Tender ID

Kerala

Technical BO

Works

Civil Works - Others

MLA SDF KV Sumesh MLA MLAAzhikkode LAC Azhikode Jama-Ath-Ul Islam Juma Masjid pond renovation

Local Self Government Department

Pallikkunnu | Kannur, Kerala

Amount: Refer DocsCloses: 20 Jun 2026Closed

Timeline

Published12 Jun 2026
Closed20 Jun 2026
Technical Evaluation—
Award—

Bids

1 Bid23 Jun 2026

#	Company	Status
1	shabeer mangadan Admitted-Fee/PreQual/Technical/Finance	Admitted-Fee/PreQual/Technical/Finance

Tender Value

Refer Docs

EMD Value

₹21,182

Closing Date

20 Jun 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

ASSISTANT ENGINEER

Address

Office of the Assistant Executive Engineer LID EW Kannur Block Panchayath

Work Description

MLA SDF KV Sumesh MLA MLAAzhikkode LAC Azhikode Jama-Ath-Ul Islam Juma Masjid pond renovation

Tender Information

Tender ID

2026_LSGD_843868_2

Reference Number

AEE/LIDEW/KNR/ETEN/MLA/2025/13

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Period of Work

180 days

Location

Pallikkunnu

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

₹1,870

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹21,182

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

23 Jun 2026

Published

12 Jun 2026

Bid Opening

23 Jun 2026

Download Starts

12 Jun 2026

Download Ends

20 Jun 2026

Submission Starts

12 Jun 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (10 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Construction of pond
1.001	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	0.2	cum	-	-
1.002	2.7.1: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock	0.2	cum	-	-
1.003	50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete	-	hour	-	-
1.004	OD461760/2025-2026:Laterite dry masonry with neatly dressed laterite stones of size 32x20x20cm or nearest size for foundation and basement including all cost of materials, labour charges etc. complete(DAR code 50.6.7.1 modified)	-	cum	-	-
1.005	5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	-	cum	-	-
1.006	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	1	sqm	-	-
1.007	5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more	0.4	kilogram	-	-
1.008	OD460085/2025-2026: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.(Modified DAR code 50.6.7.1)	-	cum	-	-
1.009	OD461891/2025-2026:Supplying and fitting name boards of size 75cmX45cm 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 2Nos 32mm GI pipe vertically 90cm above from ground level and fixing in cement concrete 1:2:4,30cmX30cmX30cm including cost and conveyance of all materials,all labour charges,fabricating etc. complete.	-	no	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.01 MB

Bid Opening Summary

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_1445986.xls

BOQ • 0.30 MB

SBD.pdf

Tender Documents • 1.80 MB

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Company

shabeer mangadan

Admitted-Fee/PreQual/Technical/Finance

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Construction of pond
1.001	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	0.2	cum	-	-
1.002	2.7.1: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock	0.2	cum	-	-
1.003	50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete	-	hour	-	-
1.004	OD461760/2025-2026:Laterite dry masonry with neatly dressed laterite stones of size 32x20x20cm or nearest size for foundation and basement including all cost of materials, labour charges etc. complete(DAR code 50.6.7.1 modified)	-	cum	-	-
1.005	5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	-	cum	-	-
1.006	5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	1	sqm	-	-
1.007	5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more	0.4	kilogram	-	-
1.008	OD460085/2025-2026: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.(Modified DAR code 50.6.7.1)	-	cum	-	-
1.009	OD461891/2025-2026:Supplying and fitting name boards of size 75cmX45cm 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 2Nos 32mm GI pipe vertically 90cm above from ground level and fixing in cement concrete 1:2:4,30cmX30cmX30cm including cost and conveyance of all materials,all labour charges,fabricating etc. complete.	-	no	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Construction of pond

1.001

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

0.2

cum

1.002

2.7.1: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock

0.2

cum

1.003

50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete

hour

1.004

OD461760/2025-2026:Laterite dry masonry with neatly dressed laterite stones of size 32x20x20cm or nearest size for foundation and basement including all cost of materials, labour charges etc. complete(DAR code 50.6.7.1 modified)

cum

1.005

5.1.3:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

cum

1.006

5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

sqm

1.007

5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

0.4

kilogram

1.008

OD460085/2025-2026: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.(Modified DAR code 50.6.7.1)

cum

1.009

OD461891/2025-2026:Supplying and fitting name boards of size 75cmX45cm 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 2Nos 32mm GI pipe vertically 90cm above from ground level and fixing in cement concrete 1:2:4,30cmX30cmX30cm including cost and conveyance of all materials,all labour charges,fabricating etc. complete.