Kerala

AOC

Works

Civil Works - Roads

1632/25-26-Maithanapalli Pushpparaj Veedu Alley Reconcrete in between 0/000 to 0/068km and Construction of Footpath Infront Arayasamajam from 0/000 to 0/042 and footpath from 0/000 to 0/018 in Division 42

Local Self Government Department

KANNUR CORPORATION | Kannur, Kerala

Amount: ₹4.2 LCloses: 5 Nov 2025Closed

Timeline

Published31 Oct 2025
Closed5 Nov 2025
Awarded30 Apr 2026

Bids

Item Rate

2 Bids30 Apr 2026

#	Company	Amount	Rank	Status
1	RAVEENDRAN V L1₹4.2 LAccepted-AOC	₹4.2 L	L1	Accepted-AOC L1
2	K.M. AJAYAKUMAR L2₹4.4 L+₹23,661.30 (5.63%)Rejected-AOC	₹4.4 L+₹23,661.30 (5.63%)	L2	Rejected-AOC L2

BoQ Comparative

Line Items (5)

Sl No	Description	Qty	Unit	K.M. AJAYAKUMAR L2	RAVEENDRAN V L1
1.00Concrete
1.00	2.5.2.A:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete	11.4	cum	788.62 ₹8,990.27	746.56 ₹8,510.78 Lowest
1.00	3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.	40.35	cum	67.24 ₹2,713.13	63.66 ₹2,568.68 Lowest
1.00	4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)<br>(A) By Mix in Place Method <br> 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. (ii) For Grading II Material	22.15	cum	3,328.64 ₹73,729.38	3,151.11 ₹69,797.09 Lowest
1.00	OD355846/2025-2026: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 Plate compactor to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material (modified from 4.1.A.2)	2.7	cum	3,280.68 ₹8,857.84	3,105.71 ₹8,385.42 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)	37.27	cum	9,372.47 ₹3,49,358.82	8,872.6 ₹3,30,726.17 Lowest

Tender Value

₹4.2 L

EMD Value

₹10,563

Closing Date

5 Nov 2025, 6:00 pmClosed

Tender Inviting Organisation

Name

assistant engineer II

Address

office of the Kannur corporation

Work Description

1632/25-26-Maithanapalli Pushpparaj Veedu Alley Reconcrete in between 0/000 to 0/068km and Construction of Footpath Infront Arayasamajam from 0/000 to 0/042 and footpath from 0/000 to 0/018 in Division 42

Tender Information

Tender ID

2025_LSGD_817283_7

Reference Number

AE 1/KMC/4/25.26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Location

KANNUR CORPORATION

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredFORM OF TENDER (.pdf)

RequiredPRELIMINARY AGREEMENT (.pdf)

RequiredSBD (.pdf)

RequiredE PAYMENT FORM (.pdf)

RequiredCOPY OF gst registration ,pan card , license (.pdf)

Requiredintegrity pact certificate , affidavit (.pdf)

Fee & Financial Details

Tender Fee Amount

₹935

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹10,563

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

30 Apr 2026

Published

31 Oct 2025

Bid Opening

7 Nov 2025

Download Starts

31 Oct 2025

Download Ends

5 Nov 2025

Submission Starts

31 Oct 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_1369350.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

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

BOQ_1369350.xls

BOQ • 0.30 MB

NIT.pdf

Tender Documents • 0.03 MB

SBD.pdf

Tender Documents • 1.63 MB

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Company

RAVEENDRAN V

L1₹4.2 LAccepted-AOC

K.M. AJAYAKUMAR

L2₹4.4 L+₹23,661.30 (5.63%)Rejected-AOC

Sl No	Description	Qty	Unit	K.M. AJAYAKUMAR L2	RAVEENDRAN V L1
1.00Concrete
1.00	2.5.2.A:Dismantling of Structures<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete	11.4	cum	788.62 ₹8,990.27	746.56 ₹8,510.78 Lowest
1.00	3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.	40.35	cum	67.24 ₹2,713.13	63.66 ₹2,568.68 Lowest
1.00	4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)<br>(A) By Mix in Place Method <br> 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. (ii) For Grading II Material	22.15	cum	3,328.64 ₹73,729.38	3,151.11 ₹69,797.09 Lowest
1.00	OD355846/2025-2026: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 Plate compactor to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material (modified from 4.1.A.2)	2.7	cum	3,280.68 ₹8,857.84	3,105.71 ₹8,385.42 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)	37.27	cum	9,372.47 ₹3,49,358.82	8,872.6 ₹3,30,726.17 Lowest

Sl No

Description

Qty

Unit

K.M. AJAYAKUMAR

RAVEENDRAN V

1.00Concrete

1.00

2.5.2.A:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (II) By Mechanical Means (A) Cement Concrete

11.4

cum

788.62

₹8,990.27

746.56

₹8,510.78

Lowest

1.00

3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.

40.35

cum

67.24

₹2,713.13

63.66

₹2,568.68

Lowest

1.00

4.1.A.2: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. (ii) For Grading II Material

22.15

cum

3,328.64

₹73,729.38

3,151.11

₹69,797.09

Lowest

1.00

OD355846/2025-2026: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 Plate compactor to achieve the desired density, complete as per Technical Specification Clause 401. (ii) For Grading II Material (modified from 4.1.A.2)

2.7

cum

3,280.68

₹8,857.84

3,105.71

₹8,385.42

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)

37.27

cum

9,372.47

₹3,49,358.82

8,872.6

₹3,30,726.17

Lowest