Tender ID

Kerala

AOC

Works

Civil Works - Roads

Thalacode Colony -Koloth Road Maintenance

Local Self Government Department

Chottanikkara GP | Ernakulam, Kerala

Amount: ₹4.7 LCloses: 14 Aug 2025Closed

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Timeline

Published7 Aug 2025
Closed14 Aug 2025
Technical Evaluation1 Nov 2025
Awarded3 Nov 2025

Bids

Item Rate

2 Bids3 Nov 2025

#	Company	Amount	Rank	Status
1	MONCY ABRAHAM L1₹4.0 LAccepted-AOC 12 \| KANNUR \| KERALA \| 670001	₹4.0 L	L1	Accepted-AOC L1
2	ELDHO O M L2₹4.3 L+₹25,978.03 (6.48%)Rejected-AOC	₹4.3 L+₹25,978.03 (6.48%)	L2	Rejected-AOC L2

BoQ Comparative

Line Items (6)

Sl No	Description	Qty	Unit	MONCY ABRAHAM L1	ELDHO O M L2
1.00tile
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	20 ₹3,600	14.42 ₹2,595.6 Lowest
1.00	OD141161/2025-2026:sectioning up to 150mm and forming the surface for old road way levelling, cambering etc complete as per direction of engineer in charge	90	sqm	25 ₹2,250 Lowest	28.11 ₹2,529.9
1.00	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material	17.9	cum	3,000 ₹53,700 Lowest	3,007.42 ₹53,832.82
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	3,200 ₹43,200 Lowest	3,379.32 ₹45,620.82
1.00	OD129546/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineerin-charge	270	sqm	970 ₹2,61,900 Lowest	1,045.45 ₹2,82,271.5
1.01	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	4.86	cum	7,500 ₹36,450 Lowest	8,277.24 ₹40,227.39

Tender Value

₹4.7 L

EMD Value

₹11,850

Closing Date

14 Aug 2025, 10:00 amClosed

Tender Inviting Organisation

Name

Assistant engineer

Address

O/0 Assistant Engineer LSGD,Chottanikkara GP

Work Description

Thalacode Colony -Koloth Road Maintenance

Tender Information

Tender ID

2025_LSGD_782954_1

Reference Number

23/AE/25-26/LSGD/CHKRA/241

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Chottanikkara GP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredBid security remittance (.pdf)

RequiredBid submission letter as per item no-1 Part-VI (.pdf)

RequiredIntegrity pact certificate as per item no-3 PartVI (.pdf)

RequiredPreliminary agreement as per item no-2 PartVI (.pdf)

RequiredRequisition for e-payment as per item no-6 PartVI (.pdf)

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

RequiredBid documents with NIT (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,045

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹11,850

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

3 Nov 2025

Published

7 Aug 2025

Bid Opening

16 Aug 2025

Download Starts

7 Aug 2025

Download Ends

14 Aug 2025

Submission Starts

7 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 • 0.03 MB

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Company

MONCY ABRAHAM

L1₹4.0 LAccepted-AOC

12 | KANNUR | KERALA | 670001

ELDHO O M

L2₹4.3 L+₹25,978.03 (6.48%)Rejected-AOC

Sl No	Description	Qty	Unit	MONCY ABRAHAM L1	ELDHO O M L2
1.00tile
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	20 ₹3,600	14.42 ₹2,595.6 Lowest
1.00	OD141161/2025-2026:sectioning up to 150mm and forming the surface for old road way levelling, cambering etc complete as per direction of engineer in charge	90	sqm	25 ₹2,250 Lowest	28.11 ₹2,529.9
1.00	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material	17.9	cum	3,000 ₹53,700 Lowest	3,007.42 ₹53,832.82
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	3,200 ₹43,200 Lowest	3,379.32 ₹45,620.82
1.00	OD129546/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineerin-charge	270	sqm	970 ₹2,61,900 Lowest	1,045.45 ₹2,82,271.5
1.01	75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)	4.86	cum	7,500 ₹36,450 Lowest	8,277.24 ₹40,227.39

Sl No

Description

Qty

Unit

MONCY ABRAHAM

ELDHO O M

1.00tile

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

₹3,600

14.42

₹2,595.6

Lowest

1.00

OD141161/2025-2026:sectioning up to 150mm and forming the surface for old road way levelling, cambering etc complete as per direction of engineer in charge

sqm

₹2,250

Lowest

28.11

₹2,529.9

1.00

4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material

17.9

cum

3,000

₹53,700

Lowest

3,007.42

₹53,832.82

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

3,200

₹43,200

Lowest

3,379.32

₹45,620.82

1.00

OD129546/2025-2026:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineerin-charge

270

sqm

970

₹2,61,900

Lowest

1,045.45

₹2,82,271.5

1.01

75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)

4.86

cum

7,500

₹36,450

Lowest

8,277.24

₹40,227.39