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GENERAL Sabarimala Festival 2026 27 MC Road Replacing Damaged and undulated Paving Tiles with BM BC Near Pezhakapilly Fish Market Along MC Road Ch 209.900 to 210.280and Shoulder Strengthening using dismantled tile between Chainage209.400and210.780

Public Works Department

Near Pezhakapilly Fish Market Along MC Road | Ernakulam, Kerala

Amount: ₹1.8 CrCloses: 23 Oct 20264d left

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Timeline

Published14 Oct 2026
Closes23 Oct 2026
Bid Opening26 Oct 2026

Tender Value

₹1.8 Cr

EMD Value

₹50,000

Closing Date

23 Oct 2026, 4:00 pm4d left

Tender Inviting Organisation

Name

Superintending Engineer

Address

Superintending Engineer O/o Superintending Engineer PWD Roads Central Circle Aluva

Work Description

Replacing damaged and undulated tiles with DBM and BC. Also provision for GSB and WMM necessay items for shoulder protection,draindamaged drain rectification and also necessary traffic safety items also included

Tender Information

Tender ID

2026_PWD_879285_1

Reference Number

PWD/RB/TR/10611/2026_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Near Pezhakapilly Fish Market Along MC Road

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredBid security remittance,Bid submission fee remittance as per item no-6 part VI below 1 MB (.pdf)

RequiredBid submission letter as per item no 1 part VI duly filled and signed by the bidder below 1 MB (.pdf)

RequiredIntegrity Pact as Item no.3 part VI of bid docs filled ,signed by bidder in original below 1 MB (.pdf)

RequiredPreliminary Agreement in plain paper duly filled ,signed by bidder as said Item 2 part VI below1MB (.pdf)

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

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

RequiredBidder valid contractor license, pan card uploaded below 1 MB (.pdf)

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

RequiredGST registration (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹6,508

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹50,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

14 Oct 2026

Published

14 Oct 2026

Bid Opening

26 Oct 2026

Download Starts

14 Oct 2026

Download Ends

23 Oct 2026

Submission Starts

14 Oct 2026

Clarification Period

14 Oct 2026 - 23 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (27 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A - Road Works
1.001	OD73578/2026-2027:Taking out existing CC interlocking paver blocks from carriage way with care, including removal of rubbish etc, stacking of usable and unsuable tiles separately at site including all lead and lift etc complete as per the direction of Engineer incharge at site.	4,489.5	sqm	-	-
1.002	3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m	776.25	cum	-	-
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	636.25	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.	912.5	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.	4,562.5	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.	5,687.5	sqm	-	-
1.007	5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.	4,562.5	sqm	-	-
1.008	5.4.2a:Dense Graded Bituminous Macadam:- For Grading II (26.5 mm nominal size) Providing and laying dense graded bituminous macadam with 80-100 TPH HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder (VG 30) @ 4.0 to 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.	253.13	cum	-	-
1.009	5.6.2.a:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder( NRMB) @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects For Grading - II (13.2 mm Nominal Size)	77.81	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.06 MB

Work Item Documents

BOQ_1494875.xls

BOQ • 0.32 MB

viewsbd.pdf

Tender Documents • 1.65 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A - Road Works
1.001	OD73578/2026-2027:Taking out existing CC interlocking paver blocks from carriage way with care, including removal of rubbish etc, stacking of usable and unsuable tiles separately at site including all lead and lift etc complete as per the direction of Engineer incharge at site.	4,489.5	sqm	-	-
1.002	3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m	776.25	cum	-	-
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	636.25	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.	912.5	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.	4,562.5	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.	5,687.5	sqm	-	-
1.007	5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.	4,562.5	sqm	-	-
1.008	5.4.2a:Dense Graded Bituminous Macadam:- For Grading II (26.5 mm nominal size) Providing and laying dense graded bituminous macadam with 80-100 TPH HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder (VG 30) @ 4.0 to 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.	253.13	cum	-	-
1.009	5.6.2.a:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder( NRMB) @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects For Grading - II (13.2 mm Nominal Size)	77.81	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix A - Road Works

1.001

OD73578/2026-2027:Taking out existing CC interlocking paver blocks from carriage way with care, including removal of rubbish etc, stacking of usable and unsuable tiles separately at site including all lead and lift etc complete as per the direction of Engineer incharge at site.

4,489.5

sqm

1.002

3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m

776.25

cum

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

636.25

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.

912.5

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.

4,562.5

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.

5,687.5

sqm

1.007

5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.

4,562.5

sqm

1.008

5.4.2a:Dense Graded Bituminous Macadam:- For Grading II (26.5 mm nominal size) Providing and laying dense graded bituminous macadam with 80-100 TPH HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder (VG 30) @ 4.0 to 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.

253.13

cum

1.009

5.6.2.a:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder( NRMB) @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects For Grading - II (13.2 mm Nominal Size)

77.81

cum