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GENERAL RC1 2026 27 CLUSTER I PAYYANNUR PART I One Year Running Maintenance Contract for various PWD roads under Roads Section Payyannur in Kannur District 5 Road stretches Total length 40.620 Km General Civil Work

Public Works Department

Payyannur | Kannur, Kerala

Amount: ₹82.6 LCloses: 16 Oct 20265d left

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Timeline

Published7 Oct 2026
Closes16 Oct 2026
Bid Opening22 Oct 2026

Tender Value

₹82.6 L

EMD Value

₹50,000

Closing Date

16 Oct 2026, 3:30 pm5d left

Tender Inviting Organisation

Name

Executive Engineer,

Address

Office of the Executive Engineer,PWD Road Maintenance Division,Kannur

Work Description

Details of Work The estimate prepared under 4 appendices Appendix A Reactive Works Appendix B Pre monsoon Works Appendix C Proactive Works Proactive preventive works Appendix D Emergency Work

Tender Information

Tender ID

2026_PWD_869262_2

Reference Number

D1/TN/15/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

Payyannur

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

12 documents required · 12 mandatory

Fee/PreQual/Technical/Finance

RequiredScanned copy of duly filled up preliminary agreement in Rs 200 stamp paper in the prescribed format (.pdf)

RequiredScanned copy of registration certificate showing validity attested by AEE or EE (.pdf)

RequiredNotice Inviting Tender as downloaded from the website (.pdf)

RequiredTender Documents as downloaded from the website (.pdf)

RequiredDuly filled e payment requisition form downloaded from website (.pdf)

RequiredAny other relevant docs Tech Bid docs Relevent docs for Concessions Bank letter etc (.pdf)

RequiredBOQ Schedule (.xls)

RequiredScanned copy of GST registration certificate (.pdf)

RequiredBid Submission letter as per item no 1 Part VI (.pdf)

RequiredIntegrity Pact Certificate as per item no 3 Part VI (.pdf)

RequiredAffidavit as per item no 4 part VI (.pdf)

RequiredPerformance Certificate from the PWD as per G O (Rt)No.476 2024 PWD Dated Thiruvananthapuram24 (.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

7 Oct 2026

Published

7 Oct 2026

Bid Opening

22 Oct 2026

Download Starts

7 Oct 2026

Download Ends

16 Oct 2026

Submission Starts

7 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (36 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A :- Reactive (Initial rectification) Maintenance Works
1.001	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	3.4	cum	-	-
1.002	55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)	3.36	cum	-	-
1.003	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.	3.4	cum	-	-
1.004	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.	3.36	cum	-	-
1.005	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.	1,650.8	sqm	-	-
1.006	OD9235/2026-2027:Mixed Seal Surfacing - Manual means - Type A - Bitumen VG 30 - Providing, laying and rolling of close graded premix surfacing material of 20 mm thickness composed of 0.9 mm to 11.2 mm (type A) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grade as per technical specification.	1,650.8	sqm	-	-
2Appendix B :- Premonsoon Works
2.001	3.24.A:Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil by mechanical Means to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres)	420	metre	-	-
2.002	2.3.2.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness In area of light jungle - By Mechanical Means	11.1	Hectare	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.07 MB

Tendernotice_2.pdf

PDF • 1.67 MB

Work Item Documents

BOQ_1490594.xls

BOQ • 0.33 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A :- Reactive (Initial rectification) Maintenance Works
1.001	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	3.4	cum	-	-
1.002	55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)	3.36	cum	-	-
1.003	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.	3.4	cum	-	-
1.004	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.	3.36	cum	-	-
1.005	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.	1,650.8	sqm	-	-
1.006	OD9235/2026-2027:Mixed Seal Surfacing - Manual means - Type A - Bitumen VG 30 - Providing, laying and rolling of close graded premix surfacing material of 20 mm thickness composed of 0.9 mm to 11.2 mm (type A) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grade as per technical specification.	1,650.8	sqm	-	-
2Appendix B :- Premonsoon Works
2.001	3.24.A:Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil by mechanical Means to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres)	420	metre	-	-
2.002	2.3.2.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness In area of light jungle - By Mechanical Means	11.1	Hectare	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix A :- Reactive (Initial rectification) Maintenance Works

1.001

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

3.4

cum

1.002

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

3.36

cum

1.003

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.

3.4

cum

1.004

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.

3.36

cum

1.005

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.

1,650.8

sqm

1.006

OD9235/2026-2027:Mixed Seal Surfacing - Manual means - Type A - Bitumen VG 30 - Providing, laying and rolling of close graded premix surfacing material of 20 mm thickness composed of 0.9 mm to 11.2 mm (type A) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grade as per technical specification.

1,650.8

sqm

2Appendix B :- Premonsoon Works

2.001

3.24.A:Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil by mechanical Means to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres)

420

metre

2.002

2.3.2.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness In area of light jungle - By Mechanical Means

11.1

Hectare