Kerala

AOC

Works

Civil Works - Roads

Annual Plan-Project No. 181/2026 Retaring Keezhammakam Poozhikunnu By pass road at ward 19 of Chenkal GP-Project No. 181/2026 Retaring Keezhammakam Poozhikunnu By pass road at ward 19 of Chenkal GP-General Civil Work (Retender)

Local Self Government Department

Chenkal | Thiruvananthapuram, Kerala

Amount: ₹5.9 LCloses: 30 Sept 2025Closed

Timeline

Published23 Sept 2025
Closed30 Sept 2025
Awarded25 May 2026

Bids

Item Rate

1 Bid25 May 2026

#	Company	Amount	Rank	Status
1	AJEESH KUMAR AR L1₹5.9 LAccepted-AOC PARAVAN VILA VEEDU MELAMMAKAM MARIYAPURAM	₹5.9 L	L1	Accepted-AOC L1

BoQ Comparative

Line Items (10)

Sl No	Description	Qty	Unit	AJEESH KUMAR AR L1
1.00Road retar
1.00	3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	72.48	cum	67.13 ₹4,865.58 Lowest
1.00	2.14.2.A:Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (II) By Mechanical Means (A) Bituminous Courses	10.8	cum	464.6 ₹5,017.68 Lowest
1.00	OD68523/2025-2026:Departmental Material. 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),	3.38	cum	450.17 ₹1,519.32 Lowest
1.00	4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.	36.24	cum	2,538.82 ₹92,006.84 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	44.12	cum	3,832.66 ₹1,69,077.8 Lowest
1.01	5.1.1a:Prime Coat :- Low porosity 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	198	sqm	76.13 ₹15,073.74 Lowest
1.01	5.2.3a:Tack Coat 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.	198	sqm	16.61 ₹3,288.78 Lowest
1.01	3.7:Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11	48.32	cum	55.87 ₹2,699.64 Lowest
1.01	5.2.1a:Tack Coat 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.	605	sqm	13.94 ₹8,433.7 Lowest

Tender Value

₹5.9 L

EMD Value

₹14,828

Closing Date

30 Sept 2025, 6:00 pmClosed

Tender Inviting Organisation

Name

Assistant Engineer

Address

Assistant Engineer, LID and EW, Chenkal Grama Panchayat

Work Description

Annual Plan-Project No. 181/2026 Retaring Keezhammakam Poozhikunnu By pass road at ward 19 of Chenkal GP-Project No. 181/2026 Retaring Keezhammakam Poozhikunnu By pass road at ward 19 of Chenkal GP-General Civil Work (Retender)

Tender Information

Tender ID

2025_LSGD_800497_22

Reference Number

2/AE/LSGD/LIDandEW/CHL

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

90 days

Location

Chenkal

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical/Finance

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSCANNED COPY OF E - PAYMENT FORM (.pdf)

RequiredSCANNED COPY OF INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT (.pdf)

RequiredSCANNED COPY OF FORM OF TENDER (.pdf)

RequiredSBD DOWNLOADED FROM E TENDER WEBSITE (.pdf)

RequiredTENDER SCHEDULE (BOQ) (.xls)

RequiredFEE REMITENCE DETAILS (.pdf)

Fee & Financial Details

Tender Fee Amount

₹1,310

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹14,828

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

25 May 2026

Published

23 Sept 2025

Bid Opening

3 Oct 2025

Download Starts

23 Sept 2025

Download Ends

30 Sept 2025

Submission Starts

23 Sept 2025

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Evaluation

fin_eval.pdf

PDF

Award of Contract

aoc.pdf

PDF

Bid Opening Summary

finance_1329287.pdf

PDF

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

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Company

AJEESH KUMAR AR

L1₹5.9 LAccepted-AOC

PARAVAN VILA VEEDU MELAMMAKAM MARIYAPURAM

Sl No	Description	Qty	Unit	AJEESH KUMAR AR L1
1.00Road retar
1.00	3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	72.48	cum	67.13 ₹4,865.58 Lowest
1.00	2.14.2.A:Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (II) By Mechanical Means (A) Bituminous Courses	10.8	cum	464.6 ₹5,017.68 Lowest
1.00	OD68523/2025-2026:Departmental Material. 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),	3.38	cum	450.17 ₹1,519.32 Lowest
1.00	4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.	36.24	cum	2,538.82 ₹92,006.84 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	44.12	cum	3,832.66 ₹1,69,077.8 Lowest
1.01	5.1.1a:Prime Coat :- Low porosity 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	198	sqm	76.13 ₹15,073.74 Lowest
1.01	5.2.3a:Tack Coat 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.	198	sqm	16.61 ₹3,288.78 Lowest
1.01	3.7:Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11	48.32	cum	55.87 ₹2,699.64 Lowest
1.01	5.2.1a:Tack Coat 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.	605	sqm	13.94 ₹8,433.7 Lowest

Sl No

Description

Qty

Unit

AJEESH KUMAR AR

1.00Road retar

1.00

3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

72.48

cum

67.13

₹4,865.58

Lowest

1.00

2.14.2.A:Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (II) By Mechanical Means (A) Bituminous Courses

10.8

cum

464.6

₹5,017.68

Lowest

1.00

OD68523/2025-2026:Departmental Material. 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),

3.38

cum

450.17

₹1,519.32

Lowest

1.00

4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil.

36.24

cum

2,538.82

₹92,006.84

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

44.12

cum

3,832.66

₹1,69,077.8

Lowest

1.01

5.1.1a:Prime Coat :- Low porosity 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

198

sqm

76.13

₹15,073.74

Lowest

1.01

5.2.3a:Tack Coat 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.

198

sqm

16.61

₹3,288.78

Lowest

1.01

3.7:Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11

48.32

cum

55.87

₹2,699.64

Lowest

1.01

5.2.1a:Tack Coat 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.

605

sqm

13.94

₹8,433.7

Lowest