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GENERAL-MLA-SDF- 2024-25-Construction of Culvert across Kanampuzha Mundayad thodu in Kannur Corporation.-General Civil Work

Irrigation Department

KANAMPUZHA | Kannur, Kerala

Amount: ₹3.9 LCloses: 28 Sept 2026Due tomorrow

Timeline

Published19 Sept 2026
Closes28 Sept 2026
Bid Opening1 Oct 2026

Tender Value

₹3.9 L

EMD Value

₹9,744

Closing Date

28 Sept 2026, 6:00 pmDue tomorrow

Tender Inviting Organisation

Name

Assistant Executive Engineer

Address

Office of the Assistant Executive Engineer Irrigation Sub Division Thalasseri, TB Complex 2nd Floor, M.G.Road.670101

Work Description

GENERAL-MLA-SDF- 2024-25-Construction of Culvert across Kanampuzha Mundayad thodu in Kannur Corporation.-General Civil Work

Tender Information

Tender ID

2026_Irrig_867737_2

Reference Number

IRR/IA/TR/347/2025_5_4_3/1

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Period of Work

365 days

Location

KANAMPUZHA

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

11 documents required · 11 mandatory

Fee/PreQual/Technical/Finance

RequiredBOQ (.xls)

RequiredPreliminary agreement (.pdf)

RequiredSigned copyof Bid Security remittence (.pdf)

RequiredSigned copy of Bid Submission Letter as per item No.1 Part VI (.pdf)

RequiredSigned copy of Integrity pact certificate as per Iem No.3 Part VI (.pdf)

RequiredSigned copy of Affidavit as per item No.4 Part- VI (.pdf)

RequiredSigned copy of Bidder valid registration certificate (.pdf)

RequiredSigned copy of Bid submission fee remittance (.pdf)

Requireddeclaration (.pdf)

Requiredepayment (.pdf)

RequiredSigned copy of GST document and Pancard (.pdf)

Fee & Financial Details

Tender Fee Amount

₹860

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹9,744

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

19 Sept 2026

Published

19 Sept 2026

Bid Opening

1 Oct 2026

Download Starts

19 Sept 2026

Download Ends

28 Sept 2026

Submission Starts

19 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (16 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1CULVERT
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.	150	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.	12.5	metre	-	-
1.003	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	24	hour	-	-
1.004	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	89.42	cum	-	-
1.005	60.7.2: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.	2.76	cum	-	-
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)	1.84	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)	3.68	cum	-	-
1.008	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)	10.87	cum	-	-
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)	4.87	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 • 0.06 MB

Work Item Documents

NIT.pdf

Tender Documents • 0.03 MB

SBD.pdf

Tender Documents • 4.87 MB

BOQ_1476638.xls

BOQ • 0.31 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1CULVERT
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.	150	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.	12.5	metre	-	-
1.003	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	24	hour	-	-
1.004	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	89.42	cum	-	-
1.005	60.7.2: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.	2.76	cum	-	-
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)	1.84	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)	3.68	cum	-	-
1.008	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)	10.87	cum	-	-
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)	4.87	cum	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1CULVERT

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.

150

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.

12.5

metre

1.003

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

1.004

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

89.42

cum

1.005

60.7.2: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.

2.76

cum

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)

1.84

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)

3.68

cum

1.008

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)

10.87

cum

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)

4.87

cum