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GENERAL -LAC-ADS-MLA -ADS 2026-27 Haripad LAC -Improvements to Haripad Railway station Road from NH in Haripad Municipality-General Civil Work

Public Works Department

Alappuzha, Kerala

Amount: ₹50.8 LCloses: 11 Aug 2026Closed

Timeline

Published4 Aug 2026
Closed11 Aug 2026
Bid Opening13 Aug 2026
Award—

Tender Value

₹50.8 L

EMD Value

₹50,000

Closing Date

11 Aug 2026, 3:30 pmClosed

Tender Inviting Organisation

Name

Office of The Executive Engineer PWD Roads Divisio

Address

Office of The Executive Engineer PWD Roads Division Alappuzha

Work Description

GENERAL -LAC-ADS-MLA -ADS 2026-27 Haripad LAC -Improvements to Haripad Railway station Road from NH in Haripad Municipality-General Civil Work

Tender Information

Tender ID

2026_PWD_864175_1

Reference Number

PWD/RB/TR/10428/2026_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

Alappuzha

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

Required1. Scanned copy of preliminary agreement (.pdf)

Required2. BOQ/ Tender schedule (.xls)

Required3.Bid document (.pdf)

Required4.E-Payment (.pdf)

Required5. Scanned copy of registration certificate/License (.pdf)

Required6. Affidavit (.pdf)

Required7. Notice Inviting Tender (.pdf)

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

11 Aug 2026

Published

4 Aug 2026

Bid Opening

13 Aug 2026

Download Starts

4 Aug 2026

Download Ends

11 Aug 2026

Submission Starts

4 Aug 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (19 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A: Improvement of Road
1.001	OD112067/2026-2027:Scarifying theexisting bituminous road surface to a depth of 50mm then levelling the ground with scarified materials mixed with water at OMC and then by rolling so as to achieve minimum density for embankment construction.	-	sqm	-	-
1.002	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	1	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	5.1.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.	1	sqm	-	-
1.005	5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.	1	sqm	-	-
1.006	OD71004/2026-2027:OD241570/2022-2023 Providing, laying and rolling of close graded premix surfacing material of 40mm thickness composed of 11.2mm to 0.09mm ( Type-A) aggregates using viscosity grade bitumen( VG30) to the required line , grade and level to serve as wearing course on a previously prepared base , including mixing in a suitable HMP of appropriate capacity not less than75 tonnes/ hour, laying and rolling with a smooth wheeled roller 8-10 tonne capacity and finishing to required level and grade	1	sqm	-	-
1.007	12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. <br> PCC Grade M15 <br>	-	cum	-	-
1.008	12.8.B.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> PCC Grade M20<br>	-	cum	-	-
2Appendix B: Drainage works & side protection

Stage Documents

Stage Summary Snapshot

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Documents

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Tender Page Snapshot

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NIT Documents

Tendernotice_1.pdf

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Work Item Documents

viewsbd.pdf

Tender Documents • 1.64 MB

tenderfoarm.pdf

Tender Documents • 0.42 MB

preliminarysample.pdf

Tender Documents • 0.24 MB

affidavit.pdf

Additional Documents • 0.26 MB

Integrity.pdf

Additional Documents • 0.42 MB

BOQ_1462094.xls

BOQ • 0.31 MB

epaymentform.pdf

Tender Documents • 0.06 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A: Improvement of Road
1.001	OD112067/2026-2027:Scarifying theexisting bituminous road surface to a depth of 50mm then levelling the ground with scarified materials mixed with water at OMC and then by rolling so as to achieve minimum density for embankment construction.	-	sqm	-	-
1.002	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	1	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	5.1.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.	1	sqm	-	-
1.005	5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.	1	sqm	-	-
1.006	OD71004/2026-2027:OD241570/2022-2023 Providing, laying and rolling of close graded premix surfacing material of 40mm thickness composed of 11.2mm to 0.09mm ( Type-A) aggregates using viscosity grade bitumen( VG30) to the required line , grade and level to serve as wearing course on a previously prepared base , including mixing in a suitable HMP of appropriate capacity not less than75 tonnes/ hour, laying and rolling with a smooth wheeled roller 8-10 tonne capacity and finishing to required level and grade	1	sqm	-	-
1.007	12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. <br> PCC Grade M15 <br>	-	cum	-	-
1.008	12.8.B.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> PCC Grade M20<br>	-	cum	-	-
2Appendix B: Drainage works & side protection

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix A: Improvement of Road

1.001

OD112067/2026-2027:Scarifying theexisting bituminous road surface to a depth of 50mm then levelling the ground with scarified materials mixed with water at OMC and then by rolling so as to achieve minimum density for embankment construction.

sqm

1.002

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

1.003

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

5.1.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

1.005

5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.

sqm

1.006

OD71004/2026-2027:OD241570/2022-2023 Providing, laying and rolling of close graded premix surfacing material of 40mm thickness composed of 11.2mm to 0.09mm ( Type-A) aggregates using viscosity grade bitumen( VG30) to the required line , grade and level to serve as wearing course on a previously prepared base , including mixing in a suitable HMP of appropriate capacity not less than75 tonnes/ hour, laying and rolling with a smooth wheeled roller 8-10 tonne capacity and finishing to required level and grade

sqm

1.007

12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. <br> PCC Grade M15 <br>

cum

1.008

12.8.B.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> PCC Grade M20<br>

cum

2Appendix B: Drainage works & side protection