Tender ID

Kerala

AOC

Works

Civil Works - Roads

Annual Plan-801/24-25-PRO NO-801/24-25 Nechipaduppu Lesiyathu Palli Road Naveekaranam-General Civil Work

Local Self Government Department

CHEMNAD GRAMA PANCHAYATH | Kasaragod, Kerala

Amount: ₹5.9 LCloses: 4 Mar 2025Closed

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Timeline

Published24 Feb 2025
Closed4 Mar 2025
Awarded15 Nov 2025

Bids

Item Rate

3 Bids15 Nov 2025

#	Company	Amount	Rank	Status
1	AJMAL SWALIH K L1₹4.9 LAccepted-AOC	₹4.9 L	L1	Accepted-AOC ACCEPTED
2	SAYID ABDUL RAHIMAN L2₹4.9 L+₹7,483.94 (1.54%)Rejected-Finance	₹4.9 L+₹7,483.94 (1.54%)	L2	Rejected-Finance SAYID ABDUL RAHIMAN (BID ID -2137530) 494117.70 L2
3	IRSHAD A Rejected-Technical	-	-	Rejected-Technical L3

BoQ Comparative

Line Items (4)

Sl No	Description	Qty	Unit	IRSHAD A L3	SAYID ABDUL RAHIMAN L2	AJMAL SWALIH K L1
1.00Road Improve ment
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.	441	sqm	8.45 ₹3,726.45	8.03 ₹3,541.23	7.91 ₹3,488.31 Lowest
1.00	OD446416/2024-2025: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 )	23.81	cum	160.7 ₹3,826.91	152.64 ₹3,634.97	150.48 ₹3,583.53 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.	20.29	cum	1,931.84 ₹39,189.31	1,836.69 ₹37,259.09	1,808.75 ₹36,692.3 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)	66.15	cum	7,150.55 ₹4,73,008.88	6,797.92 ₹4,49,682.41	6,694.93 ₹4,42,869.62 Lowest

Tender Value

₹5.9 L

EMD Value

₹14,811

Closing Date

4 Mar 2025, 1:00 pmClosed

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

ASSISTANT ENGINEER,CHEMNAD GRAMA PANCHAYATH

Work Description

Annual Plan-801/24-25-PRO NO-801/24-25 Nechipaduppu Lesiyathu Palli Road Naveekaranam-General Civil Work

Tender Information

Tender ID

2025_LSGD_742674_1

Reference Number

06/2024-25/AE/LSGD/CHMD

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

CHEMNAD GRAMA PANCHAYATH

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical/Finance

RequiredAffidavit (.pdf)

RequiredE-payment (.pdf)

RequiredForm of tender (.pdf)

RequiredIntegrity pact (.pdf)

RequiredPreliminary agreement (.pdf)

RequiredValid licence and GST document (.pdf)

RequiredGST document (.pdf)

RequiredSBD (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,310

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹14,811

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

15 Nov 2025

Published

24 Feb 2025

Bid Opening

5 Mar 2025

Download Starts

24 Feb 2025

Download Ends

4 Mar 2025

Submission Starts

24 Feb 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_1195846.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

AJMAL SWALIH K

L1₹4.9 LAccepted-AOC

SAYID ABDUL RAHIMAN

L2₹4.9 L+₹7,483.94 (1.54%)Rejected-Finance

IRSHAD A

Rejected-Technical

Sl No	Description	Qty	Unit	IRSHAD A L3	SAYID ABDUL RAHIMAN L2	AJMAL SWALIH K L1
1.00Road Improve ment
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.	441	sqm	8.45 ₹3,726.45	8.03 ₹3,541.23	7.91 ₹3,488.31 Lowest
1.00	OD446416/2024-2025: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 )	23.81	cum	160.7 ₹3,826.91	152.64 ₹3,634.97	150.48 ₹3,583.53 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.	20.29	cum	1,931.84 ₹39,189.31	1,836.69 ₹37,259.09	1,808.75 ₹36,692.3 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)	66.15	cum	7,150.55 ₹4,73,008.88	6,797.92 ₹4,49,682.41	6,694.93 ₹4,42,869.62 Lowest

Sl No

Description

Qty

Unit

IRSHAD A

SAYID ABDUL RAHIMAN

AJMAL SWALIH K

1.00Road Improve ment

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.

441

sqm

8.45

₹3,726.45

8.03

₹3,541.23

7.91

₹3,488.31

Lowest

1.00

OD446416/2024-2025: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 )

23.81

cum

160.7

₹3,826.91

152.64

₹3,634.97

150.48

₹3,583.53

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.

20.29

cum

1,931.84

₹39,189.31

1,836.69

₹37,259.09

1,808.75

₹36,692.3

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)

66.15

cum

7,150.55

₹4,73,008.88

6,797.92

₹4,49,682.41

6,694.93

₹4,42,869.62

Lowest