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GENERAL-PVIP-Deposit work- Koovapady G.P- Constuction of a spout and leading channel near from tail end of Kodanadu MD to Kaprikad LIS.-General Civil Work

Irrigation Department

Kodanadu | Ernakulam, Kerala

Amount: ₹2.4 LCloses: 5 Oct 20261 Oct 20263d left

Timeline

Published24 Sept 2026
Closes5 Oct 20261 Oct 2026
Bid Opening6 Oct 20263 Oct 2026

Corrigenda

Corrigendum

1 updatesLatest on 1 Oct 2026Submission Ends:1 Oct 20265 Oct 2026

Date changes

Download Ends1 Oct 20265 Oct 2026Submission Ends1 Oct 20265 Oct 2026Bid Opening3 Oct 20266 Oct 2026

Tender Value

₹2.4 L

EMD Value

₹5,930

Closing Date

5 Oct 2026, 11:00 am3d left

Tender Inviting Organisation

Name

Assistant Executive Engineer

Address

Assistant Executive Engineer PVIP Sub Division no 2 Perumbavoor

Work Description

GENERAL-PVIP-Deposit work- Koovapady G.P- Constuction of a spout and leading channel near from tail end of Kodanadu MD to Kaprikad LIS.-General Civil Work

Tender Information

Tender ID

2026_Irrig_869185_2

Reference Number

IRR/PII/EST/5211/2025_5_5_4

Tender Type

Open Tender

Product Category

Civil Works - Canal

Form of Contract

Item Rate

Period of Work

180 days

Location

Kodanadu

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 (.pdf)

RequiredPreliminary agreement Duly signed and filled (.pdf)

RequiredGST Registration Copy of PAN Card (.pdf)

RequiredE payment (.pdf)

RequiredDuly signed and filed other documents to be uploaded with NIT (.pdf)

RequiredAffidavit , Form of tender Integrity pact Duly signed and filed other documents to be uploaded (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹555

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹5,930

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

5 Oct 2026

Published

24 Sept 2026

Bid Opening

6 Oct 2026

Download Starts

24 Sept 2026

Download Ends

5 Oct 2026

Submission Starts

24 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (16 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A
1.001	OD34246/2025-2026:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 1.50m height 1.0 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. data based on 60.1.2	4.6	metre	-	-
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	18	hour	-	-
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	14.48	cum	-	-
1.004	15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix)	0.61	cum	-	-
1.005	15.56:Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.	15.85	sqm	-	-
1.006	4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)	5.96	cum	-	-
1.007	4.1.6: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 40 mm nominal size derived from natural sources)	9.61	cum	-	-
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.	55.27	sqm	-	-
1.009	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)	0.95	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 • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

BOQ_1479637.xls

BOQ • 0.31 MB

viewnit.pdf

Corrigendum Documents

Dateextension.pdf

PDF • 0.39 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Appendix A
1.001	OD34246/2025-2026:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 1.50m height 1.0 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. data based on 60.1.2	4.6	metre	-	-
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	18	hour	-	-
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	14.48	cum	-	-
1.004	15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix)	0.61	cum	-	-
1.005	15.56:Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.	15.85	sqm	-	-
1.006	4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)	5.96	cum	-	-
1.007	4.1.6: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 40 mm nominal size derived from natural sources)	9.61	cum	-	-
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.	55.27	sqm	-	-
1.009	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)	0.95	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Appendix A

1.001

OD34246/2025-2026:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 1.50m height 1.0 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. data based on 60.1.2

4.6

metre

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

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

14.48

cum

1.004

15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix)

0.61

cum

1.005

15.56:Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.

15.85

sqm

1.006

4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

5.96

cum

1.007

4.1.6: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 40 mm nominal size derived from natural sources)

9.61

cum

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.

55.27

sqm

1.009

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)

0.95

cum