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Fc Protecting The Right Bank Of Kadalundi River At Koramkundu House Nos 224 22 223 22 And 223A 22 Ward No 22 In Malappurm District In Malappuram Lac Side Protection Work, Koramkundu-Kerala

Department Of Irrigation-DOI has published Fc Protecting The Right Bank Of Kadalundi River At Koramkundu House Nos 224 22 223 22 And 223A 22 Ward No 22 In Malappurm District In Malappuram Lac Side Protection Work. Submission Date for this Tender is 03-06-2020. Flood Protection Tenders in Koramkundu Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

24411438
Fc Protecting The Right Bank Of Kadalundi River At Koramkundu House Nos 224 22 223 22 And 223A 22 Ward No 22 In Malappurm District In Malappuram Lac Side Protection Work
Open Tender
Indian
Kerala
Koramkundu
03-06-2020

Tender Details

Fc Protecting The Right Bank Of Kadalundi River At Koramkundu House Nos 224 22 223 22 And 223A 22 Ward No 22 In Malappurm District In Malappuram Lac Side Protection Work

Key Value

Document Fees
INR 2775 /-
EMD
INR 50000.0 /-
Tender Value
INR 21.05 Lakhs /-

BOQ Items

Work Name:FC-Protecting the right bank of kadalundi river at Koramkundu House Nos: 224/22 ,223/22 & 223A/22 ,Ward No:22 in Malappuram Municipality in Malappuram District in Malappuram LAC.
Sl. No. Item Description Item Code / Make Quantity Units
1 1 PROTECTION WALL BI01010001010000000000000515BI0100001113
2 1.01 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. BI01010001010000000000000515BI0100001114 30 metre
3 1.02 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 BI01010001010000000000000515BI0100001115 50 hour
4 1.03 2.20.3 : Open timbering in trenches including strutting and shoring complete ( measurements to be taken of the face area timbered ):Depth exceeding 3 m but not exceeding 4.5 m BI01010001010000000000000515BI0100001116 175 sqm
5 1.04 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil BI01010001010000000000000515BI0100001117 256.85 cum
6 1.05 60.7.1 : 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 BI01010001010000000000000515BI0100001118 540.438 cum
7 1.06 5.1.3 : 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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) BI01010001010000000000000515BI0100001119 59.751 cum
8 1.07 5.22.6 : 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 BI01010001010000000000000515BI0100001120 2091.28 kilogram
9 1.08 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 : 6 graded stone aggregate 20 mm nominal size) BI01010001010000000000000515BI0100001121 2.325 cum
10 1.09 5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete BI01010001010000000000000515BI0100001122 60.007 sqm
11 1.1 60.11.5 : Providing BOUNDARY STONE .- 30*30*75 cm of hard stone 15cm chiseled dressed on all four sides including top including earthwork excavation and levelling course. BI01010001010000000000000515BI0100001123 4 each
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