Kerala

Cancelled

Works

Civil Works - Roads

VANIYAR STREET CANAL ROAD CONCRETE WARD -17, KOZHINJAMPARA GP-PROJECT NO 315/2025-26

Local Self Government Department

Kozhinjampara Grama Panchayat | Palakkad, Kerala

Amount: ₹1.7 LCloses: 4 Mar 2026Closed

Timeline

Published25 Feb 2026
Closed4 Mar 2026
Cancelled22 May 2026

Bids

4 Bids22 May 2026

#	Company	Status
1	C JAYANANDAN Admitted-Fee/PreQual/Technical/Finance	Admitted-Fee/PreQual/Technical/Finance
2	DENESH V Admitted-Fee/PreQual/Technical/Finance	Admitted-Fee/PreQual/Technical/Finance
3	Nakshathra construction Admitted-Fee/PreQual/Technical/Finance	Admitted-Fee/PreQual/Technical/Finance
4	SIVAN R Admitted-Fee/PreQual/Technical/Finance	Admitted-Fee/PreQual/Technical/Finance

Cancellation Details

Cancellation of Tender

cancel tendercancel tenderReason: Due to admistrative reasons/issuesDocument: cancelled_1.pdf

Published 22 May 2026

Tender Value

₹1.7 L

EMD Value

₹4,227

Closing Date

4 Mar 2026, 4:00 pmClosed

Tender Inviting Organisation

Name

Sreevidya.S, Assistant Engineer

Address

AE office, Kozhinjampara Grama Panchayat

Work Description

VANIYAR STREET CANAL ROAD CONCRETE WARD -17, KOZHINJAMPARA GP-PROJECT NO 315/2025-26

Tender Information

Tender ID

2026_LSGD_834700_2

Reference Number

LSGD/CELSGD/TR/5856/2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

300 days

Location

Kozhinjampara Grama Panchayat

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer tender documents

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical/Finance

RequiredAttested copy of Registration certificate GST PAN CARD, ADHAR (.pdf)

RequiredDuly filled copy of Preliminary agreement (.pdf)

RequiredDuly filled integrity Affidavit and form of tender (.pdf)

RequiredRequisition for E payment (.pdf)

RequiredSbd (.pdf)

RequiredBoq (.xls)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹4,227

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

22 May 2026

Published

25 Feb 2026

Bid Opening

6 Mar 2026

Download Starts

25 Feb 2026

Download Ends

4 Mar 2026

Submission Starts

25 Feb 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (3 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD CONCRETE
1.001	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3	-	cum	-	-
1.002	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material	-	cum	-	-
1.003	75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	-	cum	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Bid Opening Summary

finance_1416675.pdf

PDF

boq_comp_chart.xlsx

xlsx

Cancellation Documents

cancelled_1.pdf

pdf • 0.22 MB

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 • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

BOQ_1416675.xls

BOQ • 0.30 MB

viewsbd.pdf

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Company

C JAYANANDAN

Admitted-Fee/PreQual/Technical/Finance

DENESH V

Admitted-Fee/PreQual/Technical/Finance

Nakshathra construction

Admitted-Fee/PreQual/Technical/Finance

SIVAN R

Admitted-Fee/PreQual/Technical/Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1ROAD CONCRETE
1.001	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3	-	cum	-	-
1.002	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material	-	cum	-	-
1.003	75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	-	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1ROAD CONCRETE

1.001

3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

cum

1.002

4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material

cum

1.003

75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

cum