Kerala

Active

Works

Civil Works - Roads

TIRUR BP-2026-2027-THIRUTHI SOUTH PALLAR ROAD CONCRETE WARD 19

Local Self Government Department

LID AND EW SUB DIVISION.TIRUR BLOCK PANCHAYATH | Malappuram, Kerala

Amount: ₹4.2 LCloses: 29 Oct 2026

Tenderkart AI

Reads all tender documents

Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.

Timeline

Published17 Oct 2026
Closes29 Oct 2026
Bid Opening31 Oct 2026

Tender Value

₹4.2 L

EMD Value

₹10,586

Closing Date

29 Oct 2026, 6:00 pm

Tender Inviting Organisation

Name

Address

LID AND EW SUB DIVISION.TIRUR BLOCK PANCHAYATH

Work Description

TIRUR BP-2026-2027-THIRUTHI SOUTH PALLAR ROAD CONCRETE WARD 19

Tender Information

Tender ID

2026_LSGD_880300_4

Reference Number

2/AE/LIDEW/2026-2027

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

LID AND EW SUB DIVISION.TIRUR BLOCK PANCHAYATH

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredPRELIMINERY AGREEMENT, REQUISITION FOR E PAYMENT (.pdf)

RequiredBID SECUIRITY REMITENCE, BID SUBMISSION FEE REMITTENCE (.pdf)

RequiredINTEGRITY PACT, AFFIDAVIT, GST REGISTRATION CERTIFICATE (.pdf)

RequiredFORM OF TENDER, CONTRACTORS VALID REGISTRATION CERTIFICATE (.pdf)

RequiredSBD (.pdf)

Fee & Financial Details

Tender Fee Amount

₹935

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹10,586

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

17 Oct 2026

Published

17 Oct 2026

Bid Opening

31 Oct 2026

Download Starts

17 Oct 2026

Download Ends

29 Oct 2026

Submission Starts

17 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road improvements
1.001	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	177	sqm	-	-
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	20.63	cum	-	-
1.003	OD249630/2026-2027: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 per specification (i) Nominal mix (1:2:4) (WITHOUT FORM WORK)	41.96	cum	-	-
1.004	OD249629/2026-2027: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 and fixing	1	each	-	-

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 • 1.95 MB

Work Item Documents

BOQ_1497304.xls

BOQ • 0.30 MB

viewnit.pdf

Tender Documents • 0.03 MB

viewsbd.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
1Road improvements
1.001	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	177	sqm	-	-
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	20.63	cum	-	-
1.003	OD249630/2026-2027: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 per specification (i) Nominal mix (1:2:4) (WITHOUT FORM WORK)	41.96	cum	-	-
1.004	OD249629/2026-2027: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 and fixing	1	each	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road improvements

1.001

3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

177

sqm

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

20.63

cum

1.003

OD249630/2026-2027: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 per specification (i) Nominal mix (1:2:4) (WITHOUT FORM WORK)

41.96

cum

1.004

OD249629/2026-2027: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 and fixing

each