AMOUNT OF ROYALTY CHARGES



 WRD: 4. CANAL CROSS DRAINAGE WORKS AMOUNT OF ROYALTY CHARGES INCLUDED IN ITEM RATES

Item no Description of work Unit Amount of Royalty charges included in item rate in `:
WRD     Earth Sand CA Stone
4.8 M-15 ( 40 mm CA ) for foundation filling  cum --- 44.15 94.70 ---
4.9 M-15 ( 80 mm CA ) for foundation filling cum --- 38.90 105.85 ---
4.10 M-10 ( 40 mm CA ) for foundation filling  cum --- 44.15 94.70 ---
4.11 M-10 ( 80 mm CA ) for foundation filling cum --- 38.90 105.85 ---
4.12 M-20 ( 40 mm CA ) for foundation filling  cum --- 43.65 92.90 ---
4.13 M-20 ( 40 mm CA ) for sub-structure  cum --- 39.40 91.80 ---
4.14 M-20 ( 20 mm CA ) for sub-structure  cum --- 43.15 82.50 ---
4.15 M-15 ( 20 mm CA ) for sub-structure  cum --- 49.55 84.25 ---
4.16 M-10 ( 20 mm CA ) for sub-structure  cum --- 48.50 83.15 ---
4.17 M-20 ( 20 mm CA ) for well kerb  cum --- 43.35 82.10 ---
4.18 M-20 ( 40 mm CA ) for well steining  cum --- 39.20 92.90 ---
4.19 M-15 ( 20 mm CA ) for well bottom plug cum --- 42.30 77.75 ---
4.20 M-15 ( 40 mm CA ) for well top plug  cum --- 44.40 95.05 ---
4.21 M-20 ( 20 mm CA ) for well cap cum --- 43.35 82.10 ---
4.22.1 M-15 ( 80 mm CA ) for piers  cum --- 39.20 105.85 ---
4.22.2 M-15 ( 80 mm CA ) for abutments  cum --- 39.20 105.85 ---
4.23.1 M-20 ( 40 mm CA ) for piers cum --- 39.20 92.90 ---
4.23.2 M-20 ( 40 mm CA ) for abutments cum --- 39.20 92.90 ---
4.24.1 M-10 ( 40 mm CA ) for piers  cum --- 44.40 95.05 ---
4.24.2 M-10 ( 40 mm CA ) for abutments  cum --- 44.40 95.05 ---
4.25 M-20 ( 40 mm CA ) for cantilever walls  cum ---  39.20 92.90 ---
4.26.1 M-15 ( 40 mm CA ) for piers  cum --- 44.40 95.05 ---
4.26.2 M-15 ( 40 mm CA ) for abutment  cum --- 44.40 95.05 ---
4.26.3 M-15 ( 40 mm CA & plums ) for piers  cum --- 38.20 78.85 40.25
4.26.4 M-15 (40 mm CA & plums) for abutment cum --- 38.20 78.85 40.25
4.27 M-15 (40 mm CA) for cast in-situ pipes  cum --- 44.40 95.05 ---
4.28 M-15 ( 80 mm CA ) for cast in-situ pipes  cum --- 39.20 105.85 ---
4.29 M-20 ( 20 mm CA ) for deck slab / kerb cum --- 43.35 82.10 ---
4.30.1 M-20 ( 20 mm CA ) for columns cum  cum --- 43.35 82.10 ---
4.30.2 M-20 ( 20 mm CA ) for beams cum  cum --- 43.35 82.10 ---
4.31 M-20 ( 20 mm CA ) for wearing coat cum cum --- 43.35 82.10 ---
4.32.1 M-20 (20 mm CA) for ground level trough  cum --- 43.35 82.10 ---
4.32.2 M-20 ( 20 mm CA ) for aqueduct trough  cum --- 43.35 82.10 ---
4.32.3 M-25 ( 20 mm CA ) for aqueduct trough  cum --- 45.20 82.60 ---
4.32.4 M-30 ( 20 mm CA ) for aqueduct trough  cum --- 45.20 84.80 ---
4.34 Filling foundation well with sand cum --- 108.35 --- 160.95
4.35.1 Providing 900 mm Ø bored pile M-20 CC Rm --- 25.60 50.10 ---
4.35.2 Providing 1000 mm Ø bored pile M-20 CC Rm --- 31.60 61.90 ---
4.35.3 Providing 1100 mm Ø bored pile M-20 CC  Rm --- 38.20 74.85 ---
4.35.4 Providing 1200 mm Ø bored pile M-20 CC  Rm --- 45.40 89.10 ---
4.35.5 Providing 1300 mm Ø bored pile M-20 CC Rm --- 53.65 104.55 ---
4.35.5 Providing 1300 mm Ø bored pile M-20 CC  Rm --- 53.65 104.55 ---
4.35.5 Providing 1300 mm Ø bored pile M-20 CC  Rm --- 53.65 104.55 ---
4.35.7 Providing 1500 mm Ø bored pile M-20 CC  Rm --- 71.20 139.20 ---
4.36.1 M-20 ( 20 mm CA ) for piers by pumping  cum --- 46.25 72.70 ---
4.36.2 M-20 (20 mm ) for abutments by pumping  cum --- 46.25 72.70 ---
4.36.3

M-20 (20 mm) for columns / bracings of

aqueduct substructure by pumping 

cum --- 46.25 72.70 ---
4.37. M-20 ( 20 mm CA ) for aqueduct trough
by pumping concrete 
cum --- 46.25 72.70 ---
4.38 UCR masonry in CM 1:4 for sub-structure cum --- 42.30 --- 160.95
4.39 UCR masonry in CM 1:4 super structure  cum --- 42.30 --- 160.95
4.40 CR 2nd sort masonry in CM 1:4 propn cum --- 36.65 --- 160.95
4.41 CR 1st sort masonry in CM 1:4 propn  cum --- 36.65 --- ---
4.42 Pointing masonry in CM 1:2 sqm ---  0.60 --- ---
4.43 Pointing masonry in CM 1:3 sqm --- 0.70 --- ---
4.44 12 mm th. Plastering in CM 1:3  sqm --- 1.35 --- ---
4.45 12 mm th. Plastering in CM 1:4  sqm --- 1.35 --- ---
4.46 20 mm th. Plastering in CM 1:3  sqm --- 2.25 --- ---
4.47 20 mm th. Plastering in CM 1:4  sqm --- 2.35 --- ---
4.48.1 10 cm th. BS slab coping in CM 1:6  sqm --- 0.20 --- 16.55
4.48.2 10 cm th. BS slab coping in CM 1:6  sqm --- 0.20 --- 16.55
4.48.3 10 cm th. BS slab coping in CM 1:6  sqm --- 0.20 --- 16.55
4.49 M-15 CC coping ( 20 mm down CA )  cum --- 47.35 88.00 ---
4.50 Railing  Rm --- 0.30 0.65 ---
4.51.1 Jointing hume pipe 300 mm dia  Joint --- 1.05 --- ---
4.51.2 Jointing hume pipe 450 mm dia  Joint --- 2.25 --- ---
4.51.3 Jointing hume pipe 600 mm dia  Joint --- 2.70 --- ---
4.51.4 Jointing hume pipe 700 mm dia  Joint --- 3.30 --- ---
4.51.5 Jointing hume pipe 800 mm dia Joint --- 4.15 --- ---
4.51.7 Jointing hume pipe 1000 mm dia  Joint --- 5.25 --- ---
4.51.8 Jointing hume pipe 1100 mm dia Joint --- 6.30 --- ---
4.52 Rubble and sand filling  cum --- 42.10 --- 160.95
4.53 CNS soil filling around pipes  cum --- 30.00 --- ---
4.54 CNS soil filling above pipes  cum --- 30.00 --- ---
4.55 Providing & fixing km stone in M-10 CC Each --- 4.15 9.70 15.80
4.56 Providing & fixing hm stone in M-10 CC  Each --- 4.15 9.70 1.60

Notes:

1. 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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