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Civil Works - Others

GENERAL-Replacement of shutter Kozhuvanal Pt-Replacement of shutter in Panthalanikkal checkdam in ward no.12 of Kozhuvanal Panchayath.-General Civil Work

Irrigation Department

Kozhuvanal | Kottayam, Kerala

Amount: ₹1.7 LCloses: 25 May 2026Closed

Timeline

Published16 May 2026
Closed25 May 2026
Bid Opening26 May 2026

Tender Value

₹1.7 L

EMD Value

₹4,221

Closing Date

25 May 2026, 11:00 amClosed

Tender Inviting Organisation

Name

Assistant Executive Engineer

Address

Assistant Executive Engineer MI Subdivision Pala,Mini civil station Fourth floor

Work Description

Replacement of shutter

Tender Information

Tender ID

2026_Irrig_849559_1

Reference Number

RE-1 3169/AEE/MI/SUBDN/PALA

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Period of Work

180 days

Location

Kozhuvanal

Source Website

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Eligibility / Pre-Qualification

Please refer tender documents

Documents Required

10 documents required · 10 mandatory

Fee/PreQual/Technical/Finance

Required1. Scanned copy of preliminary agreement in Rs.200/- stamp paper As per item NO-2 of part no-VI (.pdf)

Required2. Scanned copy of Contractors Registration certificate showing validity (.pdf)

Required3. Tender documents as downloaded from the website (.pdf)

Required4. Duly filled e-payment requisition form downloaded as per item NO-6 part-no-VI (.pdf)

Required5. Scanned copy of PAN card AND GST REGISTRATION CERTIFICATE (.pdf)

Required6. Bid submission letter As per item NO-1 part-no VI (.pdf)

Required7. Integrity pact certificate As per item NO-3 part-no VI (.pdf)

Required8. Affidavit As per item NO-4 part-no VI (.pdf)

Required9. EMD and Tender fee remittance (.pdf)

Required10. BOQ (Tender Schedule) (.xls)

Fee & Financial Details

Tender Fee Amount

₹555

EMD Fee Amount

₹4,221

Important Dates

Last Activity

16 May 2026

Published

16 May 2026

Bid Opening

26 May 2026

Download Starts

16 May 2026

Download Ends

25 May 2026

Submission Starts

16 May 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (8 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Check dam maintenance
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	-	cum	-	-
1.002	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	-	-
1.003	15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)	1	cum	-	-
1.004	60.63.1:FRP SHUTTERS - Supplying and fixing FRP Channels of "C" profile and sill beam size 100x100x100 mm with flange of 50 to 75mm depth in the grooves already arranged and as per the direction of departmental .officers.	-	metre	-	-
1.005	60.63.2:FRP SHUTTERS - Supplying and fixing FRP shutters of suitable size to with stand the design and max water pressure as prescribed by the departmental officer and installing the FRP channels provided in the grooves already arranged and as per the direction of departmental .officers.	-	sqm	-	-
1.006	60.4:Locking Arrangements - Supplying and Fixing lock and locking arrangements with suitable chain hooks,and padlock of 65mm size.	-	each	-	-
1.007	4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)	-	cum	-	-
1.008	4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns	-	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

SBD.pdf

Tender Documents • 1.64 MB

BOQ_1435529.xls

BOQ • 0.30 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Check dam maintenance
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	-	cum	-	-
1.002	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	-	-
1.003	15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)	1	cum	-	-
1.004	60.63.1:FRP SHUTTERS - Supplying and fixing FRP Channels of "C" profile and sill beam size 100x100x100 mm with flange of 50 to 75mm depth in the grooves already arranged and as per the direction of departmental .officers.	-	metre	-	-
1.005	60.63.2:FRP SHUTTERS - Supplying and fixing FRP shutters of suitable size to with stand the design and max water pressure as prescribed by the departmental officer and installing the FRP channels provided in the grooves already arranged and as per the direction of departmental .officers.	-	sqm	-	-
1.006	60.4:Locking Arrangements - Supplying and Fixing lock and locking arrangements with suitable chain hooks,and padlock of 65mm size.	-	each	-	-
1.007	4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)	-	cum	-	-
1.008	4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns	-	sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Check dam maintenance

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

cum

1.002

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

1.003

15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

cum

1.004

60.63.1:FRP SHUTTERS - Supplying and fixing FRP Channels of "C" profile and sill beam size 100x100x100 mm with flange of 50 to 75mm depth in the grooves already arranged and as per the direction of departmental .officers.

metre

1.005

60.63.2:FRP SHUTTERS - Supplying and fixing FRP shutters of suitable size to with stand the design and max water pressure as prescribed by the departmental officer and installing the FRP channels provided in the grooves already arranged and as per the direction of departmental .officers.

sqm

1.006

60.4:Locking Arrangements - Supplying and Fixing lock and locking arrangements with suitable chain hooks,and padlock of 65mm size.

each

1.007

4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

cum

1.008

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

sqm