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GENERAL-ASE Work-Urgent Reformation of damaged sea wall for a length of 42m from 3.50 m North of CESCP 1500 towards North near Palapetty Juma masjid in Perumpadappu Grama Panchayath, Ponnani Taluk, Malappuram District-General Civil Work

Irrigation Department

palapetty | Kerala

Amount: ₹50.7 LCloses: 7 Oct 20265d left

Timeline

Published26 Sept 2026
Closes7 Oct 2026
Bid Opening12 Oct 2026

Tender Value

₹50.7 L

EMD Value

₹50,000

Closing Date

7 Oct 2026, 6:00 pm5d left

Tender Inviting Organisation

Name

Executive Engineer,Irrigation Division, Malappuram

Address

O/oExecutive Engineer Irrigation Dvn Malappuram

Work Description

GENERAL-ASE Work-Urgent Reformation of damaged sea wall for a length of 42m from 3.50 m North of CESCP 1500 towards North near Palapetty Juma masjid in Perumpadappu Grama Panchayath, Ponnani Taluk, Malappuram District-General Civil Work

Tender Information

Tender ID

2026_Irrig_873467_1

Reference Number

IRR/IA/TR/140/2026_5_1_1/1

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Location

palapetty

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.Copy of remittance towards Bid submission fee and Bid security (.pdf)

Required2.Duly filled and signed copy of Bid submission letter as per item no1 Part VI (.pdf)

Required3.Duly filled and signed Integrity pact certificate as per item no 3 Part VI (.pdf)

Required4.Duly filled and signed copy of Preliminary agreement as per item no2 Part VI (.pdf)

Required5.Requisition for e-payment as per item no 6 Part VI (.pdf)

Required6.Duly filled and signed copy of Affidavit as per item no 4 Part VI (.pdf)

Required7.Attested Copy of valid registration certificate (.pdf)

Required8.Standard Bid Documents with NIT (.pdf)

Required9.GST certificate and any other documents required to fulfill the tender conditions (.pdf)

Required10.BOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,760

EMD Fee Amount

₹50,000

Important Dates

Last Activity

26 Sept 2026

Published

26 Sept 2026

Bid Opening

12 Oct 2026

Download Starts

26 Sept 2026

Download Ends

7 Oct 2026

Submission Starts

26 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (9 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Sea Wall
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	42	cum	-	-
1.002	60.30.6:A.S.E -Reformation works - Malappuram - Supplying quarry run varying in size upto 15cm.max for filter and stacking the same for measurement	151.92	cum	-	-
1.003	60.43:Unified Data A.S.E work- Carriage of departmental quarry run from stack at site to the place of dumping and laying and packing to uniform thickness of 30cm from the filter of the sea wall including all leads and lifts etc. complete as per the directions of departmental officers at site.	115.92	cum	-	-
1.004	60.34.6:A.S.E Reformation work- Malappuram -Supplying at site of work,granite stones20 to40 dm3 in size , including stacking for measurement.	616.72	cum	-	-
1.005	60.36.6:A.S.E Reformation work-Malappuram-Supplying at site of work,granite stones 45 dm3 in size , including stacking for measurement.	208.08	cum	-	-
1.006	60.44:Unified Data for A.S.E work - Conveyance of departmental granite stone 20 to 45 dm3 in size from stack at site and dumping in position (60% 45dm3,30% 30 t0 40dm3 and 10% 20 to 30dm3 stones) to lines and levels to form the core of the sea wall as per approved design including all leads and lifts etc.complete as per the directions of the departmental Officers at site.	824.79	cum	-	-
1.007	60.40.6:A.S.E -Reformation work- Malappuram- Supplying at site of work granite rubble 200 dm3 in size as nearly cubical as possible the minimum dimension in any of the three perpendicular directions passing through the centre of gravity of each individual stone being not less than 45 cm including loading and unloading charges etc. and marking with distinguishing number on three faces with paint etc complete .	1,925	each	-	-
1.008	60.41:Dumping in position(not to be packed)granite rubble 200dm3 in size suitably to form the armour course of sea wall as per approved design(dumping with a lead upto 50m)using rail track or pneumatic type equipment with crane or winches or by any other method each trip to take 3 minutes and carry 3 stones(1.6 ton)	1,604	each	-	-
1.009	60.42:Dumping in position( to be packed)granite rubble 200dm3 in size suitably to form the armour course of sea wall as per approved design(dumping with a lead upto 50m)using rail track or pneumatic type equipment with crane or winches or by any other method each trip to take 3 minutes and carry 3 stones(1.6 ton)	321	no	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.05 MB

Work Item Documents

BOQ_1481824.xls

BOQ • 0.30 MB

viewsbd.pdf

Tender Documents • 1.82 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Sea Wall
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	42	cum	-	-
1.002	60.30.6:A.S.E -Reformation works - Malappuram - Supplying quarry run varying in size upto 15cm.max for filter and stacking the same for measurement	151.92	cum	-	-
1.003	60.43:Unified Data A.S.E work- Carriage of departmental quarry run from stack at site to the place of dumping and laying and packing to uniform thickness of 30cm from the filter of the sea wall including all leads and lifts etc. complete as per the directions of departmental officers at site.	115.92	cum	-	-
1.004	60.34.6:A.S.E Reformation work- Malappuram -Supplying at site of work,granite stones20 to40 dm3 in size , including stacking for measurement.	616.72	cum	-	-
1.005	60.36.6:A.S.E Reformation work-Malappuram-Supplying at site of work,granite stones 45 dm3 in size , including stacking for measurement.	208.08	cum	-	-
1.006	60.44:Unified Data for A.S.E work - Conveyance of departmental granite stone 20 to 45 dm3 in size from stack at site and dumping in position (60% 45dm3,30% 30 t0 40dm3 and 10% 20 to 30dm3 stones) to lines and levels to form the core of the sea wall as per approved design including all leads and lifts etc.complete as per the directions of the departmental Officers at site.	824.79	cum	-	-
1.007	60.40.6:A.S.E -Reformation work- Malappuram- Supplying at site of work granite rubble 200 dm3 in size as nearly cubical as possible the minimum dimension in any of the three perpendicular directions passing through the centre of gravity of each individual stone being not less than 45 cm including loading and unloading charges etc. and marking with distinguishing number on three faces with paint etc complete .	1,925	each	-	-
1.008	60.41:Dumping in position(not to be packed)granite rubble 200dm3 in size suitably to form the armour course of sea wall as per approved design(dumping with a lead upto 50m)using rail track or pneumatic type equipment with crane or winches or by any other method each trip to take 3 minutes and carry 3 stones(1.6 ton)	1,604	each	-	-
1.009	60.42:Dumping in position( to be packed)granite rubble 200dm3 in size suitably to form the armour course of sea wall as per approved design(dumping with a lead upto 50m)using rail track or pneumatic type equipment with crane or winches or by any other method each trip to take 3 minutes and carry 3 stones(1.6 ton)	321	no	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Sea Wall

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

60.30.6:A.S.E -Reformation works - Malappuram - Supplying quarry run varying in size upto 15cm.max for filter and stacking the same for measurement

151.92

cum

1.003

60.43:Unified Data A.S.E work- Carriage of departmental quarry run from stack at site to the place of dumping and laying and packing to uniform thickness of 30cm from the filter of the sea wall including all leads and lifts etc. complete as per the directions of departmental officers at site.

115.92

cum

1.004

60.34.6:A.S.E Reformation work- Malappuram -Supplying at site of work,granite stones20 to40 dm3 in size , including stacking for measurement.

616.72

cum

1.005

60.36.6:A.S.E Reformation work-Malappuram-Supplying at site of work,granite stones 45 dm3 in size , including stacking for measurement.

208.08

cum

1.006

60.44:Unified Data for A.S.E work - Conveyance of departmental granite stone 20 to 45 dm3 in size from stack at site and dumping in position (60% 45dm3,30% 30 t0 40dm3 and 10% 20 to 30dm3 stones) to lines and levels to form the core of the sea wall as per approved design including all leads and lifts etc.complete as per the directions of the departmental Officers at site.

824.79

cum

1.007

60.40.6:A.S.E -Reformation work- Malappuram- Supplying at site of work granite rubble 200 dm3 in size as nearly cubical as possible the minimum dimension in any of the three perpendicular directions passing through the centre of gravity of each individual stone being not less than 45 cm including loading and unloading charges etc. and marking with distinguishing number on three faces with paint etc complete .

1,925

each

1.008

60.41:Dumping in position(not to be packed)granite rubble 200dm3 in size suitably to form the armour course of sea wall as per approved design(dumping with a lead upto 50m)using rail track or pneumatic type equipment with crane or winches or by any other method each trip to take 3 minutes and carry 3 stones(1.6 ton)

1,604

each

1.009

60.42:Dumping in position( to be packed)granite rubble 200dm3 in size suitably to form the armour course of sea wall as per approved design(dumping with a lead upto 50m)using rail track or pneumatic type equipment with crane or winches or by any other method each trip to take 3 minutes and carry 3 stones(1.6 ton)

321