Tender ID

Kerala

AOC

Works

Civil Works - Roads

GENERAL RM 2025 26 RC 2 Phase 1 Cluster II Zone 4 One Year Running Contract for various PWD Roads under Road section Kuttippuram in Malappuram District for 05 nos of Road stretches for a length of 14.57 km

Public Works Department

KUTTIPPURAM | Malappuram, Kerala

Amount: ₹58.0 LCloses: 19 Aug 2025Closed

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Timeline

Published11 Aug 2025
Closed19 Aug 2025
Awarded25 Oct 2025

Bids

Item Rate

2 Bids25 Oct 2025

#	Company	Amount	Rank	Status
1	Abdul Nasar P L1₹47.9 LAccepted-AOC	₹47.9 L	L1	Accepted-AOC Accepted
2	P P Musthafa L2₹50.2 L+₹2.3 L (4.89%)Rejected-Finance	₹50.2 L+₹2.3 L (4.89%)	L2	Rejected-Finance Rejected

BoQ Comparative

Line Items (66)

Sl No	Description	Qty	Unit	Abdul Nasar P L1	P P Musthafa L2
1.00Appendix A- Initial Rectification.
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	120	cum	40.88 ₹4,905.6 Lowest	42.67 ₹5,120.4
1.00	4.2.A.1: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-III -For lower sub-base - Mix in Place Method	60	cum	1,000 ₹60,000 Lowest	2,809.76 ₹1,68,585.6
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.	60	cum	1,000 ₹60,000 Lowest	2,920.68 ₹1,75,240.8
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.	400	sqm	20 ₹8,000 Lowest	54.65 ₹21,860
1.00	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.	400	sqm	8 ₹3,200 Lowest	12.83 ₹5,132
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.	5,650	sqm	14 ₹79,100	10.59 ₹59,833.5 Lowest
1.01	OD21433/2025-2026:Providing, laying and rolling of close-graded premix surfacing material of 40 mm thickness composed of 13.20 mm to 0.09 mm (Type-B) 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.	400	sqm	200 ₹80,000 Lowest	333.2 ₹1,33,280
1.01	OD21434/2025-2026: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	5,650	sqm	285 ₹16,10,250	235.17 ₹13,28,710.5 Lowest
1.01	55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)	9.64	cum	2,600 ₹25,058.8	2,105.54 ₹20,293.19 Lowest

Tender Value

₹58.0 L

EMD Value

₹50,000

Closing Date

19 Aug 2025, 3:00 pmClosed

Tender Inviting Organisation

Name

EXECUTIVE ENGINEER

Address

O/o EXECUTIVE ENGINEER PWD Roads Division Manjeri

Work Description

GENERAL RM 2025 26 RC 2 Phase 1 Cluster II Zone 4 One Year Running Contract for various PWD Roads under Road section Kuttippuram in Malappuram District for 05 nos of Road stretches for a length of 14.57 km

Tender Information

Tender ID

2025_PWD_784835_1

Reference Number

D4/PWD/RB/TR/7974/2025

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

365 days

Location

KUTTIPPURAM

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 PreliminaryAgreement (.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

25 Oct 2025

Published

11 Aug 2025

Bid Opening

21 Aug 2025

Download Starts

11 Aug 2025

Download Ends

19 Aug 2025

Submission Starts

11 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

Abdul Nasar P

L1₹47.9 LAccepted-AOC

P P Musthafa

L2₹50.2 L+₹2.3 L (4.89%)Rejected-Finance

Sl No	Description	Qty	Unit	Abdul Nasar P L1	P P Musthafa L2
1.00Appendix A- Initial Rectification.
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	120	cum	40.88 ₹4,905.6 Lowest	42.67 ₹5,120.4
1.00	4.2.A.1: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-III -For lower sub-base - Mix in Place Method	60	cum	1,000 ₹60,000 Lowest	2,809.76 ₹1,68,585.6
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.	60	cum	1,000 ₹60,000 Lowest	2,920.68 ₹1,75,240.8
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.	400	sqm	20 ₹8,000 Lowest	54.65 ₹21,860
1.00	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.	400	sqm	8 ₹3,200 Lowest	12.83 ₹5,132
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.	5,650	sqm	14 ₹79,100	10.59 ₹59,833.5 Lowest
1.01	OD21433/2025-2026:Providing, laying and rolling of close-graded premix surfacing material of 40 mm thickness composed of 13.20 mm to 0.09 mm (Type-B) 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.	400	sqm	200 ₹80,000 Lowest	333.2 ₹1,33,280
1.01	OD21434/2025-2026: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	5,650	sqm	285 ₹16,10,250	235.17 ₹13,28,710.5 Lowest
1.01	55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)	9.64	cum	2,600 ₹25,058.8	2,105.54 ₹20,293.19 Lowest

Sl No

Description

Qty

Unit

Abdul Nasar P

P P Musthafa

1.00Appendix A- Initial Rectification.

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

120

cum

40.88

₹4,905.6

Lowest

42.67

₹5,120.4

1.00

4.2.A.1: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-III -For lower sub-base - Mix in Place Method

cum

1,000

₹60,000

Lowest

2,809.76

₹1,68,585.6

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.

cum

1,000

₹60,000

Lowest

2,920.68

₹1,75,240.8

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.

400

sqm

₹8,000

Lowest

54.65

₹21,860

1.00

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.

400

sqm

₹3,200

Lowest

12.83

₹5,132

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.

5,650

sqm

₹79,100

10.59

₹59,833.5

Lowest

1.01

OD21433/2025-2026:Providing, laying and rolling of close-graded premix surfacing material of 40 mm thickness composed of 13.20 mm to 0.09 mm (Type-B) 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.

400

sqm

200

₹80,000

Lowest

333.2

₹1,33,280

1.01

OD21434/2025-2026: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

5,650

sqm

285

₹16,10,250

235.17

₹13,28,710.5

Lowest

1.01

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

9.64

cum

2,600

₹25,058.8

2,105.54

₹20,293.19

Lowest