Kerala

AOC

Works

Civil Works - Roads

Annual Plan-Pr No 114/25-26 Paloli Parambath Meethal Road-in Chelannur GP

Local Self Government Department

CHELANNUR | Kozhikode, Kerala

Amount: ₹2.1 LCloses: 8 Nov 2025Closed

Timeline

Published31 Oct 2025
Closed8 Nov 2025
Awarded18 Aug 2026

Bids

Item Rate

2 Bids18 Aug 2026

#	Company	Amount	Rank	Status
1	KOZHIKODE HEADLOAD AND GENERAL WORKERS LABOUR CONTRACT CO-OP SOCIETY LTD L1₹1.8 LAccepted-AOC	₹1.8 L	L1	Accepted-AOC L1
2	SUGATHAN K Rejected-Technical	-	-	Rejected-Technical ACCEPT L1

BoQ Comparative

Line Items (3)

Sl No	Description	Qty	Unit	SUGATHAN K L2	KOZHIKODE HEADLOAD AND GENERAL WORKERS LABOUR CONTRACT CO-OP SOCIETY LTD L1
1.00FOOT PATH
1.00	3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.	20.16	cum	14.4 ₹290.3	10 ₹201.6 Lowest
1.00	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material	13.44	cum	2,995 ₹40,252.8	2,200 ₹29,568 Lowest
1.00	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	20.16	cum	8,201 ₹1,65,332.16	7,600 ₹1,53,216 Lowest

Tender Value

₹2.1 L

EMD Value

₹5,294

Closing Date

8 Nov 2025, 3:00 pmClosed

Tender Inviting Organisation

Name

Address

LSGD CHELANNUR

Work Description

ROADS

Tender Information

Tender ID

2025_LSGD_817516_1

Reference Number

AE/LSGD/CHNR/tender/71/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

CHELANNUR

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredSBD (.pdf)

RequiredPreliminary Agreement (.pdf)

RequiredCopy of Aadhar (.pdf)

RequiredCopy of license (.pdf)

RequiredCopy of GST Registration (.pdf)

RequiredE Payment Form (.pdf)

RequiredI Pact Certificate (.pdf)

RequiredAffidavit (.pdf)

RequiredCopy of Pancard (.pdf)

RequiredTender schedule (.xls)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹5,294

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

18 Aug 2026

Published

31 Oct 2025

Bid Opening

10 Nov 2025

Download Starts

31 Oct 2025

Download Ends

8 Nov 2025

Submission Starts

31 Oct 2025

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Evaluation

fin_eval.pdf

PDF

Award of Contract

aoc.pdf

PDF

Bid Opening Summary

finance_1369785.pdf

PDF

boq_comp_chart.xlsx

xlsx

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

Affidavit.pdf

Tender Documents • 0.31 MB

ePay.pdf

Tender Documents • 0.01 MB

FIP.pdf

Tender Documents • 0.01 MB

SBD.pdf

Tender Documents • 1.71 MB

Preliminaryagreement.pdf

Tender Documents • 0.07 MB

FOT.pdf

Tender Documents • 0.01 MB

BOQ_1369785.xls

BOQ • 0.25 MB

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Company

KOZHIKODE HEADLOAD AND GENERAL WORKERS LABOUR CONTRACT CO-OP SOCIETY LTD

L1₹1.8 LAccepted-AOC

SUGATHAN K

Rejected-Technical

Sl No	Description	Qty	Unit	SUGATHAN K L2	KOZHIKODE HEADLOAD AND GENERAL WORKERS LABOUR CONTRACT CO-OP SOCIETY LTD L1
1.00FOOT PATH
1.00	3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.	20.16	cum	14.4 ₹290.3	10 ₹201.6 Lowest
1.00	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material	13.44	cum	2,995 ₹40,252.8	2,200 ₹29,568 Lowest
1.00	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	20.16	cum	8,201 ₹1,65,332.16	7,600 ₹1,53,216 Lowest

Sl No

Description

Qty

Unit

SUGATHAN K

KOZHIKODE HEADLOAD AND GENERAL WORKERS LABOUR CONTRACT CO-OP SOCIETY LTD

1.00FOOT PATH

1.00

3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.

20.16

cum

14.4

₹290.3

₹201.6

Lowest

1.00

4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. (i) For Grading I Material

13.44

cum

2,995

₹40,252.8

2,200

₹29,568

Lowest

1.00

75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)

20.16

cum

8,201

₹1,65,332.16

7,600

₹1,53,216

Lowest