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Civil Works - Roads

Providing berm concrete near curves and accident prone areas in puthenpalam venjaramood road at 15/500- General Civil Work

Public Works Department

Venjarammodu | Thiruvananthapuram, Kerala

Amount: ₹5.5 LCloses: 26 Oct 2026

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Timeline

Published15 Oct 2026
Closes26 Oct 2026
Bid Opening28 Oct 2026

Tender Value

₹5.5 L

EMD Value

₹13,828

Closing Date

26 Oct 2026, 5:00 pm

Tender Inviting Organisation

Name

Assistant Executive Engineer

Address

PWD Roads Sub Division Nedumangad-695541

Work Description

Estimate includes provision for berm concrete including pcc and wearing coat

Tender Information

Tender ID

2026_PWD_880014_1

Reference Number

PWD/RB/TR/16176/2026_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

Venjarammodu

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredEpayment form (.pdf)

RequiredPreliminary agreement form (.pdf)

RequiredPart VI forms (.pdf)

RequiredLetter as per item no1partV (.pdf)

RequiredIntegrity Pact Certificate (.pdf)

RequiredStandard Bid Documents (.pdf)

Requiredaffidavit (.pdf)

RequiredLicence (.pdf)

RequiredGST Registration Document (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,220

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹13,828

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

15 Oct 2026

Published

15 Oct 2026

Bid Opening

28 Oct 2026

Download Starts

15 Oct 2026

Download Ends

26 Oct 2026

Submission Starts

15 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (3 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Berm concrete
1.001	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	35	cum	-	-
1.002	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.	52.5	cum	-	-
1.003	12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br>	17.5	cum	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

BOQ_1496326.xls

BOQ • 0.30 MB

viewsbd.pdf

Tender Documents • 1.63 MB

IntegrityPactcertificate.pdf

Tender Documents • 0.11 MB

Affidavit_compressed.pdf

Tender Documents • 0.05 MB

EPAYMENTFORM.pdf

Tender Documents • 0.01 MB

PRELEMINARYAGREEMENT.pdf

Tender Documents • 0.13 MB

PartVIForms.pdf

Tender Documents • 0.03 MB

Letterasperitemno1partVI_compressed.pdf

Tender Documents • 0.14 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Berm concrete
1.001	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	35	cum	-	-
1.002	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.	52.5	cum	-	-
1.003	12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br>	17.5	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Berm concrete

1.001

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

1.002

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.

52.5

cum

1.003

12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer - (Without formwork) <br>

17.5

cum