Kerala

Active

Works

Civil Works - Roads

GENERAL Budget 2026 27 Kottayam Vadavathoor Ponpally Road Improvements to Ponpally Road General Civil Work

Public Works Department

Kottayam | Thiruvananthapuram, Kerala

Amount: ₹4.2 CrCloses: 3 Nov 2026

Tenderkart AI

Reads all tender documents

Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.

Timeline

Published16 Oct 2026
Closes3 Nov 2026
Bid Opening6 Nov 2026

Tender Value

₹4.2 Cr

EMD Value

₹1 L

Closing Date

3 Nov 2026, 5:00 pm

Tender Inviting Organisation

Name

Superintending Engineer, PWD Roads South Circle, T

Address

Office of the Superintending Engineer Roads South Circle, TVPM

Work Description

GENERAL Budget 2026 27 Kottayam Vadavathoor Ponpally Road Improvements to Ponpally Road General Civil Work

Tender Information

Tender ID

2026_PWD_880635_1

Reference Number

PWD/RB/TR/9954/2026_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

Kottayam

Source Website

Subscribe to view

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

16 Oct 2026

Published

16 Oct 2026

Bid Opening

6 Nov 2026

Download Starts

16 Oct 2026

Download Ends

3 Nov 2026

Submission Starts

16 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (52 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD WORK
1.001	OD61046/2026-2027:Scarifying the existing bituminous road surface to a depth of 50 mm and then levelling ground with scarified material mixed with water at OMC and then by rolling so as to achieve minimum density by Mechanical Means <br>	3,740	sqm	-	-
1.002	2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area	0.65	Hectare	-	-
1.003	3.18:Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2	1,451.75	cum	-	-
1.004	3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.	450	cum	-	-
1.005	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	617.1	cum	-	-
1.006	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.	607.88	cum	-	-
1.007	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.	4,052.5	sqm	-	-
1.008	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.	21,513.19	sqm	-	-
1.009	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)	362.88	cum	-	-

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

viewsbd.pdf

Tender Documents • 1.64 MB

BOQ_1497627.xls

BOQ • 0.34 MB

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD WORK
1.001	OD61046/2026-2027:Scarifying the existing bituminous road surface to a depth of 50 mm and then levelling ground with scarified material mixed with water at OMC and then by rolling so as to achieve minimum density by Mechanical Means <br>	3,740	sqm	-	-
1.002	2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area	0.65	Hectare	-	-
1.003	3.18:Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2	1,451.75	cum	-	-
1.004	3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.	450	cum	-	-
1.005	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	617.1	cum	-	-
1.006	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.	607.88	cum	-	-
1.007	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.	4,052.5	sqm	-	-
1.008	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.	21,513.19	sqm	-	-
1.009	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)	362.88	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1ROAD WORK

1.001

OD61046/2026-2027:Scarifying the existing bituminous road surface to a depth of 50 mm and then levelling ground with scarified material mixed with water at OMC and then by rolling so as to achieve minimum density by Mechanical Means <br>

3,740

sqm

1.002

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

0.65

Hectare

1.003

3.18:Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2

1,451.75

cum

1.004

3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.

450

cum

1.005

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

617.1

cum

1.006

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.

607.88

cum

1.007

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.

4,052.5

sqm

1.008

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.

21,513.19

sqm

1.009

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)

362.88

cum