Tender ID

Kerala

AOC

Works

Civil Works - Roads

GENERAL-Budget 2020-21CONSTRUCTION OF PADATHILAL KUPPUTH ROAD VILAYUR GRAMA PANCHAYATH

Local Self Government Department

Palakkad, Kerala

Amount: ₹84.4 LCloses: 2 Aug 2025Closed

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Timeline

Published21 Jul 2025
Closed2 Aug 2025
Awarded12 Nov 2025

Bids

Item Rate

2 Bids12 Nov 2025

#	Company	Amount	Rank	Status
1	unnikrishnan-m 1₹83.1 LAccepted-AOC	₹83.1 L Quoted ₹84.4 L	1	Accepted-AOC accepted
2	sivaprasad m 2₹88.6 L+₹4.2 L (5.00%)Rejected-Finance	₹88.6 L+₹4.2 L (5.00%)	2	Rejected-Finance L2

BoQ Comparative

Line Items (17)

Sl No	Description	Qty	Unit	unnikrishnan-m L1	sivaprasad m L2
1.00Tarring
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	3,392.5	sqm	6.16 ₹20,897.8 Lowest	6.47 ₹21,949.48
1.00	2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area	0.01	Hectare	58,863.92 ₹529.78 Lowest	61,807.12 ₹556.26
1.00	3.3:Excavation for road way in soil with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.	97.9	cum	164.25 ₹16,080.08 Lowest	172.46 ₹16,883.83
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	438.25	cum	3,522 ₹15,43,516.5 Lowest	3,698 ₹16,20,648.5
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.	503.25	cum	3,655 ₹18,39,378.75 Lowest	3,838.19 ₹19,31,569.12
1.01	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.	3,355	sqm	63.15 ₹2,11,868.25 Lowest	66.31 ₹2,22,470.05
1.01	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.	3,355	sqm	14.87 ₹49,888.85 Lowest	15.61 ₹52,371.55
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.	3,355	sqm	12.28 ₹41,199.4 Lowest	12.89 ₹43,245.95
1.01	5.3.2.a:Providing and laying bituminous macadam 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 (VG 30), transported to the site, laid over a previously prepared surface with paver finisher to the required grade, level, and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction For Grading II - (19 mm nominal size)	167.75	cum	9,025.32 ₹15,13,997.43 Lowest	9,476.59 ₹15,89,697.97

Tender Value

₹84.4 L

EMD Value

₹50,000

Closing Date

2 Aug 2025, 3:00 pmClosed

Tender Inviting Organisation

Name

EXECUTIVE ENGINEER

Address

EXECUTIVE ENGINEER DIST PANCHAYAT PALAKKAD

Work Description

GENERAL-Budget 2020-21CONSTRUCTION OF PADATHILAL KUPPUTH ROAD VILAYUR GRAMA PANCHAYATH

Tender Information

Tender ID

2025_LSGD_778217_3

Reference Number

04/ET/EE/2025-26 DT 18.07.2025

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

300 days

Location

PALAKKAD

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

Requiredpreliminary agreement (.pdf)

Requiredaffidavit (.pdf)

RequiredIntegrity pact,E payment (.pdf)

RequiredForm of tender (.pdf)

RequiredCopy of licence,GST,PAN card (.pdf)

RequiredSBD and NIT (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹50,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

12 Nov 2025

Published

21 Jul 2025

Bid Opening

2 Aug 2025

Download Starts

21 Jul 2025

Download Ends

2 Aug 2025

Submission Starts

21 Jul 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_1273898.pdf

PDF

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

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Company

unnikrishnan-m

1₹83.1 LAccepted-AOC

sivaprasad m

2₹88.6 L+₹4.2 L (5.00%)Rejected-Finance

Sl No	Description	Qty	Unit	unnikrishnan-m L1	sivaprasad m L2
1.00Tarring
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	3,392.5	sqm	6.16 ₹20,897.8 Lowest	6.47 ₹21,949.48
1.00	2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area	0.01	Hectare	58,863.92 ₹529.78 Lowest	61,807.12 ₹556.26
1.00	3.3:Excavation for road way in soil with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.	97.9	cum	164.25 ₹16,080.08 Lowest	172.46 ₹16,883.83
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	438.25	cum	3,522 ₹15,43,516.5 Lowest	3,698 ₹16,20,648.5
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.	503.25	cum	3,655 ₹18,39,378.75 Lowest	3,838.19 ₹19,31,569.12
1.01	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.	3,355	sqm	63.15 ₹2,11,868.25 Lowest	66.31 ₹2,22,470.05
1.01	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.	3,355	sqm	14.87 ₹49,888.85 Lowest	15.61 ₹52,371.55
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.	3,355	sqm	12.28 ₹41,199.4 Lowest	12.89 ₹43,245.95
1.01	5.3.2.a:Providing and laying bituminous macadam 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 (VG 30), transported to the site, laid over a previously prepared surface with paver finisher to the required grade, level, and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction For Grading II - (19 mm nominal size)	167.75	cum	9,025.32 ₹15,13,997.43 Lowest	9,476.59 ₹15,89,697.97

Sl No

Description

Qty

Unit

unnikrishnan-m

sivaprasad m

1.00Tarring

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

3,392.5

sqm

6.16

₹20,897.8

Lowest

6.47

₹21,949.48

1.00

2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area

0.01

Hectare

58,863.92

₹529.78

Lowest

61,807.12

₹556.26

1.00

3.3:Excavation for road way in soil with Dozer including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.

97.9

cum

164.25

₹16,080.08

Lowest

172.46

₹16,883.83

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

438.25

cum

3,522

₹15,43,516.5

Lowest

3,698

₹16,20,648.5

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.

503.25

cum

3,655

₹18,39,378.75

Lowest

3,838.19

₹19,31,569.12

1.01

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.

3,355

sqm

63.15

₹2,11,868.25

Lowest

66.31

₹2,22,470.05

1.01

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.

3,355

sqm

14.87

₹49,888.85

Lowest

15.61

₹52,371.55

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.

3,355

sqm

12.28

₹41,199.4

Lowest

12.89

₹43,245.95

1.01

5.3.2.a:Providing and laying bituminous macadam 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 (VG 30), transported to the site, laid over a previously prepared surface with paver finisher to the required grade, level, and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction For Grading II - (19 mm nominal size)

167.75

cum

9,025.32

₹15,13,997.43

Lowest

9,476.59

₹15,89,697.97