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Annual plan 2026-27 SO 487/27 Renovation to vadakkiniyedath road at ward 8 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

₹14,777

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 487/27 Renovation to vadakkiniyedath road at ward 8 in Tirur municipality-General Civil Work

Tender Information

Tender ID

2026_LSGD_872757_9

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

365 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

₹14,777

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
1CONCRETING
1.001	2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately	1.6	cum	-	-
1.002	3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	37.2	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	37.2	cum	-	-
1.004	OD92402/2026-2027:[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)	55.81	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

BOQ_1480905.xls

BOQ • 0.30 MB

prelim.pdf

Additional Documents • 0.28 MB

affd.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1CONCRETING
1.001	2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately	1.6	cum	-	-
1.002	3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	37.2	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	37.2	cum	-	-
1.004	OD92402/2026-2027:[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)	55.81	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1CONCRETING

1.001

2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately

1.6

cum

1.002

3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

37.2

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

37.2

cum

1.004

OD92402/2026-2027:[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)

55.81

cum