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KIIFB KRFB Urgent rectification at convent junction in Nileswram Edathod road between KM 0/150 to 0/300 in Kasaragod district

Kerala Road Fund Board

Nileshwar | Kasaragod, Kerala

Amount: ₹5.1 LCloses: 7 Aug 20266d left

Timeline

Published31 Jul 2026
Closes7 Aug 2026
Bid Opening11 Aug 2026

Tender Value

₹5.1 L

EMD Value

₹12,698

Closing Date

7 Aug 2026, 6:00 pm6d left

Tender Inviting Organisation

Name

Executive Engineer KRFB PMU Kasaragod

Address

Office of the Executive Engineer KRFB PMU Division Kasaragod

Work Description

KIIFB KRFB Urgent rectification at convent junction in Nileswram Edathod road between KM 0/150 to 0/300 in Kasaragod district

Tender Information

Tender ID

2026_KRFB_863482_1

Reference Number

PWD/KR/TR/11342/2026_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

60 days

Location

Nileshwar

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical/Finance

RequiredBid security and bid submission fee remittance (.pdf)

RequiredPreliminary agreement as per item no 2 part VI of and affidavit as per item no 4 part VI (.pdf)

RequiredRequisition for e payment as per item no 6 part VI (.pdf)

RequiredBidder valid registration certificate and integrity pact certificate as per item no 3 part VI (.pdf)

RequiredBID Documents and NIT (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,120

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹12,698

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

31 Jul 2026

Published

31 Jul 2026

Bid Opening

11 Aug 2026

Download Starts

31 Jul 2026

Download Ends

7 Aug 2026

Submission Starts

31 Jul 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Rectification Work
1.001	OD81449/2026-2027: Re using Dismantled flexible pavement available at site, 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	-	-
1.002	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 <br>	-	sqm	-	-
1.003	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	-	-
1.004	3.24.A:Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil by mechanical Means to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres)<br>	-	metre	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

BOQ_1460621.xls

BOQ • 0.30 MB

viewsbd.pdf

Tender Documents • 1.64 MB

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