Tender ID

CPPP

Active

Works

Civil Works - Roads

CRIF-2025-26 -Koothuparamba- Mooriyad-Kalluvalappu- Vazhamala-Vilangad-Valayam road in Kannur District -General Civil Work-1

Ministry of Road Transport and Highways

Koothuparamba- Mooriyad | Kannur, Kerala

Amount: ₹20.4 CrCloses: 3 Dec 2026

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Timeline

Published7 Nov 2026
Pre-Bid Meeting24 Nov 2026
Closes3 Dec 2026
Bid Opening5 Dec 2026

Tender Value

₹20.4 Cr

EMD Value

₹30.7 L

Closing Date

3 Dec 2026, 5:00 pm

Tender Inviting Organisation

Name

Superintending Engineer NH North Circle Kozhikode

Address

O/o of the Superintending Engineer NH NC kkd

Work Description

CRIF-2025-26 -Koothuparamba- Mooriyad-Kalluvalappu- Vazhamala-Vilangad-Valayam road in Kannur District -General Civil Work-1

Tender Information

Tender ID

2026_MoRTH_933634_1

Reference Number

16/2026-27/SE/NH/KKD/SN

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

540 days

Location

Koothuparamba- Mooriyad

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

Required1. Scanned copy of preliminary agreement in stamp paper worth Rs.200/- (.pdf)

Required2. Scanned copy of registration certificate and scanned copy of GST registration. (.pdf)

Required3. Annual turn over details for the last five years. (.pdf)

Required4. Work completion certificate and list of machineries, technical personal details with certificates (.pdf)

Required5. Credit facility certificate from bank and bank account details (.pdf)

Required6. Scanned copy of remittance towards Bid Security, Tender Fee, GST reverse charge invoice. (.pdf)

Required7. SBD 1, SBD 2, NIT and attachments. (.pdf)

Finance

Required8. Tender Schedule (.xls)

Fee & Financial Details

Tender Fee Amount

₹16,540

Tender Fee Payable To

GM MoRTH

EMD Fee Amount

₹30.7 L

Pre-Bid Meeting

Meeting Place

O/o of the Superintending Engineer NH NC kkd

Important Dates

Last Activity

7 Nov 2026

Published

7 Nov 2026

Bid Opening

5 Dec 2026

Download Starts

7 Nov 2026

Download Ends

3 Dec 2026

Submission Starts

7 Nov 2026

Pre-Bid Meeting

24 Nov 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (45 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A
1.001	2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area	0.62	Hectare	-	-
1.002	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	13,510.98	cum	-	-
1.003	3.8.A:Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. Mechanised	58.5	cum	-	-
1.004	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	23,520	sqm	-	-
1.005	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.	12,260	cum	-	-
1.006	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	3,539	cum	-	-
1.007	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.	2,635.5	cum	-	-
1.008	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.	17,570	sqm	-	-
1.009	5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.	74,510.5	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 • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.43 MB

Work Item Documents

sb.pdf

Tender Documents • 21.09 MB

sd.pdf

Tender Documents • 7.51 MB

wo.pdf

Additional Documents • 0.59 MB

tools.pdf

Additional Documents • 0.19 MB

d.pdf

Additional Documents • 1.00 MB

BOQ_981119.xls

BOQ • 0.34 MB

GO.pdf

Additional Documents • 1.22 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A
1.001	2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area	0.62	Hectare	-	-
1.002	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	13,510.98	cum	-	-
1.003	3.8.A:Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. Mechanised	58.5	cum	-	-
1.004	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	23,520	sqm	-	-
1.005	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.	12,260	cum	-	-
1.006	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	3,539	cum	-	-
1.007	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.	2,635.5	cum	-	-
1.008	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.	17,570	sqm	-	-
1.009	5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.	74,510.5	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix A

1.001

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

0.62

Hectare

1.002

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

13,510.98

cum

1.003

3.8.A:Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections. Mechanised

58.5

cum

1.004

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

23,520

sqm

1.005

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.

12,260

cum

1.006

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

3,539

cum

1.007

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.

2,635.5

cum

1.008

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.

17,570

sqm

1.009

5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

74,510.5

sqm