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Civil Works - Roads

One year PerumbavoorErnakulam Zone 5 One year Running contract for various PWD Roads under road section Perumbavoor in Ernakulam district 8 road stretches for a length of 23.195 kmGeneral Civil Work

Public Works Department

Perumbavoor | Ernakulam, Kerala

Amount: ₹75.8 LCloses: 30 Sept 20265d left

Timeline

Published19 Sept 2026
Closes30 Sept 2026
Bid Opening3 Oct 2026

Tender Value

₹75.8 L

EMD Value

₹50,000

Closing Date

30 Sept 2026, 5:00 pm5d left

Tender Inviting Organisation

Name

Executive Engineer PWD Roads Division Muvattu

Address

O/o Executive Engineer PWD Roads Division Muvattupuzha

Work Description

6mm Filling up potholes Providing and laying WMM 20 mm Close graded patch workinterlocking tile workclearing Vegetation rectification and refurshment of signboards rectification of drain pruning of tree branche

Tender Information

Tender ID

2026_PWD_871299_1

Reference Number

PWD/RB/TR/1279/2026_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 (.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 prescribed format (.pdf)

RequiredBOQ (Tender Schedule) (.xls)

Requiredcontractors experience certificate (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹50,000

Important Dates

Last Activity

19 Sept 2026

Published

19 Sept 2026

Bid Opening

3 Oct 2026

Download Starts

19 Sept 2026

Download Ends

30 Sept 2026

Submission Starts

19 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (27 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Reactive maintenance (Initial rectification work )
1.001	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	64.9	cum	-	-
1.002	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.	64.9	cum	-	-
1.003	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.	12	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.	14,087.5	sqm	-	-
1.005	OD282624/2025-2026: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	14,087.5	sqm	-	-
1.006	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	63.75	cum	-	-
1.007	OD282623/2025-2026: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.	5.04	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.	12	sqm	-	-
1.009	8.4.1:Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause 801.3.3 fixed over aluminum sheeting, 2 mm thick/aluminum composite material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. 90 cm equilateral triangle	4	each	-	-

Documents

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Tender Page Snapshot

details.html

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NIT Documents

Tendernotice_1.pdf

PDF • 0.08 MB

Work Item Documents

viewsbd.pdf

Tender Documents • 1.64 MB

afdvt.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Reactive maintenance (Initial rectification work )
1.001	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	64.9	cum	-	-
1.002	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.	64.9	cum	-	-
1.003	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.	12	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.	14,087.5	sqm	-	-
1.005	OD282624/2025-2026: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	14,087.5	sqm	-	-
1.006	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	63.75	cum	-	-
1.007	OD282623/2025-2026: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.	5.04	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.	12	sqm	-	-
1.009	8.4.1:Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause 801.3.3 fixed over aluminum sheeting, 2 mm thick/aluminum composite material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. 90 cm equilateral triangle	4	each	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Reactive maintenance (Initial rectification work )

1.001

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

64.9

cum

1.002

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.

64.9

cum

1.003

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

1.004

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.

14,087.5

sqm

1.005

OD282624/2025-2026: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

14,087.5

sqm

1.006

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

63.75

cum

1.007

OD282623/2025-2026: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.

5.04

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

1.009

8.4.1:Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause 801.3.3 fixed over aluminum sheeting, 2 mm thick/aluminum composite material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. 90 cm equilateral triangle

each