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Civil Works - Roads

Zone 4One year RC PerumbavoorErnakulam 2026 2027 Zone 4 One year Running contract for various PWD Roads under road section Perumbavoor in Ernakulam district 4 road stretches for a length of 1195

Public Works Department

Perumbavoor | Ernakulam, Kerala

Amount: ₹41.4 LCloses: 3 Oct 20266d left

Timeline

Published23 Sept 2026
Closes3 Oct 2026
Bid Opening6 Oct 2026

Tender Value

₹41.4 L

EMD Value

₹50,000

Closing Date

3 Oct 2026, 6:00 pm6d left

Tender Inviting Organisation

Name

O/o Executive Engineer, PWD Roads Division,MVPA

Address

O/o Executive Engineer, PWD Roads Division,MVPA

Work Description

36mm , Filling up potholes , Providing and layin WMM Close graded patch drain and culvert , clearing Vegetation , rectification and refurshment of signboards , rectification of drain , pruning of tree branches

Tender Information

Tender ID

2026_PWD_872127_1

Reference Number

PWD/RB/TR/19881/2025_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

360 days

Location

Perumbavoor

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

RequiredScanned copy of preliminary agreement in the prescribed format in Rs. 200/- stamp paper (.pdf)

RequiredScanned Self attested Copy of the bidders valid registration certificate in Kerala PWD,NIT,E-PAYT fo (.pdf)

RequiredAny other relevant document (bank certificate, financial statement, EMD exemption certificate etc.) (.pdf)

RequiredTender documents as downloaded from the website and duly filled by the bidder. (.pdf)

RequiredCopy of GST registration and Scanned copy of Integrity pact certificate (.pdf)

RequiredScanned copy of Affidavit in Rs.200/-(stamp paper attested by Notary). (.pdf)

RequiredBOQ (Tender Schedule) (.xls)

Requiredcontractors experience certificate (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,760

EMD Fee Amount

₹50,000

Important Dates

Last Activity

23 Sept 2026

Published

23 Sept 2026

Bid Opening

6 Oct 2026

Download Starts

23 Sept 2026

Download Ends

3 Oct 2026

Submission Starts

23 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (18 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Proactive / preventive maintenance
1.001	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.	10	cum	-	-
1.002	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	48	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.	48	cum	-	-
1.004	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.	9,080	sqm	-	-
1.005	OD191177/2025-2026:Providing , laying and rolling of close graded premix carpet (CGPC)of 20 mm thickness composed of 11.20mm to 0.09 mm (MoRTH M -041) aggregates premixed using viscosity grade bitumen VG30 @22 kg of bitumen per 10 sqm (MoRTH5.7.1 Type A) to required line, grade and level on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel static, roller of 80-100 KN capacity, finished to required level and grades. By manual means	9,080	sqm	-	-
1.006	OD191178/2025-2026:Conducting and Reporting Routine Inspections for the entire length of the Project Road at a frequency of 7 days throughout the agreement period of the Running Contract as directed by the Departmental Officer at site.	143.4	km	-	-
1.007	OD191179/2025-2026:Removing the old existing vinyl sticker on the display board running contract and replacing with new vinyl sticker ,including lettering,symbols,and transporting to site etc.as per approved drawing and direction of site engineer.	4.32	sqm	-	-
1.008	8.13:Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, the thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform, and free from streaks and holes.	15	sqm	-	-
2Pre monsoon works

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.08 MB

Work Item Documents

afdvt.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Proactive / preventive maintenance
1.001	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.	10	cum	-	-
1.002	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	48	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.	48	cum	-	-
1.004	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.	9,080	sqm	-	-
1.005	OD191177/2025-2026:Providing , laying and rolling of close graded premix carpet (CGPC)of 20 mm thickness composed of 11.20mm to 0.09 mm (MoRTH M -041) aggregates premixed using viscosity grade bitumen VG30 @22 kg of bitumen per 10 sqm (MoRTH5.7.1 Type A) to required line, grade and level on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel static, roller of 80-100 KN capacity, finished to required level and grades. By manual means	9,080	sqm	-	-
1.006	OD191178/2025-2026:Conducting and Reporting Routine Inspections for the entire length of the Project Road at a frequency of 7 days throughout the agreement period of the Running Contract as directed by the Departmental Officer at site.	143.4	km	-	-
1.007	OD191179/2025-2026:Removing the old existing vinyl sticker on the display board running contract and replacing with new vinyl sticker ,including lettering,symbols,and transporting to site etc.as per approved drawing and direction of site engineer.	4.32	sqm	-	-
1.008	8.13:Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, the thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform, and free from streaks and holes.	15	sqm	-	-
2Pre monsoon works

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Proactive / preventive maintenance

1.001

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.

cum

1.002

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

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.

cum

1.004

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.

9,080

sqm

1.005

OD191177/2025-2026:Providing , laying and rolling of close graded premix carpet (CGPC)of 20 mm thickness composed of 11.20mm to 0.09 mm (MoRTH M -041) aggregates premixed using viscosity grade bitumen VG30 @22 kg of bitumen per 10 sqm (MoRTH5.7.1 Type A) to required line, grade and level on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel static, roller of 80-100 KN capacity, finished to required level and grades. By manual means

9,080

sqm

1.006

OD191178/2025-2026:Conducting and Reporting Routine Inspections for the entire length of the Project Road at a frequency of 7 days throughout the agreement period of the Running Contract as directed by the Departmental Officer at site.

143.4

1.007

OD191179/2025-2026:Removing the old existing vinyl sticker on the display board running contract and replacing with new vinyl sticker ,including lettering,symbols,and transporting to site etc.as per approved drawing and direction of site engineer.

4.32

sqm

1.008

8.13:Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, the thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform, and free from streaks and holes.

sqm

2Pre monsoon works