ROYALTY CHARGES



 WRD: 5. LIFT IRRIGATION WORKS 

AMOUNT OF ROYALTY CHARGES INCLUDED IN ITEM RATES

Item no Description of work unit

Amount of Royalty charges

included in item rate in

Earth Sand Ca Stone
5.9.1 M-15 ( 40 mm CA ) for foundation  cum --- 44.40 95.05 ---
5.9.2 M-20 ( 40 mm CA ) for foundation  cum --- 39.20 92.90 ---
5.10 M-20 ( 40 mm CA ) for bed lining  cum --- 39.20 92.90 ---
5.11 M-20 ( 40 mm CA ) for side lining  cum --- 39.20 92.90 ---
5.12 M-20 ( 20 mm CA ) for side lining cum --- 43.35 82.10 ---
5.13 M-20 ( 40 mm CA ) for walls / piers  cum --- 39.20 92.90 ---
5.14 M-20 ( 20 mm CA ) for walls / piers  cum --- 43.35 82.10 ---
5.15 M-20 ( 20 mm CA ) for columns  cum --- 43.35 82.10 ---
5.16 M-20 ( 20 mm CA ) for pump floor  cum --- 43.35 82.10 ---
5.17 M-20 ( 20 mm CA ) for tie-beams / roof  cum --- 43.35 82.10 ---
5.18 M-20 ( 20 mm CA ) for cut-off wall / apron --- cum --- 43.35 82.10 ---
5.19 M-20 ( 40 mm CA ) for paving  cum --- 44.40 95.05 ---
5.20 UCR masonry in CM 1:4 cum --- 42.30 --- 162.55
5.21 Size stone masonry in CM 1:4  cum --- 33.00 --- 160.95
5.22 Burnt breck masonry in CM 1:4 --- cum --- 27.85 --- ---
5.23 CC block masonry in CM 1:4  cum --- 16.50 --- ---
5.26 Cement mortar pointing in CM 1:3 sqm --- 0.60 --- ---
5.27 12 mm thick plastering in CM 1:3  sqm --- 1.35 --- ---
5.28 20 mm thick plastering in CM 1:3  sqm --- 2.15 --- ---
5.33.1 Steel door sqm --- 3.10 2.80 ---
5.33.2 Steel door sqm --- 1.05 2.80 ---
5.34.1 Steel wimdow  sqm --- 1.65 3.55 ---
5.34.2 Steel window  sqm --- 3.10 3.25 ---
5.35 Acid resistant tiling / dadooing in CM 1:3  sqm --- 2.05 --- ---
5.36 Granolithic flooring in CC 1:1:2 sqm --- 1.45 3.15 ---
5.37 Chain link mesh fencing  Rm --- 1.25 2.60 ---
5.38 Railing Rm --- 0.85 0.55 ---
5.39 Back-filling  cum 36.00 --- --- ---
5.48 Sand blanket below embankment sqm --- 23.20 --- ---
5.49  Road embankment excavated soil  cum 36.00 --- --- ---
5.50 Road embankment borrow area soil  cum 36.00 --- --- ---
5.51.1 Grade II metalling  cum 9.60 --- 127.45 ---
5.51.2 Grade III metalling  cum 9.90 --- 131.75 ---
5.52 30 cm th dry stone pitching  sqm --- --- --- 55.25

Notes:

In the Govt notification on royalty charges the rates for Earth / Sand / Building stone are on weight basis. For converting the rate per tonne to rate per cum for workingout the royalty charges for various work items following density values are conisdered as per the circular of Mines & Geology No:GA.BU.E/D.C.B./KA.GA.GU./RA.PA.KO/ 2013-14 dt:13-03-2014.
Sand / Fine aggregate ( loose volume )                   : 1.72 tonne per cum
Stones/stone chips (loose volume)                          : 2.63 tonne per cum
Coarse aggregates (loose volume)                          : 1.80 tonne per cum
Soil (compacted to 95 percent density control)        : 1.50 tonne per cum

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