead upto 1000 m.	440.75	sqm	-	-
1.002	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	35.08	cum	-	-
1.003	OD203781/2026-2027:[Modified OD From MoRD 6.7.1] - Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.	440.75	sqm	-	-
1.004	OD161134/2026-2027:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) (Excluding form work)	16.25	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1renovation

1.001

OD203780/2026-2027:[OD from 3.2] Preparation of Foundation for Embankment. Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means. Scarifying the existing bituminous road surface to a depth of 150 mm and reusing scarified material by laying, spreading and compacting with water at OMC by rolling with a lead upto 1000 m.

440.75

sqm

1.002

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

35.08

cum

1.003

OD203781/2026-2027:[Modified OD From MoRD 6.7.1] - Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.

440.75

sqm

1.004

OD161134/2026-2027:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) (Excluding form work)

16.25

cum