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GENERAL- RM-2026-27 - RC 2 Zone 3 -One year Running Contract for various PWD roads under roads section Pothanicadu in Ernakulam district, 6 road stretches for a length of 42.140 km.-General Civil Work-1

Public Works Department

Pothanicadu | Ernakulam, Kerala

Amount: ₹77.4 LCloses: 30 Sept 20265d left

Timeline

Published19 Sept 2026
Closes30 Sept 2026
Bid Opening3 Oct 2026

Tender Value

₹77.4 L

EMD Value

₹50,000

Closing Date

30 Sept 2026, 5:00 pm5d left

Tender Inviting Organisation

Name

Executive Engineer PWD Roads Division Muvattupuzha

Address

O/o Executive Engineer PWD Roads Division Muvattupuzha

Work Description

Initial rectification work Premonsoon works Protective and preventive maintenance works Emergency works.

Tender Information

Tender ID

2026_PWD_871384_1

Reference Number

PWD/RB/TR/2313/2026_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

360 days

Location

Pothanicadu

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

EMD Fee Amount

₹50,000

EMD Fee Exemption Allowed

Yes

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
1Repair & Maintenance of road
1.001	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	77.6	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.	77.6	cum	-	-
1.003	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	72	cum	-	-
1.004	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.	48	cum	-	-
1.005	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.	320	sqm	-	-
1.006	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.	14,700	sqm	-	-
1.007	OD298101/2025-2026:OD129035/2021-2022 Providing , laying and rolling of close graded premix carpet (CGPC) of 20 mm thickness composed of 11.2 mm to 0.09 mm (MoRTH M -041) aggregates premixed using viscosity grade bitumen (VG 30@22 kg of bitumen per 10 sqm (MoRTH 5.7.1 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.	14,700	1 sqm	-	-
1.008	OD4750/2026-2027:Providing and sticking of non retro reflectorized vinyl sign of Existing Display boards for running contract works with one year (Manufactured with vinyl printed sheet )	8.64	no	-	-
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

viewsbd.pdf

Tender Documents • 1.65 MB

prly.pdf

Tender Documents • 2.31 MB

afdvt.pdf

Tender Documents • 0.26 MB

epymnt.pdf

Additional Documents • 0.06 MB

intgrty.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Repair & Maintenance of road
1.001	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	77.6	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.	77.6	cum	-	-
1.003	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	72	cum	-	-
1.004	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.	48	cum	-	-
1.005	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.	320	sqm	-	-
1.006	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.	14,700	sqm	-	-
1.007	OD298101/2025-2026:OD129035/2021-2022 Providing , laying and rolling of close graded premix carpet (CGPC) of 20 mm thickness composed of 11.2 mm to 0.09 mm (MoRTH M -041) aggregates premixed using viscosity grade bitumen (VG 30@22 kg of bitumen per 10 sqm (MoRTH 5.7.1 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.	14,700	1 sqm	-	-
1.008	OD4750/2026-2027:Providing and sticking of non retro reflectorized vinyl sign of Existing Display boards for running contract works with one year (Manufactured with vinyl printed sheet )	8.64	no	-	-
2Pre monsoon works

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Repair & Maintenance of road

1.001

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

77.6

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.

77.6

cum

1.003

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

cum

1.004

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

1.005

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.

320

sqm

1.006

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.

14,700

sqm

1.007

OD298101/2025-2026:OD129035/2021-2022 Providing , laying and rolling of close graded premix carpet (CGPC) of 20 mm thickness composed of 11.2 mm to 0.09 mm (MoRTH M -041) aggregates premixed using viscosity grade bitumen (VG 30@22 kg of bitumen per 10 sqm (MoRTH 5.7.1 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.

14,700

1 sqm

1.008

OD4750/2026-2027:Providing and sticking of non retro reflectorized vinyl sign of Existing Display boards for running contract works with one year (Manufactured with vinyl printed sheet )

8.64

2Pre monsoon works