Kerala

AOC

Works

Civil Works - Roads

Annual Plan 2025 26 YASEEN BEACH LINK ROAD RE TARRING AND CONCRETING IN MATTOOL GP PJ NO 193/25 26 General Civil Work 1 Asset no 210010050000000047

Local Self Government Department

Mattool | Kannur, Kerala

Amount: ₹5.1 LCloses: 29 Sept 2025Closed

Timeline

Published20 Sept 2025
Closed29 Sept 2025
Technical Evaluation5 Oct 2025
Financial Evaluation20 Oct 2025
Awarded22 Oct 2025

Bids

Item Rate

2 Bids22 Oct 2025

#	Company	Amount	Rank	Status
1	TALIPARAMBA TALUK LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD L1₹5.0 LAccepted-AOC	₹5.0 L	L1	Accepted-AOC Accepted Vide Resolution No.3/2025 (1) dtd.03/10/2025 of Mattool GP
2	SANTHOSH KUMAR V L2₹5.1 L+₹5,076.90 (1.01%)Rejected-AOC	₹5.1 L+₹5,076.90 (1.01%)	L2	Rejected-AOC Higher rate and hence not admitted

BoQ Comparative

Line Items (9)

Sl No	Description	Qty	Unit	TALIPARAMBA TALUK LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD L1	SANTHOSH KUMAR V L2
1.00Road Concreting
1.00	3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.	61.56	cum	63.4 ₹3,902.9 Lowest	64.04 ₹3,942.3
1.00	3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.	8.64	cum	603.81 ₹5,216.92 Lowest	609.91 ₹5,269.62
1.00	4.1.A.3: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> (iii) For Grading III Material	15.39	cum	3,142.32 ₹48,360.3 Lowest	3,174.06 ₹48,848.78
1.00	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)	30.78	cum	8,836.9 ₹2,71,999.78 Lowest	8,926.16 ₹2,74,747.2
2.00Road Retarring
2.00	2.14.2.A:Dismantling of Flexible Pavements<br> Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 <br> (II) By Mechanical Means<br> (A) Bituminous Courses	3.78	cum	419.96 ₹1,587.03 Lowest	424.2 ₹1,603.05
2.00	4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead	28.34	cum	3,469.52 ₹98,326.2 Lowest	3,504.6 ₹99,320.36
2.00	75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502	188.93	sqm	79.41 ₹15,003.17 Lowest	80.21 ₹15,154.32
2.00	75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.	188.93	sqm	18.57 ₹3,508.49 Lowest	18.76 ₹3,544.38

Tender Value

₹5.1 L

EMD Value

₹12,689

Closing Date

29 Sept 2025, 2:00 pmClosed

Tender Inviting Organisation

Name

Assistant Engineer

Address

Assistant Engineer Office LID EW Section Mattool

Work Description

Annual Plan 2025 26 YASEEN BEACH LINK ROAD RE TARRING AND CONCRETING IN MATTOOL GP PJ NO 193/25 26 General Civil Work 1 Asset no 210010050000000047

Tender Information

Tender ID

2025_LSGD_799732_10

Reference Number

AE/LSGD/TENDER/MTL/05/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Mattool

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBILL OF QUANTITY (BOQ) (.xls)

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 DOWNLOADED FROM E TENDER WEBSITE (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,120

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹12,689

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

2 Nov 2025

Published

20 Sept 2025

Bid Opening

30 Sept 2025

Download Starts

20 Sept 2025

Download Ends

29 Sept 2025

Submission Starts

20 Sept 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_1326876.pdf

PDF

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

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Company

TALIPARAMBA TALUK LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD

L1₹5.0 LAccepted-AOC

SANTHOSH KUMAR V

L2₹5.1 L+₹5,076.90 (1.01%)Rejected-AOC

Sl No	Description	Qty	Unit	TALIPARAMBA TALUK LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD L1	SANTHOSH KUMAR V L2
1.00Road Concreting
1.00	3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.	61.56	cum	63.4 ₹3,902.9 Lowest	64.04 ₹3,942.3
1.00	3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.	8.64	cum	603.81 ₹5,216.92 Lowest	609.91 ₹5,269.62
1.00	4.1.A.3: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> (iii) For Grading III Material	15.39	cum	3,142.32 ₹48,360.3 Lowest	3,174.06 ₹48,848.78
1.00	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)	30.78	cum	8,836.9 ₹2,71,999.78 Lowest	8,926.16 ₹2,74,747.2
2.00Road Retarring
2.00	2.14.2.A:Dismantling of Flexible Pavements<br> Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 <br> (II) By Mechanical Means<br> (A) Bituminous Courses	3.78	cum	419.96 ₹1,587.03 Lowest	424.2 ₹1,603.05
2.00	4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead	28.34	cum	3,469.52 ₹98,326.2 Lowest	3,504.6 ₹99,320.36
2.00	75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502	188.93	sqm	79.41 ₹15,003.17 Lowest	80.21 ₹15,154.32
2.00	75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.	188.93	sqm	18.57 ₹3,508.49 Lowest	18.76 ₹3,544.38

Sl No

Description

Qty

Unit

TALIPARAMBA TALUK LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD

SANTHOSH KUMAR V

1.00Road Concreting

1.00

3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.

61.56

cum

63.4

₹3,902.9

Lowest

64.04

₹3,942.3

1.00

3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.

8.64

cum

603.81

₹5,216.92

Lowest

609.91

₹5,269.62

1.00

4.1.A.3: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. (iii) For Grading III Material

15.39

cum

3,142.32

₹48,360.3

Lowest

3,174.06

₹48,848.78

1.00

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)

30.78

cum

8,836.9

₹2,71,999.78

Lowest

8,926.16

₹2,74,747.2

2.00Road Retarring

2.00

2.14.2.A:Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (II) By Mechanical Means (A) Bituminous Courses

3.78

cum

419.96

₹1,587.03

Lowest

424.2

₹1,603.05

2.00

4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead

28.34

cum

3,469.52

₹98,326.2

Lowest

3,504.6

₹99,320.36

2.00

75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

188.93

sqm

79.41

₹15,003.17

Lowest

80.21

₹15,154.32

2.00

75.5.2.3pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

188.93

sqm

18.57

₹3,508.49

Lowest

18.76

₹3,544.38