Tender For General-Karinkuzhi Side Protection-Side Protection Works On U/S & D/S Of Karinkuzhi Vcb Cum Bridge In Kankole - Alapad A Panchayath In Payyannur Constituency, Kannur District-General Civil Work, Kannur-Kerala
TDR : 54460769
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Kannur
Kerala
Tender For General-Karinkuzhi Side Protection-Side Protection Works On U/S & D/S Of Karinkuzhi Vcb Cum Bridge In Kankole - Alapad A Panchayath In Payyannur Constituency, Kannur District-General Civil Work
Name of Work:- GENERAL-Karinkuzhi Side Protection-Side Protection works on U/s & D/s of Karinkuzhi VCB cum bridge in Kankole - Alapad a Panchayath in Payyannur Constituency, Kannur District-General Civil Work
Sl. No.
Item Description
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Side Protection
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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 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
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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
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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 derived from natural sources)
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4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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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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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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60.2.1:EARTH WORK FILLING- Supplying contractors own earth including cost of conveyance and royalty and filling (excluding rock) in trenches, plinth, sides of foundations 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
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