Kerala

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Works

Civil Works - Canal

Construction of culvert at ch 461 310km on right bank of Vatakara Mahe canal near Ottakkandy thazhe foot bridge

Irrigation Department

O/O AEE, Inland Navigation Subdivision Vatakara | Kozhikode, Kerala

Amount: ₹12.7 LCloses: 10 Jun 2026Closed

Timeline

Published2 Jun 2026
Closed10 Jun 2026
Bid Opening12 Jun 2026

Tender Value

₹12.7 L

EMD Value

₹31,683

Closing Date

10 Jun 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Assistant Executive Engineer

Address

O/O AEE, Inland Navigation Subdivision Vatakara

Work Description

Construction of culvert at ch 461 310km on right bank of Vatakara Mahe canal near Ottakkandy thazhe foot bridge

Tender Information

Tender ID

2026_Irrig_853818_1

Reference Number

IRR/KP/TR/4043/2024_5_2_1/1

Tender Type

Open Tender

Product Category

Civil Works - Canal

Form of Contract

Item Rate

Period of Work

180 days

Location

O/O AEE, Inland Navigation Subdivision Vatakara

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical/Finance

Requirede payment form (.pdf)

RequiredSelf attested Copy of the valid registration certificate (.pdf)

RequiredBOD- bid Document and NIT (.pdf)

RequiredDuly filled and signed copy of preliminary agreement (.pdf)

RequiredDuly filled and signed copy of Integrity pact certificate (.pdf)

RequiredDuly filled and signed copy of Affidavit (.pdf)

Requiredboq (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,760

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹31,683

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

2 Jun 2026

Published

2 Jun 2026

Bid Opening

12 Jun 2026

Download Starts

2 Jun 2026

Download Ends

10 Jun 2026

Submission Starts

2 Jun 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (15 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1construction of culvert
1.001	2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.	-	sqm	-	-
1.002	60.1.2:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m 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.etc.complete.	-	metre	-	-
1.003	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	0.4	cum	-	-
1.004	60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete	-	hour	-	-
1.005	60.64.1:Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete.	-	metre	-	-
1.006	OD14817/2024-2025:Coconut Pile - Driving down coconut pile to lines and levels through variuos strata(soft to medium clay soil) including all hire charges and labour for fixing and other appiances necessary for pile driving after pointing the bottom end. details for one post of 6m long and 15 numbers per day	-	metre	-	-
1.007	4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	1	cum	-	-
1.008	5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources)	-	cum	-	-
1.009	5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.	-	sqm	-	-

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

viewsbd.pdf

Tender Documents • 2.34 MB

BOQ_1442999.xls

BOQ • 0.31 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1construction of culvert
1.001	2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.	-	sqm	-	-
1.002	60.1.2:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m 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.etc.complete.	-	metre	-	-
1.003	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	0.4	cum	-	-
1.004	60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete	-	hour	-	-
1.005	60.64.1:Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete.	-	metre	-	-
1.006	OD14817/2024-2025:Coconut Pile - Driving down coconut pile to lines and levels through variuos strata(soft to medium clay soil) including all hire charges and labour for fixing and other appiances necessary for pile driving after pointing the bottom end. details for one post of 6m long and 15 numbers per day	-	metre	-	-
1.007	4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)	1	cum	-	-
1.008	5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources)	-	cum	-	-
1.009	5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.	-	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1construction of culvert

1.001

2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.

sqm

1.002

60.1.2:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m 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.etc.complete.

metre

1.003

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

0.4

cum

1.004

60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete

hour

1.005

60.64.1:Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete.

metre

1.006

OD14817/2024-2025:Coconut Pile - Driving down coconut pile to lines and levels through variuos strata(soft to medium clay soil) including all hire charges and labour for fixing and other appiances necessary for pile driving after pointing the bottom end. details for one post of 6m long and 15 numbers per day

metre

1.007

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

cum

1.008

5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

cum

1.009

5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

sqm