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L A C - A D S - M L A A D S 2 0 2 4 - 2 0 2 5 - Improvements to yafi palli road -General Civil Work

Public Works Department

Alappuzha, Kerala

Amount: ₹24.2 LCloses: 26 Oct 2026

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Timeline

Published17 Oct 2026
Closes26 Oct 2026
Bid Opening28 Oct 2026

Tender Value

₹24.2 L

EMD Value

₹50,000

Closing Date

26 Oct 2026, 3:00 pm

Tender Inviting Organisation

Name

Executive Engineer

Address

PWD Roads Division Alappuzha

Work Description

L A C - A D S - M L A A D S 2 0 2 4 - 2 0 2 5 - Improvements to yafi palli road -General Civil Work

Tender Information

Tender ID

2026_PWD_880869_1

Reference Number

PWD/RB/TR/20055/2024_5_3_4/1

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

17 Oct 2026

Published

17 Oct 2026

Bid Opening

28 Oct 2026

Download Starts

17 Oct 2026

Download Ends

26 Oct 2026

Submission Starts

17 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (15 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Improvements to Roadway
1.001	OD133469/2026-2027:Dismantling of flexible pavements and sectioning the dismantled material and re rolling	1,005	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	126	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.	123.75	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.	825	sqm	-	-
1.005	OD170477/2026-2027: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	825	sqm	-	-
1.006	12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.	31.13	cum	-	-
1.007	12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)	17.63	cum	-	-
2culvert
2.001	2.4.2.B: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 Prestressed / reinforced cement concrete grade M-20 & above - By Mechanical Means	6.22	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

BOQ_1498194.xls

BOQ • 0.24 MB

Prelemenaryagreement.pdf

Tender Documents • 0.24 MB

Affidavit.pdf

Tender Documents • 0.32 MB

Integrity.pdf

Additional Documents • 0.52 MB

Epayment.pdf

Tender Documents • 0.07 MB

Tenderform.pdf

Additional Documents • 0.41 MB

yafibid.pdf

Tender Documents • 2.35 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Improvements to Roadway
1.001	OD133469/2026-2027:Dismantling of flexible pavements and sectioning the dismantled material and re rolling	1,005	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	126	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.	123.75	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.	825	sqm	-	-
1.005	OD170477/2026-2027: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	825	sqm	-	-
1.006	12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.	31.13	cum	-	-
1.007	12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)	17.63	cum	-	-
2culvert
2.001	2.4.2.B: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 Prestressed / reinforced cement concrete grade M-20 & above - By Mechanical Means	6.22	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Improvements to Roadway

1.001

OD133469/2026-2027:Dismantling of flexible pavements and sectioning the dismantled material and re rolling

1,005

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

126

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.

123.75

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.

825

sqm

1.005

OD170477/2026-2027: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

825

sqm

1.006

12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

31.13

cum

1.007

12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)

17.63

cum

2culvert

2.001

2.4.2.B: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 Prestressed / reinforced cement concrete grade M-20 & above - By Mechanical Means

6.22

cum