Tender ID

Kerala

AOC

Works

Civil Works - Roads

One year Running Contract for various PWD Roads under Road Section Parappanangadi in Malappuram District-

Public Works Department

Parappanangadi | Malappuram, Kerala

Amount: ₹66.2 LCloses: 21 Aug 2025Closed

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Timeline

Published7 Aug 2025
Closed21 Aug 2025
Awarded15 Nov 2025

Bids

Item Rate

2 Bids15 Nov 2025

#	Company	Amount	Rank	Status
1	P MOHAMMED L1₹72.2 LAccepted-AOC OORAKAM VENKULAM BERUVALLUR GRAMA KERALA KL \| ERNAKULAM \| KERALA \| 680667	₹72.2 L	L1	Accepted-AOC L1
2	C.ABDUL KALAM AZAD L 2₹76.6 L+₹4.4 L (6.10%)Rejected-AOC	₹76.6 L+₹4.4 L (6.10%)	L 2	Rejected-AOC L2

BoQ Comparative

Line Items (62)

Sl No	Description	Qty	Unit	P MOHAMMED L1	C.ABDUL KALAM AZAD L2
1.00APPENDIX-A: Initial Rectification Works
1.00	4.2.A.2: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-IV - For lower sub-base - Mix in Place Method	41.37	cum	3,400 ₹1,40,654.6 Lowest	3,400 ₹1,40,654.6 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.	41.37	cum	3,500 ₹1,44,791.5 Lowest	3,500 ₹1,44,791.5 Lowest
1.00	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	76.77	cum	2,500 ₹1,91,932.5 Lowest	2,600 ₹1,99,609.8
1.00	55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)	73.22	cum	2,400 ₹1,75,737.6 Lowest	2,600 ₹1,90,382.4
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.	76.77	cum	5,750 ₹4,41,444.75 Lowest	6,500 ₹4,99,024.5
1.01	55.9.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 12mm departmental broken stone and compacting with power roller to get a compact surface.	73.22	cum	13,000 ₹9,51,912 Lowest	13,400 ₹9,81,201.6
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.	275.79	sqm	65 ₹17,926.35 Lowest	90 ₹24,821.1
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.	3,073.5	sqm	15 ₹46,102.5 Lowest	20 ₹61,470
1.01	OD232041/2024-2025:Providing and laying and rolling of close-graded premix surfacing material of 20mm thickness composed of 11.2mm to 0.09mm(Type A) aggregate using viscosity grade bitumen (VG-30) to the required line , grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/hours , laying and rolling with a smooth wheeled roller 8-10 tonne capacity, and finishing to the required level and grade by manual means	3,073.5	sqm	305 ₹9,37,417.5 Lowest	330 ₹10,14,255

Tender Value

₹66.2 L

EMD Value

₹50,000

Closing Date

21 Aug 2025, 11:30 amClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

Executive Engineer,PWD Roads Division Manjeri

Work Description

GENERAL-RM/ RC 2 - Phase 1 - 2025-26- Cluster II - Zone 1- One year Running Contract for various PWD Roads under Road Section Parappanangadi in Malappuram District- 5 nos of Roads stretches for a length of 23.38 km

Tender Information

Tender ID

2025_PWD_783182_2

Reference Number

D5/PWD/RB/TR/1254/2025

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

365 days

Location

Parappanangadi

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

11 documents required · 11 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredDuly filled and signed Preliminary Agreement (.pdf)

RequiredDuly filled and signed form of tender (.pdf)

RequiredDuly filled and signed Affidavit (.pdf)

RequiredDuly filled and signed Integrity Pact (.pdf)

RequiredDuly filled and signed E payment form (.pdf)

RequiredDuly filled and signed Special condition of Running Contract work (.pdf)

RequiredPerformance Certificate as per serial No. 4 in Special condition of Running Contract (.pdf)

RequiredCopy of GST (.pdf)

RequiredSBD With NIT (.pdf)

RequiredScanned copy of license (.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

15 Nov 2025

Published

7 Aug 2025

Bid Opening

23 Aug 2025

Download Starts

7 Aug 2025

Download Ends

21 Aug 2025

Submission Starts

7 Aug 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

html • 0.04 MB

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Company

P MOHAMMED

L1₹72.2 LAccepted-AOC

OORAKAM VENKULAM BERUVALLUR GRAMA KERALA KL | ERNAKULAM | KERALA | 680667

C.ABDUL KALAM AZAD

L 2₹76.6 L+₹4.4 L (6.10%)Rejected-AOC

Sl No	Description	Qty	Unit	P MOHAMMED L1	C.ABDUL KALAM AZAD L2
1.00APPENDIX-A: Initial Rectification Works
1.00	4.2.A.2: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-IV - For lower sub-base - Mix in Place Method	41.37	cum	3,400 ₹1,40,654.6 Lowest	3,400 ₹1,40,654.6 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.	41.37	cum	3,500 ₹1,44,791.5 Lowest	3,500 ₹1,44,791.5 Lowest
1.00	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	76.77	cum	2,500 ₹1,91,932.5 Lowest	2,600 ₹1,99,609.8
1.00	55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)	73.22	cum	2,400 ₹1,75,737.6 Lowest	2,600 ₹1,90,382.4
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.	76.77	cum	5,750 ₹4,41,444.75 Lowest	6,500 ₹4,99,024.5
1.01	55.9.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 12mm departmental broken stone and compacting with power roller to get a compact surface.	73.22	cum	13,000 ₹9,51,912 Lowest	13,400 ₹9,81,201.6
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.	275.79	sqm	65 ₹17,926.35 Lowest	90 ₹24,821.1
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.	3,073.5	sqm	15 ₹46,102.5 Lowest	20 ₹61,470
1.01	OD232041/2024-2025:Providing and laying and rolling of close-graded premix surfacing material of 20mm thickness composed of 11.2mm to 0.09mm(Type A) aggregate using viscosity grade bitumen (VG-30) to the required line , grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/hours , laying and rolling with a smooth wheeled roller 8-10 tonne capacity, and finishing to the required level and grade by manual means	3,073.5	sqm	305 ₹9,37,417.5 Lowest	330 ₹10,14,255

Sl No

Description

Qty

Unit

P MOHAMMED

C.ABDUL KALAM AZAD

1.00APPENDIX-A: Initial Rectification Works

1.00

4.2.A.2: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-IV - For lower sub-base - Mix in Place Method

41.37

cum

3,400

₹1,40,654.6

Lowest

3,400

₹1,40,654.6

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.

41.37

cum

3,500

₹1,44,791.5

Lowest

3,500

₹1,44,791.5

Lowest

1.00

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

76.77

cum

2,500

₹1,91,932.5

Lowest

2,600

₹1,99,609.8

1.00

55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)

73.22

cum

2,400

₹1,75,737.6

Lowest

2,600

₹1,90,382.4

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.

76.77

cum

5,750

₹4,41,444.75

Lowest

6,500

₹4,99,024.5

1.01

55.9.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 12mm departmental broken stone and compacting with power roller to get a compact surface.

73.22

cum

13,000

₹9,51,912

Lowest

13,400

₹9,81,201.6

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.

275.79

sqm

₹17,926.35

Lowest

₹24,821.1

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.

3,073.5

sqm

₹46,102.5

Lowest

₹61,470

1.01

OD232041/2024-2025:Providing and laying and rolling of close-graded premix surfacing material of 20mm thickness composed of 11.2mm to 0.09mm(Type A) aggregate using viscosity grade bitumen (VG-30) to the required line , grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/hours , laying and rolling with a smooth wheeled roller 8-10 tonne capacity, and finishing to the required level and grade by manual means

3,073.5

sqm

305

₹9,37,417.5

Lowest

330

₹10,14,255