Kerala

AOC

Works

Civil Works - Roads

GENERAL-SR- 2025 -26 Construction of culvert and allied works in Mannakkanad - Kurichithanam road Ch- 0/000 to 3/100 km at Ch- 3/100 Km

Public Works Department

Office of the Assistant Executive Engineer, PWD Ro | Kottayam, Kerala

Amount: ₹9.9 LCloses: 30 Sept 2025Closed

Timeline

Published20 Sept 2025
Closed30 Sept 2025
Technical Evaluation15 Oct 2025
Financial Evaluation15 Oct 2025
Awarded22 Oct 2025

Bids

Item Rate

1 Bid22 Oct 2025

#	Company	Amount	Rank	Status
1	Johny Joseph, Panakuzhy Constructions 1₹9.3 LAccepted-AOC	₹9.3 L	1	Accepted-AOC Single bidder

BoQ Comparative

Line Items (9)

Sl No	Description	Qty	Unit	Johny Joseph, Panakuzhy Constructions L1
1.00Culvert , Drain & Raising work
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	80.62	cum	49 ₹3,950.63 Lowest
1.00	12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.	20.82	cum	6,800 ₹1,41,610 Lowest
1.00	12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer	27.82	cum	8,750 ₹2,43,425 Lowest
1.00	12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications	2.61	MT	95,000 ₹2,47,570 Lowest
1.00	12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)	7.88	cum	8,200 ₹64,616 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	19.5	cum	3,400 ₹66,300 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.	130	sqm	1,100 ₹1,43,000 Lowest
1.01	55.10.1:Providing and erecting retro-reflectorised Object Hazard Marker 300mm x 900mm Providing and erecting retro-reflectorised Object Hazard Marker sign with 07 years warranty, manufactured as per IRC 67 USING Type IV ASTM D 4956-09 micro prismatic retro reflective sheeting fixed over aluminium sheetig, 2 mm thick / aluminium composit material sheeting 4 mm thick with suitable back support frame and supported on a mild steel angle iron post 75mmx75mmx6mm, firmly fixed 30cm above ground level by means of properly designed foundation with M 15 grade cement concrete 30cmx30x45cm, 45cm below ground level including painting all non-reflective faces with epoxy paint 2 coats over epoxy primer as per approved drawing and clause 801.300 mm x 900 mm	7	each	3,100 ₹21,700 Lowest
1.01	8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces	4.41	sqm	147 ₹648.27 Lowest

Tender Value

₹9.9 L

EMD Value

₹24,857

Closing Date

30 Sept 2025, 5:00 pmClosed

Tender Inviting Organisation

Name

Assistant Executive Engineer

Address

Office of the Assistant Executive Engineer, PWD Roads Sub Division, Kaduthuruthy.

Work Description

GENERAL-SR- 2025 -26 Construction of culvert and allied works in Mannakkanad- Kurichithanam road Ch- 0/000 to 3/100 km at Ch- 3/100 Km

Tender Information

Tender ID

2025_PWD_792590_2

Reference Number

PWD/RB/TR/11923/2024_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

90 days

Location

Office of the Assistant Executive Engineer, PWD Ro

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

RequiredDuly filled EBID document (.pdf)

RequiredBid submission letter as per item no.1 part -VI in Bid (.pdf)

RequiredPreliminary Agreement as per item no.2 part -VI in Bid (.pdf)

RequiredIntegrity pact certificate as per item no.3 part -VI in Bid (.pdf)

RequiredAffidavit as per item no.4 Part-VI in Bid (.pdf)

RequiredRequisition of e-payment as per item no.6 part -VI in Bid (.pdf)

RequiredAttested Copy of Contractors Licence and GST registration (.pdf)

RequiredTender Schedule (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,195

EMD Fee Amount

₹24,857

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

28 Oct 2025

Published

20 Sept 2025

Bid Opening

3 Oct 2025

Download Starts

20 Sept 2025

Download Ends

30 Sept 2025

Submission Starts

20 Sept 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_1327483.pdf

PDF

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 • 0.03 MB

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Company

Johny Joseph, Panakuzhy Constructions

1₹9.3 LAccepted-AOC

Sl No	Description	Qty	Unit	Johny Joseph, Panakuzhy Constructions L1
1.00Culvert , Drain & Raising work
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	80.62	cum	49 ₹3,950.63 Lowest
1.00	12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.	20.82	cum	6,800 ₹1,41,610 Lowest
1.00	12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer	27.82	cum	8,750 ₹2,43,425 Lowest
1.00	12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications	2.61	MT	95,000 ₹2,47,570 Lowest
1.00	12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)	7.88	cum	8,200 ₹64,616 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	19.5	cum	3,400 ₹66,300 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.	130	sqm	1,100 ₹1,43,000 Lowest
1.01	55.10.1:Providing and erecting retro-reflectorised Object Hazard Marker 300mm x 900mm Providing and erecting retro-reflectorised Object Hazard Marker sign with 07 years warranty, manufactured as per IRC 67 USING Type IV ASTM D 4956-09 micro prismatic retro reflective sheeting fixed over aluminium sheetig, 2 mm thick / aluminium composit material sheeting 4 mm thick with suitable back support frame and supported on a mild steel angle iron post 75mmx75mmx6mm, firmly fixed 30cm above ground level by means of properly designed foundation with M 15 grade cement concrete 30cmx30x45cm, 45cm below ground level including painting all non-reflective faces with epoxy paint 2 coats over epoxy primer as per approved drawing and clause 801.300 mm x 900 mm	7	each	3,100 ₹21,700 Lowest
1.01	8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces	4.41	sqm	147 ₹648.27 Lowest

Sl No

Description

Qty

Unit

Johny Joseph, Panakuzhy Constructions

1.00Culvert , Drain & Raising work

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

80.62

cum

₹3,950.63

Lowest

1.00

12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

20.82

cum

6,800

₹1,41,610

Lowest

1.00

12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer

27.82

cum

8,750

₹2,43,425

Lowest

1.00

12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications

2.61

95,000

₹2,47,570

Lowest

1.00

12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)

7.88

cum

8,200

₹64,616

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

19.5

cum

3,400

₹66,300

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.

130

sqm

1,100

₹1,43,000

Lowest

1.01

55.10.1:Providing and erecting retro-reflectorised Object Hazard Marker 300mm x 900mm Providing and erecting retro-reflectorised Object Hazard Marker sign with 07 years warranty, manufactured as per IRC 67 USING Type IV ASTM D 4956-09 micro prismatic retro reflective sheeting fixed over aluminium sheetig, 2 mm thick / aluminium composit material sheeting 4 mm thick with suitable back support frame and supported on a mild steel angle iron post 75mmx75mmx6mm, firmly fixed 30cm above ground level by means of properly designed foundation with M 15 grade cement concrete 30cmx30x45cm, 45cm below ground level including painting all non-reflective faces with epoxy paint 2 coats over epoxy primer as per approved drawing and clause 801.300 mm x 900 mm

each

3,100

₹21,700

Lowest

1.01

8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

4.41

sqm

147

₹648.27

Lowest