Tender ID

Kerala

Cancelled

Works

Civil Works - Roads

GENERAL-Budget - 2025-26- Annexure II, - Vol -II, Sl No 1412-Improvement of Kavumpuram Block Office Kakkanchira Kadampuzha Road using BM and BCGeneral Civil Work

New corrigendum and status change available: Retender.

Local Self Government Department

Malappuram, Kerala

Amount: ₹4.2 CrCloses: 9 Mar 2026Closed

Timeline

Published16 Feb 2026
Closed9 Mar 2026
Cancelled—

Corrigenda

Corrigendum

1 updatesLatest on 15 Sept 2026

Tender Value

₹4.2 Cr

EMD Value

₹1 L

Closing Date

9 Mar 2026, 6:55 pmClosed

Tender Inviting Organisation

Name

EXECUTIVE ENGINEER

Address

Office of the Executive Engineer, LID and EW Division, Malappuram, civil station, Malappuram District Panchayath Building, Malappuram, 676505

Work Description

GENERAL-Budget - 2025-26- Annexure II, - Vol -II, Sl No 1412-Improvement of Kavumpuram Block Office Kakkanchira Kadampuzha Road using BM and BCGeneral Civil Work

Tender Information

Tender ID

2026_LSGD_836377_1

Reference Number

DB1/TN/EE/54/25-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

515 days

Location

MALAPPURAM

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

11 documents required · 11 mandatory

Fee/PreQual/Technical/Finance

RequiredBoQ (.xls)

RequiredScanned copy of Preliminary Agreement (.pdf)

RequiredScanned copy of E-payment form (.pdf)

RequiredScanned copy of Integrity Pact Certificate (.pdf)

RequiredScanned copy of Affidavit (.pdf)

RequiredScanned copy of Form of Tender (.pdf)

RequiredMerged pdf of NIT and SBD Form (.pdf)

RequiredCopy of Remittance towards Bid submission Fee and Bid Security (.pdf)

RequiredBidder Valid Registration Certificate (.pdf)

RequiredGST (.pdf)

RequiredPAN (.pdf)

Fee & Financial Details

Tender Fee Amount

₹9,759

EMD Fee Amount

₹1 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

9 Mar 2026

Published

16 Feb 2026

Bid Opening

11 Mar 2026

Download Starts

16 Feb 2026

Download Ends

9 Mar 2026

Submission Starts

16 Feb 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (47 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road work
1.001	3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means	14,064	sqm	-	-
1.002	OD449503/2025-2026:Modi Data of 2.5.2.A: Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately<br> WBM course - By Mechanical Means<br>	1,125.9	cum	-	-
1.003	3.19.1:Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for Compacting original ground supporting sub-grade construction.	1,296.36	cum	-	-
1.004	3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m	351	cum	-	-
1.005	3.16:Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.	690.76	cum	-	-
1.006	3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.	1,176.75	cum	-	-
1.007	4.2.A.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-III -For lower sub-base - Mix in Place Method	1,157.76	cum	-	-
1.008	OD437181/2025-2026:Construction of granular sub-base by providing Departmental GSB materials obtained from Scarified portion of Existing WBM, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-III -For lower sub-base - Mix in Place Method	675.54	cum	-	-
1.009	4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.	2,755.35	cum	-	-

Stage Documents

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Documents

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Tender Page Snapshot

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NIT Documents

Tendernotice_1.pdf

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Work Item Documents

BOQ_1407871.xls

BOQ • 0.34 MB

01_TENDER_54.rar

Tender Documents • 3.06 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Road work
1.001	3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means	14,064	sqm	-	-
1.002	OD449503/2025-2026:Modi Data of 2.5.2.A: Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately<br> WBM course - By Mechanical Means<br>	1,125.9	cum	-	-
1.003	3.19.1:Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for Compacting original ground supporting sub-grade construction.	1,296.36	cum	-	-
1.004	3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m	351	cum	-	-
1.005	3.16:Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.	690.76	cum	-	-
1.006	3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.	1,176.75	cum	-	-
1.007	4.2.A.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-III -For lower sub-base - Mix in Place Method	1,157.76	cum	-	-
1.008	OD437181/2025-2026:Construction of granular sub-base by providing Departmental GSB materials obtained from Scarified portion of Existing WBM, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-III -For lower sub-base - Mix in Place Method	675.54	cum	-	-
1.009	4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.	2,755.35	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Road work

1.001

3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means

14,064

sqm

1.002

OD449503/2025-2026:Modi Data of 2.5.2.A: Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately<br> WBM course - By Mechanical Means<br>

1,125.9

cum

1.003

3.19.1:Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2 for Compacting original ground supporting sub-grade construction.

1,296.36

cum

1.004

3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m

351

cum

1.005

3.16:Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

690.76

cum

1.006

3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.

1,176.75

cum

1.007

4.2.A.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-III -For lower sub-base - Mix in Place Method

1,157.76

cum

1.008

OD437181/2025-2026:Construction of granular sub-base by providing Departmental GSB materials obtained from Scarified portion of Existing WBM, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-III -For lower sub-base - Mix in Place Method

675.54

cum

1.009

4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

2,755.35

cum