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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 Market Puthenpally - Aliyas r o a d i n L e j n a t h W a r d i n A l a p p u z h a Municipality-General Civil Wor

Public Works Department

Alappuzha, Kerala

Amount: ₹46.6 LCloses: 29 Sept 20266d left

Timeline

Published21 Sept 2026
Closes29 Sept 2026
Bid Opening1 Oct 2026

Tender Value

₹46.6 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 Market Puthenpally - Aliyas r o a d i n L e j n a t h W a r d i n A l a p p u z h a Municipality-General Civil Work

Tender Information

Tender ID

2026_PWD_867891_2

Reference Number

PWD/RB/TR/1115/2026_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

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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 (19 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix: A Improvements to road
1.001	OD126218/2026-2027: Dismantling of flexible pavements and sectioning the dismantled material and re rolling	1,556.8	sqm	-	-
1.002	OD126217/2026-2027:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.	77	sqm	-	-
1.003	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	92.68	cum	-	-
1.004	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.	230.37	cum	-	-
1.005	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.	1,535.8	sqm	-	-
1.006	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.	1,535.8	sqm	-	-
1.007	OD126219/2026-2027: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	1,535.8	sqm	-	-
1.008	OD126220/2026-2027:Supplying and fixing granite 18 mm thick on wall for name board including fixing charges etc.	0.54	sqm	-	-
2Appendix B :Providing Drainage

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

Integrity.pdf

Additional Documents • 0.52 MB

Tenderform.pdf

Additional Documents • 0.41 MB

Marbid.pdf

Tender Documents • 1.63 MB

Prelemenaryagreement.pdf

Tender Documents • 0.24 MB

Epayment.pdf

Tender Documents • 0.07 MB

Affidavit.pdf

Tender Documents • 0.32 MB

BOQ_1477490.xls

BOQ • 0.24 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix: A Improvements to road
1.001	OD126218/2026-2027: Dismantling of flexible pavements and sectioning the dismantled material and re rolling	1,556.8	sqm	-	-
1.002	OD126217/2026-2027:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.	77	sqm	-	-
1.003	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	92.68	cum	-	-
1.004	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.	230.37	cum	-	-
1.005	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.	1,535.8	sqm	-	-
1.006	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.	1,535.8	sqm	-	-
1.007	OD126219/2026-2027: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	1,535.8	sqm	-	-
1.008	OD126220/2026-2027:Supplying and fixing granite 18 mm thick on wall for name board including fixing charges etc.	0.54	sqm	-	-
2Appendix B :Providing Drainage

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix: A Improvements to road

1.001

OD126218/2026-2027: Dismantling of flexible pavements and sectioning the dismantled material and re rolling

1,556.8

sqm

1.002

OD126217/2026-2027:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.

sqm

1.003

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

92.68

cum

1.004

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.

230.37

cum

1.005

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.

1,535.8

sqm

1.006

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.

1,535.8

sqm

1.007

OD126219/2026-2027: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

1,535.8

sqm

1.008

OD126220/2026-2027:Supplying and fixing granite 18 mm thick on wall for name board including fixing charges etc.

0.54

sqm

2Appendix B :Providing Drainage