Tender ID

Kerala

AOC

Works

Civil Works - Roads

GENERAL RM 2025 26 RC 2 Phase 1 Cluster II - Zone 5 One year Running Contract for Various PWD Roads section Perinthalmanna in Malappuram Disttrict 6 No s of Roads stretches for a length of 25.924 km General Civil work General Civil Work

Public Works Department

Perinthalmanna | Malappuram, Kerala

Amount: ₹50.8 LCloses: 25 Aug 2025Closed

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Timeline

Published19 Aug 2025
Closed25 Aug 2025
Awarded15 Nov 2025

Bids

Item Rate

2 Bids15 Nov 2025

#	Company	Amount	Rank	Status
1	P P Musthafa L1₹42.3 LAccepted-AOC	₹42.3 L	L1	Accepted-AOC L1
2	Muhammed Shafi vemmully Rejected-Technical	-	-	Rejected-Technical L2

BoQ Comparative

Line Items (43)

Sl No	Description	Qty	Unit	Muhammed Shafi vemmully L2	P P Musthafa L1
1.00Appendix A - Initial Rectification
1.00	55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)	36.27	cum	2,228.28 ₹80,826.4	2,022.42 ₹73,359.24 Lowest
1.00	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	84.44	cum	2,154.69 ₹1,81,952.8	1,955.63 ₹1,65,143.18 Lowest
1.00	55.6.a:Providing pre mix bitumen leveling coarse having thickness between 20mm and 40mm with 12mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen (vg 30) with pressure sprayer at the rate of 48 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.	25.26	cum	8,201.32 ₹2,07,148.94	7,443.63 ₹1,88,011.21 Lowest
1.00	55.7.a:Providing bitumen leveling coarse between 40mm and 150mm with 36mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen with pressure sprayer at the rate of 20 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.	11.02	cum	2,699.48 ₹29,734.77	2,450.09 ₹26,987.74 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.	73.43	cum	4,836.72 ₹3,55,160.35	4,389.87 ₹3,22,348.15 Lowest
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.	11.02	cum	10,888.27 ₹1,19,934.29	9,882.34 ₹1,08,853.98 Lowest
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.	8,056.52	sqm	11.2 ₹90,233.02	10.17 ₹81,934.81 Lowest
1.01	OD48365/2025-2026:Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) aggregates 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/hour., laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to the required level and grade.	8,056.52	sqm	248.87 ₹20,05,026.13	225.88 ₹18,19,806.74 Lowest
1.01	10.5.1b:Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting trimming and finishing the surface to from a smooth continuous surface, all as per clause 3004. 2 Filling Port holes and Patch Repairs with Bituminous concrete For grading II- 13 mm (Nominal size) Material	13.05	sqm	427.35 ₹5,576.92	387.87 ₹5,061.7 Lowest

Tender Value

₹50.8 L

EMD Value

₹50,000

Closing Date

25 Aug 2025, 3:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer, PWD Roads division Manjeri

Address

Executive Engineer, PWD Roads division Manjeri

Work Description

GENERAL RM 2025 26 RC 2 Phase 1 Cluster II - Zone 5 One year Running Contract for Various PWD Roads section Perinthalmanna in Malappuram Disttrict 6 No s of Roads stretches for a length of 25.924 km General Civil work General Civil Work

Tender Information

Tender ID

2025_PWD_788300_1

Reference Number

PWD/RB/TR/9966/2025_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

365 days

Location

Perinthalmanna

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)

RequiredSBD merged with NIT (.pdf)

RequiredePayment form (.pdf)

RequiredForm of tender (.pdf)

RequiredPreliminary agreement (.pdf)

RequiredIntegrity pact (.pdf)

RequiredLicense (.pdf)

RequiredGST Registration (.pdf)

RequiredAffidavit (.pdf)

RequiredSpecial conditions of Running Contract work (.pdf)

RequiredPerformance Certificate as per special condition of RC (.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

19 Aug 2025

Bid Opening

27 Aug 2025

Download Starts

19 Aug 2025

Download Ends

25 Aug 2025

Submission Starts

19 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

finance_1297490.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

P P Musthafa

L1₹42.3 LAccepted-AOC

Muhammed Shafi vemmully

Rejected-Technical

Sl No	Description	Qty	Unit	Muhammed Shafi vemmully L2	P P Musthafa L1
1.00Appendix A - Initial Rectification
1.00	55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)	36.27	cum	2,228.28 ₹80,826.4	2,022.42 ₹73,359.24 Lowest
1.00	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	84.44	cum	2,154.69 ₹1,81,952.8	1,955.63 ₹1,65,143.18 Lowest
1.00	55.6.a:Providing pre mix bitumen leveling coarse having thickness between 20mm and 40mm with 12mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen (vg 30) with pressure sprayer at the rate of 48 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.	25.26	cum	8,201.32 ₹2,07,148.94	7,443.63 ₹1,88,011.21 Lowest
1.00	55.7.a:Providing bitumen leveling coarse between 40mm and 150mm with 36mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen with pressure sprayer at the rate of 20 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.	11.02	cum	2,699.48 ₹29,734.77	2,450.09 ₹26,987.74 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.	73.43	cum	4,836.72 ₹3,55,160.35	4,389.87 ₹3,22,348.15 Lowest
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.	11.02	cum	10,888.27 ₹1,19,934.29	9,882.34 ₹1,08,853.98 Lowest
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.	8,056.52	sqm	11.2 ₹90,233.02	10.17 ₹81,934.81 Lowest
1.01	OD48365/2025-2026:Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) aggregates 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/hour., laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to the required level and grade.	8,056.52	sqm	248.87 ₹20,05,026.13	225.88 ₹18,19,806.74 Lowest
1.01	10.5.1b:Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting trimming and finishing the surface to from a smooth continuous surface, all as per clause 3004. 2 Filling Port holes and Patch Repairs with Bituminous concrete For grading II- 13 mm (Nominal size) Material	13.05	sqm	427.35 ₹5,576.92	387.87 ₹5,061.7 Lowest

Sl No

Description

Qty

Unit

Muhammed Shafi vemmully

P P Musthafa

1.00Appendix A - Initial Rectification

1.00

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

36.27

cum

2,228.28

₹80,826.4

2,022.42

₹73,359.24

Lowest

1.00

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

84.44

cum

2,154.69

₹1,81,952.8

1,955.63

₹1,65,143.18

Lowest

1.00

55.6.a:Providing pre mix bitumen leveling coarse having thickness between 20mm and 40mm with 12mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen (vg 30) with pressure sprayer at the rate of 48 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.

25.26

cum

8,201.32

₹2,07,148.94

7,443.63

₹1,88,011.21

Lowest

1.00

55.7.a:Providing bitumen leveling coarse between 40mm and 150mm with 36mm deptl metal by spreading the metal to line and levels and rolling until the compacted coarse aggregate has a firm surface and applying hot bitumen with pressure sprayer at the rate of 20 Kg per M3 metal including all cost of bitumen conveyance heating mixing spreading in appropriate locations to proper levels compacting with power roler and other sundry stores.

11.02

cum

2,699.48

₹29,734.77

2,450.09

₹26,987.74

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.

73.43

cum

4,836.72

₹3,55,160.35

4,389.87

₹3,22,348.15

Lowest

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.

11.02

cum

10,888.27

₹1,19,934.29

9,882.34

₹1,08,853.98

Lowest

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.

8,056.52

sqm

11.2

₹90,233.02

10.17

₹81,934.81

Lowest

1.01

OD48365/2025-2026:Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) aggregates 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/hour., laying and rolling with a Smooth wheeled roller 8-10 tonne capacity, and finishing to the required level and grade.

8,056.52

sqm

248.87

₹20,05,026.13

225.88

₹18,19,806.74

Lowest

1.01

10.5.1b:Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504, compacting trimming and finishing the surface to from a smooth continuous surface, all as per clause 3004. 2 Filling Port holes and Patch Repairs with Bituminous concrete For grading II- 13 mm (Nominal size) Material

13.05

sqm

427.35

₹5,576.92

387.87

₹5,061.7

Lowest