CHARGES ON MATERIALS



AMOUNT OF ROYALTY CHARGES INCLUDED IN ITEM RATES 

Item No WRD Description of work Unit Amount of Royalty charges included in item rate in
Earth Sand Ca Stone
2.13 M-15 CC using 80 mm down CA PCC cum ---  39 105.95 ---
2.14 M-10 CC using 80 mm down CA PCC cum ---  39 105.85 ---
2.15 M-20 CC using 40 mm down CA gallery cum  --- 39.4 91.8 ---
2.16 M-15 CC using 40 mm down CA cum ---  42 95.05 ---
2.17 M-15 plum CC using 40 mm down CA  cum ---  37.15 79.9 34.7
2.18 M-10 CC using 40 mm down CA for PCC cum  --- 44.4 95.05 ---
2.19 M-15 CC using 20 mm down CA for PCC cum ---  46.45 83.15 ---
2.2 M-20 CC using 20 mm down CA bridge cum ---  44.4 81 ---
2.21 Porous CC body drain Rm --- ---  47.5 ---
2.22.1  M-20 CC using 20 mm CA solid parapet Rm  ---  10.4 19.45 ---
2.22.2 M-20 CC 20 mm CA ornamental parapet Rm  --- 9.3 17.3 ---
2.23 M-25 CC 20 mm down CA wearing coat cum ---  42.3 82.1 ---
2.26 Hume pipe with porous CC for weep hole Rm  ---  0.7 0.3 ---
2.28 UCR masonry in CM 1:3 propn  cum  ---  42.1 --- 159.4
2.29 UCR masonry in CM 1:4 propn. cum ---  42.2 ---  159.4
2.3 CR face masonry in CM 1:3 propn cum ---  39.2 ---  167.25
2.31 CR face masonry in CM 1:4 propn cum ---  39.2 ---  167.25
2.32 Chisel drafted CR face masonry in CM1: cum  ---  336.9 ---  170.4
2.33 Chisel drafted CR face masonry in CM1:4  cum ---  36.85 ---  170.4
2.34. 1 Pointing in CM 1:2 propn. sqm  ---  0.7 --- ---
2.34.2  Pointing in CM 1:3 propn sqm --- 0.7 --- ---
2.35 20 mm th plastering in CM 1:3 Sqm --- 28.4 --- ---
2.36 Guniting 25 mm thick in CM 1:3 propn sqm --- 3.2 --- ---
2.41 Impervious hearting embankment cum 30 --- --- ---
2.42 Cut-off trench filling cum 30 --- --- ---
2.43 Semi-pervious embankment cum 30 --- --- ---
2.44 Semi-pervious casing cum 30 --- --- ---
2.45 Homogeneous embankment cum 30   --- ---
2.46 Filling adjecent to structures cum 30 --- --- ---
2.47 Rockfill embankment cum --- --- --- 161
2.48 Rock toe ( stones from quarry ) cum --- --- --- 161
2.49 Rock toe (stones from dump yard) cum --- --- --- 161
2.51 RCC manhole in rock-toe each --- 206.4 391 ---
2.52 Cross filter drain cum --- 50.05 58 ---
2.53.1 Vertical / Inclined filter - Sand layer cum --- 105.25 --- ---
2.53.2 Vertical / Inclined filter - 10 mm CA layer   --- --- 110 ---
2.53.3 Vertical / Inclined filter - 20 mm CA layer   --- --- 110 ---
2.53.4 Vertical / Inclined filter - 40 mm CA layer   --- --- 110 ---
2.53.5 Vertical / Inclined filter - 80 mm CA layer   --- --- 110 ---
2.54 Filter below / behind rock toe cum --- 24.75 84 ---
2.55 Filter using filter fabric and 20 mm CA sqm --- --- 44 ---
2.56 Sand chimney filter drain cum --- 108.35 --- ---
2.57 Transition filter 900 mm thick cum --- 35.1 73 ---
2.58 600 mm revetment with 450 mm filter Sqm --- 15.8 34 110
2.59 600 mm revetment with 600 mm filter Sqm --- 21.05 44 110
2.6 600 mm riprap with 450 mm filter sqm --- 15.8 34 110
2.61 750 mm riprap with 450 mm filter sqm --- 15.8 34 139
2.62 900 mm riprap with 450 mm filter sqm --- 15.8 34 166
2.63 Hariyali turfing sqm --- 2.05 --- ---

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