Tender ID

CPPP

Active

Works

Civil Works - Roads

CRIF Perinkunnam road and Kulavanmokku Mahalikudam road CRIF 2025 26 Improvements to Perinkunnam road and Kulavanmokku-Mahalikudam road in Palakkad District in the state of Kerala General Civil work 1

Ministry of Road Transport and Highways

Perinkunnam | Palakkad, Kerala

Amount: ₹22.0 CrCloses: 30 Nov 2026

Tenderkart AI

Reads all tender documents

Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.

Timeline

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

Tender Value

₹22.0 Cr

EMD Value

₹33.1 L

Closing Date

30 Nov 2026, 5:00 pm

Tender Inviting Organisation

Name

Superintending Engineer PWD NH North Circle kozhi

Address

Superintending Engineer PWD NH North Circle kozhikode

Work Description

CRIF Perinkunnam road and Kulavanmokku Mahalikudam road CRIF 2025 26 Improvements to Perinkunnam road and Kulavanmokku-Mahalikudam road in Palakkad District in the state of Kerala General Civil work 1

Tender Information

Tender ID

2026_MoRTH_933339_1

Reference Number

12/2026-27/SE/NH/KKD/SN

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

450 days

Location

Perinkunnam

Source Website

Subscribe to view

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)

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

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

Finance

RequiredTender Schedule (.xls)

Fee & Financial Details

Tender Fee Amount

₹16,540

Tender Fee Payable To

Bharatkhosh portal

EMD Fee Amount

₹33.1 L

Pre-Bid Meeting

Meeting Place

Office of the Superintending Engineer PWD NH North

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 (47 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1BM & BC UPGRADATION WORKS
1.001	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	20	each	-	-
1.002	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	13	each	-	-
1.003	2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area	0.83	Hectare	-	-
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	21,993.5	sqm	-	-
1.005	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	5,076.3	cum	-	-
1.006	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	1,191.56	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	7,094.7	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.	5,822.84	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.	35,108.75	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 • 0.59 MB

Work Item Documents

GO.pdf

Additional Documents • 1.22 MB

s2.pdf

Tender Documents • 7.42 MB

a.pdf

Additional Documents • 0.68 MB

sbd1.pdf

Tender Documents • 20.69 MB

drawing.pdf

Additional Documents • 2.52 MB

Tools.pdf

Additional Documents • 0.25 MB

BOQ_980812.xls

BOQ • 0.34 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
1BM & BC UPGRADATION WORKS
1.001	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	20	each	-	-
1.002	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	13	each	-	-
1.003	2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area	0.83	Hectare	-	-
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	21,993.5	sqm	-	-
1.005	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	5,076.3	cum	-	-
1.006	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	1,191.56	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	7,094.7	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.	5,822.84	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.	35,108.75	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1BM & BC UPGRADATION WORKS

1.001

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

1.002

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

1.003

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

0.83

Hectare

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

21,993.5

sqm

1.005

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

5,076.3

cum

1.006

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

1,191.56

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

7,094.7

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.

5,822.84

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.

35,108.75

sqm