Kerala

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Civil Works - Roads

GENERAL RC1 2026 27 Cluster 1 Kasaragod One Year Running Maintenance Contract for various PWD roads under Roads section Kasaragod in Kasaragod district 5 road stretches for a length of 20.01km General Civil Work

Public Works Department

Kasargod | Kasaragod, Kerala

Amount: ₹40.4 LCloses: 18 Sept 202616 Sept 2026Closed

Timeline

Published7 Sept 2026
Closed18 Sept 2026
Financial Evaluation—
Award—

Bids

Item Rate

3 Bids24 Sept 2026

#	Company	Amount	Rank	Status
1	ABDUL KHADER B A L1₹39.4 LAdmitted-Fee/PreQual/Technical/Finance	₹39.4 L	L1	Admitted-Fee/PreQual/Technical/Finance
2	C H IQBAL L2₹44.1 L+₹4.7 L (11.9%)Admitted-Fee/PreQual/Technical/Finance	₹44.1 L+₹4.7 L (11.9%)	L2	Admitted-Fee/PreQual/Technical/Finance
3	C.K SUBAIR L3₹44.4 L+₹5.1 L (12.9%)Admitted-Fee/PreQual/Technical/Finance	₹44.4 L+₹5.1 L (12.9%)	L3	Admitted-Fee/PreQual/Technical/Finance

BoQ Comparative

Line Items (23)

Sl No	Description	Qty	Unit	C H IQBAL L2	ABDUL KHADER B A L1	C.K SUBAIR L3
1.00Appendix A: Reactive Maintenance/Initial rectification works
1.00	3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m	183.6	cum	53.84 ₹9,885.02	48.1 ₹8,831.16 Lowest	54.33 ₹9,974.99
1.00	12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.	163.2	cum	7,537.08 ₹12,30,051.46	6,733.58 ₹10,98,920.26 Lowest	7,606.23 ₹12,41,336.74
1.00	12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)	54.4	cum	9,041.68 ₹4,91,867.39	8,077.79 ₹4,39,431.78 Lowest	9,124.63 ₹4,96,379.87
2.00Appendix B: Pre-monsoon works
2.00	OD229855/2025-2026:Engaging Mazdoor wherever requires for the removal of earth and other debris causing chocking of culverts and drain as per the direction of Engineer in charge, for cutting branches of trees leaned towards the road threatening to pedestrian and traffic, and removal of fallen trees on the road and clearing of traffic blockage, stacking the wood at s suitable place as directed by engineer in charge.	182	no	1,156 ₹2,10,392	1,032.76 ₹1,87,962.32 Lowest	1,166.61 ₹2,12,323.02
2.00	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)	1,700	metre	87.29 ₹1,48,393	77.98 ₹1,32,566 Lowest	88.09 ₹1,49,753
2.00	2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area	6.06	Hectare	60,359.5 ₹3,65,778.57	53,924.85 ₹3,26,784.59 Lowest	60,913.26 ₹3,69,134.36
2.00	10.3:Maintenance of Earth Shoulder (stripping excess soil) from the shoulder surface to achieve the approved level and compacting with plate compactor	2,200	sqm	31.6 ₹69,520	28.23 ₹62,106 Lowest	31.89 ₹70,158
3.00Appendix C: Proactive/Preventive works

Corrigenda

Corrigendum

1 updatesLatest on 16 Sept 2026Submission Ends:16 Sept 202618 Sept 2026

Date changes

Download Ends16 Sept 202618 Sept 2026Submission Ends16 Sept 202618 Sept 2026Bid Opening18 Sept 202622 Sept 2026

Tender Value

₹40.4 L

EMD Value

₹50,000

Closing Date

18 Sept 2026, 2:05 pmClosed

Tender Inviting Organisation

Name

EXECUTIVE ENGINEER

Address

Office of the executive engineer PWD road maintenance division Kannur

Work Description

Appendix A Reactive Maintenance (Initial Rectification work) Appendix B Pre-monsoon works Appendix C Proactive Preventive maintenance

Tender Information

Tender ID

2026_PWD_867582_1

Reference Number

D3/TN/7/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

Kasargod

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

12 documents required · 12 mandatory

Fee/PreQual/Technical/Finance

RequiredScanned copy of duly filled up preliminary agreement in the prescribed format (.pdf)

RequiredScanned copy of registration certificate showing validity attested by AEE or EE (.pdf)

RequiredNotice Inviting Tender as downloaded from the website (.pdf)

RequiredTender Documents as downloaded from the website (.pdf)

RequiredDuly filled e payment requisition form downloaded from website (.pdf)

RequiredAny other relevant docs Tech Bid docs Relevent docs for Concessions Bank letter etc (.pdf)

RequiredBOQ Schedule (.xls)

RequiredScanned copy of GST registration certificate (.pdf)

RequiredBid Submission letter as per item no 1 Part VI (.pdf)

RequiredIntegrity Pact Certificate as per item no 3 Part VI (.pdf)

RequiredAffidavit as per item no 4 part VI (.pdf)

RequiredPerformance Certificate from the PWD as per G O (Rt)No.476 2024 PWD Dated TVM, 24 04 2024 (.pdf)

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

24 Sept 2026

Published

7 Sept 2026

Bid Opening

22 Sept 2026

Download Starts

7 Sept 2026

Download Ends

18 Sept 2026

Submission Starts

7 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (23 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A: Reactive Maintenance/Initial rectification works
1.001	3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m	183.6	cum	-	-
1.002	12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.	163.2	cum	-	-
1.003	12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)	54.4	cum	-	-
2Appendix B: Pre-monsoon works
2.001	OD229855/2025-2026:Engaging Mazdoor wherever requires for the removal of earth and other debris causing chocking of culverts and drain as per the direction of Engineer in charge, for cutting branches of trees leaned towards the road threatening to pedestrian and traffic, and removal of fallen trees on the road and clearing of traffic blockage, stacking the wood at s suitable place as directed by engineer in charge.	182	no	-	-
2.002	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)	1,700	metre	-	-
2.003	2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area	6.06	Hectare	-	-
2.004	10.3:Maintenance of Earth Shoulder (stripping excess soil) from the shoulder surface to achieve the approved level and compacting with plate compactor	2,200	sqm	-	-
3Appendix C: Proactive/Preventive works

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Work Item Documents

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Corrigendum Documents

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Company

ABDUL KHADER B A

L1₹39.4 LAdmitted-Fee/PreQual/Technical/Finance

C H IQBAL

L2₹44.1 L+₹4.7 L (11.9%)Admitted-Fee/PreQual/Technical/Finance

C.K SUBAIR

L3₹44.4 L+₹5.1 L (12.9%)Admitted-Fee/PreQual/Technical/Finance

Sl No	Description	Qty	Unit	C H IQBAL L2	ABDUL KHADER B A L1	C.K SUBAIR L3
1.00Appendix A: Reactive Maintenance/Initial rectification works
1.00	3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m	183.6	cum	53.84 ₹9,885.02	48.1 ₹8,831.16 Lowest	54.33 ₹9,974.99
1.00	12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.	163.2	cum	7,537.08 ₹12,30,051.46	6,733.58 ₹10,98,920.26 Lowest	7,606.23 ₹12,41,336.74
1.00	12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)	54.4	cum	9,041.68 ₹4,91,867.39	8,077.79 ₹4,39,431.78 Lowest	9,124.63 ₹4,96,379.87
2.00Appendix B: Pre-monsoon works
2.00	OD229855/2025-2026:Engaging Mazdoor wherever requires for the removal of earth and other debris causing chocking of culverts and drain as per the direction of Engineer in charge, for cutting branches of trees leaned towards the road threatening to pedestrian and traffic, and removal of fallen trees on the road and clearing of traffic blockage, stacking the wood at s suitable place as directed by engineer in charge.	182	no	1,156 ₹2,10,392	1,032.76 ₹1,87,962.32 Lowest	1,166.61 ₹2,12,323.02
2.00	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)	1,700	metre	87.29 ₹1,48,393	77.98 ₹1,32,566 Lowest	88.09 ₹1,49,753
2.00	2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area	6.06	Hectare	60,359.5 ₹3,65,778.57	53,924.85 ₹3,26,784.59 Lowest	60,913.26 ₹3,69,134.36
2.00	10.3:Maintenance of Earth Shoulder (stripping excess soil) from the shoulder surface to achieve the approved level and compacting with plate compactor	2,200	sqm	31.6 ₹69,520	28.23 ₹62,106 Lowest	31.89 ₹70,158
3.00Appendix C: Proactive/Preventive works

Sl No

Description

Qty

Unit

C H IQBAL

ABDUL KHADER B A

C.K SUBAIR

1.00Appendix A: Reactive Maintenance/Initial rectification works

1.00

3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m

183.6

cum

53.84

₹9,885.02

48.1

₹8,831.16

Lowest

54.33

₹9,974.99

1.00

12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

163.2

cum

7,537.08

₹12,30,051.46

6,733.58

₹10,98,920.26

Lowest

7,606.23

₹12,41,336.74

1.00

12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)

54.4

cum

9,041.68

₹4,91,867.39

8,077.79

₹4,39,431.78

Lowest

9,124.63

₹4,96,379.87

2.00Appendix B: Pre-monsoon works

2.00

OD229855/2025-2026:Engaging Mazdoor wherever requires for the removal of earth and other debris causing chocking of culverts and drain as per the direction of Engineer in charge, for cutting branches of trees leaned towards the road threatening to pedestrian and traffic, and removal of fallen trees on the road and clearing of traffic blockage, stacking the wood at s suitable place as directed by engineer in charge.

182

1,156

₹2,10,392

1,032.76

₹1,87,962.32

Lowest

1,166.61

₹2,12,323.02

2.00

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)

1,700

metre

87.29

₹1,48,393

77.98

₹1,32,566

Lowest

88.09

₹1,49,753

2.00

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

6.06

Hectare

60,359.5

₹3,65,778.57

53,924.85

₹3,26,784.59

Lowest

60,913.26

₹3,69,134.36

2.00

10.3:Maintenance of Earth Shoulder (stripping excess soil) from the shoulder surface to achieve the approved level and compacting with plate compactor

2,200

sqm

31.6

₹69,520

28.23

₹62,106

Lowest

31.89

₹70,158

3.00Appendix C: Proactive/Preventive works

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A: Reactive Maintenance/Initial rectification works
1.001	3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m	183.6	cum	-	-
1.002	12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.	163.2	cum	-	-
1.003	12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)	54.4	cum	-	-
2Appendix B: Pre-monsoon works
2.001	OD229855/2025-2026:Engaging Mazdoor wherever requires for the removal of earth and other debris causing chocking of culverts and drain as per the direction of Engineer in charge, for cutting branches of trees leaned towards the road threatening to pedestrian and traffic, and removal of fallen trees on the road and clearing of traffic blockage, stacking the wood at s suitable place as directed by engineer in charge.	182	no	-	-
2.002	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)	1,700	metre	-	-
2.003	2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area	6.06	Hectare	-	-
2.004	10.3:Maintenance of Earth Shoulder (stripping excess soil) from the shoulder surface to achieve the approved level and compacting with plate compactor	2,200	sqm	-	-
3Appendix C: Proactive/Preventive works

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix A: Reactive Maintenance/Initial rectification works

1.001

183.6

cum

1.002

163.2

cum

1.003

12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)

54.4

cum

2Appendix B: Pre-monsoon works

2.001

182

2.002

1,700

metre

2.003

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

6.06

Hectare

2.004

10.3:Maintenance of Earth Shoulder (stripping excess soil) from the shoulder surface to achieve the approved level and compacting with plate compactor

2,200

sqm

3Appendix C: Proactive/Preventive works