Tender ID

Kerala

AOC

Works

Civil Works - Roads

KIIFB-Kaladukka Cherkala Road Km 33/000 to 52/194 in Kasaragod District -Pre-Monsoon Works

Kerala Road Fund Board

kalladka cherkala road | Kasaragod, Kerala

Amount: Refer DocsCloses: 15 Sept 2025Closed

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Timeline

Published8 Sept 2025
Closed15 Sept 2025
Technical Evaluation16 Sept 2025
Awarded21 Feb 2026

Bids

Item Rate

2 Bids21 Feb 2026

#	Company	Amount	Rank	Status
1	C H IQBAL L1₹8.5 LAccepted-AOC	₹8.5 L	L1	Accepted-AOC L1 agreement executed
2	K M BASHEER L2₹8.8 L+₹33,895.24 (4.00%)Rejected-AOC	₹8.8 L+₹33,895.24 (4.00%)	L2	Rejected-AOC L2

BoQ Comparative

Line Items (16)

Sl No	Description	Qty	Unit	K M BASHEER L2	C H IQBAL L1
1.00Rectification
1.00	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	20.15	cum	3,129.22 ₹63,060.04	3,008.86 ₹60,634.55 Lowest
1.00	55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.	18.32	cum	6,969.26 ₹1,27,676.84	6,701.21 ₹1,22,766.17 Lowest
1.00	2.5.2.A:Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Bituminous course - By Mechanical Means	64	cum	657.55 ₹42,083.2	632.26 ₹40,464.64 Lowest
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.	54.6	cum	4,483.56 ₹2,44,802.38	4,311.11 ₹2,35,386.61 Lowest
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.	301	sqm	82.03 ₹24,691.03	78.88 ₹23,742.88 Lowest
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.	536.25	sqm	19.28 ₹10,338.9	18.54 ₹9,942.08 Lowest
1.01	OD103706/2025-2026:Mixed Seal Surfacing - Manual Means - Type A - Bitumen VG30 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) aggregates using VG-30 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	524.25	sqm	362.65 ₹1,90,119.26	348.7 ₹1,82,805.98 Lowest
1.01	3.25.A:Construction of unlined surface drain of average cross sectional area 0.4 sqm in ordinary rock by Mechanical Means to specified lines, grades, levels and dimensions as per approved design and to the requirement of clause 301 to 309. Excavated material to be used in embankment at site	100	metre	210.26 ₹21,026	202.18 ₹20,218 Lowest
1.01	3.24.A:Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil by mechanical Means to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres)	300	metre	104.1 ₹31,230	100.1 ₹30,030 Lowest

Tender Value

Refer Docs

EMD Value

₹16,945

Closing Date

15 Sept 2025, 3:00 pmClosed

Tender Inviting Organisation

Name

EXECUTIVE ENGINEER

Address

KRFB PMU DIVISION KASARAGOD, MEDHA APARTMENT, NEAR DHOOMAVATHI TEMPLE, MARKET ROAD, KANHANGAD.671315

Work Description

Rectification work

Tender Information

Tender ID

2025_KRFB_794887_1

Reference Number

05/EE/KRFB/PMU-KSD/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

kalladka cherkala road

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredNotice inviting tender (.pdf)

RequiredSBD (.pdf)

RequiredEPF (.pdf)

RequiredIntegrity pact (.pdf)

RequiredPreliminary aggrement (.pdf)

RequiredBOQ (.xls)

RequiredAffidavit (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,495

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹16,945

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

21 Feb 2026

Published

8 Sept 2025

Bid Opening

16 Sept 2025

Download Starts

8 Sept 2025

Download Ends

15 Sept 2025

Submission Starts

8 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_1314062.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

C H IQBAL

L1₹8.5 LAccepted-AOC

K M BASHEER

L2₹8.8 L+₹33,895.24 (4.00%)Rejected-AOC

Sl No	Description	Qty	Unit	K M BASHEER L2	C H IQBAL L1
1.00Rectification
1.00	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	20.15	cum	3,129.22 ₹63,060.04	3,008.86 ₹60,634.55 Lowest
1.00	55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.	18.32	cum	6,969.26 ₹1,27,676.84	6,701.21 ₹1,22,766.17 Lowest
1.00	2.5.2.A:Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Bituminous course - By Mechanical Means	64	cum	657.55 ₹42,083.2	632.26 ₹40,464.64 Lowest
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.	54.6	cum	4,483.56 ₹2,44,802.38	4,311.11 ₹2,35,386.61 Lowest
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.	301	sqm	82.03 ₹24,691.03	78.88 ₹23,742.88 Lowest
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.	536.25	sqm	19.28 ₹10,338.9	18.54 ₹9,942.08 Lowest
1.01	OD103706/2025-2026:Mixed Seal Surfacing - Manual Means - Type A - Bitumen VG30 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) aggregates using VG-30 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	524.25	sqm	362.65 ₹1,90,119.26	348.7 ₹1,82,805.98 Lowest
1.01	3.25.A:Construction of unlined surface drain of average cross sectional area 0.4 sqm in ordinary rock by Mechanical Means to specified lines, grades, levels and dimensions as per approved design and to the requirement of clause 301 to 309. Excavated material to be used in embankment at site	100	metre	210.26 ₹21,026	202.18 ₹20,218 Lowest
1.01	3.24.A:Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil by mechanical Means to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres)	300	metre	104.1 ₹31,230	100.1 ₹30,030 Lowest

Sl No

Description

Qty

Unit

K M BASHEER

C H IQBAL

1.00Rectification

1.00

55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.

20.15

cum

3,129.22

₹63,060.04

3,008.86

₹60,634.55

Lowest

1.00

55.8.a:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.

18.32

cum

6,969.26

₹1,27,676.84

6,701.21

₹1,22,766.17

Lowest

1.00

2.5.2.A:Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Bituminous course - By Mechanical Means

cum

657.55

₹42,083.2

632.26

₹40,464.64

Lowest

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.

54.6

cum

4,483.56

₹2,44,802.38

4,311.11

₹2,35,386.61

Lowest

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.

301

sqm

82.03

₹24,691.03

78.88

₹23,742.88

Lowest

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.

536.25

sqm

19.28

₹10,338.9

18.54

₹9,942.08

Lowest

1.01

OD103706/2025-2026:Mixed Seal Surfacing - Manual Means - Type A - Bitumen VG30 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) aggregates using VG-30 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

524.25

sqm

362.65

₹1,90,119.26

348.7

₹1,82,805.98

Lowest

1.01

3.25.A:Construction of unlined surface drain of average cross sectional area 0.4 sqm in ordinary rock by Mechanical Means to specified lines, grades, levels and dimensions as per approved design and to the requirement of clause 301 to 309. Excavated material to be used in embankment at site

100

metre

210.26

₹21,026

202.18

₹20,218

Lowest

1.01

3.24.A:Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil by mechanical Means to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres)

300

metre

104.1

₹31,230

100.1

₹30,030

Lowest