Tender ID

Kerala

AOC

Works

Civil Works - Roads

RETENDER -NELLIKKUNNU COLONY ROAD IN ULLIYERI GP -PROJECT NO. 109

Local Self Government Department

ULLIYERI | Kozhikode, Kerala

Amount: ₹4.2 LCloses: 14 Jan 2025Closed

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Timeline

Published7 Jan 2025
Closed14 Jan 2025
Awarded24 Nov 2025

Bids

Item Rate

1 Bid24 Nov 2025

#	Company	Amount	Rank	Status
1	RITHU M.V L1₹4.6 LAccepted-AOC KOLLAM KOLLAM KERALA 673585 \| KOZHIKODE \| KERALA \| 673585	₹4.6 L	L1	Accepted-AOC L1

BoQ Comparative

Line Items (12)

Sl No	Description	Qty	Unit	RITHU M.V L1
1.00ROAD WORKS
1.00	OD214802/2024-2025:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. ( Derived from DAR- 2.32)	130.5	sqm	8 ₹1,044 Lowest
1.00	3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> 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 with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3	33.4	cum	39 ₹1,302.6 Lowest
1.00	OD220246/2024-2025:Filling with Quarry Muck- Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade	2.6	cum	1,034 ₹2,688.4 Lowest
1.00	75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	5.76	cum	9,193 ₹52,951.68 Lowest
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.	330	sqm	10 ₹3,300 Lowest
1.01	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material	20.62	cum	3,286 ₹67,773.75 Lowest
1.01	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	49.5	cum	3,669 ₹1,81,615.5 Lowest
1.01	75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502	330	sqm	85 ₹28,050 Lowest
1.01	75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.	330	sqm	18 ₹5,940 Lowest

Tender Value

₹4.2 L

EMD Value

₹10,586

Closing Date

14 Jan 2025, 9:00 amClosed

Tender Inviting Organisation

Name

OFFICE OF THE ASSISTANT ENGINEER LID EW ULY

Address

OFFICE OF THE ASSISTANT ENGINEER LID EW ULY

Work Description

RETENDER -NELLIKKUNNU COLONY ROAD IN ULLIYERI GP -PROJECT NO. 109

Tender Information

Tender ID

2024_LSGD_717234_2

Reference Number

AE/LSGD/ULY/2024-25/17

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

ULLIYERI

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical/Finance

Requirednit (.pdf)

Requiredboq (.xls)

Requiredsbd (.pdf)

Requiredlicense (.pdf)

Requiredgst registration (.pdf)

Requiredpancard (.pdf)

Fee & Financial Details

Tender Fee Amount

₹935

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹10,586

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

24 Nov 2025

Published

7 Jan 2025

Bid Opening

15 Jan 2025

Download Starts

7 Jan 2025

Download Ends

14 Jan 2025

Submission Starts

7 Jan 2025

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Evaluation

fin_eval.pdf

PDF

Bid Opening Summary

finance_1148013.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

RITHU M.V

L1₹4.6 LAccepted-AOC

KOLLAM KOLLAM KERALA 673585 | KOZHIKODE | KERALA | 673585

Sl No	Description	Qty	Unit	RITHU M.V L1
1.00ROAD WORKS
1.00	OD214802/2024-2025:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. ( Derived from DAR- 2.32)	130.5	sqm	8 ₹1,044 Lowest
1.00	3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> 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 with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3	33.4	cum	39 ₹1,302.6 Lowest
1.00	OD220246/2024-2025:Filling with Quarry Muck- Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade	2.6	cum	1,034 ₹2,688.4 Lowest
1.00	75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	5.76	cum	9,193 ₹52,951.68 Lowest
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.	330	sqm	10 ₹3,300 Lowest
1.01	4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material	20.62	cum	3,286 ₹67,773.75 Lowest
1.01	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	49.5	cum	3,669 ₹1,81,615.5 Lowest
1.01	75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502	330	sqm	85 ₹28,050 Lowest
1.01	75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.	330	sqm	18 ₹5,940 Lowest

Sl No

Description

Qty

Unit

RITHU M.V

1.00ROAD WORKS

1.00

OD214802/2024-2025:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. ( Derived from DAR- 2.32)

130.5

sqm

₹1,044

Lowest

1.00

3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m 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 with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3

33.4

cum

₹1,302.6

Lowest

1.00

OD220246/2024-2025:Filling with Quarry Muck- Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

2.6

cum

1,034

₹2,688.4

Lowest

1.00

75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

5.76

cum

9,193

₹52,951.68

Lowest

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.

330

sqm

₹3,300

Lowest

1.01

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

20.62

cum

3,286

₹67,773.75

Lowest

1.01

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

49.5

cum

3,669

₹1,81,615.5

Lowest

1.01

75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

330

sqm

₹28,050

Lowest

1.01

75.5.2.3pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

330

sqm

₹5,940

Lowest