Kerala

AOC

Works

Civil Works - Roads

158/26-Bypass road balance portion retarring (BM and BC) in Payyannur municipality

Local Self Government Department

Payyannur municipality | Kannur, Kerala

Amount: ₹1.3 CrCloses: 15 Oct 2025Closed

Timeline

Published6 Oct 2025
Closed15 Oct 2025
Awarded6 Nov 2025

Bids

Item Rate

3 Bids6 Nov 2025

#	Company	Amount	Rank	Status
1	RAJESH. T.V. 1₹1.2 CrAccepted-AOC	₹1.2 Cr	1	Accepted-AOC executed agreement
2	NARAYANAN KUTTY T 2₹1.2 Cr+₹2.4 L (2.03%)Rejected-Finance	₹1.2 Cr+₹2.4 L (2.03%)	2	Rejected-Finance SECOND LEAST
3	JINUKRISHNAN PONNAN 3₹1.3 Cr+₹9.5 L (8.11%)Rejected-Finance RAJITHA NIVAS KUNHIMANGALAM 670309 \| KUNHIMANGALAM \| KANNUR \| KERALA \| 670309	₹1.3 Cr+₹9.5 L (8.11%)	3	Rejected-Finance HIGH QUOTED

BoQ Comparative

Line Items (16)

Sl No	Description	Qty	Unit	RAJESH. T.V. L1	JINUKRISHNAN PONNAN L3	NARAYANAN KUTTY T L2
1.00Maccadam Tarring
1.00	3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means	3,672	sqm	5.51 ₹20,232.72 Lowest	5.96 ₹21,885.12	5.6 ₹20,563.2
1.00	4.2.A.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-III -For lower sub-base - Mix in Place Method	550.8	cum	3,046.55 ₹16,78,039.74 Lowest	3,294.11 ₹18,14,395.79	3,109 ₹17,12,437.2
1.00	4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.	918	cum	3,166.34 ₹29,06,700.12 Lowest	3,423.07 ₹31,42,378.26	3,230.7 ₹29,65,782.6
1.00	5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.	3,672	sqm	58.36 ₹2,14,297.92 Lowest	63.09 ₹2,31,666.48	59.5 ₹2,18,484
1.00	5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.	3,720	sqm	13.71 ₹51,001.2 Lowest	14.82 ₹55,130.4	14 ₹52,080
1.01	5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.	3,720	sqm	11.31 ₹42,073.2 Lowest	12.23 ₹45,495.6	11.5 ₹42,780
1.01	5.4.2a:Dense Graded Bituminous Macadam:- For Grading II (26.5 mm nominal size) Providing and laying dense graded bituminous macadam with 80-100 TPH HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder (VG 30) @ 4.0 to 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.	186	cum	9,887.46 ₹18,39,067.56 Lowest	10,689.14 ₹19,88,180.04	10,088.4 ₹18,76,442.4
1.01	5.6.2.a:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder( NRMB) @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects For Grading - II (13.2 mm Nominal Size)	111.6	cum	12,922.06 ₹14,42,101.9 Lowest	13,970.88 ₹15,59,150.21	13,185.7 ₹14,71,524.12
2.00Drainage maintenance and side protections work

Tender Value

₹1.3 Cr

EMD Value

₹50,000

Closing Date

15 Oct 2025, 3:00 pmClosed

Tender Inviting Organisation

Name

Aneesh. K

Address

Assistant Engineer LSGD Engineering wing, Payyannur municipality

Work Description

158/26-Bypass road balance portion retarring (BM and BC) in Payyannur municipality

Tender Information

Tender ID

2025_LSGD_805632_1

Reference Number

AE/LSGD/ETNDR-05/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

240 days

Location

Payyannur municipality

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredFORM OF TENDER (.pdf)

RequiredSCANNED COPY OF STANDARD BID DOCUMENTS (.pdf)

RequiredFEE REMITTANCE (.pdf)

RequiredE PAYMENT (.pdf)

RequiredAFFIDAVIT (.pdf)

RequiredINTEGRITY PACT CERTIFICATE (.pdf)

RequiredSCANNED COPY OF GST AND PANCARD (.pdf)

RequiredCONTRACTORS REGISTRATION CERTIFICATE (.pdf)

RequiredTENDER SCHEDULE(BOQ) (.xls)

Fee & Financial Details

Tender Fee Amount

₹5,515

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹50,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

6 Nov 2025

Published

6 Oct 2025

Bid Opening

17 Oct 2025

Download Starts

6 Oct 2025

Download Ends

15 Oct 2025

Submission Starts

6 Oct 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

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

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Company

RAJESH. T.V.

1₹1.2 CrAccepted-AOC

NARAYANAN KUTTY T

2₹1.2 Cr+₹2.4 L (2.03%)Rejected-Finance

JINUKRISHNAN PONNAN

3₹1.3 Cr+₹9.5 L (8.11%)Rejected-Finance

RAJITHA NIVAS KUNHIMANGALAM 670309 | KUNHIMANGALAM | KANNUR | KERALA | 670309

Sl No	Description	Qty	Unit	RAJESH. T.V. L1	JINUKRISHNAN PONNAN L3	NARAYANAN KUTTY T L2
1.00Maccadam Tarring
1.00	3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means	3,672	sqm	5.51 ₹20,232.72 Lowest	5.96 ₹21,885.12	5.6 ₹20,563.2
1.00	4.2.A.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-III -For lower sub-base - Mix in Place Method	550.8	cum	3,046.55 ₹16,78,039.74 Lowest	3,294.11 ₹18,14,395.79	3,109 ₹17,12,437.2
1.00	4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.	918	cum	3,166.34 ₹29,06,700.12 Lowest	3,423.07 ₹31,42,378.26	3,230.7 ₹29,65,782.6
1.00	5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.	3,672	sqm	58.36 ₹2,14,297.92 Lowest	63.09 ₹2,31,666.48	59.5 ₹2,18,484
1.00	5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.	3,720	sqm	13.71 ₹51,001.2 Lowest	14.82 ₹55,130.4	14 ₹52,080
1.01	5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.	3,720	sqm	11.31 ₹42,073.2 Lowest	12.23 ₹45,495.6	11.5 ₹42,780
1.01	5.4.2a:Dense Graded Bituminous Macadam:- For Grading II (26.5 mm nominal size) Providing and laying dense graded bituminous macadam with 80-100 TPH HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder (VG 30) @ 4.0 to 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.	186	cum	9,887.46 ₹18,39,067.56 Lowest	10,689.14 ₹19,88,180.04	10,088.4 ₹18,76,442.4
1.01	5.6.2.a:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder( NRMB) @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects For Grading - II (13.2 mm Nominal Size)	111.6	cum	12,922.06 ₹14,42,101.9 Lowest	13,970.88 ₹15,59,150.21	13,185.7 ₹14,71,524.12
2.00Drainage maintenance and side protections work

Sl No

Description

Qty

Unit

RAJESH. T.V.

JINUKRISHNAN PONNAN

NARAYANAN KUTTY T

1.00Maccadam Tarring

1.00

3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means

3,672

sqm

5.51

₹20,232.72

Lowest

5.96

₹21,885.12

5.6

₹20,563.2

1.00

4.2.A.1:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-III -For lower sub-base - Mix in Place Method

550.8

cum

3,046.55

₹16,78,039.74

Lowest

3,294.11

₹18,14,395.79

3,109

₹17,12,437.2

1.00

4.12:Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

918

cum

3,166.34

₹29,06,700.12

Lowest

3,423.07

₹31,42,378.26

3,230.7

₹29,65,782.6

1.00

5.1.a:Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.

3,672

sqm

58.36

₹2,14,297.92

Lowest

63.09

₹2,31,666.48

59.5

₹2,18,484

1.00

5.2.b:Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.

3,720

sqm

13.71

₹51,001.2

Lowest

14.82

₹55,130.4

₹52,080

1.01

5.2.a:Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

3,720

sqm

11.31

₹42,073.2

Lowest

12.23

₹45,495.6

11.5

₹42,780

1.01

5.4.2a:Dense Graded Bituminous Macadam:- For Grading II (26.5 mm nominal size) Providing and laying dense graded bituminous macadam with 80-100 TPH HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder (VG 30) @ 4.0 to 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.

186

cum

9,887.46

₹18,39,067.56

Lowest

10,689.14

₹19,88,180.04

10,088.4

₹18,76,442.4

1.01

5.6.2.a:Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder( NRMB) @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level, and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects For Grading - II (13.2 mm Nominal Size)

111.6

cum

12,922.06

₹14,42,101.9

Lowest

13,970.88

₹15,59,150.21

13,185.7

₹14,71,524.12

2.00Drainage maintenance and side protections work