Kerala

Active

Works

Civil Works - Roads

PERUVALLUR GP_ANNUAL PLAN 2026-27_COMPLETION WORK OF MOOCHIKKAL VALIYAPARAMBU ROAD CONCRETING (PROJ NO.52/27)-General Civil Work

Local Self Government Department

PERUVALLUR GP | Malappuram, Kerala

Amount: ₹8.5 LCloses: 1 Oct 20262d left

Timeline

Published24 Sept 2026
Closes1 Oct 2026
Bid Opening3 Oct 2026

Tender Value

₹8.5 L

EMD Value

₹21,168

Closing Date

1 Oct 2026, 6:00 pm2d left

Tender Inviting Organisation

Name

AE LSGE PERUVALLUR

Address

OFFICE OF ASSISTANT ENGINEER PERUVALLUR GP

Work Description

PERUVALLUR GP_ANNUAL PLAN 2026-27_COMPLETION WORK OF MOOCHIKKAL VALIYAPARAMBU ROAD CONCRETING (PROJ NO.52/27)-General Civil Work

Tender Information

Tender ID

2026_LSGD_872294_12

Reference Number

AE/LID/EW/PVLR/T1/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

PERUVALLUR GP

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredAFFIDAVIT (.rar)

RequiredPRELIMINARY AGREEMENT (.rar)

RequiredSBD (.rar)

RequiredFORM OF TENDER (.rar)

RequiredINTEGRITY PACT (.pdf)

RequiredE PAYMENT FORM (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,870

EMD Fee Amount

₹21,168

Important Dates

Last Activity

24 Sept 2026

Published

24 Sept 2026

Bid Opening

3 Oct 2026

Download Starts

24 Sept 2026

Download Ends

1 Oct 2026

Submission Starts

24 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD RENNOVATION
1.001	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 disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	531.6	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	53.16	cum	-	-
1.003	OD38638/2026-2027: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)	79.74	cum	-	-
1.004	OD38639/2026-2027:Providing and fixing Granite slab (Area of slab upto 0.50 sqm) for Name Board	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 • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.22 MB

Tendernotice_2.pdf

PDF • 0.25 MB

Tendernotice_3.pdf

PDF • 0.24 MB

Work Item Documents

BOQ_1479224.xls

BOQ • 0.30 MB

viewsbd.pdf

Tender Documents • 1.88 MB

AFFIDAVIT.pdf

Tender Documents • 0.23 MB

FOT.pdf

Tender Documents • 0.24 MB

PRE AGRREMENT.pdf

Tender Documents • 0.25 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 RENNOVATION
1.001	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 disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	531.6	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	53.16	cum	-	-
1.003	OD38638/2026-2027: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)	79.74	cum	-	-
1.004	OD38639/2026-2027:Providing and fixing Granite slab (Area of slab upto 0.50 sqm) for Name Board	1	each	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1ROAD RENNOVATION

1.001

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 disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

531.6

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

53.16

cum

1.003

OD38638/2026-2027: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)

79.74

cum

1.004

OD38639/2026-2027:Providing and fixing Granite slab (Area of slab upto 0.50 sqm) for Name Board

each