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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