Kerala

AOC

Works

Civil Works - Roads

GENERAL Budget 2025 26 20 Provision Improvements to Karuvanchal Vayattuparambu Pothukund Naduvil Road Km 3 860 to 7 200 Hill road Work General Civil work

Public Works Department

Kannur, Kerala

Amount: ₹6.6 CrCloses: 5 Mar 2026Closed

Timeline

Published26 Feb 2026
Closed5 Mar 2026
Technical Evaluation8 May 2026
Awarded1 Jul 2026

Bids

Item Rate

2 Bids1 Jul 2026

#	Company	Amount	Rank	Status
1	MOHAMMED AHNAS B L1₹5.8 CrAccepted-AOC	₹5.8 Cr	L1	Accepted-AOC L1
2	P M MANSOOR L2₹6.6 Cr+₹79.2 L (13.7%)Rejected-Finance	₹6.6 Cr+₹79.2 L (13.7%)	L2	Rejected-Finance L2

BoQ Comparative

Line Items (40)

Sl No	Description	Qty	Unit	MOHAMMED AHNAS B L1	P M MANSOOR L2
1.00Appendix : A - Improvement to formation
1.00	2.3.2.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness In area of light jungle - By Mechanical Means	0.9	Hectare	43,663 ₹39,296.7 Lowest	50,001 ₹45,000.9
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 <br>	2,695	sqm	5 ₹13,475 Lowest	10.01 ₹26,976.95
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	5,004.64	cum	42 ₹2,10,194.88 Lowest	91 ₹4,55,422.24
1.00	3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.	765	cum	80 ₹61,200 Lowest	91 ₹69,615
2.00Appendix : B Side protection and Cross drainage works
2.00	3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.<br> Ordinary soil - Mechanical Means - (Depth upto 3 m) <br>	4,525.42	cum	53 ₹2,39,847.26 Lowest	101 ₹4,57,067.42
2.00	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.	811.89	cum	5,970 ₹48,46,959.42 Lowest	6,900 ₹56,02,013.4
2.00	12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15	1,441.33	cum	6,910 ₹99,59,569.57 Lowest	7,800 ₹1,12,42,350.6
2.00	12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer	233.95	cum	7,506 ₹17,56,028.7 Lowest	8,700 ₹20,35,365

Tender Value

₹6.6 Cr

EMD Value

₹2 L

Closing Date

5 Mar 2026, 2:00 pmClosed

Tender Inviting Organisation

Name

The Superintending Engineer, PWD, Roads , North Ci

Address

The Superintending Engineer, PWD, Roads , North Circle, Kozhikode

Work Description

GENERAL Budget 2025 26 20 Provision Improvements to Karuvanchal Vayattuparambu Pothukund Naduvil Road Km 3 860 to 7 200 Hill road Work General Civil work

Tender Information

Tender ID

2026_PWD_841162_1

Reference Number

TR/RD/2020/2127/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

270 days

Location

kannur

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical

RequiredScanned copy of bid Security Remittance and bid Submission fee Remittance (should be less 1MB (.pdf)

RequiredScanned copy of bid submission letter as per item no 1 Part VI(Duly filled and should be less 1MB (.pdf)

RequiredScan copy of Integrity pact certificate as per item no 3 Part VI(Duly filled and should be less1MB (.pdf)

RequiredPreliminary agmt and Affidavit as per item no 2,no 4 Part VI (Duly filled,less 1MB,) (.pdf)

Requirede-payment as per item no 6 Part VI and Valid Registration certificate ,pan card less than 1MB (.pdf)

RequiredScanned copy of Bid documents with NIT(Duly filled and should be less than 1MB)(SBD and NIT) (.pdf)

RequiredScanned copy of invoice and challan of GST amount paid to the GST department directly (less than 1MB (.pdf)

RequiredAnnual turnover details for the last 5 years (.pdf)

RequiredPrequalification document as per item no.4, Part VI less than 1MB (.pdf)

Finance

RequiredBOQ(Schedule) (.xls)

Fee & Financial Details

Tender Fee Amount

₹11,025

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹2 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

1 Jul 2026

Published

26 Feb 2026

Bid Opening

7 Mar 2026

Download Starts

26 Feb 2026

Download Ends

5 Mar 2026

Submission Starts

26 Feb 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (40 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix : A - Improvement to formation
1.001	2.3.2.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness In area of light jungle - By Mechanical Means	-	Hectare	-	-
1.002	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 <br>	-	sqm	-	-
1.003	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	-	cum	-	-
1.004	3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.	-	cum	-	-
2Appendix : B Side protection and Cross drainage works
2.001	3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.<br> Ordinary soil - Mechanical Means - (Depth upto 3 m) <br>	-	cum	-	-
2.002	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.	0.4	cum	-	-
2.003	12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15	0.8	cum	-	-
2.004	12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer	1	cum	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.04 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

fin_bid_open.pdf

PDF

boq_comp_chart.xlsx

xlsx

Financial Evaluation

fin_eval.pdf

PDF

Award of Contract

aoc.pdf

PDF

Documents

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Tender Page Snapshot

details.html

html • 0.05 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

sbd.pdf

Tender Documents • 2.06 MB

BOQ_1418291.xls

BOQ • 0.34 MB

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Company

MOHAMMED AHNAS B

L1₹5.8 CrAccepted-AOC

P M MANSOOR

L2₹6.6 Cr+₹79.2 L (13.7%)Rejected-Finance

Sl No	Description	Qty	Unit	MOHAMMED AHNAS B L1	P M MANSOOR L2
1.00Appendix : A - Improvement to formation
1.00	2.3.2.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness In area of light jungle - By Mechanical Means	0.9	Hectare	43,663 ₹39,296.7 Lowest	50,001 ₹45,000.9
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 <br>	2,695	sqm	5 ₹13,475 Lowest	10.01 ₹26,976.95
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	5,004.64	cum	42 ₹2,10,194.88 Lowest	91 ₹4,55,422.24
1.00	3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.	765	cum	80 ₹61,200 Lowest	91 ₹69,615
2.00Appendix : B Side protection and Cross drainage works
2.00	3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.<br> Ordinary soil - Mechanical Means - (Depth upto 3 m) <br>	4,525.42	cum	53 ₹2,39,847.26 Lowest	101 ₹4,57,067.42
2.00	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.	811.89	cum	5,970 ₹48,46,959.42 Lowest	6,900 ₹56,02,013.4
2.00	12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15	1,441.33	cum	6,910 ₹99,59,569.57 Lowest	7,800 ₹1,12,42,350.6
2.00	12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer	233.95	cum	7,506 ₹17,56,028.7 Lowest	8,700 ₹20,35,365

Sl No

Description

Qty

Unit

MOHAMMED AHNAS B

P M MANSOOR

1.00Appendix : A - Improvement to formation

1.00

2.3.2.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness In area of light jungle - By Mechanical Means

0.9

Hectare

43,663

₹39,296.7

Lowest

50,001

₹45,000.9

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 <br>

2,695

sqm

₹13,475

Lowest

10.01

₹26,976.95

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

5,004.64

cum

₹2,10,194.88

Lowest

₹4,55,422.24

1.00

3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.

765

cum

₹61,200

Lowest

₹69,615

2.00Appendix : B Side protection and Cross drainage works

2.00

3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.<br> Ordinary soil - Mechanical Means - (Depth upto 3 m) <br>

4,525.42

cum

₹2,39,847.26

Lowest

101

₹4,57,067.42

2.00

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.

811.89

cum

5,970

₹48,46,959.42

Lowest

6,900

₹56,02,013.4

2.00

12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15

1,441.33

cum

6,910

₹99,59,569.57

Lowest

7,800

₹1,12,42,350.6

2.00

12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer

233.95

cum

7,506

₹17,56,028.7

Lowest

8,700

₹20,35,365

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix : A - Improvement to formation
1.001	2.3.2.A:Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness In area of light jungle - By Mechanical Means	-	Hectare	-	-
1.002	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 <br>	-	sqm	-	-
1.003	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	-	cum	-	-
1.004	3.17:Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.	-	cum	-	-
2Appendix : B Side protection and Cross drainage works
2.001	3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.<br> Ordinary soil - Mechanical Means - (Depth upto 3 m) <br>	-	cum	-	-
2.002	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.	0.4	cum	-	-
2.003	12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15	0.8	cum	-	-
2.004	12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer	1	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix : A - Improvement to formation

1.001

Hectare

1.002

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 <br>

sqm

1.003

cum

1.004

cum

2Appendix : B Side protection and Cross drainage works

2.001

cum

2.002

0.4

cum

2.003

12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15

0.8

cum

2.004

12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer

cum