Tender ID

Kerala

Cancelled

Works

Civil Works - Roads

GENERAL SF Work 2025 26 Improvements by providing BM and BC to connecting roads such as Kandiyur Arattukadavu and Kandiyur South junction Kandiyur Temple Kandiyur Bypass Road from 0 000 to 2 300 work General Civil Work

Public Works Department

Arattukadavu | Thiruvananthapuram, Kerala

Amount: ₹2.1 CrCloses: 21 Mar 2026Closed

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Timeline

Published11 Mar 2026
Closed21 Mar 2026
Cancelled29 Jul 2026

Cancellation Details

Cancellation of Tender

GENERAL SF Work 2025 26 Improvements by providing BM and BC to connecting roads such as Kandiyur Arattukadavu and Kandiyur South junction Kandiyur Temple Kandiyur Bypass Road from 0 000 to 2 300 work General Civil WorkChange in NIT conditions/SpecificationReason: Change in NIT conditions/SpecificationsDocument: cancelled_1.pdf

Published 29 Jul 2026

Tender Value

₹2.1 Cr

EMD Value

₹1 L

Closing Date

21 Mar 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Superintending Engineer, PWD Roads South Circle, T

Address

Office of the Superintending Engineer Roads South Circle, TVPM

Work Description

Tender Information

Tender ID

2026_PWD_827624_4

Reference Number

PWD/RB/TR/11771/2025_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

Arattukadavu

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBill of quantities (Schedule) (.xls)

RequiredStandard Bid Documents (Duly filled and digitally signed). (.pdf)

RequiredScanned copy of Remittance towards bid Submission fee and Bid Security. (.pdf)

RequiredCertificate Scanned copy of Forms of Tender (Bid submission Letter) and Integrity Pact. (.pdf)

RequiredScanned copy of preliminary agreement. Scanned copy of GST registration certificate (.pdf)

RequiredRequisition for e-payment and Registration certificate details (License). (.pdf)

RequiredScanned copy of Affidavit (.pdf)

Fee & Financial Details

Tender Fee Amount

₹9,759

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹1 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

29 Jul 2026

Published

11 Mar 2026

Bid Opening

24 Mar 2026

Download Starts

11 Mar 2026

Download Ends

21 Mar 2026

Submission Starts

11 Mar 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (35 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A Road Surfacing Works
1.001	2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area	-	Hectare	-	-
1.002	OD68421/2025-2026:Dismantling of flexible pavements and sectioning the dismantled material and re rolling	-	1 sqm	-	-
1.003	2.5.2.A:Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately<br> Bituminous course - By Mechanical Means<br>	-	cum	-	-
1.004	OD149059/2025-2026:Dismantling of existing Shoulder Pavement structures like Interlocking tiles , shoulder concrete adjacent to the existing tile work including T&P, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 meters, Interlocking Tiles & above M30 - By Mechanical Means	-	sqm	-	-
1.005	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	-	-
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	-	cum	-	-
1.007	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	-	-
1.008	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	-	-
1.009	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.	-	sqm	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.19 MB

Documents

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Tender Page Snapshot

details.html

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NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

BOQ_1429502.xls

BOQ • 0.33 MB

viewsbd.pdf

Tender Documents • 1.64 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A Road Surfacing Works
1.001	2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area	-	Hectare	-	-
1.002	OD68421/2025-2026:Dismantling of flexible pavements and sectioning the dismantled material and re rolling	-	1 sqm	-	-
1.003	2.5.2.A:Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately<br> Bituminous course - By Mechanical Means<br>	-	cum	-	-
1.004	OD149059/2025-2026:Dismantling of existing Shoulder Pavement structures like Interlocking tiles , shoulder concrete adjacent to the existing tile work including T&P, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 meters, Interlocking Tiles & above M30 - By Mechanical Means	-	sqm	-	-
1.005	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	-	-
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	-	cum	-	-
1.007	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	-	-
1.008	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	-	-
1.009	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.	-	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix A Road Surfacing Works

1.001

2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area

Hectare

1.002

OD68421/2025-2026:Dismantling of flexible pavements and sectioning the dismantled material and re rolling

1 sqm

1.003

2.5.2.A:Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately<br> Bituminous course - By Mechanical Means<br>

cum

1.004

OD149059/2025-2026:Dismantling of existing Shoulder Pavement structures like Interlocking tiles , shoulder concrete adjacent to the existing tile work including T&P, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 meters, Interlocking Tiles & above M30 - By Mechanical Means

sqm

1.005

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

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

cum

1.007

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

1.008

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

1.009

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.

sqm