Kerala

AOC

Works

Civil Works - Roads

LRRP 2024 25 Kalliasseri LAC Sl No 2098 Boys School Karshaka Vayanashala Road Kannapuram GP

Local Self Government Department

KANNAPURAM GP | Kannur, Kerala

Amount: ₹16.1 LCloses: 20 Sept 2025Closed

Timeline

Published12 Sept 2025
Closed20 Sept 2025
Technical Evaluation5 Nov 2025
Financial Evaluation7 Nov 2025
Awarded11 Nov 2025

Bids

Item Rate

2 Bids11 Nov 2025

#	Company	Amount	Rank	Status
1	M.P. KRISHNAN L1₹15.9 LAccepted-AOC	₹15.9 L	L1	Accepted-AOC LOWEST AND APPROVED BY PANCHAYATH BOARD
2	M P RAVEENDRAN L2₹16.1 L+₹16,079 (1.01%)Rejected-Finance	₹16.1 L+₹16,079 (1.01%)	L2	Rejected-Finance SECOND LOWEST

BoQ Comparative

Line Items (19)

Sl No	Description	Qty	Unit	M.P. KRISHNAN L1	M P RAVEENDRAN L2
1.00RETARRING
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	10.92	cum	419.96 ₹4,585.96 Lowest	424.2 ₹4,632.26
1.00	2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately	3.23	cum	1,720.4 ₹5,556.89 Lowest	1,737.78 ₹5,613.03
1.00	4.1.A.2: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. (ii) For Grading II Material	3	cum	3,138.43 ₹9,415.29 Lowest	3,170.13 ₹9,510.39
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	70.44	cum	3,469.55 ₹2,44,395.1 Lowest	3,504.6 ₹2,46,864.02
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	565.6	sqm	79.41 ₹44,914.3 Lowest	80.21 ₹45,366.78
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.	565.6	sqm	18.57 ₹10,503.19 Lowest	18.76 ₹10,610.66
1.01	75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.	30.81	sqm	395.28 ₹12,178.58 Lowest	399.27 ₹12,301.51
1.01	75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.	99.5	sqm	306.67 ₹30,513.67 Lowest	309.77 ₹30,822.12
1.01	75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	1,945	sqm	15.49 ₹30,128.05 Lowest	15.65 ₹30,439.25

Tender Value

₹16.1 L

EMD Value

₹40,170

Closing Date

20 Sept 2025, 6:00 pmClosed

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

LID AND EW SECTION KANNAPURAM

Work Description

LRRP 2024 25 Kalliasseri LAC Sl No 2098 Boys School Karshaka Vayanashala Road Kannapuram GP Kalliassery BP

Tender Information

Tender ID

2025_LSGD_796338_1

Reference Number

ET01/2025/AE/LSGD/KNPM/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

120 days

Location

KANNAPURAM GP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

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 (.pdf)

RequiredSCANNED COPY OF GST REGISTRATION ADHAR AND PANCARD (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹40,170

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

11 Nov 2025

Published

12 Sept 2025

Bid Opening

22 Sept 2025

Download Starts

12 Sept 2025

Download Ends

20 Sept 2025

Submission Starts

12 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_1317741.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

M.P. KRISHNAN

L1₹15.9 LAccepted-AOC

M P RAVEENDRAN

L2₹16.1 L+₹16,079 (1.01%)Rejected-Finance

Sl No	Description	Qty	Unit	M.P. KRISHNAN L1	M P RAVEENDRAN L2
1.00RETARRING
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	10.92	cum	419.96 ₹4,585.96 Lowest	424.2 ₹4,632.26
1.00	2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately	3.23	cum	1,720.4 ₹5,556.89 Lowest	1,737.78 ₹5,613.03
1.00	4.1.A.2: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. (ii) For Grading II Material	3	cum	3,138.43 ₹9,415.29 Lowest	3,170.13 ₹9,510.39
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	70.44	cum	3,469.55 ₹2,44,395.1 Lowest	3,504.6 ₹2,46,864.02
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	565.6	sqm	79.41 ₹44,914.3 Lowest	80.21 ₹45,366.78
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.	565.6	sqm	18.57 ₹10,503.19 Lowest	18.76 ₹10,610.66
1.01	75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.	30.81	sqm	395.28 ₹12,178.58 Lowest	399.27 ₹12,301.51
1.01	75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.	99.5	sqm	306.67 ₹30,513.67 Lowest	309.77 ₹30,822.12
1.01	75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	1,945	sqm	15.49 ₹30,128.05 Lowest	15.65 ₹30,439.25

Sl No

Description

Qty

Unit

M.P. KRISHNAN

M P RAVEENDRAN

1.00RETARRING

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

10.92

cum

419.96

₹4,585.96

Lowest

424.2

₹4,632.26

1.00

2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately

3.23

cum

1,720.4

₹5,556.89

Lowest

1,737.78

₹5,613.03

1.00

4.1.A.2: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. (ii) For Grading II Material

cum

3,138.43

₹9,415.29

Lowest

3,170.13

₹9,510.39

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

70.44

cum

3,469.55

₹2,44,395.1

Lowest

3,504.6

₹2,46,864.02

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

565.6

sqm

79.41

₹44,914.3

Lowest

80.21

₹45,366.78

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.

565.6

sqm

18.57

₹10,503.19

Lowest

18.76

₹10,610.66

1.01

75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.

30.81

sqm

395.28

₹12,178.58

Lowest

399.27

₹12,301.51

1.01

75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.

99.5

sqm

306.67

₹30,513.67

Lowest

309.77

₹30,822.12

1.01

75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

1,945

sqm

15.49

₹30,128.05

Lowest

15.65

₹30,439.25