Tender ID

Kerala

AOC

Works

Civil Works - Roads

GENERAL GENERA RM 2025 26 RC 2 Phase 1 Cluster II Ernakulam Mulamthuruthy ZONE 1 One Year Running Contract for various PWD Roads under Roads Section Mulamthuruthy in Ernakuam District 7 road stretches for a length of 3123 m Estimate General Civ

Public Works Department

Kakkanadu | Ernakulam, Kerala

Amount: ₹50.8 LCloses: 15 Oct 2025Closed

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Timeline

Published7 Oct 2025
Closed15 Oct 2025
Technical Evaluation13 Nov 2025
Financial Evaluation13 Nov 2025
Awarded28 Feb 2026

Bids

Item Rate

1 Bid28 Feb 2026

#	Company	Amount	Rank	Status
1	ALBERT CHERIAN L1₹52.9 LAccepted-AOC	₹52.9 L	L1	Accepted-AOC L1

BoQ Comparative

Line Items (32)

Sl No	Description	Qty	Unit	ALBERT CHERIAN L1
1.00Reactive maintenance
1.00	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	26.11	cum	2,400 ₹62,676 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.	26.11	cum	5,000 ₹1,30,575 Lowest
1.00	55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)	13.62	cum	2,400 ₹32,676 Lowest
1.00	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.	13.62	cum	12,000 ₹1,63,380 Lowest
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>	223	sqm	6 ₹1,338 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.	35.7	cum	3,600 ₹1,28,520 Lowest
1.01	55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.	266.75	sqm	1,250 ₹3,33,437.5 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 <br> For grading II- 13 mm (Nominal size) Material	3,500	sqm	635 ₹22,22,500 Lowest
1.01	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>	10.9	cum	50 ₹545 Lowest

Tender Value

₹50.8 L

Closing Date

15 Oct 2025, 2:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer, PWD Roads division

Address

Office of the Executive Engineer, PWD Roads division, Kakkanad, Trikkakara. P.O

Work Description

GENERAL GENERA RM 2025 26 RC 2 Phase 1 Cluster II Ernakulam Mulamthuruthy ZONE 1 One Year Running Contract for various Mulamthuruthy in Ernakuam District 7 road stretches for a length of 3123 m Estimate

Tender Information

Tender ID

2025_PWD_802771_2

Reference Number

PWD/RB/TR/14649/2025_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

365 days

Location

Kakkanadu

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

Required1. Copy of valid Registration Certificate Self attested by bidder (.pdf)

Required2. Any Other relevant documents (Bank certificate, financial statement, EMD Exemption certificate et (.pdf)

Required3. Tender Document as per item no.1 part VI filled and signed by the bidder (.pdf)

Required4. Bid submission letter as per item no.1 part VI filled and signed by the bidder (.pdf)

Required5. Integrity pact certificate as Item No.3 part VI of bid docs filled and signed by bidder in origin (.pdf)

Required6. Affidavit as said items No.4 part VI of Bid docs in stamp paper worth Rs 200attested by Notary (.pdf)

Required7. Preliminary agreement filled and signed as said item 2 part VI in bid docs in stamp papers Rs 200 (.pdf)

Required8. Valid GST registration certificate and E Payment form in original (.pdf)

Required9. Performance certificate should be submitted. (.pdf)

Required10. BOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

Important Dates

Last Activity

28 Feb 2026

Published

7 Oct 2025

Bid Opening

17 Oct 2025

Download Starts

7 Oct 2025

Download Ends

15 Oct 2025

Submission Starts

7 Oct 2025

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 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 • 0.03 MB

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Company

ALBERT CHERIAN

L1₹52.9 LAccepted-AOC

Sl No	Description	Qty	Unit	ALBERT CHERIAN L1
1.00Reactive maintenance
1.00	55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.	26.11	cum	2,400 ₹62,676 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.	26.11	cum	5,000 ₹1,30,575 Lowest
1.00	55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)	13.62	cum	2,400 ₹32,676 Lowest
1.00	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.	13.62	cum	12,000 ₹1,63,380 Lowest
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>	223	sqm	6 ₹1,338 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.	35.7	cum	3,600 ₹1,28,520 Lowest
1.01	55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.	266.75	sqm	1,250 ₹3,33,437.5 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 <br> For grading II- 13 mm (Nominal size) Material	3,500	sqm	635 ₹22,22,500 Lowest
1.01	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>	10.9	cum	50 ₹545 Lowest

Sl No

Description

Qty

Unit

ALBERT CHERIAN

1.00Reactive maintenance

1.00

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

26.11

cum

2,400

₹62,676

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.

26.11

cum

5,000

₹1,30,575

Lowest

1.00

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

13.62

cum

2,400

₹32,676

Lowest

1.00

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.

13.62

cum

12,000

₹1,63,380

Lowest

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>

223

sqm

₹1,338

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.

35.7

cum

3,600

₹1,28,520

Lowest

1.01

55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.

266.75

sqm

1,250

₹3,33,437.5

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 <br> For grading II- 13 mm (Nominal size) Material

3,500

sqm

635

₹22,22,500

Lowest

1.01

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>

10.9

cum

₹545

Lowest