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Retender - L A C - A D S - M L A A D S 2 0 2 5 - 2 0 2 6 - Improvements to Kurukkanparambu road -and colonyil Road-General Civil Work

Public Works Department

Alappuzha, Kerala

Amount: ₹28.4 LCloses: 29 Sept 20266d left

Timeline

Published21 Sept 2026
Closes29 Sept 2026
Bid Opening1 Oct 2026

Tender Value

₹28.4 L

EMD Value

₹50,000

Closing Date

29 Sept 2026, 3:00 pm6d left

Tender Inviting Organisation

Name

Executive Engineer

Address

PWD Roads Division Alappuzha

Work Description

Retender - L A C - A D S - M L A A D S 2 0 2 5 - 2 0 2 6 - Improvements to Kurukkanparambu road -and colonyil Road-General Civil Work

Tender Information

Tender ID

2026_PWD_867895_2

Reference Number

PWD/RB/TR/2993/2026_5_1_1/RC 1/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

90 days

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

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)

RequiredBOQ/Tender schedule (.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

21 Sept 2026

Published

21 Sept 2026

Bid Opening

1 Oct 2026

Download Starts

21 Sept 2026

Download Ends

29 Sept 2026

Submission Starts

21 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (17 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix: A Improvements to road
1.001	OD126231/2026-2027: Dismantling of flexible pavements and sectioning the dismantled material and re rolling	615	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	63.5	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.	187.5	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.	1,250	sqm	-	-
1.005	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.	1,250	sqm	-	-
1.006	OD126230/2026-2027:Providing, laying and rolling of close-graded premix surfacing (Mix seal surfacing) material of 40 mm thickness composed of 25 mm to 10 mm and 11.2 mm to 0.09 mm aggregates using viscosity grade bitumen (VG-30) to the 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 smooth wheeled roller 80-100 KN capacity and finishing to required level ,by Manual means	1,250	sqm	-	-
1.007	OD126232/2026-2027:Supplying and fixing granite 18 mm thick on wall for name board including fixing charges etc.	0.54	sqm	-	-
2Appendix B :Providing Drainage
2.001	2.4.2.A:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Cement Concrete Grade M-15 & M-20 - By Mechanical Means	13.2	cum	-	-

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

Epayment.pdf

Tender Documents • 0.07 MB

BOQ_1477486.xls

BOQ • 0.24 MB

Kurubid.pdf

Tender Documents • 1.63 MB

Affidavit.pdf

Tender Documents • 0.32 MB

Integrity.pdf

Additional Documents • 0.52 MB

Tenderform.pdf

Additional Documents • 0.41 MB

Prelemenaryagreement.pdf

Tender Documents • 0.24 MB

Ready to Participate?

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix: A Improvements to road
1.001	OD126231/2026-2027: Dismantling of flexible pavements and sectioning the dismantled material and re rolling	615	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	63.5	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.	187.5	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.	1,250	sqm	-	-
1.005	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.	1,250	sqm	-	-
1.006	OD126230/2026-2027:Providing, laying and rolling of close-graded premix surfacing (Mix seal surfacing) material of 40 mm thickness composed of 25 mm to 10 mm and 11.2 mm to 0.09 mm aggregates using viscosity grade bitumen (VG-30) to the 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 smooth wheeled roller 80-100 KN capacity and finishing to required level ,by Manual means	1,250	sqm	-	-
1.007	OD126232/2026-2027:Supplying and fixing granite 18 mm thick on wall for name board including fixing charges etc.	0.54	sqm	-	-
2Appendix B :Providing Drainage
2.001	2.4.2.A:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Cement Concrete Grade M-15 & M-20 - By Mechanical Means	13.2	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix: A Improvements to road

1.001

OD126231/2026-2027: Dismantling of flexible pavements and sectioning the dismantled material and re rolling

615

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

63.5

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.

187.5

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.

1,250

sqm

1.005

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.

1,250

sqm

1.006

OD126230/2026-2027:Providing, laying and rolling of close-graded premix surfacing (Mix seal surfacing) material of 40 mm thickness composed of 25 mm to 10 mm and 11.2 mm to 0.09 mm aggregates using viscosity grade bitumen (VG-30) to the 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 smooth wheeled roller 80-100 KN capacity and finishing to required level ,by Manual means

1,250

sqm

1.007

OD126232/2026-2027:Supplying and fixing granite 18 mm thick on wall for name board including fixing charges etc.

0.54

sqm

2Appendix B :Providing Drainage

2.001

2.4.2.A:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Cement Concrete Grade M-15 & M-20 - By Mechanical Means

13.2

cum