Tender ID

Kerala

AOC

Works

Civil Works - Roads

RM 2025 26 RC 2 Phase 1 Zone VII One year Running contract for various roads under PWD Roads Section Kaduthuruthy in Kottayam District 7 road stretches for a length of 10 84 KM

Public Works Department

Kaduthuruthy | Kottayam, Kerala

Amount: ₹47.0 LCloses: 12 Nov 2025Closed

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Timeline

Published5 Nov 2025
Closed12 Nov 2025
Awarded9 Feb 2026

Bids

Item Rate

2 Bids9 Feb 2026

#	Company	Amount	Rank	Status
1	SHAJI PAILYE L1₹40.9 LAccepted-AOC	₹40.9 L	L1	Accepted-AOC L1
2	BABU JOSEPH L2₹41.2 L+₹34,958.67 (0.86%)Rejected-AOC	₹41.2 L+₹34,958.67 (0.86%)	L2	Rejected-AOC L2

BoQ Comparative

Line Items (33)

Sl No	Description	Qty	Unit	BABU JOSEPH L2	SHAJI PAILYE L1
1.00Appendix-A Reactive Maintenance (Initial Rectification work)
1.00	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	5	cum	2,249 ₹11,245	2,226.35 ₹11,131.75 Lowest
1.00	55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)	4	cum	2,325 ₹9,300	2,302.38 ₹9,209.52 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.	5	cum	4,912 ₹24,560	4,862.56 ₹24,312.8 Lowest
1.00	OD131302/2025-2026:##l 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	4	cum	8,477 ₹33,908	8,391.28 ₹33,565.12 Lowest
1.00	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.	3,540	sqm	10 ₹35,400 Lowest	10.68 ₹37,807.2
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.	2,880	sqm	55 ₹1,58,400	54.95 ₹1,58,256 Lowest
1.01	OD131303/2025-2026:MORD - 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) OR 13.2mm to 0.9 mm (Type - B) aggregates using penetration grade bitumen using VG 30 to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheeled roller 8-10 KN static roller and finishing to required level and grade as per Technical specification clause 509 of MORD - Bitumen @22 kg / 10 m2....	3,540	per sqm	253 ₹8,95,620	251.06 ₹8,88,752.4 Lowest
1.01	4.1.B.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-V - For sub-base cum drainage layer - Mix in Place Method	32	cum	3,159 ₹1,01,088	3,127.77 ₹1,00,088.64 Lowest
1.01	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.	432	cum	3,213 ₹13,88,016	3,180.58 ₹13,74,010.56 Lowest

Tender Value

₹47.0 L

EMD Value

₹50,000

Closing Date

12 Nov 2025, 5:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer PWD Roads KTM

Address

Office of the Executive Engineer PWD Roads KTM

Work Description

RM 2025 26 RC 2 Phase 1 Zone VII One year Running contract for various roads under PWD Roads Section Kaduthuruthy in Kottayam District 7 road stretches for a length of 10 84 KM

Tender Information

Tender ID

2025_PWD_819475_1

Reference Number

PWD/RB/TR/15950/2025_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

365 days

Location

Kaduthuruthy

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredCompressed Pdf of duly filled Bid submission letter, Bid security and bid submission fee remittance (.pdf)

RequiredCompressed Pdf of duly filled integrity pact certificate as per item no.3 part VI (.pdf)

RequiredCompressed Pdf of preliminary agreement as per item no.2 part VI, e Payment requisition, GST certifi (.pdf)

RequiredCompressed Pdf of Performance certificate as per sl.no 4 in special conditions of RC works (.pdf)

RequiredCompressed Pdf of Affidavit ,bidder valid Registration Certificate,Maintenance of defects (.pdf)

RequiredCompressed Pdf of BID Documents with NIT, Special conditions of running contract works (.pdf)

RequiredBoq (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,760

EMD Fee Amount

₹50,000

Important Dates

Last Activity

9 Feb 2026

Published

5 Nov 2025

Bid Opening

14 Nov 2025

Download Starts

5 Nov 2025

Download Ends

12 Nov 2025

Submission Starts

5 Nov 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

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.06 MB

Work Item Documents

viewsbd.pdf

Tender Documents • 1.63 MB

BOQ_1373635.xls

BOQ • 0.32 MB

MAINTENANCEOFDEFECTS.pdf

Additional Documents • 0.32 MB

PERFORMANCECERTIFICATE.pdf

Additional Documents • 0.19 MB

Specialcondition.pdf

Additional Documents • 0.46 MB

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Company

SHAJI PAILYE

L1₹40.9 LAccepted-AOC

BABU JOSEPH

L2₹41.2 L+₹34,958.67 (0.86%)Rejected-AOC

Sl No	Description	Qty	Unit	BABU JOSEPH L2	SHAJI PAILYE L1
1.00Appendix-A Reactive Maintenance (Initial Rectification work)
1.00	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	5	cum	2,249 ₹11,245	2,226.35 ₹11,131.75 Lowest
1.00	55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)	4	cum	2,325 ₹9,300	2,302.38 ₹9,209.52 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.	5	cum	4,912 ₹24,560	4,862.56 ₹24,312.8 Lowest
1.00	OD131302/2025-2026:##l 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	4	cum	8,477 ₹33,908	8,391.28 ₹33,565.12 Lowest
1.00	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.	3,540	sqm	10 ₹35,400 Lowest	10.68 ₹37,807.2
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.	2,880	sqm	55 ₹1,58,400	54.95 ₹1,58,256 Lowest
1.01	OD131303/2025-2026:MORD - 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) OR 13.2mm to 0.9 mm (Type - B) aggregates using penetration grade bitumen using VG 30 to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheeled roller 8-10 KN static roller and finishing to required level and grade as per Technical specification clause 509 of MORD - Bitumen @22 kg / 10 m2....	3,540	per sqm	253 ₹8,95,620	251.06 ₹8,88,752.4 Lowest
1.01	4.1.B.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-V - For sub-base cum drainage layer - Mix in Place Method	32	cum	3,159 ₹1,01,088	3,127.77 ₹1,00,088.64 Lowest
1.01	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.	432	cum	3,213 ₹13,88,016	3,180.58 ₹13,74,010.56 Lowest

Sl No

Description

Qty

Unit

BABU JOSEPH

SHAJI PAILYE

1.00Appendix-A Reactive Maintenance (Initial Rectification work)

1.00

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

cum

2,249

₹11,245

2,226.35

₹11,131.75

Lowest

1.00

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

cum

2,325

₹9,300

2,302.38

₹9,209.52

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.

cum

4,912

₹24,560

4,862.56

₹24,312.8

Lowest

1.00

OD131302/2025-2026:##l 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

cum

8,477

₹33,908

8,391.28

₹33,565.12

Lowest

1.00

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.

3,540

sqm

₹35,400

Lowest

10.68

₹37,807.2

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.

2,880

sqm

₹1,58,400

54.95

₹1,58,256

Lowest

1.01

OD131303/2025-2026:MORD - 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) OR 13.2mm to 0.9 mm (Type - B) aggregates using penetration grade bitumen using VG 30 to the required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheeled roller 8-10 KN static roller and finishing to required level and grade as per Technical specification clause 509 of MORD - Bitumen @22 kg / 10 m2....

3,540

per sqm

253

₹8,95,620

251.06

₹8,88,752.4

Lowest

1.01

4.1.B.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-V - For sub-base cum drainage layer - Mix in Place Method

cum

3,159

₹1,01,088

3,127.77

₹1,00,088.64

Lowest

1.01

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.

432

cum

3,213

₹13,88,016

3,180.58

₹13,74,010.56

Lowest