Kerala

AOC

Works

Civil Works - Roads

RE-TENDER-Vengola GP Pro.No.126 /2025-26-VATTATHARA ONAMVELI S C - MASJID CONNECTION ROAD AND VALAMATTAM PUTHUPPARA AMBALAM LINK ROAD NAVEEKARANAM WARD 17

Local Self Government Department

VENGOLA | Ernakulam, Kerala

Amount: ₹4.1 LCloses: 23 Sept 2025Closed

Timeline

Published16 Sept 2025
Closed23 Sept 2025
Technical Evaluation26 Oct 2025
Awarded28 Oct 2025

Bids

Item Rate

2 Bids28 Oct 2025

#	Company	Amount	Rank	Status
1	ANANTHU M S L1₹4.4 LAccepted-AOC	₹4.4 L	L1	Accepted-AOC L1
2	Eldho Varghese Rejected-Technical	-	-	Rejected-Technical L2

BoQ Comparative

Line Items (9)

Sl No	Description	Qty	Unit	ANANTHU M S L1	Eldho Varghese L2
1.00VATTATHARA ONAMVELI S C - MASJID CONNECTION ROAD
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.	188.4	sqm	17 ₹3,202.8 Lowest	18 ₹3,391.2
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	4.71	cum	3,638 ₹17,134.98 Lowest	4,000 ₹18,840
1.00	OD130695/2025-2026:Providing and laying Hydraulic interlocking concrete block pavements having thickness 80mm, M40 grade made by block making machine of approved size, shape and design laid in required design and pattern over 50 mm thick compacted bed of approved cushion material, compacting and proper embedding of interlocking paver block into the bedding layer through plate vibrator etc complete as per direction of Engineer in charge etc complete.	235.5	sqm	1,264 ₹2,97,672 Lowest	1,300 ₹3,06,150
1.00	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)	2.51	cum	10,013 ₹25,112.6 Lowest	10,025 ₹25,142.7
2.00VALAMATTAM PUTHUPPARA AMBALAM LINK ROAD
2.00	2.2.1.A:Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(I) By Manual Means (A) In area of non-thorny jungle	0.01	Hectare	1,92,770 ₹1,156.62 Lowest	2,00,000 ₹1,200
2.00	75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.	18.42	sqm	352 ₹6,483.84 Lowest	360 ₹6,631.2
2.00	75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.	18.87	sqm	455 ₹8,585.85 Lowest	470 ₹8,868.9
2.00	75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	240	sqm	17.2 ₹4,128 Lowest	30 ₹7,200

Tender Value

₹4.1 L

EMD Value

₹10,159

Closing Date

23 Sept 2025, 6:00 pmClosed

Tender Inviting Organisation

Name

Assistant Engineer ,

Address

Assistant Engineer , LID and EW Section,

Work Description

RE-TENDER-Vengola GP Pro.No.126 /2025-26-VATTATHARA ONAMVELI S C - MASJID CONNECTION ROAD AND VALAMATTAM PUTHUPPARA AMBALAM LINK ROAD NAVEEKARANAM WARD 17

Tender Information

Tender ID

2025_LSGD_797601_3

Reference Number

06/ET/AE/LID EW/VGLA/2025-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

VENGOLA

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT .pdf (.pdf)

RequiredSCANNED COPY OF INTEGRITY PACT CERTIFICATE .pdf (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT (.pdf)

RequiredSCANNED COPY OF E - PAYMENT FORM .pdf (.pdf)

RequiredSCANNED COPY OF FORM OF TENDER .pdf (.pdf)

RequiredSBD DOWNLOADED FROM E TENDER WEBSITE (.pdf)

RequiredFEE REMITTED DETAILS (.pdf)

RequiredSCANNED COPY OF LICENSE (.pdf)

RequiredTENDER SCHEDULE (BOQ) (.xls)

RequiredSCANNED COPY OF GST (.pdf)

Fee & Financial Details

Tender Fee Amount

₹900

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹10,159

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

28 Oct 2025

Published

16 Sept 2025

Bid Opening

25 Sept 2025

Download Starts

16 Sept 2025

Download Ends

23 Sept 2025

Submission Starts

16 Sept 2025

Clarification Period

16 Sept 2025 - 23 Sept 2025

Stage Documents

Stage Summary Snapshot

stage.html

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Technical Evaluation

tech_eval.pdf

PDF

Financial Evaluation

fin_eval.pdf

PDF

Award of Contract

aoc.pdf

PDF

Bid Opening Summary

finance_1321311.pdf

PDF

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

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Company

ANANTHU M S

L1₹4.4 LAccepted-AOC

Eldho Varghese

Rejected-Technical

Sl No	Description	Qty	Unit	ANANTHU M S L1	Eldho Varghese L2
1.00VATTATHARA ONAMVELI S C - MASJID CONNECTION ROAD
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.	188.4	sqm	17 ₹3,202.8 Lowest	18 ₹3,391.2
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	4.71	cum	3,638 ₹17,134.98 Lowest	4,000 ₹18,840
1.00	OD130695/2025-2026:Providing and laying Hydraulic interlocking concrete block pavements having thickness 80mm, M40 grade made by block making machine of approved size, shape and design laid in required design and pattern over 50 mm thick compacted bed of approved cushion material, compacting and proper embedding of interlocking paver block into the bedding layer through plate vibrator etc complete as per direction of Engineer in charge etc complete.	235.5	sqm	1,264 ₹2,97,672 Lowest	1,300 ₹3,06,150
1.00	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)	2.51	cum	10,013 ₹25,112.6 Lowest	10,025 ₹25,142.7
2.00VALAMATTAM PUTHUPPARA AMBALAM LINK ROAD
2.00	2.2.1.A:Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(I) By Manual Means (A) In area of non-thorny jungle	0.01	Hectare	1,92,770 ₹1,156.62 Lowest	2,00,000 ₹1,200
2.00	75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.	18.42	sqm	352 ₹6,483.84 Lowest	360 ₹6,631.2
2.00	75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.	18.87	sqm	455 ₹8,585.85 Lowest	470 ₹8,868.9
2.00	75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	240	sqm	17.2 ₹4,128 Lowest	30 ₹7,200

Sl No

Description

Qty

Unit

ANANTHU M S

Eldho Varghese

1.00VATTATHARA ONAMVELI S C - MASJID CONNECTION ROAD

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.

188.4

sqm

₹3,202.8

Lowest

₹3,391.2

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

4.71

cum

3,638

₹17,134.98

Lowest

4,000

₹18,840

1.00

OD130695/2025-2026:Providing and laying Hydraulic interlocking concrete block pavements having thickness 80mm, M40 grade made by block making machine of approved size, shape and design laid in required design and pattern over 50 mm thick compacted bed of approved cushion material, compacting and proper embedding of interlocking paver block into the bedding layer through plate vibrator etc complete as per direction of Engineer in charge etc complete.

235.5

sqm

1,264

₹2,97,672

Lowest

1,300

₹3,06,150

1.00

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)

2.51

cum

10,013

₹25,112.6

Lowest

10,025

₹25,142.7

2.00VALAMATTAM PUTHUPPARA AMBALAM LINK ROAD

2.00

2.2.1.A:Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.(I) By Manual Means (A) In area of non-thorny jungle

0.01

Hectare

1,92,770

₹1,156.62

Lowest

2,00,000

₹1,200

2.00

75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.

18.42

sqm

352

₹6,483.84

Lowest

360

₹6,631.2

2.00

75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.

18.87

sqm

455

₹8,585.85

Lowest

470

₹8,868.9

2.00

75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

240

sqm

17.2

₹4,128

Lowest

₹7,200