Tender ID

CPPP

Active

Works

Civil Works - Roads

CRIF 2025 2026 Improvements to Pothamkandam Athutty Kooliyad Manalam Pamperingara Pallippara road in Kasaragod District

Ministry of Road Transport and Highways

Pothamkandam-Athutty | Kasaragod, Kerala

Amount: ₹18.0 CrCloses: 30 Nov 2026

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Timeline

Published5 Nov 2026
Pre-Bid Meeting17 Nov 2026
Closes30 Nov 2026
Bid Opening2 Dec 2026

Tender Value

₹18.0 Cr

EMD Value

₹30 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 2026 Improvements to Pothamkandam Athutty Kooliyad Manalam Pamperingara Pallippara road in Kasaragod District

Tender Information

Tender ID

2026_MoRTH_933297_1

Reference Number

11/2026-27/SE/NH/KKD/SN

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

540 days

Location

Pothamkandam-Athutty

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

₹30 L

Pre-Bid Meeting

Meeting Place

Office of Superintending Engineer, PWD NH NC KKD

Important Dates

Last Activity

5 Nov 2026

Published

5 Nov 2026

Bid Opening

2 Dec 2026

Download Starts

5 Nov 2026

Download Ends

30 Nov 2026

Submission Starts

5 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
1Morth
1.001	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	4,957	cum	-	-
1.002	3.4:Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.	1,068	cum	-	-
1.003	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.	3,469.9	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	44,220	sqm	-	-
1.005	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	9,108	cum	-	-
1.006	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.	9,108	cum	-	-
1.007	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.	60,720	sqm	-	-
1.008	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.	1,21,440	sqm	-	-
1.009	5.3.2.a:Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with a bituminous binder (VG 30), transported to the site, laid over a previously prepared surface with paver finisher to the required grade, level, and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction For Grading II - (19 mm nominal size)	3,036	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.60 MB

Work Item Documents

GO.pdf

Additional Documents • 1.22 MB

dwg.pdf

Additional Documents • 0.61 MB

s2.pdf

Tender Documents • 7.57 MB

s1.pdf

Tender Documents • 21.11 MB

BOQ_980776.xls

BOQ • 0.27 MB

tools.pdf

Additional Documents • 0.02 MB

atchmnt.pdf

Additional Documents • 0.75 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Morth
1.001	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	4,957	cum	-	-
1.002	3.4:Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.	1,068	cum	-	-
1.003	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.	3,469.9	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	44,220	sqm	-	-
1.005	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	9,108	cum	-	-
1.006	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.	9,108	cum	-	-
1.007	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.	60,720	sqm	-	-
1.008	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.	1,21,440	sqm	-	-
1.009	5.3.2.a:Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with a bituminous binder (VG 30), transported to the site, laid over a previously prepared surface with paver finisher to the required grade, level, and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction For Grading II - (19 mm nominal size)	3,036	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Morth

1.001

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

4,957

cum

1.002

3.4:Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.

1,068

cum

1.003

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.

3,469.9

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

44,220

sqm

1.005

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

9,108

cum

1.006

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.

9,108

cum

1.007

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.

60,720

sqm

1.008

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.

1,21,440

sqm

1.009

5.3.2.a:Providing and laying bituminous macadam with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with a bituminous binder (VG 30), transported to the site, laid over a previously prepared surface with paver finisher to the required grade, level, and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction For Grading II - (19 mm nominal size)

3,036

cum