Kerala

AOC

Works

Civil Works - Roads

-NEW MAHE GP - ANNUAL PLAN 2024-25 - PROJ.N0 - 253/25 INTERLOCKING OF PARIMADOM SCHOOL SIDEROAD- MARJAN HOUSE TO MEHAK KARIYADAN HOUSE

Local Self Government Department

NEW MAHE GP | Kannur, Kerala

Amount: ₹2.1 LCloses: 17 Mar 2025Closed

Timeline

Published7 Mar 2025
Closed17 Mar 2025
Technical Evaluation8 Apr 2025
Financial Evaluation4 Aug 2025
Awarded24 Oct 2025

Bids

Item Rate

1 Bid24 Oct 2025

#	Company	Amount	Rank	Status
1	P MANOHARAN l1₹2.1 LAccepted-AOC	₹2.1 L	l1	Accepted-AOC Accepted Vide Resolution No.79/(2)/2025 dtd 18.03.2025 of New Mahe GP

BoQ Comparative

Line Items (6)

Sl No	Description	Qty	Unit	P MANOHARAN L1
1.00Interlocking
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.	168	sqm	9.5 ₹1,596 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.	10.5	cum	2,215 ₹23,257.5 Lowest
1.00	OD367208/2024-2025:Granular sub-base/base/surface course with departmental supply material(Table 400.13) by mix in place method normal. Construction of granular sub-base by using departmental supply 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. <br>(ii) Using Gravel mix soil.	6.3	cum	184 ₹1,159.2 Lowest
1.00	OD367207/2024-2025:Interlock concrete block pvement .Providing and laying interlocking concrete block pavements having thickness 80mm as per drawings and technical specifications clause 1504.beeding with 6mm aggregates and filling joints with sand.sand as per table 1500.5 bed=60.00x3.75x.03=6.75cum joints=60x.08x.10=.48cum.	168	1 sqm	953 ₹1,60,104 Lowest
1.00	75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	2.91	cum	8,193 ₹23,841.63 Lowest
1.01	OD367209/2024-2025:Providing and fixing Name board of size 0.60 x 0.60m made with vertical post 32mm dia GI pipe and RHS 25x25 mm 16 gauge frame and 0.80mm thick GI sheet and painting two sides with synthetic enamel paint including painting the letters with synthetic enamel paint.	1	1 nos	1,547 ₹1,547 Lowest

Tender Value

₹2.1 L

EMD Value

₹5,292

Closing Date

17 Mar 2025, 9:00 amClosed

Tender Inviting Organisation

Name

SHILPA JUSTUS

Address

Office of the Assistant Engineer, LIDEW Section, New Mahe Grama Panchayat

Work Description

-NEW MAHE GP - ANNUAL PLAN 2024-25 - PROJ.N0 - 253/25 INTERLOCKING OF PARIMADOM SCHOOL SIDEROAD- MARJAN HOUSE TO MEHAK KARIYADAN HOUSE

Tender Information

Tender ID

2025_LSGD_739327_10

Reference Number

AE/LIDEW/T05/NMGP/2024-25

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

NEW MAHE GP

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredTENDER SCHEDULE (BOQ) (.xls)

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)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹5,292

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

24 Oct 2025

Published

7 Mar 2025

Bid Opening

17 Mar 2025

Download Starts

7 Mar 2025

Download Ends

17 Mar 2025

Submission Starts

7 Mar 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

boq_comp_chart.xlsx

xlsx

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

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Company

P MANOHARAN

l1₹2.1 LAccepted-AOC

Sl No	Description	Qty	Unit	P MANOHARAN L1
1.00Interlocking
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.	168	sqm	9.5 ₹1,596 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.	10.5	cum	2,215 ₹23,257.5 Lowest
1.00	OD367208/2024-2025:Granular sub-base/base/surface course with departmental supply material(Table 400.13) by mix in place method normal. Construction of granular sub-base by using departmental supply 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. <br>(ii) Using Gravel mix soil.	6.3	cum	184 ₹1,159.2 Lowest
1.00	OD367207/2024-2025:Interlock concrete block pvement .Providing and laying interlocking concrete block pavements having thickness 80mm as per drawings and technical specifications clause 1504.beeding with 6mm aggregates and filling joints with sand.sand as per table 1500.5 bed=60.00x3.75x.03=6.75cum joints=60x.08x.10=.48cum.	168	1 sqm	953 ₹1,60,104 Lowest
1.00	75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)	2.91	cum	8,193 ₹23,841.63 Lowest
1.01	OD367209/2024-2025:Providing and fixing Name board of size 0.60 x 0.60m made with vertical post 32mm dia GI pipe and RHS 25x25 mm 16 gauge frame and 0.80mm thick GI sheet and painting two sides with synthetic enamel paint including painting the letters with synthetic enamel paint.	1	1 nos	1,547 ₹1,547 Lowest

Sl No

Description

Qty

Unit

P MANOHARAN

1.00Interlocking

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.

168

sqm

9.5

₹1,596

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.

10.5

cum

2,215

₹23,257.5

Lowest

1.00

OD367208/2024-2025:Granular sub-base/base/surface course with departmental supply material(Table 400.13) by mix in place method normal. Construction of granular sub-base by using departmental supply 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. <br>(ii) Using Gravel mix soil.

6.3

cum

184

₹1,159.2

Lowest

1.00

OD367207/2024-2025:Interlock concrete block pvement .Providing and laying interlocking concrete block pavements having thickness 80mm as per drawings and technical specifications clause 1504.beeding with 6mm aggregates and filling joints with sand.sand as per table 1500.5 bed=60.00x3.75x.03=6.75cum joints=60x.08x.10=.48cum.

168

1 sqm

953

₹1,60,104

Lowest

1.00

75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

2.91

cum

8,193

₹23,841.63

Lowest

1.01

OD367209/2024-2025:Providing and fixing Name board of size 0.60 x 0.60m made with vertical post 32mm dia GI pipe and RHS 25x25 mm 16 gauge frame and 0.80mm thick GI sheet and painting two sides with synthetic enamel paint including painting the letters with synthetic enamel paint.

1 nos

1,547

₹1,547

Lowest