QUANTITY OF MATERIALS FOR ADDITIONAL LEAD CHARGES



 WRD: 3. CANAL AND ALLIED WORKS QUANTITY OF MATERIALS FOR ADDITIONAL LEAD CHARGES

Item no Description of work Unit Quantity of materials required
per unit quantity of work
WRD:     Steel
kg 

Soil  

cum

Sand

cum

Stones

cum

  Using soil from Borrow area :          
3. 7 Impervious hearting ( Borrow area soil )  cum --- 1.26 --- ---
3. 8 Semi-pervious casing ( Borrow area soil ) cum --- 1.26 --- ---
3.9 Homogeneous embankment(Borrow area)  cum --- 1.26 --- ---
  Using soil from Dump area :          
3.10 Impervious hearting ( Dump area soil )  cum --- 1.26 --- ---
3.11 Semi-pervious casing ( Dump area soil )  cum --- 1.26 --- ---
  Using soil from Canal excavation :          
3.12 Impervious hearting ( Canal excavation ) cum --- 1.26 --- ---
3.13 Semi-pervious casing ( Canal excavation )  cum --- 1.26 --- ---
3.14 Embankment for field channel  cum --- 1.26 --- ---
      Steel
kg
Soil cum Sand cum Stones cum
3.15 Rubble and sand filling  cum --- --- 0.410 1.02
3.16 Rubble and murum filling  cum --- 0.41 --- 1.02
3.17 250 mm thick Sand blanket  sqm --- --- 0.255 ---
      Steel
kg

Stone/chips 

cum

Sand 

cum

CA

cum

3.18 Rock-toe cum --- 1.170 --- ---
3.19 Longitudinal & cross drains  cum --- --- 0.783 0.236
3.20 Inclined filter  cum --- --- 0.612 0.408
3.21 Filter behind & below rock-toe cum --- --- 0.340 0.679
3.22.1 Filter using filter fabric 200 gsm sqm --- --- --- 0.205
3.22.2 Filter using filter fabric 250 gsm  sqm --- --- --- 0.205
      Steel
kg

Soil cum

Sand 

cum

Stones cum
3.23 Rockfill casing ( stone from quarry )  cum --- --- --- 1.15
3.24 Rockfill casing ( dump yard stones)  cum --- --- --- 1.15
3.25 CNS lining 95 % density (borrow area)   cum --- 1.26 --- ---
3.26 CNS lining 95 % density (excavation)   cum --- 1.26 --- ---
3.27 200x200x750 mm Canal bed level stone  Each --- --- --- 0.03
3.28 Reinforcement steel kg 1.025 --- --- ---
     

Slab

cum

cement

cum

sand

cum 

CA

cum 

3.29.1 80 mm th. M-15 CC 20 mm CA by paver  sqm --- 23.60 0.041 0.067
3.29.2 100 mm th. M-15 CC 20 mm CA by paver  sqm --- 29.05 0.050 0.082
3.30.1 80 mm th. M-20 CC 20 mm CA by paver  sqm --- 28.75 0.036 0.065
3.30.2 100 mm th. M-20 CC 20 mm CA by paver  sqm --- 35.40 0.044 0.080
3.32.1 M-15 CC ( 20 mm CA ) for side lining cum --- 277.70 0.480 0.785
3.32.2 M-20 CC ( 20 mm CA ) for side lining  cum --- 338.30 0.417 0.765
3.33 M-15 CC ( 40 mm CA ) for bed lining  cum --- 247.40 0.408 0.737
3.34 M-15 CC ( 20 mm CA ) for bed lining  cum --- 277.70 0.480 0.785
3.35 M-20 CC ( 40 mm CA ) for bed lining  cum --- 277.70 0.422 0.860
3.36 M-20 CC ( 20 mm CA ) for bed lining  cum --- 338.30 0.418 0.760
3.43 Filter around relief pipe  Each --- --- 0.034 0.016
3.44 Fixing Shahbad slab for lining in CM 1:3  sqm 0.030 1.00 0.002 ---
3.45 Fixing PCC slab for lining in CM 1:3  sqm 0.050 2.33 0.005 ---
3.46 Fixing PCC lug slab in CM 1:3 Rm 0.017 0.60 0.001 ---
3.48 Notes:Providing 75 mm sand backing  sqm --- --- 0.077 ---
3.51 M-15 PCC slab 550 x 550 x 55 mm Each --- 5.54 0.009 0.013
3.52 M-15 PCC slab 550 x 300 x 55 mm  Each --- 2.96 0.004 0.007
3.53 M-15 PCC slab 450 x 300 x 30 mm  Each --- 1.95 0.002 0.003
3.54 M-15 PCC slab 450 x 150 x 30 mm  Each --- 1.03 0.001 0.001
3.55 M-15 PCC slab 400 x 400 x 30 mm  Each --- 2.24 0.002 0.003
3.56 M-15 PCC slab 400 x 150 x 30 mm Each --- 0.96 0.001 0.001
     

Murum

cum

Cement

kg

sand

cum

stones

cum

3.57 UCR in CM 1:5 ( quarry stone ) cum --- 115.20 0.410 1.17
3.58 UCR in CM 1:5 ( excavated stone )   cum --- 115.20 0.410 1.17

3.59

Note:

250 mm thick UCR stone pitching If 150 mm thick murum bed provided 

sqm

---

0.18

---

---

---

---

0.29

---

3.60

Note:

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

sqm

---

0.18

---

---

---

---

0.35

---

3.61

Note:

450 mm thick UCR stone pitching  If 150 mm thick murum bed provided 

sqm

---

0.18

---

---

---

---

0.50

---

3.62

Note:

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

sqm

---

0.18

30.23

---

0.107

---

0.35

---

3.63

Note:

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

sqm

---

0.18

---

---

---

---

0.35

---

3.64

Note:

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

sqm

---

0.18

---

---

---

---

0.50

---

3.65

Note:

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

sqm

 

 

0.18

 

29.16

---

 

0.099

---

 

0.39

---

3.66

Note:

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

sqm

---

0.18

40.70

---

0.142

---

0.50

---

3.67 Hariyali turfing  sqm sod 0.10 --- 0.020 ---

Notes:

1. The quantities of materials specified in the above table are for loose volume.

2. The quantity of cement for cement concrete items includes requirement of cement for any incidental works such as mortar layer at lift joints, repair of honeycomb patch etc.

3. The quantities of materials are inclusive of wastage as under:

Cement                                             1.00 percent.
Sand / Fine aggregate                      2.00 percent
Coarse aggregate                            2.00 percent.
Stones / Stone chips                        2.00 percent.
Steel ( Reinforcement / Structural ) 2.50 percent.

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