AMOUNT OF ROYALTY CHARGES



 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
  Using soil from Borrow area :          
3. 7 Impervious hearting 95 % density cum 30.00 --- --- ---
3. 8 Semi-pervious casing 95 % density  cum 30.00 --- --- ---
3.9 Homogeneous embankment 95%density  cum 30.00 --- --- ---
  Using soil from Dump area :          
3.10 Impervious hearting 95 % density  cum 30.00 --- --- ---
3.11 Semi-pervious casing 95 % density  cum 30.00 --- --- ---
  Using soil from Canal excavation :          
3.12 Impervious hearting 95 % density  cum 30.00 --- --- ---
3.13 Semi-pervious casing 95 % density  cum 30.00 --- --- ---
3.14 Embankment for field channel  cum 30.00 --- --- ---
3.15 Rubble and sand filling  cum --- 42.30 --- 160.95
3.16 Rubble and murum filling  cum 12.30 --- --- 160.95
3.17 250 mm thick Sand blanket    --- 26.30 --- ---
3.18 Rock-toe cum --- --- --- 184.65
3.19 Longitudinal & cross drains  cum --- 80.80 25.50 ---
3.20 Inclined filter cum --- 63.15 44.05 ---
3.21 Filter behind & below rock-toe  cum --- 35.10 73.35 ---
3.22.1 Filter using filter fabric 200 gsm  sqm --- --- 22.15 ---
3.22.2 Filter using filter fabric 250 gsm sqm --- --- 22.15 ---
3.23 Rockfill casing ( stone from quarry )  cum --- --- --- 181.45
3.24 Rockfill casing ( dump yard stones) cum --- --- --- 181.
3.25 CNS lining 95 % density(borrow area) cum 30.00 --- --- ---
3.26 CNS lining 95 % density(excavation)  cum 30.00 --- --- ---
3.27 200x200x750 mm Canal bed level stone  Each --- --- --- 4.75
29.1 80 mm th. M-15 CC 20 mm CA by paver  sqm --- 4.25 7.25 ---
29.2 100 mm th. M-15 CC 20 mm CA by paver  sqm --- 5.15 8.85 ---
30.1 80 mm th. M-20 CC 20 mm CA by paver  sqm --- 3.70 7.00 ---
30.2 100 mm th. M-20 CC 20 mm CA by paver  sqm --- 4.55 8.65 ---
32.1 M-15 CC ( 20 mm CA ) for side lining  cum --- 49.55 82.60 ---
32.2 M-20 CC ( 20 mm CA ) for side lining  cum --- --- 43.05 ---
3.33 M-15 CC ( 40 mm CA ) for bed lining  cum --- 42.10 79.60 ---
3.34 M-15 CC ( 20 mm CA ) for bed lining  cum --- 49.55 84.80 ---
3.35 M-20 CC ( 40 mm CA ) for bed lining  cum --- 43.55 92.90 ---
3.36 M-20 CC ( 20 mm CA ) for bed lining  cum --- 43.15 82.10 ---
3.43 Filter around relief pipe  Each --- 3.50 1.75 ---
3.44 Fixing Shahbad slab for lining in CM 1:3 sqm  sqm --- 0.21 --- 7.00
3.45 Fixing PCC slab for lining in CM 1:3 sqm  sqm --- 0.50 --- ---
3.46 Fixing PCC lug slab in CM 1:3  Rm --- 0.12 --- ---
3.48 Notes: Providing 75 mm sand backing sqm --- 7.90 --- ---
3.51 M-15 PCC slab 550x550x55 mm  Each --- 0.95 1.40 ---
3.52 M-15 PCC slab 550x300x55 mm  Each --- 0.41 0.80 ---
3.53 M-15 PCC slab 450x300x30 mm  Each --- 0.21 0.32 ---
3.54 M-15 PCC slab 450x150x30 m Each --- 0.08 0.15 ---
3.55 M-15 PCC slab 400x400x30 mm Each --- 0.21 0.36 ---
3.56 M-15 PCC slab 400x150x30 mm Each --- 0.08 0.13 ---
3.57 UCR in CM 1:5 ( quarry stone )  cum --- 42.30 --- 184.65
3.58 UCR in CM 1:5 ( excavated stone ) cum --- 42.30 --- 184.65

3.59

Note:

250 mm thick Stone pitching --- ---  If 150 mm thick murum bed provided 

sqm

 

---

5.40

---

---

---

---

45.75

---

3.60

Note:

300 mm thick Stone pitching  If 150 mm thick murum bed provided 

sqm

 

---

5.40

---

---

---

---

55.25

---

3.61

Note:

450 mm thick Stone pitching  If 150 mm thick murum bed provided 

sqm

 

---

5.40

---

---

---

---

78.90

---

3.62

Note:

300 mm thick Stone pitching in CM 1:5  If 150 mm thick murum bed provided

sqm

 

---

5.40

11.05

---

---

---

55.25

---

3.63

Note:

300 mm thick Khandki stone pitching  If 150 mm thick murum bed provided 

sqm

 

---

5.40

---

---

---

---

55.25

---

3.64

Note:

450 mm thick Khandki stone pitching  If 150 mm th murum bed provided

sqm

 

---

5.40

---

---

---

---

78.90

---

3.65

Note:

300 mm thick Khandki pitching in CM1:5 If 150 mm thick murum bed provided

sqm

 

---

5.40

10.20

---

---

---

55.25

---

3.66

Note:

450 mm thick Khandki pitching in CM1:5  If 150 mm thick murum bed provided

 

sqm

 

---

5.40

14.65

---

---

---

78.90

---

3.67 Grass turfing sqm --- 2.05 --- ---

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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