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GENERAL-RM-2026-27 RC 2 Zone III One year Running Contract for various P. W.D roads under Road section Irikkur in Kannur district 6 Nos of road stretches for a length of 53.40 kms General Civil Work General Civil Work

Public Works Department

IRIKKUR | Kannur, Kerala

Amount: ₹80.5 LCloses: 22 Oct 20262d left

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Timeline

Published13 Oct 2026
Closes22 Oct 2026
Bid Opening24 Oct 2026

Tender Value

₹80.5 L

EMD Value

₹50,000

Closing Date

22 Oct 2026, 4:00 pm2d left

Tender Inviting Organisation

Name

Executive engineer

Address

O/o Executive engineer,pwd roads division Kannur

Work Description

GENERAL-RM-2026-27 RC 2 Zone III One year Running Contract for various P. W.D roads under Road section Irikkur in Kannur district 6 Nos of road stretches for a length of 53.40 kms General Civil Work General Civil Work

Tender Information

Tender ID

2026_PWD_879185_1

Reference Number

PWD/RB/TR/7318/2026_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

365 days

Location

IRIKKUR

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredTechnical Bid Documents (Duly filled and signed) (.pdf)

RequiredScanned copy of Registration certificate details (License), GST Registration and PAN card(1Mb) (.pdf)

RequiredScanned copy of duly filled and signed preliminary agreement as per bid document(1Mb) (.pdf)

RequiredRequisition for e-payment (duly filled and signed as per item no-6 PartVI(1Mb) (.pdf)

RequiredIntegrity pact certificate as per item no-3 PartVI (.pdf)

RequiredBid submission letter as per item no-1 PartVI(1Mb) (.pdf)

RequiredScanned copy of Affidavit as per item no-4 PartVI (In stamp paper worth 200/-attested by Notary (1Mb (.pdf)

RequiredDetails of Bid submission fee remittance and Bid security remittance(1Mb) (.pdf)

RequiredBOQ(Schedule) (.xls)

RequiredPerformance certificate from Asst. Executive Engineer (.pdf)

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

13 Oct 2026

Published

13 Oct 2026

Bid Opening

24 Oct 2026

Download Starts

13 Oct 2026

Download Ends

22 Oct 2026

Submission Starts

13 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (54 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A Reactive Maintenance(Initial Rectification Work)
1.001	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.	9,079.48	sqm	-	-
1.002	OD21075/2026-2027:Mix seal surfacing Providing laying and rolling of close graded premixed surfacing material 20mm thickness composed of 11.2 mm to 9mm (Type A) 13.2 mm to 9mm (Type B) aggregates using Bitumen VG-30 to required line grade and level to serve as a wearing course on previously prepared base including mixing in a suitable plant laying and rolling with a static roller 8- and finishing to required level and grades as per technical specifications by MORD By manual means Type A (Bitumen VG 30)	9,079.48	per sqm	-	-
1.003	55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)	43.73	cum	-	-
1.004	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	67.25	cum	-	-
1.005	55.6.a:Providing pre mix bitumen leveling coarse having thickness between 20mm and 40mm with 12mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen (vg 30) with pressure sprayer at the rate of 48 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.	22.1	cum	-	-
1.006	55.7.a:Providing bitumen leveling coarse between 40mm and 150mm with 36mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen with pressure sprayer at the rate of 20 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.	35.58	cum	-	-
1.007	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.	21.63	cum	-	-
1.008	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.	31.68	cum	-	-
1.009	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	57.6	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.06 MB

Work Item Documents

PERFORMANCE.pdf

Additional Documents • 0.17 MB

BOQ_1494558.xls

BOQ • 0.34 MB

viewsbd.pdf

Tender Documents • 1.65 MB

epayypdf.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A Reactive Maintenance(Initial Rectification Work)
1.001	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.	9,079.48	sqm	-	-
1.002	OD21075/2026-2027:Mix seal surfacing Providing laying and rolling of close graded premixed surfacing material 20mm thickness composed of 11.2 mm to 9mm (Type A) 13.2 mm to 9mm (Type B) aggregates using Bitumen VG-30 to required line grade and level to serve as a wearing course on previously prepared base including mixing in a suitable plant laying and rolling with a static roller 8- and finishing to required level and grades as per technical specifications by MORD By manual means Type A (Bitumen VG 30)	9,079.48	per sqm	-	-
1.003	55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)	43.73	cum	-	-
1.004	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	67.25	cum	-	-
1.005	55.6.a:Providing pre mix bitumen leveling coarse having thickness between 20mm and 40mm with 12mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen (vg 30) with pressure sprayer at the rate of 48 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.	22.1	cum	-	-
1.006	55.7.a:Providing bitumen leveling coarse between 40mm and 150mm with 36mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen with pressure sprayer at the rate of 20 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.	35.58	cum	-	-
1.007	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.	21.63	cum	-	-
1.008	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.	31.68	cum	-	-
1.009	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	57.6	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix A Reactive Maintenance(Initial Rectification Work)

1.001

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.

9,079.48

sqm

1.002

OD21075/2026-2027:Mix seal surfacing Providing laying and rolling of close graded premixed surfacing material 20mm thickness composed of 11.2 mm to 9mm (Type A) 13.2 mm to 9mm (Type B) aggregates using Bitumen VG-30 to required line grade and level to serve as a wearing course on previously prepared base including mixing in a suitable plant laying and rolling with a static roller 8- and finishing to required level and grades as per technical specifications by MORD By manual means Type A (Bitumen VG 30)

9,079.48

per sqm

1.003

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

43.73

cum

1.004

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

67.25

cum

1.005

55.6.a:Providing pre mix bitumen leveling coarse having thickness between 20mm and 40mm with 12mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen (vg 30) with pressure sprayer at the rate of 48 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.

22.1

cum

1.006

55.7.a:Providing bitumen leveling coarse between 40mm and 150mm with 36mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen with pressure sprayer at the rate of 20 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.

35.58

cum

1.007

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.

21.63

cum

1.008

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.

31.68

cum

1.009

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

57.6

cum