Tender For General-Kp-Protecting The Side Of Odetty Padasekharam South East Bhagom Ward No.21 Of Vazhappally Panchayath-General Civil Work, Vazhappally-Kerala
TDR : 54340826
Tender Notice
BOQ
3 Days Left
Vazhappally
Kerala
Tender For General-Kp-Protecting The Side Of Odetty Padasekharam South East Bhagom Ward No.21 Of Vazhappally Panchayath-General Civil Work
Name of Work:- GENERAL-KP-Protecting the side of Odetty Padasekharam South East Bhagom ward No.21 of vazhappally panchayath-General Civil Work
Sl. No.
Item Description
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Improvement Works-Masonry Retaining wall
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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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OD41479/2025-2026:Dry stone packing under foundation with good quality blasted rubble including conveyance ofmaterial and labour charges et . complete as per direction of departmental officers at site .Details of cost for 1 cum
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OD41480/2025-2026:Dry Rubble Masonry (without concrete levelling course ) with good quality blasted rubble (without bond stone ) , and packing to compactness to lines and levels ,cost and conveyance ofall materials labour charge etc. complete as per direction of departmental officers at site.Details of cost for 1 cum
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7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
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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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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 (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
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50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge. Please Enable Macros to View BoQ information
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