Kerala

AOC

Works

Civil Works - Roads

Improvements to Kavuvila Thamburanshethram road (34/26)

Local Self Government Department

Vilavoorkal | Thiruvananthapuram, Kerala

Amount: ₹5.0 LCloses: 25 Aug 2025Closed

Timeline

Published18 Aug 2025
Closed25 Aug 2025
Technical Evaluation15 Oct 2025
Awarded20 Mar 2026

Bids

Item Rate

2 Bids20 Mar 2026

#	Company	Amount	Rank	Status
1	VINOD KUMAR.K 1₹5.0 LAccepted-AOC	₹5.0 L	1	Accepted-AOC 1
2	W. CHANDRAN 2₹5.2 L+₹24,999 (5.00%)Rejected-Finance	₹5.2 L+₹24,999 (5.00%)	2	Rejected-Finance 2

BoQ Comparative

Line Items (3)

Sl No	Description	Qty	Unit	W. CHANDRAN L2	VINOD KUMAR.K L1
1.00Concreting
1.00	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	404	sqm	17.18 ₹6,940.72	16.36 ₹6,609.44 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)	48.48	cum	9,860.42 ₹4,78,033.16	9,390.88 ₹4,55,269.86 Lowest
1.00	4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.	15	cum	2,665.76 ₹39,986.4	2,538.82 ₹38,082.3 Lowest

Tender Value

₹5.0 L

EMD Value

₹12,499

Closing Date

25 Aug 2025, 11:00 amClosed

Tender Inviting Organisation

Name

AssistantEngineer

Address

O/o Assistant Engineer, LID and EW section, Vilavoorkal GP

Work Description

Improvements to Kavuvila Thamburanshethram road (34/26)

Tender Information

Tender ID

2025_LSGD_787092_1

Reference Number

05/AE/LSGD/VKL/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Wise

Period of Work

180 days

Location

Vilavoorkal

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

Requiredfee (.pdf)

Requiredaffidavit (.pdf)

Requiredform (.pdf)

Requiredepay (.pdf)

Requiredipact (.pdf)

Requiredagree (.pdf)

Requiredsbd (.pdf)

Requiredboq (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,105

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹12,499

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

20 Mar 2026

Published

18 Aug 2025

Bid Opening

26 Aug 2025

Download Starts

18 Aug 2025

Download Ends

25 Aug 2025

Submission Starts

18 Aug 2025

Clarification Period

18 Aug 2025 - 25 Aug 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_1294317.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

Ready to Participate?

Download all tender documents and submit your bid

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Company

VINOD KUMAR.K

1₹5.0 LAccepted-AOC

W. CHANDRAN

2₹5.2 L+₹24,999 (5.00%)Rejected-Finance

Sl No	Description	Qty	Unit	W. CHANDRAN L2	VINOD KUMAR.K L1
1.00Concreting
1.00	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	404	sqm	17.18 ₹6,940.72	16.36 ₹6,609.44 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)	48.48	cum	9,860.42 ₹4,78,033.16	9,390.88 ₹4,55,269.86 Lowest
1.00	4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.	15	cum	2,665.76 ₹39,986.4	2,538.82 ₹38,082.3 Lowest

Sl No

Description

Qty

Unit

W. CHANDRAN

VINOD KUMAR.K

1.00Concreting

1.00

3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

404

sqm

17.18

₹6,940.72

16.36

₹6,609.44

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)

48.48

cum

9,860.42

₹4,78,033.16

9,390.88

₹4,55,269.86

Lowest

1.00

4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.

cum

2,665.76

₹39,986.4

2,538.82

₹38,082.3

Lowest