Kerala

AOC

Works

Civil Works - Others

GENERAL-MLA SDF 24-25-Interlocking of Pallikunnu Mookambika Temple compound in Div 4-General Civil Work

Local Self Government Department

Kannur, Kerala

Amount: ₹4.2 LCloses: 6 Oct 2025Closed

Timeline

Published29 Sept 2025
Closed6 Oct 2025
Awarded17 Apr 2026

Bids

Item Rate

1 Bid17 Apr 2026

#	Company	Amount	Rank	Status
1	SUJIN T L1₹4.2 LAccepted-AOC	₹4.2 L Quoted ₹4.4 L	L1	Accepted-AOC L1

BoQ Comparative

Line Items (11)

Sl No	Description	Qty	Unit	SUJIN T L1
1.00Detailed Estimate
1.00	3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	48.45	cum	67.95 ₹3,292.18 Lowest
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.	48.45	cum	15.49 ₹750.49 Lowest
1.00	4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead	24.23	cum	3,609.74 ₹87,445.95 Lowest
1.00	OD429794/2024-2025:( MOD 6.7.1) Interlocking Concrete Block Pavement providing and laying of Interlocking Concrete Block pavements having thickness 80 mm as per drawing and technical specification clause 1504 , bedding with 6 mm aggregate and filling joints with sand. Sand as per Table 1500.5 Bed = 60.00 x 3.75 x0.05 = 11.25 cum. Joints = 60 X 0.08 X 0.1 = 0.48 cum	318.3	sqm	1,032.8 ₹3,28,740.24 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)	0.79	cum	9,184.78 ₹7,255.98 Lowest
2.00Name board
2.00	2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil	0.24	cum	247.66 ₹58.45 Lowest
2.00	OD74060/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.	0.47	cum	6,690.9 ₹3,144.72 Lowest
2.00	13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)	3.97	sqm	355.46 ₹1,411.18 Lowest

Tender Value

₹4.2 L

EMD Value

₹10,566

Closing Date

6 Oct 2025, 6:00 pmClosed

Tender Inviting Organisation

Name

EE Kannur Corporation

Address

Kannur Municipal Corporation

Work Description

GENERAL-MLA SDF 24-25-Interlocking of Pallikunnu Mookambika Temple compound in Div 4-General Civil Work

Tender Information

Tender ID

2025_LSGD_803740_18

Reference Number

E7 948/2023 02/09/2025(5-A)

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Period of Work

150 days

Location

Kannur

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredForm of tender (.pdf)

Requiredintegrity pact and affidavit (.pdf)

RequiredE-payment Form (.pdf)

RequiredPreliminary Agreement (.pdf)

RequiredSBD with NIT (.pdf)

RequiredRegistration action PAN GST (.pdf)

Fee & Financial Details

Tender Fee Amount

₹935

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹10,566

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

17 Apr 2026

Published

29 Sept 2025

Bid Opening

9 Oct 2025

Download Starts

29 Sept 2025

Download Ends

6 Oct 2025

Submission Starts

29 Sept 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

finance_1337008.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 • 0.17 MB

Work Item Documents

viewnitmookambika.pdf

Tender Documents • 0.03 MB

BOQ_1337008.xls

BOQ • 0.31 MB

viewsbdmookambika.pdf

Tender Documents • 1.74 MB

Ready to Participate?

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Company

SUJIN T

L1₹4.2 LAccepted-AOC

Sl No	Description	Qty	Unit	SUJIN T L1
1.00Detailed Estimate
1.00	3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.	48.45	cum	67.95 ₹3,292.18 Lowest
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.	48.45	cum	15.49 ₹750.49 Lowest
1.00	4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead	24.23	cum	3,609.74 ₹87,445.95 Lowest
1.00	OD429794/2024-2025:( MOD 6.7.1) Interlocking Concrete Block Pavement providing and laying of Interlocking Concrete Block pavements having thickness 80 mm as per drawing and technical specification clause 1504 , bedding with 6 mm aggregate and filling joints with sand. Sand as per Table 1500.5 Bed = 60.00 x 3.75 x0.05 = 11.25 cum. Joints = 60 X 0.08 X 0.1 = 0.48 cum	318.3	sqm	1,032.8 ₹3,28,740.24 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)	0.79	cum	9,184.78 ₹7,255.98 Lowest
2.00Name board
2.00	2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil	0.24	cum	247.66 ₹58.45 Lowest
2.00	OD74060/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.	0.47	cum	6,690.9 ₹3,144.72 Lowest
2.00	13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)	3.97	sqm	355.46 ₹1,411.18 Lowest

Sl No

Description

Qty

Unit

SUJIN T

1.00Detailed Estimate

1.00

3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

48.45

cum

67.95

₹3,292.18

Lowest

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.

48.45

cum

15.49

₹750.49

Lowest

1.00

4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead

24.23

cum

3,609.74

₹87,445.95

Lowest

1.00

OD429794/2024-2025:( MOD 6.7.1) Interlocking Concrete Block Pavement providing and laying of Interlocking Concrete Block pavements having thickness 80 mm as per drawing and technical specification clause 1504 , bedding with 6 mm aggregate and filling joints with sand. Sand as per Table 1500.5 Bed = 60.00 x 3.75 x0.05 = 11.25 cum. Joints = 60 X 0.08 X 0.1 = 0.48 cum

318.3

sqm

1,032.8

₹3,28,740.24

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)

0.79

cum

9,184.78

₹7,255.98

Lowest

2.00Name board

2.00

2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil

0.24

cum

247.66

₹58.45

Lowest

2.00

OD74060/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.

0.47

cum

6,690.9

₹3,144.72

Lowest

2.00

13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

3.97

sqm

355.46

₹1,411.18

Lowest