Kerala

Active

Works

Civil Works - Roads

GENERALBW 202526 Improvements to Kakkakunnu Pulikkamukk road by providing 40mm MSS in Sooranad South GPin Kunnathur LACGeneral Civil Work

Public Works Department

Kollam | Thiruvananthapuram, Kerala

Amount: ₹1.3 CrCloses: 19 Oct 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

Published7 Oct 2026
Closes19 Oct 2026
Bid Opening22 Oct 2026

Tender Value

₹1.3 Cr

EMD Value

₹50,000

Closing Date

19 Oct 2026, 5:00 pm

Tender Inviting Organisation

Name

Superintending Engineer

Address

Office of the Superintending Engineer Roads South Circle, TVPM

Work Description

GENERALBW 202526 Improvements to Kakkakunnu Pulikkamukk road by providing 40mm MSS in Sooranad South GPin Kunnathur LACGeneral Civil Work

Tender Information

Tender ID

2025_PWD_817614_7

Reference Number

PWD/RB/TR/6953/2025_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Kollam

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Refer tender documents

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredTechnical Bid Documents (Duly filled). (.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)

RequiredBill of quantities (Schedule) (.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

7 Oct 2026

Published

7 Oct 2026

Bid Opening

22 Oct 2026

Download Starts

7 Oct 2026

Download Ends

19 Oct 2026

Submission Starts

7 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (26 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A Raising the carriageway
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	3,000	sqm	-	-
1.002	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.	112.5	cum	-	-
1.003	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	336	cum	-	-
1.004	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	517.5	cum	-	-
1.005	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.	610.5	cum	-	-
2Appendix B Surface Renewal with 40mm MSS
2.001	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.	6,150	sqm	-	-
2.002	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.	9,450	sqm	-	-
2.003	OD42357/2025-2026: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.	391.2	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

sooranadsbd.pdf

Tender Documents • 1.64 MB

BOQ_1490133.xls

BOQ • 0.32 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
1Appendix A Raising the carriageway
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	3,000	sqm	-	-
1.002	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.	112.5	cum	-	-
1.003	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	336	cum	-	-
1.004	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	517.5	cum	-	-
1.005	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.	610.5	cum	-	-
2Appendix B Surface Renewal with 40mm MSS
2.001	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.	6,150	sqm	-	-
2.002	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.	9,450	sqm	-	-
2.003	OD42357/2025-2026: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.	391.2	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix A Raising the carriageway

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

3,000

sqm

1.002

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.

112.5

cum

1.003

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

336

cum

1.004

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

517.5

cum

1.005

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.

610.5

cum

2Appendix B Surface Renewal with 40mm MSS

2.001

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.

6,150

sqm

2.002

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.

9,450

sqm

2.003

OD42357/2025-2026: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.

391.2

cum