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GENERAL Combined Work Nava Kerala Sadas 2024 25 BM and BC Renewal to NeerampuzhaKalloor road from ch 0.000 to 7.000 ch 0.000 to 1.100 and 2.100 to 7.000 and Deposit workin Neerampuzha Kalloor road from ch 0.000 to 1.100 and 5.400 to 6.900 due to KWA

Public Works Department

Neerampuzha Kaloor Road | Ernakulam, Kerala

Amount: ₹5.9 CrCloses: 19 Oct 2026

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Timeline

Published8 Oct 2026
Closes19 Oct 2026
Bid Opening22 Oct 2026

Tender Value

₹5.9 Cr

EMD Value

₹2 L

Closing Date

19 Oct 2026, 4:00 pm

Tender Inviting Organisation

Name

Superintending Engineer

Address

Superintending Engineer PWD Roads Central Circle Aluva

Work Description

This estimate is proposed for BM and BC renewal Pothole filling GSB Interlocking tile work reconstruction of damaged culverts shoulder strengthening road safety works and Deposit work

Tender Information

Tender ID

2026_PWD_877244_1

Reference Number

PWD/RB/TR/15499/2023_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

210 days

Location

Neerampuzha Kaloor Road

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

14 documents required · 14 mandatory

Fee/PreQual/Technical

RequiredBid security remittance,Bid submission fee remittance and Requisition for e-payment as per item no-6 (.pdf)

RequiredBid submission letter as per item no1 partVII duly filled and signed by the bidder uploaded below1MB (.pdf)

RequiredExperience certificate as per clause 2.4 of sec-6 uploaded below 1 MB (.pdf)

RequiredIntegrity Pact certificate as Item no.3 part VII of bid docs filled and signed by bidder in original (.pdf)

RequiredMoU as per item no-8 of part- VII duly filled and signed by the bidder uploaded below 1 MB (.pdf)

RequiredPreliminary Agreement in plain paper duly filled and signed by the bidder as said Item 2 part VII (.pdf)

RequiredPre-qualification information in the section-VI duly filled and signed by the bidder below 1 MB (.pdf)

RequiredRequisition for e-payment as per item no-6 part VII uploaded below 1 MB (.pdf)

RequiredAffidavit as said Item no.4 Part VII in plain paper duly filled and signed by the bidder below 1 MB (.pdf)

RequiredBank certificate as per clause 2.6 of part VI uploaded below 1 MB (.pdf)

RequiredBidder valid contractor license registration certificate,GST registration and pan card copybelow 1 M (.pdf)

RequiredBid documents with NIT digitally signed uploaded below 1 MB (.pdf)

RequiredPQ supporting documents uploaded (.pdf)

Finance

RequiredBoQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹13,010

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹2 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

8 Oct 2026

Published

8 Oct 2026

Bid Opening

22 Oct 2026

Download Starts

8 Oct 2026

Download Ends

19 Oct 2026

Submission Starts

8 Oct 2026

Clarification Period

8 Oct 2026 - 19 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (40 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1APPENDIX A- ROAD WORK
1.001	2.3.2.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness In area of light jungle - By Mechanical Means	0.8	Hectare	-	-
1.002	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	69.16	cum	-	-
1.003	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.	27.92	cum	-	-
1.004	55.7.a:Providing bitumen leveling coarse between 40mm and 150mm with 36mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen with pressure sprayer at the rate of 20 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.	41.24	cum	-	-
1.005	3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means	1,320	sqm	-	-
1.006	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	198	cum	-	-
1.007	55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.	1,320	sqm	-	-
1.008	12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)	28.8	cum	-	-
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.	70,510	sqm	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.05 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.06 MB

Work Item Documents

BOQ_1490686.xls

BOQ • 0.33 MB

viewsbd.pdf

Tender Documents • 2.48 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1APPENDIX A- ROAD WORK
1.001	2.3.2.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness In area of light jungle - By Mechanical Means	0.8	Hectare	-	-
1.002	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	69.16	cum	-	-
1.003	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.	27.92	cum	-	-
1.004	55.7.a:Providing bitumen leveling coarse between 40mm and 150mm with 36mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen with pressure sprayer at the rate of 20 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.	41.24	cum	-	-
1.005	3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means	1,320	sqm	-	-
1.006	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	198	cum	-	-
1.007	55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.	1,320	sqm	-	-
1.008	12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)	28.8	cum	-	-
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.	70,510	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1APPENDIX A- ROAD WORK

1.001

2.3.2.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness In area of light jungle - By Mechanical Means

0.8

Hectare

1.002

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

69.16

cum

1.003

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.

27.92

cum

1.004

55.7.a:Providing bitumen leveling coarse between 40mm and 150mm with 36mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen with pressure sprayer at the rate of 20 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.

41.24

cum

1.005

3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means

1,320

sqm

1.006

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

198

cum

1.007

55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.

1,320

sqm

1.008

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

28.8

cum

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.

70,510

sqm