Tender ID

CPPP

Active

Works

Civil Works - Roads

CRIF-2025-26 -Madayi-Mattool-Ettikkulam HS-Palakkode road in Kannur District-General Civil Work-1

Ministry of Road Transport and Highways

Madayi, Mattool | Kannur, Kerala

Amount: ₹28.6 CrCloses: 30 Nov 2026

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Timeline

Published4 Nov 2026
Pre-Bid Meeting17 Nov 2026
Closes30 Nov 2026
Bid Opening2 Dec 2026

Tender Value

₹28.6 Cr

EMD Value

₹42.9 L

Closing Date

30 Nov 2026, 5:00 pm

Tender Inviting Organisation

Name

Superintending Engineer, PWD NH NC KKD

Address

Office of Superintending Engineer, PWD NH NC KKD

Work Description

CRIF-2025-26 -Madayi-Mattool-Ettikkulam HS-Palakkode road in Kannur District-General Civil Work-1

Tender Information

Tender ID

2026_MoRTH_933131_1

Reference Number

07/2026-27/SE/NH/KKD/SN

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

540 days

Location

Madayi, Mattool

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

RequiredScanned copy of preliminary agreement in stamp paper worth Rs.200/- (.pdf)

RequiredScanned copy of registration certificate and scanned copy of GST registration (.pdf)

RequiredAnnual turn over details for the last five years. (.pdf)

RequiredWork completion certificate and list of machineries, technical personal details with certificates (.pdf)

RequiredCredit facility certificate from bank and bank account details. (.pdf)

RequiredScanned copy of remittance towards Bid Security, Tender Fee, GST reverse charge invoice. (.pdf)

RequiredSBD 1, SBD 2, NIT and attachments (.pdf)

Finance

RequiredTender Schedule (.xls)

Fee & Financial Details

Tender Fee Amount

₹16,540

Tender Fee Payable To

Bharatkosh portal

EMD Fee Amount

₹42.9 L

Pre-Bid Meeting

Meeting Place

Office of Superintending Engineer, PWD NH NC KKD

Important Dates

Last Activity

4 Nov 2026

Published

4 Nov 2026

Bid Opening

2 Dec 2026

Download Starts

4 Nov 2026

Download Ends

30 Nov 2026

Submission Starts

4 Nov 2026

Pre-Bid Meeting

17 Nov 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (43 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A : Improvements to the Carriageway
1.001	2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area	0.34	Hectare	-	-
1.002	2.1.2:Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. Girth from 600 mm to 900 mm	22	each	-	-
1.003	2.1.3:Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. Girth from 900 mm to 1800 mm	35	each	-	-
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	3,700	cum	-	-
1.005	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	80,995.63	sqm	-	-
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.	2,854.5	cum	-	-
1.007	4.1.B.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-V - For sub-base cum drainage layer - Mix in Place Method	11,995.73	cum	-	-
1.008	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.	8,848.3	cum	-	-
1.009	5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.	58,988.63	sqm	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.61 MB

Work Item Documents

GO.pdf

Additional Documents • 1.22 MB

dwg.pdf

Additional Documents • 0.61 MB

s2.pdf

Tender Documents • 7.53 MB

BOQ_980588.xls

BOQ • 0.27 MB

tools.pdf

Additional Documents • 0.02 MB

atchmnt.pdf

Additional Documents • 0.76 MB

s1.pdf

Tender Documents • 21.07 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A : Improvements to the Carriageway
1.001	2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area	0.34	Hectare	-	-
1.002	2.1.2:Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. Girth from 600 mm to 900 mm	22	each	-	-
1.003	2.1.3:Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. Girth from 900 mm to 1800 mm	35	each	-	-
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	3,700	cum	-	-
1.005	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	80,995.63	sqm	-	-
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.	2,854.5	cum	-	-
1.007	4.1.B.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-V - For sub-base cum drainage layer - Mix in Place Method	11,995.73	cum	-	-
1.008	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.	8,848.3	cum	-	-
1.009	5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.	58,988.63	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix A : Improvements to the Carriageway

1.001

2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area

0.34

Hectare

1.002

2.1.2:Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. Girth from 600 mm to 900 mm

each

1.003

2.1.3:Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. Girth from 900 mm to 1800 mm

each

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

3,700

cum

1.005

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

80,995.63

sqm

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.

2,854.5

cum

1.007

4.1.B.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-V - For sub-base cum drainage layer - Mix in Place Method

11,995.73

cum

1.008

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.

8,848.3

cum

1.009

5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.

58,988.63

sqm