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GENERAL-GENERAL - ROUTINE MAINTENANCE 2026-27 RC 1- CLUSTER 1- One year running contract for various PWD Roads under Roads section KOZHENCHERY ZONE 1 in Pathanamthitta Dist -2 Road stretches for a total length of 10.07 km-Genreal Civil Work -Work

Public Works Department

KOZHENCHERY | Pathanamthitta, Kerala

Amount: ₹41.5 LCloses: 28 Sept 20262d left

Timeline

Published19 Sept 2026
Closes28 Sept 2026
Bid Opening30 Sept 2026

Tender Value

₹41.5 L

EMD Value

₹50,000

Closing Date

28 Sept 2026, 3:00 pm2d left

Tender Inviting Organisation

Name

Executive Engineer

Address

O/o The Executive Engineer,PWD Road Maintenance Division ,Alappuzha(Cherthala Rest house compound) 688524

Work Description

GENERAL - ROUTINE MAINTENANCE 2026-27 RC1-CLUSTER 1- One year running contract for various PWD Roads under Roads section KOZHENCHERY ZONE 1 in Pathanamthitta Dist -2 Road stretches for a total length of 10.07 km - Genreal Civil Work -Work

Tender Information

Tender ID

2026_PWD_871234_1

Reference Number

PWD/RM/TR/8525/2026_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

365 days

Location

KOZHENCHERY

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

11 documents required · 11 mandatory

Fee/PreQual/Technical/Finance

RequiredCopy of Registration Certificate (.pdf)

RequiredCopy of e-payment form (.pdf)

RequiredCopy of Preliminary Agreement (.pdf)

RequiredCopy of Affidavit (.pdf)

RequiredNotice Inviting Tender (.pdf)

RequiredBid Documents duly filled (.pdf)

RequiredPerformance Certificate (.pdf)

Requiredbid submission letter (.pdf)

RequiredIntegrity pact certificate (.pdf)

RequiredGST (.pdf)

RequiredBoQ (.xls)

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

19 Sept 2026

Published

19 Sept 2026

Bid Opening

30 Sept 2026

Download Starts

19 Sept 2026

Download Ends

28 Sept 2026

Submission Starts

19 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (26 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1APPENDIX A . PROACTIVE MAINTENANCE
1.001	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	15	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	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.	15	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	cum	-	-
1.005	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	3	cum	-	-
1.006	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.	9	cum	-	-
1.007	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.	80	sqm	-	-
1.008	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.	9,100	sqm	-	-
1.009	OD38890/2026-2027:Providing laying and rolling of close graded premix surfacing material of 20mm thickness composed of 11.20 mm to 0.09 mm (Type A) aggregates using viscosity grade bitumen (VG30) to the required line,grade and level to serve as wearing course on previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel static roller of 80-100 KN capacity and finishing to required level and grade -By manual means.	9,100	sqm	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.07 MB

Work Item Documents

viewsbd.pdf

Tender Documents • 1.65 MB

BOQ_1476555.xls

BOQ • 0.32 MB

affidavit.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1APPENDIX A . PROACTIVE MAINTENANCE
1.001	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	15	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	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.	15	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	cum	-	-
1.005	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	3	cum	-	-
1.006	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.	9	cum	-	-
1.007	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.	80	sqm	-	-
1.008	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.	9,100	sqm	-	-
1.009	OD38890/2026-2027:Providing laying and rolling of close graded premix surfacing material of 20mm thickness composed of 11.20 mm to 0.09 mm (Type A) aggregates using viscosity grade bitumen (VG30) to the required line,grade and level to serve as wearing course on previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel static roller of 80-100 KN capacity and finishing to required level and grade -By manual means.	9,100	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1APPENDIX A . PROACTIVE MAINTENANCE

1.001

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

cum

1.002

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

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

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.

cum

1.005

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

1.006

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

1.007

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.

sqm

1.008

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.

9,100

sqm

1.009

OD38890/2026-2027:Providing laying and rolling of close graded premix surfacing material of 20mm thickness composed of 11.20 mm to 0.09 mm (Type A) aggregates using viscosity grade bitumen (VG30) to the required line,grade and level to serve as wearing course on previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel static roller of 80-100 KN capacity and finishing to required level and grade -By manual means.

9,100

sqm