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GENERAL-RM - 2026-27- RC1 - Cluster 1- One year running contract for various PWD roads under Roads section Pattanakad -Zone 1- in Alappuzha district 4 road stretches for a total length of 12.35 km-General Civil Work

Public Works Department

pattanakkad | Alappuzha, Kerala

Amount: ₹50.8 LCloses: 28 Sept 20263d left

Timeline

Published19 Sept 2026
Closes28 Sept 2026
Bid Opening30 Sept 2026

Tender Value

₹50.8 L

EMD Value

₹50,000

Closing Date

28 Sept 2026, 3:00 pm3d 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-RM - 2026-27- RC1 - Cluster 1- One year running contract for various PWD roads under Roads section Pattanakad -Zone 1- in Alappuzha district 4 road stretches for a total length of 12.35 km-General Civil Work

Tender Information

Tender ID

2026_PWD_871431_1

Reference Number

PWD/RM/TR/6752/2026_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

365 days

Location

pattanakkad

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 (31 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A - Proactive Maintenance works
1.001	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	12	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.	12	cum	-	-
1.003	55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)	2	cum	-	-
1.004	55.6.a:Providing pre mix bitumen leveling coarse having thickness between 20mm and 40mm with 12mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen (vg 30) with pressure sprayer at the rate of 48 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.	2	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	18.5	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.	5	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.	50	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.	11,425	sqm	-	-
1.009	OD14768/2026-2027:od14870/2020_2021 : Mix Seal Surfacing Providing , Laying and rolling of close graded premix surfacing material of 20mm thickness composed of 11.2 mm to 0.9mm 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 grades as per Technical Specification Clause 509 of MORD (Usage of bitumen is 22.00kg/10m2) By Manual Means	11,425	sqm	-	-

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

priliminary.pdf

Additional Documents • 0.22 MB

affidavit.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A - Proactive Maintenance works
1.001	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	12	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.	12	cum	-	-
1.003	55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)	2	cum	-	-
1.004	55.6.a:Providing pre mix bitumen leveling coarse having thickness between 20mm and 40mm with 12mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen (vg 30) with pressure sprayer at the rate of 48 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.	2	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	18.5	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.	5	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.	50	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.	11,425	sqm	-	-
1.009	OD14768/2026-2027:od14870/2020_2021 : Mix Seal Surfacing Providing , Laying and rolling of close graded premix surfacing material of 20mm thickness composed of 11.2 mm to 0.9mm 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 grades as per Technical Specification Clause 509 of MORD (Usage of bitumen is 22.00kg/10m2) By Manual Means	11,425	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix A - Proactive Maintenance works

1.001

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

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.

cum

1.003

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

cum

1.004

55.6.a:Providing pre mix bitumen leveling coarse having thickness between 20mm and 40mm with 12mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen (vg 30) with pressure sprayer at the rate of 48 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.

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

18.5

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.

11,425

sqm

1.009

OD14768/2026-2027:od14870/2020_2021 : Mix Seal Surfacing Providing , Laying and rolling of close graded premix surfacing material of 20mm thickness composed of 11.2 mm to 0.9mm 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 grades as per Technical Specification Clause 509 of MORD (Usage of bitumen is 22.00kg/10m2) By Manual Means

11,425

sqm