Kerala

Active

Works

Civil Works - Roads

Annual Plan-project no 114/26-27-Road improvement work from Bypass MUM Jn to AMLP School Lakshamveed in ward 9 of Perinthalmanna Municipality- General Civil Work

Local Self Government Department

Perinthalmanna | Malappuram, Kerala

Amount: Refer DocsCloses: 29 Sept 20262d left

Timeline

Published22 Sept 2026
Closes29 Sept 2026
Bid Opening1 Oct 2026

Tender Value

Refer Docs

EMD Value

₹15,887

Closing Date

29 Sept 2026, 6:55 pm2d left

Tender Inviting Organisation

Name

Municipal Secretary

Address

Municipal Secretary Municipal Office Perinthalmanna

Work Description

Annual Plan-project no 114/26-27-Road improvement work from Bypass MUM Jn to AMLP School Lakshamveed in ward 9 of Perinthalmanna Municipality- General Civil Work

Tender Information

Tender ID

2026_LSGD_871624_11

Reference Number

03/ME/LID and EW/PMNA/ET/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Perinthalmanna

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)

RequiredTender Fee (.pdf)

RequiredRegistration certificate (.pdf)

RequiredForm of Tender (.pdf)

RequiredPreliminary Agreement (.pdf)

RequiredIntegrity Pact (.pdf)

RequiredAffidavit (.pdf)

RequiredE_Payment Form (.pdf)

RequiredNIT and SBD (.pdf)

RequiredGst Certificate (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,445

EMD Fee Amount

₹15,887

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

22 Sept 2026

Published

22 Sept 2026

Bid Opening

1 Oct 2026

Download Starts

22 Sept 2026

Download Ends

29 Sept 2026

Submission Starts

22 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road Improvement
1.001	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.	81.91	cum	-	-
1.002	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	54.6	cum	-	-
1.003	OD49892/2026-2027: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)	54.6	cum	-	-
1.004	OD49900/2026-2027:Providing and fixing cloth banner of required size,approved shade and colour including writing name of project and details Area of name board up to 1.80x1.20 m	2.25	sqm	-	-

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 • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.32 MB

Work Item Documents

viewnit.pdf

Tender Documents • 0.03 MB

viewsbd.pdf

Tender Documents • 1.81 MB

BOQ_1477664.xls

BOQ • 0.30 MB

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
1Road Improvement
1.001	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.	81.91	cum	-	-
1.002	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	54.6	cum	-	-
1.003	OD49892/2026-2027: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)	54.6	cum	-	-
1.004	OD49900/2026-2027:Providing and fixing cloth banner of required size,approved shade and colour including writing name of project and details Area of name board up to 1.80x1.20 m	2.25	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road Improvement

1.001

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.

81.91

cum

1.002

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

54.6

cum

1.003

OD49892/2026-2027: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)

54.6

cum

1.004

OD49900/2026-2027:Providing and fixing cloth banner of required size,approved shade and colour including writing name of project and details Area of name board up to 1.80x1.20 m

2.25

sqm