Indian Tenders

Tender Notice
TDR 55584387
Tendering Authority Irrigation Department
Tender No IRR/IA/TR/5875/2025_5_1_1/1
Tender ID 2026_Irrig_830281_3
Tender Brief Tender For General-Side Protection Work-Side Protection Of Right Bank Of Idamula River (Branch Of Periyar) In Ward 8 Of Kadungallur Grama Panchayath.-General Civil Work
City Kadungalloor
State Kerala
Document Fees INR 2760 /-
EMD INR 42313.0 /-
Tender Value INR 16.92 Lakhs /-
Tender Type Tender
Bidding Type Open Tender
Competition Type Indian

Tender Details

Tender for General-Side Protection Work-Side Protection Of Right Bank Of Idamula River (Branch Of Periyar) In Ward 8 Of Kadungallur Grama Panchayath.-General Civil Work

Key Dates
Publish Date 19-05-2026
Last Date of Bid Submission 23-05-2026
Tender Opening Date 25-05-2026

Contact Information
Company Name Irrigation Department
Contact Person Executive Engineer
Address Executive Engineer Irrigation Division Ernakulam

BOQ Items
Name of Work:- GENERAL-Side protection work-Side protection of right bank of Idamula river (branch of Periyar) in ward 8 of Kadungallur Grama Panchayath.-General Civil Work
Sl. No. Item Description
1retaining wall
22.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
360.7.6:Supplying and stacking granite stone 20 to 45 dm3 for dumping works- Supplying at site of work granite stone 20 to 45 dm3 in size (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) for measurement ( deducting not less than 15% for voids as fixed by the departmental officer at site) including all cost, conveyance, loading and unloading charges all other incidental charges all leads and lifts etc. complete as per the direction of the departmental officers at site.
460.7.7:Conveyance and dumping of departmental granite stones-Conveyance of departmental granite stone 20 to 45 dm3 in size from stack at site and dumping in position (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) to lines and levels to from the core of the sea wall as per approved design including all leads and lifts etc. complete as per the direction of the departmental officers at site.
52.6.1: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
660.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
74.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
85.1.2: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)
95.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
102.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. Please Enable Macros to View BoQ information

Other Detail
Information Source https://etenders.kerala.gov.in
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