Kerala

Cancelled

Works

Civil Works - Roads

LAC ADS MLA ADS 2025 26 Arayalmuk Kakkakunnu road tarring and side concrete in Sooranad South GP in Kunnathur LAC General Civil Work

Public Works Department

PWD ROADS DIVISION KOLLAM | Kollam, Kerala

Amount: ₹25.4 LCloses: 3 Jul 2026Closed

Timeline

Published24 Jun 2026
Closed3 Jul 2026
Cancelled29 Sept 2026

Cancellation Details

Cancellation of Tender

Cancellation of TenderCancellation of TenderReason: No Bids receivedDocument: cancelled_1.pdf

Published 29 Sept 2026

Tender Value

₹25.4 L

EMD Value

₹50,000

Closing Date

3 Jul 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

PWD ROADS Division Kollam

Work Description

LAC ADS MLA ADS 2025 26 Arayalmuk Kakkakunnu road tarring and side concrete in Sooranad South GP in Kunnathur LAC General Civil Work

Tender Information

Tender ID

2026_PWD_830899_5

Reference Number

82/EE/ET/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

90 days

Location

PWD ROADS DIVISION KOLLAM

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

11 documents required · 11 mandatory

Fee/PreQual/Technical/Finance

RequiredBill of Quantities (BOQ) (.xls)

RequiredCopy of contractors registration certificate (.pdf)

RequiredScanned copy of preliminary agreement (.pdf)

RequiredTender Document (Bid Doc) (.pdf)

RequiredScanned copy of affidavit (.pdf)

RequiredEMD Exemption if applicable (.pdf)

RequiredE payment form (.pdf)

RequiredDeclaration form of Tender (.pdf)

RequiredIntegrity pact Certificate (.pdf)

RequiredPan Card (.pdf)

RequiredGST details (.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

29 Sept 2026

Published

24 Jun 2026

Bid Opening

6 Jul 2026

Download Starts

24 Jun 2026

Download Ends

3 Jul 2026

Submission Starts

24 Jun 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (11 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A Surface renewal with 40mm MSS
1.001	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	-	sqm	-	-
1.002	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.	-	cum	-	-
1.003	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.	-	sqm	-	-
1.004	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.	-	sqm	-	-
1.005	OD150281/2025-2026:Providing, laying and rolling of close-graded premix surfacing material of 40mm thickness composed of 11.20mm to 0.09mm(Type A) aggregates using viscocity 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 HMP of approximate capacity not less than 75 tonnes/hour, laying with Paver and rolling with a smooth wheeled roller 8-10 tonne capacity and finishing to required level and grade.	1	cum	-	-
1.006	OD271972/2025-2026:Engaging mazdoor for lowering side berms,clearing side berms,clearing side drains, removing silt and clay from berms	-	Day	-	-
2Appendix C - Side Protection Work
2.001	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	1	cum	-	-
2.002	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	-	-

Stage Documents

Stage Summary Snapshot

stage.html

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Cancellation Documents

cancelled_1.pdf

pdf • 0.26 MB

Documents

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Tender Page Snapshot

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NIT Documents

Tendernotice_1.pdf

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Work Item Documents

SBD.pdf

Tender Documents • 1.64 MB

BOQ_1449617.xls

BOQ • 0.31 MB

NIT.pdf

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A Surface renewal with 40mm MSS
1.001	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	-	sqm	-	-
1.002	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.	-	cum	-	-
1.003	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.	-	sqm	-	-
1.004	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.	-	sqm	-	-
1.005	OD150281/2025-2026:Providing, laying and rolling of close-graded premix surfacing material of 40mm thickness composed of 11.20mm to 0.09mm(Type A) aggregates using viscocity 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 HMP of approximate capacity not less than 75 tonnes/hour, laying with Paver and rolling with a smooth wheeled roller 8-10 tonne capacity and finishing to required level and grade.	1	cum	-	-
1.006	OD271972/2025-2026:Engaging mazdoor for lowering side berms,clearing side berms,clearing side drains, removing silt and clay from berms	-	Day	-	-
2Appendix C - Side Protection Work
2.001	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	1	cum	-	-
2.002	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	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix A Surface renewal with 40mm MSS

1.001

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

sqm

1.002

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.

cum

1.003

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.

sqm

1.004

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.

sqm

1.005

OD150281/2025-2026:Providing, laying and rolling of close-graded premix surfacing material of 40mm thickness composed of 11.20mm to 0.09mm(Type A) aggregates using viscocity 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 HMP of approximate capacity not less than 75 tonnes/hour, laying with Paver and rolling with a smooth wheeled roller 8-10 tonne capacity and finishing to required level and grade.

cum

1.006

OD271972/2025-2026:Engaging mazdoor for lowering side berms,clearing side berms,clearing side drains, removing silt and clay from berms

Day

2Appendix C - Side Protection Work

2.001

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

cum

2.002

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