QUANTITY OF MATERIALS



 WRD: 4. CANAL CROSS DRAINAGE 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

cement 

kg

sand/FA

cum

Ca

cum

4.5 25 mm dia. anchor rod Each 9.740 0.51 --- ---
4.6 Providing & fixing reinforcement steel  kg 1.025 --- --- ---
4.7 Foundation well cutting edge  tonne 1025.000      
4.8 M-15 ( 40 mm CA ) for foundation filling  cum --- 245.40 0.428 0.877
4.9 M-15 ( 80 mm CA ) for foundation filling cum --- 215.20 0.377 0.980
4.10 M-10 ( 40 mm CA ) for foundation filling  cum --- 225.20 0.428 0.877
4.11 M-10 ( 80 mm CA ) for foundation filling  cum --- 194.90 0.377 0.980
4.12 M-20 ( 40 mm CA ) for foundation filling  cum --- 275.80 0.423 0.860
4.13 M-20 ( 40 mm CA ) for sub-structure  cum --- 308.00 0.382 0.850
4.14 M-20 ( 20 mm CA ) for sub-structure  cum --- 338.40 0.418 0.764
4.15 M-15 ( 20 mm CA ) for sub-structure  cum --- 277.80 0.480 0.780
4.16 M-10 ( 20 mm CA ) for sub-structure  cum --- 257.50 0.470 0.770
4.17 M-20 ( 20 mm CA ) for well kerb  cum --- 335.30 0.420 0.76
4.18 M-20 ( 40 mm CA ) for well steining  cum --- 305.00 0.380 0.860
4.19 M-15 ( 20 mm CA ) for well bottom plug cum --- 353.50 0.410 0.720
4.20 M-15 ( 40 mm CA ) for well top plug  cum --- 242.40 0.430 0.880
4.21 M-20 ( 20 mm CA ) for well cap  cum --- 338.40 0.420 0.760
4.22.1 M-15 ( 80 mm CA ) for piers  cum --- 217.10 0.380 0.980
4.22.2 M-15 ( 80 mm CA ) for abutments  cum --- 217.10 0.380 0.980
4.23.1  M-20 ( 40 mm CA ) for piers cum --- 308.00 0.380 0.860
4.23.2 M-20 ( 40 mm CA ) for abutments  cum --- 308.00 0.380 0.860
4.24.1 M-10 ( 40 mm CA ) for piers  cum --- 227.20 0.430 0.880
4.24.2 M-10 ( 40 mm CA ) for abutments  cum --- 227.20 0.430 0.880
4.25 M-20 ( 40 mm CA ) for cantilever walls  cum --- 308.00 0.380 0.860
     

stone 

cum

cement

kg

sand /fa

cum

Ca

cum

4.26.1 M-15 ( 40 mm CA ) for piers  cum --- 247.50 0.430 0.430
4.26.2 M-15 ( 40 mm CA ) for abutment cum --- 247.50 0.430 0.880
4.26.3 M-15 ( 40 mm CA & plums ) for piers  cum 0.255 217.10 0.370 0.730
4.26.4 M-15 (40 mm CA & plums) for abutment  cum 0.255 217.10 0.370 0.730
4.27 M-15 ( 40 mm CA ) for cast in-situ pipes cum --- 247.40 0.430 0.880
4.28 M-15 ( 80 mm CA ) for cast in-situ pipes  cum --- 217.10 0.380 0.980
4.29 M-20 ( 20 mm CA ) for deck slab / kerb cum --- 338.40 0.420 0.760
4.30.1 M-20 ( 20 mm CA ) for columns  cum --- 338.40 0.420 0.760
4.30.2 M-20 ( 20 mm CA ) for beams  cum --- 338.40 0.420 0.760
4.31 M-20 ( 20 mm CA ) for wearing coat  cum --- 338.40 0.420 0.760
4.32.1 M-20 20 mm CA) for ground level trough  cum --- 338.40 0.420 0.760
4.32.2 M-20 (20 mm CA) for aqueduct trough  cum --- 338.40 0.420 0.760
4.32.4 M-30 (20 mm CA) for aqueduct trough  cum --- 398.90 0.438 0.785
4.34 Filling foundation well with sand  cum --- --- 1.050 ---
4.35.1 Providing 900 mm Ø bored pile M-20 CC Rm --- 246.70 0.248 0.464
4.35.2 Providing 1000 mm Ø bored pile M-20 CC  Rm --- 304.50 0.306 0.573
4.35.3 Providing 1100 mm Ø bored pile M-20 CC  Rm --- 368.50 0.370 0.693
4.35.4 Providing 1200 mm Ø bored pile M-20 CC  Rm --- 438.50 0.440 0.825
4.35.5 Providing 1300 mm Ø bored pile M-20 CC  Rm --- 514.70 0.520 0.968
4.35.6 Providing 1400 mm Ø bored pile M-20 CC  Rm --- 596.90 0.600 1.122
4.35.7 Providing 1500 mm Ø bored pile M-20 CC  Rm --- 685.20 0.690 1.289
4.36.1 M-20 ( 20 mm CA ) for piers by pumping cum --- 378.70 0.448 0.673
4.36.2 M-20 (20 mm ) for abutments by pumping  cum --- 378.70 0.448 0.673
4.36.3 M-20 (20 mm) for columns / bracings of
aqueduct substructure by pumping 
cum --- 378.70 0.448 0.673
4.37. M-20 ( 20 mm CA ) for aqueduct trough
by pumping concrete 
cum --- 378.70 0.448 0.673
4.38 UCR masonry in CM 1:4 for sub-structure  cum 1.020 144.50 0.410 ---
4.39 UCR masonry in CM 1:4 super structure  cum 1.020 144.50 0.410 ---
4.40 CR 2nd sort masonry in CM 1:4 propn  cum 1.020 134.40 0.355 ---
4.41 CR 1st sort masonry in CM 1:4 propn  cum 1.020 134.40 0.355 ---
4.42 Pointing masonry in CM 1:2 propn sqm --- 3.88 0.006 ---
4.43 Pointing masonry in CM 1:3 propn  sqm --- 2.98 0.007 ---
4.44 12 mm th. Plastering in CM 1:3 propn  sqm --- 6.14 0.013 ---
4.45 12 mm th. Plastering in CM 1:4 propn  sqm --- 4.80 0.013 ---
4.46 20 mm th. Plastering in CM 1:3 propn  sqm --- 10.20 0.022 ---
4.47 20 mm th. Plastering in CM 1:4 propn  sqm --- 8.00 0.023 ---
     

Bs slab

cum

cment 

kg

sand/fa

cum

Ca

cum

4.48.1 Roughly dressed BS slab coping in CM sqm 0.105 7.50 0.002 ---
4.48.2 One line dressed BS slab coping in CM  sqm 0.105 7.50 0.002 ---
4.48.3 Two line dressed BS slab coping in CM  sqm 0.105 7.50 0.002 ---
     

steel

kg

cement 

kg

sand/fa

cum

Ca

cum

4.49 M-15 CC coping ( 20 mm down CA )  cum --- 277.70 0.459 0.815
4.50 Railing  rm  1.56 3.50 0.003 0.006
4.51.1 Jointing hume pipe 300 mm dia  joint --- 0.10 10.010 ---
     

stone

cum

cement

cum

sand/fa

cum

Ca

cum

4.51.2 Jointing hume pipe 450 mm dia Joint --- 17.50 0.022 ---
4.51.3 Jointing hume pipe 600 mm dia  Joint --- 24.80 0.026 ---
4.51.4 Jointing hume pipe 700 mm dia  Joint --- 32.50 0.032 ---
4.51.5 Jointing hume pipe 800 mm dia  Joint --- 40.00 0.040 ---
4.51.6 Jointing hume pipe 900 mm dia  Joint --- 45.00 0.046 ---
4.51.7 Jointing hume pipe 1000 mm dia  Joint --- 50.00 0.051 ---
4.51.8 Jointing hume pipe 1100 mm dia  Joint --- 57.60 0.061 ---
4.51.9 Jointing hume pipe 1200 mm dia  Joint --- 67.70 0.071 ---
     

stone

cum

soil 

cum

sand/fa

cum

Ca

cum

4.52 Rubble and sand filling for foundation  cum 1.020 --- 0.408  
4.53 CNS soil filling around pipes  cum --- 1.20 --- ---
4.54 CNS soil filling above pipes cum --- 1.20 --- ---
     

stone 

cum

cement

kg

sand/fa

cum

Ca

cum

4.55 Providing & fixing km stone in M-10 CC Each 0.100 24.00 0.040 0.090
4.56 Providing & fixing hm stone in M-10 CC  Each 0.010 24.00 0.040 0.090

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 honey-combs 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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