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GENERAL Upgradation of Coastal Roads in Eravipuram LAC Upgradation of Kallummoodumukku Muslim palli Aandikkazhikom Thekkemukku Road in Wards XII and XIII of Mayyanad Panchayath in Mukhathala Block of Eravipuram LAC General Civil Work

Harbour Engineering Department

Mayyanad Panchayath in Eravipuram LAC | Kollam, Kerala

Amount: ₹1.3 CrCloses: 22 Oct 20267d left

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Timeline

Published13 Oct 2026
Closes22 Oct 2026
Bid Opening24 Oct 2026

Tender Value

₹1.3 Cr

EMD Value

₹50,000

Closing Date

22 Oct 2026, 6:00 pm7d left

Tender Inviting Organisation

Name

Superinteinding Engineer South Circle

Address

Superintending Engineer Harbour Engineering Department(HED) Office of the Superintending Engineer,SOUTH CIRCLE, Thiruvananthapuram

Work Description

GENERAL Upgradation of Coastal Roads in Eravipuram LAC Upgradation of Kallummoodumukku Muslim palli Aandikkazhikom Thekkemukku Road in Wards XII and XIII of Mayyanad Panchayath in Mukhathala Block of Eravipuram LAC General Civil Work

Tender Information

Tender ID

2026_HED_879184_1

Reference Number

HED/CEHED/TR/550/2025_5_1_1/RC 1/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

240 days

Location

Mayyanad Panchayath in Eravipuram LAC

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 remittance towards bid submission fee and Bid Security. (.pdf)

Requiredvalid registration certificate of bidder in Kerala PWD CPWD (.pdf)

RequiredDuly filled and signed copy of bid submission letter (.pdf)

RequiredDuly filled and signed copy of preliminary agreement (.pdf)

RequiredDuly filled and signed copy of Integrity pact certificate (.pdf)

RequiredDuly filled and signed copy of Affidavit (.pdf)

RequiredDuly filled and signed copy of requisition for e-payment form (.pdf)

RequiredFilled and signed copy of SBD and NIT (.pdf)

RequiredCopy of GST certificate and copy of tender fee GST paid challan receipt (.pdf)

RequiredCopy of PAN card (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹5,515

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹50,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

13 Oct 2026

Published

13 Oct 2026

Bid Opening

24 Oct 2026

Download Starts

13 Oct 2026

Download Ends

22 Oct 2026

Submission Starts

13 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (16 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Demolishing Interlock
1.001	OD4866/2026-2027:Demolishing interlocking paver block including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. Details of cost for 10 sqm<br>LABOUR:	128	sqm	-	-
2Scarifying
2.001	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	3,515	sqm	-	-
2.002	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	270	cum	-	-
2.003	4.2.A.2: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-IV - For lower sub-base - Mix in Place Method	235	cum	-	-
2.004	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.	665	cum	-	-
2.005	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.	5,680	sqm	-	-
2.006	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.	5,680	sqm	-	-
2.007	5.3.2.a:Providing and laying bituminous macadam 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 (VG 30), transported to the site, laid over a previously prepared surface with paver finisher to the required grade, level, and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction For Grading II - (19 mm nominal size)	287	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.98 MB

Work Item Documents

SBD.pdf

Tender Documents • 2.16 MB

BOQ_1494594.xls

BOQ • 0.31 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Demolishing Interlock
1.001	OD4866/2026-2027:Demolishing interlocking paver block including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. Details of cost for 10 sqm<br>LABOUR:	128	sqm	-	-
2Scarifying
2.001	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	3,515	sqm	-	-
2.002	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	270	cum	-	-
2.003	4.2.A.2: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-IV - For lower sub-base - Mix in Place Method	235	cum	-	-
2.004	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.	665	cum	-	-
2.005	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.	5,680	sqm	-	-
2.006	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.	5,680	sqm	-	-
2.007	5.3.2.a:Providing and laying bituminous macadam 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 (VG 30), transported to the site, laid over a previously prepared surface with paver finisher to the required grade, level, and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction For Grading II - (19 mm nominal size)	287	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Demolishing Interlock

1.001

OD4866/2026-2027:Demolishing interlocking paver block including stacking of serviceable material and disposal of unserviceable material within 50 metres lead. Details of cost for 10 sqm<br>LABOUR:

128

sqm

2Scarifying

2.001

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

3,515

sqm

2.002

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

270

cum

2.003

4.2.A.2: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-IV - For lower sub-base - Mix in Place Method

235

cum

2.004

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.

665

cum

2.005

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.

5,680

sqm

2.006

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.

5,680

sqm

2.007

5.3.2.a:Providing and laying bituminous macadam 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 (VG 30), transported to the site, laid over a previously prepared surface with paver finisher to the required grade, level, and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction For Grading II - (19 mm nominal size)

287

cum