Kerala

Active

Works

Civil Works - Others

Annual Plan-RENNOVATION OF BK CANANL- PATTAR THODI REACH IN EW 54 SECTOR 6-PROJECT NO 1625-General Civil Work - Retender

Local Self Government Department

Kozhikode Corporation | Kozhikode, Kerala

Amount: ₹59.3 LCloses: 13 Oct 2026Due tomorrow

Tenderkart AI

Reads all tender documents

Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.

Timeline

Published5 Oct 2026
Closes13 Oct 2026
Bid Opening14 Oct 2026

Tender Value

₹59.3 L

EMD Value

₹50,000

Closing Date

13 Oct 2026, 6:00 pmDue tomorrow

Tender Inviting Organisation

Name

SUPERINTENDING ENGINEER

Address

O/o SE, Kozhikode Corporation, [email protected]

Work Description

Please refer Tender document

Tender Information

Tender ID

2026_LSGD_847663_2

Reference Number

PP/EG7/2025-26/SE/559

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Period of Work

365 days

Location

Kozhikode Corporation

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

11 documents required · 11 mandatory

Fee/PreQual/Technical/Finance

RequiredSCANNED COPY OF PRELIMINARY AGREEMENT (.pdf)

RequiredSCANNED COPY OF E - PAYMENT FORM (.pdf)

RequiredSCANNED COPY OF INTEGRITY PACT CERTIFICATE (.pdf)

RequiredSCANNED COPY OF AFFIDAVIT (.pdf)

RequiredSCANNED COPY OF FORM OF TENDER (.pdf)

RequiredTENDER SCHEDULE (BOQ) (.xls)

RequiredSBD DOWNLOADED FROM E-TENDER WEBSITE (.pdf)

RequiredNOTICE INVITING TENDER (.pdf)

RequiredScanned copy of Registration Certificate. (.pdf)

RequiredScanned copy of GST Registration Certificate (.pdf)

RequiredDocument for EMD exemption if any other documents (.pdf)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹50,000

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

5 Oct 2026

Published

5 Oct 2026

Bid Opening

14 Oct 2026

Download Starts

5 Oct 2026

Download Ends

13 Oct 2026

Submission Starts

5 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (15 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Canal works
1.001	OD311729/2025-2026:Hydraulic excavator 1 cum bucket per hour with driver fuel etc., complete to perform the excavation of silt	240	hour	-	-
1.002	OD311727/2025-2026:Ring bund type II putting up ring bund with earth filled gunny bags of top width 1.0m bottom width 2.0m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work et., complete.	70	metre	-	-
1.003	2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil	410.4	cum	-	-
1.004	51.2.3:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade	86.4	cum	-	-
1.005	OD529929/2025-2026:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site	194.4	cum	-	-
1.006	4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)	481.95	cum	-	-
1.007	4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns	162	sqm	-	-
1.008	4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.	702	sqm	-	-
1.009	5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)	3.13	cum	-	-

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 • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

PAgt.pdf

Tender Documents • 0.26 MB

ePay.pdf

Tender Documents • 0.01 MB

FIP.pdf

Tender Documents • 0.01 MB

Affidavit.pdf

Tender Documents • 0.31 MB

FOT.pdf

Tender Documents • 0.01 MB

BOQ_1488333.xls

BOQ • 0.31 MB

viewsbd.pdf

Tender Documents • 1.73 MB

viewnit.pdf

Tender Documents • 0.03 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…

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Canal works
1.001	OD311729/2025-2026:Hydraulic excavator 1 cum bucket per hour with driver fuel etc., complete to perform the excavation of silt	240	hour	-	-
1.002	OD311727/2025-2026:Ring bund type II putting up ring bund with earth filled gunny bags of top width 1.0m bottom width 2.0m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work et., complete.	70	metre	-	-
1.003	2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil	410.4	cum	-	-
1.004	51.2.3:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade	86.4	cum	-	-
1.005	OD529929/2025-2026:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site	194.4	cum	-	-
1.006	4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)	481.95	cum	-	-
1.007	4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns	162	sqm	-	-
1.008	4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.	702	sqm	-	-
1.009	5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)	3.13	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Canal works

1.001

OD311729/2025-2026:Hydraulic excavator 1 cum bucket per hour with driver fuel etc., complete to perform the excavation of silt

240

hour

1.002

OD311727/2025-2026:Ring bund type II putting up ring bund with earth filled gunny bags of top width 1.0m bottom width 2.0m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work et., complete.

metre

1.003

2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

410.4

cum

1.004

51.2.3:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade

86.4

cum

1.005

OD529929/2025-2026:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site

194.4

cum

1.006

4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)

481.95

cum

1.007

4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

162

sqm

1.008

4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

702

sqm

1.009

5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)

3.13

cum