Kerala

AOC

Works

Civil Works - Roads

Pakeeranpeedika Pancham road improvement of Mogralputhur gramapanchayath in Ward no.XV.-MPGP 414/24-25

Local Self Government Department

Mogralputhur GP | Kasaragod, Kerala

Amount: ₹5.1 LCloses: 13 Mar 2025Closed

Timeline

Published5 Mar 2025
Closed13 Mar 2025
Awarded12 May 2025

Bids

Item Rate

2 Bids12 May 2025

#	Company	Amount	Rank	Status
1	Hassan inshaf 1₹4.3 LAccepted-AOC	₹4.3 L	1	Accepted-AOC Accepted Vide Resolution No.1/4 date.19/03/2025 of Mogralputhur GP
2	MUHAMMAD NOWFAL N A 2₹4.6 L+₹24,721.76 (5.73%)Rejected-Finance	₹4.6 L+₹24,721.76 (5.73%)	2	Rejected-Finance Second bidder. Kept in abeyance till the execution of agmnt by the First Bidder

BoQ Comparative

Line Items (6)

Sl No	Description	Qty	Unit	Hassan inshaf L1	MUHAMMAD NOWFAL N A L2
1.00Road concrete
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	19.8	cum	30.19 ₹597.76 Lowest	31.82 ₹630.04
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.	165	sqm	8.18 ₹1,349.7 Lowest	8.67 ₹1,430.55
1.00	OD480169/2024-2025:Granular sub-base/base/surface course with available departmental 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. <br>(ii) Using Gravel mix soil.(using departmental materials )	11.14	cum	155.52 ₹1,732.18 Lowest	164.68 ₹1,834.21
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. <br>(ii) Using Gravel mix soil.	11.96	cum	1,880.54 ₹22,495.02 Lowest	1,981.61 ₹23,704.02
1.00	OD461474/2024-2025:Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse aggregate 06 mm nominal size, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.( Based on data 16.68 of DAR Spec. )	231	sqm	975.53 ₹2,25,347.43 Lowest	1,034.89 ₹2,39,059.59
1.01	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)	25.95	cum	6,919.88 ₹1,79,591.65 Lowest	7,289.19 ₹1,89,176.35

Tender Value

₹5.1 L

EMD Value

₹12,695

Closing Date

13 Mar 2025, 5:00 pmClosed

Tender Inviting Organisation

Name

Assistant Engineer

Address

The Assistant Engineer, LID EW Section , Mogralputhur Grama Panchayat

Work Description

Pakeeranpeedika Pancham road improvement of Mogralputhur gramapanchayath in Ward no.XV.-MPGP 414/24-25

Tender Information

Tender ID

2025_LSGD_746129_15

Reference Number

05/2024-25/AE/LID EW/MP/5 PHASE

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

120 days

Location

Mogralputhur 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

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)

Fee & Financial Details

Tender Fee Amount

₹1,120

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹12,695

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

3 Nov 2025

Published

5 Mar 2025

Bid Opening

15 Mar 2025

Download Starts

5 Mar 2025

Download Ends

13 Mar 2025

Submission Starts

5 Mar 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

finance_1205778.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

Hassan inshaf

1₹4.3 LAccepted-AOC

MUHAMMAD NOWFAL N A

2₹4.6 L+₹24,721.76 (5.73%)Rejected-Finance

Sl No	Description	Qty	Unit	Hassan inshaf L1	MUHAMMAD NOWFAL N A L2
1.00Road concrete
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	19.8	cum	30.19 ₹597.76 Lowest	31.82 ₹630.04
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.	165	sqm	8.18 ₹1,349.7 Lowest	8.67 ₹1,430.55
1.00	OD480169/2024-2025:Granular sub-base/base/surface course with available departmental 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. <br>(ii) Using Gravel mix soil.(using departmental materials )	11.14	cum	155.52 ₹1,732.18 Lowest	164.68 ₹1,834.21
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. <br>(ii) Using Gravel mix soil.	11.96	cum	1,880.54 ₹22,495.02 Lowest	1,981.61 ₹23,704.02
1.00	OD461474/2024-2025:Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse aggregate 06 mm nominal size, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.( Based on data 16.68 of DAR Spec. )	231	sqm	975.53 ₹2,25,347.43 Lowest	1,034.89 ₹2,39,059.59
1.01	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)	25.95	cum	6,919.88 ₹1,79,591.65 Lowest	7,289.19 ₹1,89,176.35

Sl No

Description

Qty

Unit

Hassan inshaf

MUHAMMAD NOWFAL N A

1.00Road concrete

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

19.8

cum

30.19

₹597.76

Lowest

31.82

₹630.04

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.

165

sqm

8.18

₹1,349.7

Lowest

8.67

₹1,430.55

1.00

OD480169/2024-2025:Granular sub-base/base/surface course with available departmental 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. <br>(ii) Using Gravel mix soil.(using departmental materials )

11.14

cum

155.52

₹1,732.18

Lowest

164.68

₹1,834.21

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. <br>(ii) Using Gravel mix soil.

11.96

cum

1,880.54

₹22,495.02

Lowest

1,981.61

₹23,704.02

1.00

OD461474/2024-2025:Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse aggregate 06 mm nominal size, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.( Based on data 16.68 of DAR Spec. )

231

sqm

975.53

₹2,25,347.43

Lowest

1,034.89

₹2,39,059.59

1.01

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)

25.95

cum

6,919.88

₹1,79,591.65

Lowest

7,289.19

₹1,89,176.35