Tender For Annual Plan-Payyannur Municipality, Pro.No. 247/25, Continuation Work For Korom Jaiva Gramam-Payyannur Municipality, Pro.No. 247/25, Continuation Work For Korom Jaiva Gramam-General Civil Work, Kannur-Kerala
TDR : 48314878
Tender Notice
BOQ
Expired
Kannur
Kerala
Tender For Annual Plan-Payyannur Municipality, Pro.No. 247/25, Continuation Work For Korom Jaiva Gramam-Payyannur Municipality, Pro.No. 247/25, Continuation Work For Korom Jaiva Gramam-General Civil Work
Work Name:Annual Plan-PAYYANNUR MUNICIPALITY, PRO.NO. 247/25, CONTINUATION WORK FOR KOROM JAIVA GRAMAM-PAYYANNUR MUNICIPALITY, PRO.NO. 247/25, CONTINUATION WORK FOR KOROM JAIVA GRAMAM-General Civil Work
Sl. No.
Item Description
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RETAINING WALL
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2.7.1: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.Ordinary rock
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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)
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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
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5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
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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
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OD525034/2024-2025: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 (DAR 60.7.1)
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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
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2.25: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.
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