Kerala

AOC

Works

Civil Works - Roads

Mooppanpaara Index footpath concrete construction in Chirakkal GP

Local Self Government Department

CHIRAKKAL | Kannur, Kerala

Amount: ₹2.4 LCloses: 7 Oct 2025Closed

Timeline

Published29 Sept 2025
Closed7 Oct 2025
Awarded3 Jul 2026

Bids

Item Rate

2 Bids3 Jul 2026

#	Company	Amount	Rank	Status
1	ABDULSATHAR C P 1₹1.9 LAccepted-AOC	₹1.9 L	1	Accepted-AOC Participate two bidders Abudul sathar quoted 194437.95 and Sajeevan quoted 220328.34 lowest rate quoted by Abdul sathar so it may approved
2	SAJEEVAN. P 2₹2.2 L+₹25,890.39 (13.3%)Rejected-Finance	₹2.2 L+₹25,890.39 (13.3%)	2	Rejected-Finance Participate two bidders Abudul sathar quoted 194437.95 and Sajeevan quoted 220328.34 lowest rate quoted by Abdul sathar so it may approved

BoQ Comparative

Line Items (6)

Sl No	Description	Qty	Unit	ABDULSATHAR C P L1	SAJEEVAN. P L2
1.00Footpath
1.00	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3	22.21	cum	328 ₹7,284.55 Lowest	371.68 ₹8,254.64
1.00	3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.	22.21	cum	11.97 ₹265.84 Lowest	13.57 ₹301.38
1.00	OD311370/2025-2026: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.(MODIFIED 4.11.2)	14.8	cum	1,726.24 ₹25,556.98 Lowest	1,956.11 ₹28,960.21
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)	22.21	cum	7,105.12 ₹1,57,797.61 Lowest	8,051.4 ₹1,78,813.54
1.00	OD168162/2025-2026:Supplying and fitting name boards of size 75X45cm made with GI plain sheets 1.25mm thick(Class III) fitted with 35X35X4mm MS angle 2Nos horizontally and 3Nos vertically to make a frame for strengthening the GI sheet,fitted with 2Nos 32mm GI pipe vertically 90cm above from ground level and fixing in cement concrete 1:2:4,30X30X30cm including cost and conveyance of all materials,all labour charges,fabricating etc. complete.	1	no	2,866.97 ₹2,866.97 Lowest	3,248.57 ₹3,248.57
1.01	10.1.2:Printing New Letters and Figures of any Shade<br> Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 <br>English and Roman	600	cm	1.11 ₹666 Lowest	1.25 ₹750

Tender Value

₹2.4 L

EMD Value

₹6,107

Closing Date

7 Oct 2025, 3:00 pmClosed

Tender Inviting Organisation

Name

AEE, KANNUR BLOCK

Address

AEE, KANNUR BLOCK PALLIKKUNNU P.O KANNUR 670004

Work Description

Footpath construction

Tender Information

Tender ID

2025_LSGD_803386_1

Reference Number

AEE/LIDEW/KNR/ETEN/MLA/2025/04

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

CHIRAKKAL

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredContractors license,GST certificate, Aadhar card, pan card (.pdf)

RequiredBid submission letter as per item no.1,Integrity pact certificate as per item.3 (.pdf)

RequiredPreliminary agreement as per item no.2 (.pdf)

RequiredAffidavit as per item no.4 (.pdf)

RequiredRequisition for E-payment as per item no.6, bid submission-bid security remittance exemption details (.pdf)

RequiredSBD with NIT (.pdf)

RequiredTender schedule (.xls)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹6,107

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

3 Jul 2026

Published

29 Sept 2025

Bid Opening

9 Oct 2025

Download Starts

29 Sept 2025

Download Ends

7 Oct 2025

Submission Starts

29 Sept 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_1335590.pdf

PDF

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

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Company

ABDULSATHAR C P

1₹1.9 LAccepted-AOC

SAJEEVAN. P

2₹2.2 L+₹25,890.39 (13.3%)Rejected-Finance

Sl No	Description	Qty	Unit	ABDULSATHAR C P L1	SAJEEVAN. P L2
1.00Footpath
1.00	3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3	22.21	cum	328 ₹7,284.55 Lowest	371.68 ₹8,254.64
1.00	3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.	22.21	cum	11.97 ₹265.84 Lowest	13.57 ₹301.38
1.00	OD311370/2025-2026: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.(MODIFIED 4.11.2)	14.8	cum	1,726.24 ₹25,556.98 Lowest	1,956.11 ₹28,960.21
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)	22.21	cum	7,105.12 ₹1,57,797.61 Lowest	8,051.4 ₹1,78,813.54
1.00	OD168162/2025-2026:Supplying and fitting name boards of size 75X45cm made with GI plain sheets 1.25mm thick(Class III) fitted with 35X35X4mm MS angle 2Nos horizontally and 3Nos vertically to make a frame for strengthening the GI sheet,fitted with 2Nos 32mm GI pipe vertically 90cm above from ground level and fixing in cement concrete 1:2:4,30X30X30cm including cost and conveyance of all materials,all labour charges,fabricating etc. complete.	1	no	2,866.97 ₹2,866.97 Lowest	3,248.57 ₹3,248.57
1.01	10.1.2:Printing New Letters and Figures of any Shade<br> Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 <br>English and Roman	600	cm	1.11 ₹666 Lowest	1.25 ₹750

Sl No

Description

Qty

Unit

ABDULSATHAR C P

SAJEEVAN. P

1.00Footpath

1.00

3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

22.21

cum

328

₹7,284.55

Lowest

371.68

₹8,254.64

1.00

3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.

22.21

cum

11.97

₹265.84

Lowest

13.57

₹301.38

1.00

OD311370/2025-2026: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.(MODIFIED 4.11.2)

14.8

cum

1,726.24

₹25,556.98

Lowest

1,956.11

₹28,960.21

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)

22.21

cum

7,105.12

₹1,57,797.61

Lowest

8,051.4

₹1,78,813.54

1.00

OD168162/2025-2026:Supplying and fitting name boards of size 75X45cm made with GI plain sheets 1.25mm thick(Class III) fitted with 35X35X4mm MS angle 2Nos horizontally and 3Nos vertically to make a frame for strengthening the GI sheet,fitted with 2Nos 32mm GI pipe vertically 90cm above from ground level and fixing in cement concrete 1:2:4,30X30X30cm including cost and conveyance of all materials,all labour charges,fabricating etc. complete.

2,866.97

₹2,866.97

Lowest

3,248.57

₹3,248.57

1.01

10.1.2:Printing New Letters and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 English and Roman

600

1.11

₹666

Lowest

1.25

₹750