Tender ID

Kerala

AOC

Works

Civil Works - Roads

Annual Plan 2025 26 SIDHIQUABADH BEACH ROAD RETARRING IN MATTOOL GP PJ NO 59 25 26 General Civil Work 1 Asset No 210000101300000001

Local Self Government Department

Mattool | Kannur, Kerala

Amount: ₹5.1 LCloses: 9 Sept 2025Closed

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Timeline

Published29 Aug 2025
Closed9 Sept 2025
Technical Evaluation12 Sept 2025
Financial Evaluation14 Sept 2025
Awarded7 Oct 2025

Bids

Item Rate

2 Bids7 Oct 2025

#	Company	Amount	Rank	Status
1	TALIPARAMBA TALUK LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD L1₹4.7 LAccepted-AOC	₹4.7 L	L1	Accepted-AOC Accepted vide Resolution No. 1/2025(1) dtd. 12.09.2025 of Mattool GP.
2	Jithin T V L2₹4.9 L+₹14,534.44 (3.08%)Rejected-AOC	₹4.9 L+₹14,534.44 (3.08%)	L2	Rejected-AOC Higher rate and hence not admitted

BoQ Comparative

Line Items (7)

Sl No	Description	Qty	Unit	TALIPARAMBA TALUK LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD L1	Jithin T V L2
1.00Road Retarring
1.00	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	8.82	cum	393.66 ₹3,472.08 Lowest	407 ₹3,589.74
1.00	OD252622/2025-2026:Filling with Quarry Muck Filling up low lying and water logged areas with local material / quarry muck, spreading in layers, levelling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade	21	cum	876.85 ₹18,413.85 Lowest	903.86 ₹18,981.06
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	25.2	cum	2,945.53 ₹74,227.36 Lowest	3,036.31 ₹76,515.01
1.00	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	66.15	cum	3,252.25 ₹2,15,136.34 Lowest	3,352.5 ₹2,21,767.88
1.00	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	441	sqm	74.43 ₹32,823.63 Lowest	76.73 ₹33,837.93
1.01	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.	441	sqm	17.41 ₹7,677.81 Lowest	17.95 ₹7,915.95
1.01	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65)	441	sqm	270.86 ₹1,19,449.26 Lowest	279.2 ₹1,23,127.2

Tender Value

₹5.1 L

EMD Value

₹12,694

Closing Date

9 Sept 2025, 5:00 pmClosed

Tender Inviting Organisation

Name

Assistant Engineer

Address

Office of the Assistant Engineer LID EW Section Mattool Grama Panchayat

Work Description

Annual Plan 2025 26 SIDHIQUABADH BEACH ROAD RETARRING IN MATTOOL GP PJ NO 59 25 26 General Civil Work 1 Asset No 210000101300000001

Tender Information

Tender ID

2025_LSGD_791896_9

Reference Number

AE/LSGD/TENDER/MTL/03/2025-26

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

₹12,694

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

20 Oct 2025

Published

29 Aug 2025

Bid Opening

11 Sept 2025

Download Starts

29 Aug 2025

Download Ends

9 Sept 2025

Submission Starts

29 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_1306539.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₹4.7 LAccepted-AOC

Jithin T V

L2₹4.9 L+₹14,534.44 (3.08%)Rejected-AOC

Sl No	Description	Qty	Unit	TALIPARAMBA TALUK LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD L1	Jithin T V L2
1.00Road Retarring
1.00	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	8.82	cum	393.66 ₹3,472.08 Lowest	407 ₹3,589.74
1.00	OD252622/2025-2026:Filling with Quarry Muck Filling up low lying and water logged areas with local material / quarry muck, spreading in layers, levelling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade	21	cum	876.85 ₹18,413.85 Lowest	903.86 ₹18,981.06
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	25.2	cum	2,945.53 ₹74,227.36 Lowest	3,036.31 ₹76,515.01
1.00	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	66.15	cum	3,252.25 ₹2,15,136.34 Lowest	3,352.5 ₹2,21,767.88
1.00	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	441	sqm	74.43 ₹32,823.63 Lowest	76.73 ₹33,837.93
1.01	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.	441	sqm	17.41 ₹7,677.81 Lowest	17.95 ₹7,915.95
1.01	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65)	441	sqm	270.86 ₹1,19,449.26 Lowest	279.2 ₹1,23,127.2

Sl No

Description

Qty

Unit

TALIPARAMBA TALUK LABOUR CONTRACT CO-OPERATIVE SOCIETY LTD

Jithin T V

1.00Road Retarring

1.00

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

8.82

cum

393.66

₹3,472.08

Lowest

407

₹3,589.74

1.00

OD252622/2025-2026:Filling with Quarry Muck Filling up low lying and water logged areas with local material / quarry muck, spreading in layers, levelling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

cum

876.85

₹18,413.85

Lowest

903.86

₹18,981.06

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

25.2

cum

2,945.53

₹74,227.36

Lowest

3,036.31

₹76,515.01

1.00

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

66.15

cum

3,252.25

₹2,15,136.34

Lowest

3,352.5

₹2,21,767.88

1.00

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

441

sqm

74.43

₹32,823.63

Lowest

76.73

₹33,837.93

1.01

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.

441

sqm

17.41

₹7,677.81

Lowest

17.95

₹7,915.95

1.01

75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65)

441

sqm

270.86

₹1,19,449.26

Lowest

279.2

₹1,23,127.2