Tender ID

Kerala

AOC

Works

Civil Works - Roads

Annual Plan-Thenkurissi GP 2025-2026 (Proj.no.203/26)-Anjathani Nedumgaramkad road in ward 1

Local Self Government Department

Thenkurissi GP | Palakkad, Kerala

Amount: ₹4.2 LCloses: 30 Aug 2025Closed

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Timeline

Published18 Aug 2025
Closed30 Aug 2025
Awarded4 Nov 2025

Bids

Item Rate

2 Bids4 Nov 2025

#	Company	Amount	Rank	Status
1	SURESHKUMAR.A L1₹4.2 LAccepted-AOC	₹4.2 L	L1	Accepted-AOC First Lowest Quoted and accepted as per resolution 5(1) Dtd 23/09/2025
2	BALAN M L2₹4.4 L+₹21,158.11 (5.00%)Rejected-AOC	₹4.4 L+₹21,158.11 (5.00%)	L2	Rejected-AOC Second Lowest Quoted and rejected as per resolution 5(1) Dtd 23/09/2025

BoQ Comparative

Line Items (7)

Sl No	Description	Qty	Unit	SURESHKUMAR.A L1	BALAN M L2
1.00Road and Protection Works
1.00	3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	16.88	cum	66.84 ₹1,127.93 Lowest	70.18 ₹1,184.29
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.	118	sqm	16.01 ₹1,889.18 Lowest	16.81 ₹1,983.58
1.00	OD213698/2025-2026:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade	6.2	cum	947.54 ₹5,874.75 Lowest	994.92 ₹6,168.5
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	18.29	cum	3,337.88 ₹61,049.83 Lowest	3,504.77 ₹64,102.24
1.00	OD19710/2025-2026:Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.	182.9	sqm	1,125.06 ₹2,05,773.47 Lowest	1,181.31 ₹2,16,061.6
1.01	OD36075/2025-2026: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 manually mixing by mix in place method compacting with rammers to achieve the desired density complete as per Clause 401.2 as per Technical Specification Clause 408.<br>(i) using naturally occuring gravel	10.12	cum	2,360.23 ₹23,897.33 Lowest	2,478.24 ₹25,092.18
1.01	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)	12.92	cum	9,563.75 ₹1,23,563.65 Lowest	10,041.94 ₹1,29,741.86

Tender Value

₹4.2 L

EMD Value

₹10,579

Closing Date

30 Aug 2025, 5:00 pmClosed

Tender Inviting Organisation

Name

Assistant Engineer

Address

O/o The Assistant Engineer, LID EW , LSGD Section, Thenkurissi Grama Panchayat

Work Description

Annual Plan-Thenkurissi GP 2025-2026 (Proj.no.203/26)-Anjathani Nedumgaramkad road in ward 1

Tender Information

Tender ID

2025_LSGD_785216_1

Reference Number

01/2025-26/AE/LIDEW/THY/TENDER

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

240 days

Location

Thenkurissi GP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical/Finance

RequiredSCANNED COPY OF VALID CONTRACTORS LICENSE (.pdf)

RequiredSCANNED COPY OF GST REGISTRATION (.pdf)

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSCANNED COPY OF E - PAYMENT FORM (.pdf)

RequiredSCANNED COPY OF INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT (.pdf)

RequiredSCANNED COPY OF FORM OF TENDER (.pdf)

RequiredSBD NIT DOWNLOADED FROM E TENDER WEBSITE (.pdf)

RequiredTENDER SCHEDULE (BOQ) (.xls)

Fee & Financial Details

Tender Fee Amount

₹935

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹10,579

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

4 Nov 2025

Published

18 Aug 2025

Bid Opening

8 Sept 2025

Download Starts

18 Aug 2025

Download Ends

30 Aug 2025

Submission Starts

18 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_1290403.pdf

PDF

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

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Company

SURESHKUMAR.A

L1₹4.2 LAccepted-AOC

BALAN M

L2₹4.4 L+₹21,158.11 (5.00%)Rejected-AOC

Sl No	Description	Qty	Unit	SURESHKUMAR.A L1	BALAN M L2
1.00Road and Protection Works
1.00	3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	16.88	cum	66.84 ₹1,127.93 Lowest	70.18 ₹1,184.29
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.	118	sqm	16.01 ₹1,889.18 Lowest	16.81 ₹1,983.58
1.00	OD213698/2025-2026:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade	6.2	cum	947.54 ₹5,874.75 Lowest	994.92 ₹6,168.5
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	18.29	cum	3,337.88 ₹61,049.83 Lowest	3,504.77 ₹64,102.24
1.00	OD19710/2025-2026:Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.	182.9	sqm	1,125.06 ₹2,05,773.47 Lowest	1,181.31 ₹2,16,061.6
1.01	OD36075/2025-2026: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 manually mixing by mix in place method compacting with rammers to achieve the desired density complete as per Clause 401.2 as per Technical Specification Clause 408.<br>(i) using naturally occuring gravel	10.12	cum	2,360.23 ₹23,897.33 Lowest	2,478.24 ₹25,092.18
1.01	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)	12.92	cum	9,563.75 ₹1,23,563.65 Lowest	10,041.94 ₹1,29,741.86

Sl No

Description

Qty

Unit

SURESHKUMAR.A

BALAN M

1.00Road and Protection Works

1.00

3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

16.88

cum

66.84

₹1,127.93

Lowest

70.18

₹1,184.29

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.

118

sqm

16.01

₹1,889.18

Lowest

16.81

₹1,983.58

1.00

OD213698/2025-2026:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

6.2

cum

947.54

₹5,874.75

Lowest

994.92

₹6,168.5

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

18.29

cum

3,337.88

₹61,049.83

Lowest

3,504.77

₹64,102.24

1.00

OD19710/2025-2026:Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.

182.9

sqm

1,125.06

₹2,05,773.47

Lowest

1,181.31

₹2,16,061.6

1.01

OD36075/2025-2026: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 manually mixing by mix in place method compacting with rammers to achieve the desired density complete as per Clause 401.2 as per Technical Specification Clause 408.<br>(i) using naturally occuring gravel

10.12

cum

2,360.23

₹23,897.33

Lowest

2,478.24

₹25,092.18

1.01

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)

12.92

cum

9,563.75

₹1,23,563.65

Lowest

10,041.94

₹1,29,741.86