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Annual plan 2026-27 SO 447/27 Rennovation of Vennuttikadavu road ward 7 in Tirur Municipality-General Civil Work

Local Self Government Department

Tirur municipality | Malappuram, Kerala

Amount: ₹5.9 LCloses: 7 Oct 2026

Timeline

Published26 Sept 2026
Closes7 Oct 2026
Bid Opening9 Oct 2026

Tender Value

₹5.9 L

EMD Value

₹14,786

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 2026-27 SO 447/27 Rennovation of Vennuttikadavu road ward 7 in Tirur Municipality-General Civil Work

Tender Information

Tender ID

2026_LSGD_872757_3

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

270 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

₹1,305

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹14,786

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
1Road concreting
1.001	OD196526/2026-2027:[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.	370.8	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	37.08	cum	-	-
1.003	OD173179/2026-2027:[OD from MORD 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 (excluding form work) (i) Nominal mix (1:2:4)	55.62	cum	-	-
1.004	OD196531/2026-2027:Providing and fixing Granite of any colour and shade for Name board, of required size laid over base of cement mortar 1:4 ( 1 cement : 4 coarse sand), including all charges etc. complete at all, levels, including lettering & fixing	1	each	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.30 MB

Work Item Documents

BOQ_1480374.xls

BOQ • 0.30 MB

estimate.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road concreting
1.001	OD196526/2026-2027:[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.	370.8	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	37.08	cum	-	-
1.003	OD173179/2026-2027:[OD from MORD 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 (excluding form work) (i) Nominal mix (1:2:4)	55.62	cum	-	-
1.004	OD196531/2026-2027:Providing and fixing Granite of any colour and shade for Name board, of required size laid over base of cement mortar 1:4 ( 1 cement : 4 coarse sand), including all charges etc. complete at all, levels, including lettering & fixing	1	each	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road concreting

1.001

OD196526/2026-2027:[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.

370.8

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

37.08

cum

1.003

OD173179/2026-2027:[OD from MORD 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 (excluding form work) (i) Nominal mix (1:2:4)

55.62

cum

1.004

OD196531/2026-2027:Providing and fixing Granite of any colour and shade for Name board, of required size laid over base of cement mortar 1:4 ( 1 cement : 4 coarse sand), including all charges etc. complete at all, levels, including lettering & fixing

each