Tender ID

Kerala

AOC

Works

Civil Works - Roads

(Retender 1)Annual Plan-Project No. 238/2025-2026, Vandanmedu GP Mangalompadi Moonnamkuzhy Road Maintenance Ward-4

Local Self Government Department

Vandanmedu | Idukki, Kerala

Amount: ₹3.4 LCloses: 25 Aug 2025Closed

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Timeline

Published14 Aug 2025
Closed25 Aug 2025
Awarded17 Nov 2025

Bids

Item Rate

2 Bids17 Nov 2025

#	Company	Amount	Rank	Status
1	JOSEPH MATHEW L1₹3.1 LAccepted-AOC	₹3.1 L	L1	Accepted-AOC L1
2	Jayan Mohan L2₹3.3 L+₹12,943.71 (4.12%)Rejected-AOC	₹3.3 L+₹12,943.71 (4.12%)	L2	Rejected-AOC L2

BoQ Comparative

Line Items (5)

Sl No	Description	Qty	Unit	Jayan Mohan L2	JOSEPH MATHEW L1
1.00Road Maintenance
1.00	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	180	sqm	15.46 ₹2,782.8	14.84 ₹2,671.2 Lowest
1.00	4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead	13.5	cum	3,621.99 ₹48,896.87	3,478.71 ₹46,962.59 Lowest
1.00	8.3.2.A:Earthwork in Hill Road<br>(ii) Excavation in Hilly Areas in Soil by mechanical means <br> A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1	9	cum	198.01 ₹1,782.09	190.17 ₹1,711.53 Lowest
1.00	75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	9.45	cum	9,226.5 ₹87,190.43	8,861.52 ₹83,741.36 Lowest
2.00Interlock
2.00	55.23:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm 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.	180	sqm	1,035.91 ₹1,86,463.8	994.92 ₹1,79,085.6 Lowest

Tender Value

₹3.4 L

EMD Value

₹8,468

Closing Date

25 Aug 2025, 6:00 pmClosed

Tender Inviting Organisation

Name

Assistant Engineer

Address

Lid and Ew Section, Vandanmedu GP

Work Description

(Retender 1)Annual Plan-Project No. 238/2025-2026, Vandanmedu GP Mangalompadi Moonnamkuzhy Road Maintenance Ward-4

Tender Information

Tender ID

2025_LSGD_786440_6

Reference Number

16/2025/AE/LID AND EW/VMD

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

Vandanmedu

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical/Finance

RequiredScanned copy of preliminary agreement duly signed (.pdf)

RequiredDuly filled e-payment form as downloaded from web site (.pdf)

RequiredScanned Copy of Contractors registration certificate (.pdf)

RequiredScanned Copy of GST registration certificate (.pdf)

RequiredDuly filled form of tender (.pdf)

RequiredDuly filled form of integrity pact (.pdf)

RequiredAffidavit (.pdf)

RequiredBOQ (Tender Schedule ) as downloaded from web site (.xls)

RequiredEmd receipt (.pdf)

Fee & Financial Details

Tender Fee Amount

₹750

EMD Fee Amount

₹8,468

Important Dates

Last Activity

17 Nov 2025

Published

14 Aug 2025

Bid Opening

27 Aug 2025

Download Starts

14 Aug 2025

Download Ends

25 Aug 2025

Submission Starts

14 Aug 2025

Clarification Period

14 Aug 2025 - 25 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_1293161.pdf

PDF

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

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Company

JOSEPH MATHEW

L1₹3.1 LAccepted-AOC

Jayan Mohan

L2₹3.3 L+₹12,943.71 (4.12%)Rejected-AOC

Sl No	Description	Qty	Unit	Jayan Mohan L2	JOSEPH MATHEW L1
1.00Road Maintenance
1.00	3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.	180	sqm	15.46 ₹2,782.8	14.84 ₹2,671.2 Lowest
1.00	4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead	13.5	cum	3,621.99 ₹48,896.87	3,478.71 ₹46,962.59 Lowest
1.00	8.3.2.A:Earthwork in Hill Road<br>(ii) Excavation in Hilly Areas in Soil by mechanical means <br> A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1	9	cum	198.01 ₹1,782.09	190.17 ₹1,711.53 Lowest
1.00	75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	9.45	cum	9,226.5 ₹87,190.43	8,861.52 ₹83,741.36 Lowest
2.00Interlock
2.00	55.23:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm 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.	180	sqm	1,035.91 ₹1,86,463.8	994.92 ₹1,79,085.6 Lowest

Sl No

Description

Qty

Unit

Jayan Mohan

JOSEPH MATHEW

1.00Road Maintenance

1.00

3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

180

sqm

15.46

₹2,782.8

14.84

₹2,671.2

Lowest

1.00

4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead

13.5

cum

3,621.99

₹48,896.87

3,478.71

₹46,962.59

Lowest

1.00

8.3.2.A:Earthwork in Hill Road (ii) Excavation in Hilly Areas in Soil by mechanical means A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1

cum

198.01

₹1,782.09

190.17

₹1,711.53

Lowest

1.00

75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

9.45

cum

9,226.5

₹87,190.43

8,861.52

₹83,741.36

Lowest

2.00Interlock

2.00

55.23:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm 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.

180

sqm

1,035.91

₹1,86,463.8

994.92

₹1,79,085.6

Lowest