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GENERAL-Maintenance works-Routine Maintenance 2026-27-RC1-Cluster 1 One year running contract of Mavelikkara -Kozhenchery road (Ch 6/986 to ch 19/925) in Alappuzha district for a total length of 12.939 km-General Civil Work-1

Public Works Department

mavelikkara | Alappuzha, Kerala

Amount: ₹59.5 LCloses: 28 Sept 20263d left

Timeline

Published19 Sept 2026
Closes28 Sept 2026
Bid Opening30 Sept 2026

Tender Value

₹59.5 L

EMD Value

₹50,000

Closing Date

28 Sept 2026, 3:00 pm3d left

Tender Inviting Organisation

Name

Executive Engineer

Address

O/o The Executive Engineer,PWD Road Maintenance Division ,Alappuzha(Cherthala Rest house compound) 688524

Work Description

GENERAL-Maintenance works-Routine Maintenance 2026-27-RC1-Cluster 1 One year running contract of Mavelikkara -Kozhenchery road (Ch 6/986 to ch 19/925) in Alappuzha district for a total length of 12.939 km-General Civil Work-1

Tender Information

Tender ID

2026_PWD_866950_2

Reference Number

PWD/RM/TR/10767/2025_5_1_1/2

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

365 days

Location

mavelikkara

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

11 documents required · 11 mandatory

Fee/PreQual/Technical/Finance

RequiredCopy of Registration Certificate (.pdf)

RequiredCopy of e-payment form (.pdf)

RequiredCopy of Preliminary Agreement (.pdf)

RequiredCopy of Affidavit (.pdf)

RequiredNotice Inviting Tender (.pdf)

RequiredBid Documents duly filled (.pdf)

RequiredPerformance Certificate (.pdf)

RequiredBoQ (.xls)

Requiredbid submission letter (.pdf)

RequiredIntegrity pact certificate (.pdf)

RequiredGST (.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

19 Sept 2026

Published

19 Sept 2026

Bid Opening

30 Sept 2026

Download Starts

19 Sept 2026

Download Ends

28 Sept 2026

Submission Starts

19 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (34 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A - Proactive Maintenance works
1.001	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	14	cum	-	-
1.002	55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.	14	cum	-	-
1.003	2.4.4.D: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 Dismantling Stone Masonry - Dry rubble masonry	63	cum	-	-
1.004	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.	18	cum	-	-
1.005	12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)	3.5	cum	-	-
1.006	12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15	42.5	cum	-	-
1.007	12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer	30	cum	-	-
1.008	12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications	3	MT	-	-
1.009	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.	4,368	sqm	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.06 MB

Work Item Documents

viewsbd.pdf

Tender Documents • 1.65 MB

BOQ_1477082.xls

BOQ • 0.33 MB

affidavit.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A - Proactive Maintenance works
1.001	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	14	cum	-	-
1.002	55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.	14	cum	-	-
1.003	2.4.4.D: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 Dismantling Stone Masonry - Dry rubble masonry	63	cum	-	-
1.004	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.	18	cum	-	-
1.005	12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)	3.5	cum	-	-
1.006	12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15	42.5	cum	-	-
1.007	12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer	30	cum	-	-
1.008	12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications	3	MT	-	-
1.009	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.	4,368	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix A - Proactive Maintenance works

1.001

55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.

cum

1.002

55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.

cum

1.003

2.4.4.D: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 Dismantling Stone Masonry - Dry rubble masonry

cum

1.004

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.

cum

1.005

12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)

3.5

cum

1.006

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

42.5

cum

1.007

12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer

cum

1.008

12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications

1.009

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.

4,368

sqm