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GENERAL-RM-2026-27, RC 2 - Zone -II - One Year Running Contract for various PWD Roads under Roads Section Panoor in Kannur District 6 Nos of roads stretches for a length of 23.957 KMs-General Civil Work-General Civil Work

Public Works Department

Panoor | Kannur, Kerala

Amount: ₹59.3 LCloses: 22 Oct 20264d left

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Timeline

Published16 Oct 2026
Closes22 Oct 2026
Bid Opening24 Oct 2026

Tender Value

₹59.3 L

EMD Value

₹50,000

Closing Date

22 Oct 2026, 5:00 pm4d left

Tender Inviting Organisation

Name

EXECUTIVE ENGINEER

Address

PWD Roads Division, Kannur

Work Description

One Year Running Contract for various PWD Roads under Roads Section Panoor in Kannur District 6 No of roads stretches

Tender Information

Tender ID

2026_PWD_880650_1

Reference Number

PWD/RB/TR/7584/2026_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

365 days

Location

Panoor

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical/Finance

RequiredTechnical Bid Documents (Duly filled and signed)under 3Mb (.pdf)

RequiredScanned copy of Registration certificate details (License),GST Registration and PAN card (.pdf)

RequiredScanned copy of duly filled and signed preliminary agreement as per bid document (.pdf)

RequiredRequisition for e-payment (duly filled and signed as per item no-6 PartVI ) (.pdf)

RequiredIntegrity pact certificate as per item no-3 PartVI and Bid submission letter as per item no-1Part-V (.pdf)

RequiredScanned copy of Affidavit as per item no-4 Part- VI (.pdf)

RequiredDetails of Bid submission fee remittance and Bid security remittance (.pdf)

RequiredPerformance certificate (.pdf)

RequiredBOQ(Schedule)-Rate entered should be in 2 decimals (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹50,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

16 Oct 2026

Published

16 Oct 2026

Bid Opening

24 Oct 2026

Download Starts

16 Oct 2026

Download Ends

22 Oct 2026

Submission Starts

16 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (58 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1APPENDIX A- INITIAL RECTIFICATION
1.001	55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)	10.18	cum	-	-
1.002	55.9.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 12mm departmental broken stone and compacting with power roller to get a compact surface.	10.18	cum	-	-
1.003	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	6.39	cum	-	-
1.004	55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.	6.39	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	40.8	sqm	-	-
1.006	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	4.38	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	14.37	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.	14.37	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.	95.8	sqm	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.06 MB

Work Item Documents

viewsbd.pdf

Tender Documents • 1.65 MB

epay1.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1APPENDIX A- INITIAL RECTIFICATION
1.001	55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)	10.18	cum	-	-
1.002	55.9.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 12mm departmental broken stone and compacting with power roller to get a compact surface.	10.18	cum	-	-
1.003	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	6.39	cum	-	-
1.004	55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.	6.39	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	40.8	sqm	-	-
1.006	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	4.38	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	14.37	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.	14.37	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.	95.8	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1APPENDIX A- INITIAL RECTIFICATION

1.001

55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)

10.18

cum

1.002

55.9.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 12mm departmental broken stone and compacting with power roller to get a compact surface.

10.18

cum

1.003

55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.

6.39

cum

1.004

55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.

6.39

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

40.8

sqm

1.006

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

4.38

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

14.37

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.

14.37

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.

95.8

sqm