Name of Work:- Improvement to the irrigation tali near Madhalawada bridge in Survey No. 203/1 at Sal village of Bicholim Taluka.
Sl. No.
Item Description
1
Earthwork 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 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding as directed in :a) All kind of soil
2
Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
3
Centering and shuttering including struttings, propping etc. and removal of formworks for:a) Foundation, footings, bases for coulmns and mass concrete
4
Providing & Laying cement Concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in a) All works upto Plinth level
5
Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement.
6
12 mm cement plaster 1:4 (1 cement : 4 fine Sand)
7
Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge. Please Enable Macros to View BoQ information
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