Kerala

Active

Works

Civil Works - Roads

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: 12 Oct 2026Due today

Tenderkart AI

Reads all tender documents

Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.

Timeline

Published5 Oct 2026
Closes12 Oct 2026
Bid Opening14 Oct 2026

Tender Value

₹50.8 L

EMD Value

₹50,000

Closing Date

12 Oct 2026, 3:00 pmDue today

Tender Inviting Organisation

Name

Executive Engineer PWD Roads Division

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

2025_PWD_817838_2

Reference Number

WD/RB/TR/2465/2025_5_1_

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

Alappuzha

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ/Tender schedule (.xls)

RequiredScanned copy of Preliminary Agreement (.pdf)

RequiredE Payment (.pdf)

RequiredTender documents duly filled (.pdf)

RequiredScanned copy of Registration certificate /License (.pdf)

RequiredFormat for affidavit (.pdf)

RequiredNotice Inviting Tender (.pdf)

RequiredIntegrity Pact (.pdf)

RequiredPart VI- FORMS and DECLARATIONS (.pdf)

RequiredGST Registration certificate (.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

5 Oct 2026

Published

5 Oct 2026

Bid Opening

14 Oct 2026

Download Starts

5 Oct 2026

Download Ends

12 Oct 2026

Submission Starts

5 Oct 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	OD129780/2026-2027: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.	1,330	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	247.29	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.	140.36	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.	1,333.6	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.	1,333.6	sqm	-	-
1.006	OD129779/2026-2027: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	1,333.6	sqm	-	-
1.007	12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15	39.2	cum	-	-
1.008	12.8.B.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20	21	cum	-	-
2Appendix B: Drainage works & side protection

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

viewnit.pdf

Tender Documents • 0.03 MB

viewsbd.pdf

Tender Documents • 1.64 MB

BOQ_1488742.xls

BOQ • 0.31 MB

preliminarysample.pdf

Tender Documents • 0.24 MB

epaymentformnew.pdf

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A: Improvement of Road
1.001	OD129780/2026-2027: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.	1,330	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	247.29	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.	140.36	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.	1,333.6	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.	1,333.6	sqm	-	-
1.006	OD129779/2026-2027: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	1,333.6	sqm	-	-
1.007	12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15	39.2	cum	-	-
1.008	12.8.B.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20	21	cum	-	-
2Appendix B: Drainage works & side protection

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix A: Improvement of Road

1.001

OD129780/2026-2027: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.

1,330

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

247.29

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.

140.36

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.

1,333.6

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.

1,333.6

sqm

1.006

OD129779/2026-2027: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

1,333.6

sqm

1.007

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

39.2

cum

1.008

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

cum

2Appendix B: Drainage works & side protection