Kerala

AOC

Works

Civil Works - Roads

-SMN-99/25-26-Maintenance of Purayar Puthuvaankunnu Railway Station Road- WARD 1

Local Self Government Department

Sreemoolanagaram GP | Ernakulam, Kerala

Amount: ₹6.0 LCloses: 3 Sept 2025Closed

Timeline

Published26 Aug 2025
Closed3 Sept 2025
Awarded29 Oct 2025

Bids

Item Rate

2 Bids29 Oct 2025

#	Company	Amount	Rank	Status
1	V K JOSHI l1₹6.0 LAccepted-AOC	₹6.0 L	l1	Accepted-AOC Lowest bid Accepted
2	A.P Madhu l2₹6.0 L+₹58.80 (<0.01%)Rejected-Finance	₹6.0 L+₹58.80 (<0.01%)	l2	Rejected-Finance L1Accepted

BoQ Comparative

Line Items (9)

Sl No	Description	Qty	Unit	V K JOSHI L1	A.P Madhu L2
1.00Retarring Work
1.00	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.	56.87	sqm	323.56 ₹18,400.86 Lowest	323.59 ₹18,402.56
1.00	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.	66.82	sqm	418.29 ₹27,950.14 Lowest	418.33 ₹27,952.81
1.00	75.5.2.2pb: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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	808.12	sqm	18.9 ₹15,273.47 Lowest	18.9 ₹15,273.47 Lowest
1.00	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65)	808.12	sqm	302.62 ₹2,44,553.27 Lowest	302.65 ₹2,44,577.52
1.00	OD250432/2025-2026:Engaging Mancoolies	4	each	1,127.25 ₹4,509 Lowest	1,127.36 ₹4,509.44
2.00Laying of Interlocking Concrete Block paving in heavy water logged area
2.00	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.	180.95	sqm	16.01 ₹2,897.01 Lowest	16.01 ₹2,897.01 Lowest
2.00	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	18.09	cum	3,337.55 ₹60,392.97 Lowest	3,337.88 ₹60,398.94
2.00	OD250433/2025-2026:Providing and laying Interlocking concrete block pavements using 80 mm M40 hydraulic blocks of approved size, design, and shape, laid in required pattern over and including a compacted bed of 6 mm stone aggregate of 50 mm average thickness etc complete as per the direction of Engineer-in-charge	180.95	sqm	1,160.21 ₹2,09,940 Lowest	1,160.33 ₹2,09,961.71

Tender Value

₹6.0 L

EMD Value

₹15,115

Closing Date

3 Sept 2025, 4:00 pmClosed

Tender Inviting Organisation

Name

Assistant Engineer

Address

OFFICE OF THE ASSISTANT ENGINEER,SREEMOOLANAGARAM GP

Work Description

-SMN-99/25-26-Maintenance of Purayar Puthuvaankunnu Railway Station Road- WARD 1

Tender Information

Tender ID

2025_LSGD_790251_1

Reference Number

08AESMN/LIDEW/25-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

240 days

Location

Sreemoolanagaram GP

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical/Finance

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSCANNED COPY OF E - PAYMENT FORM (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT (.pdf)

RequiredSCANNED COPY OF INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSBD DOWNLOADED FROM E TENDER WEBSITE (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,335

EMD Fee Amount

₹15,115

Important Dates

Last Activity

29 Oct 2025

Published

26 Aug 2025

Bid Opening

8 Sept 2025

Download Starts

26 Aug 2025

Download Ends

3 Sept 2025

Submission Starts

26 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

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.03 MB

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Company

V K JOSHI

l1₹6.0 LAccepted-AOC

A.P Madhu

l2₹6.0 L+₹58.80 (<0.01%)Rejected-Finance

Sl No	Description	Qty	Unit	V K JOSHI L1	A.P Madhu L2
1.00Retarring Work
1.00	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.	56.87	sqm	323.56 ₹18,400.86 Lowest	323.59 ₹18,402.56
1.00	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.	66.82	sqm	418.29 ₹27,950.14 Lowest	418.33 ₹27,952.81
1.00	75.5.2.2pb: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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.	808.12	sqm	18.9 ₹15,273.47 Lowest	18.9 ₹15,273.47 Lowest
1.00	75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65)	808.12	sqm	302.62 ₹2,44,553.27 Lowest	302.65 ₹2,44,577.52
1.00	OD250432/2025-2026:Engaging Mancoolies	4	each	1,127.25 ₹4,509 Lowest	1,127.36 ₹4,509.44
2.00Laying of Interlocking Concrete Block paving in heavy water logged area
2.00	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.	180.95	sqm	16.01 ₹2,897.01 Lowest	16.01 ₹2,897.01 Lowest
2.00	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	18.09	cum	3,337.55 ₹60,392.97 Lowest	3,337.88 ₹60,398.94
2.00	OD250433/2025-2026:Providing and laying Interlocking concrete block pavements using 80 mm M40 hydraulic blocks of approved size, design, and shape, laid in required pattern over and including a compacted bed of 6 mm stone aggregate of 50 mm average thickness etc complete as per the direction of Engineer-in-charge	180.95	sqm	1,160.21 ₹2,09,940 Lowest	1,160.33 ₹2,09,961.71

Sl No

Description

Qty

Unit

V K JOSHI

A.P Madhu

1.00Retarring Work

1.00

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.

56.87

sqm

323.56

₹18,400.86

Lowest

323.59

₹18,402.56

1.00

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.

66.82

sqm

418.29

₹27,950.14

Lowest

418.33

₹27,952.81

1.00

75.5.2.2pb: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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

808.12

sqm

18.9

₹15,273.47

Lowest

18.9

₹15,273.47

Lowest

1.00

75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65)

808.12

sqm

302.62

₹2,44,553.27

Lowest

302.65

₹2,44,577.52

1.00

OD250432/2025-2026:Engaging Mancoolies

each

1,127.25

₹4,509

Lowest

1,127.36

₹4,509.44

2.00Laying of Interlocking Concrete Block paving in heavy water logged area

2.00

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.

180.95

sqm

16.01

₹2,897.01

Lowest

16.01

₹2,897.01

Lowest

2.00

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

18.09

cum

3,337.55

₹60,392.97

Lowest

3,337.88

₹60,398.94

2.00

OD250433/2025-2026:Providing and laying Interlocking concrete block pavements using 80 mm M40 hydraulic blocks of approved size, design, and shape, laid in required pattern over and including a compacted bed of 6 mm stone aggregate of 50 mm average thickness etc complete as per the direction of Engineer-in-charge

180.95

sqm

1,160.21

₹2,09,940

Lowest

1,160.33

₹2,09,961.71