REQUIREMENT OF MATERIALS



 QUANTITY OF MATERIALS FOR ADDITIONAL LEAD CHARGES

Item No Description of work Unit Quantity of materials required per unit quantity of work
WRD:    

Cement kg

Sand / FA cum CA cum Steel kg
2.9.1 Consolidation grouting tonne 1010.00 --- --- ---
2.9.2 Curtain grouting tonne   1010.00 --- --- ---
2.10 25 mm dia. dowel rod 3 m long Each 3.00 --- --- 11.85
2.11 25 mm dia. anchor rod 2.75 m long Each 2.50 --- --- 10.90
2.12 Reinforcement steel tonne --- --- --- 1025.00
     

cement kg

Sand / FA cum CA cum Plums cum
2.13 M-15 CC using 80 mm down CA for PCC cum 215.10 0.378 0.98 ---
2.14 M-10 CC using 80 mm down CA for PCC cum 194.90 0.378 0.98 ---
2.15 M-20 CC using 40 mm down CA gallery cum 306.00 0.382 0.85 ---
2.16 M-15 CC using 40 mm down CA for PCC cum 245.40 0.407 0.88 ---
2.17 M-15 plum CC using 40 mm down CA cum 209.00 0.360 0.74 0.22
2.18 M-10 CC using 40 mm down CA for PCC cum 225.20 0.430 0.88 ---
2.19 M-15 CC using 20 mm down CA cum 295.90 0.450 0.77 ---
2.20 M-20 CC using 20 mm down CA bridge cum 336.30 0.430 0.75 ---
2.21 Porous CC body drain Rm 179.70 --- 0.44 ---
2.22 .1 M-20 CC using 20 mm CA solid parapet Rm 81.80 0.101 0.18 ---
2.22.2 M-20 CC 20 mm CA ornamental parapet Rm 71.40 0.090 0.16 ---
2.23 M-25 CC 20 mm down CA wearing coat cum 368.60 0.410 0.76 ---
      Cement  kg Sand / FA cum CA cum Hume Pipe kg
2.26 Hume pipe with porous CC for weep hole Rm 1.10 0.007 0.003 32.00
      Cement kg Sand/FA cum Stones cum Steel cum
2.27 Spillway bridge expansion joint Rm --- --- --- 24.35
2.28 UCR masonry in CM 1:3 propn. cum 192.00 0.408 1.01 ---
2.29 UCR masonry in CM 1:4 propn. cum 145.40 0.409 1.01 ---
2.30 CR face masonry in CM 1:3 propn cum 179.80 0.380 1.06 ---
2.31 CR face masonry in CM 1:4 propn cum 136.40 0.380 1.06 ---
2.32 Chisel drafted CR face masonry in CM1:3 cum 167.70 0.357 1.08 ---
2.33 Chisel drafted CR face masonry in CM1:4 cum 127.30 0.357 1.08 ---
2.34.1 . Pointing in CM 1:2 propn. sqm 4.55 0.007 --- ---
2.34.2 Pointing in CM 1:3 propn.  sqm 3.33 0.007 --- ---
      Cement kg Sand / FA cum Stones  cum

Pipe / Steel kg

2.35 20 mm th plastering in CM 1:3 sqm 13.10 0.275 --- ---
2.36 Guniting 25 mm thick in CM 1:3 propn sqm 17.10 0.031 --- ---
      Soil cum Sand cum CA cum Stones  cum
2.41 Impervious hearting embankment cum 1.26 --- --- ---
2.42 Cut-off trench filling cum 1.26 --- --- ---
2.43 Semi-pervious embankment cum 1.26 --- --- ---
2.44 Semi-pervious casing cum 1.26 --- --- ---
2.45 Homogeneous embankment cum 1.26 --- --- ---
2.46 Filling adjecent to structures cum 1.26 --- --- ---
2.47 Rockfill embankment cum --- --- --- 1.02
2.48 Rock toe ( stones from quarry ) cum --- --- --- 1.02
  2.49 Rock toe (stones from dump yard) cum --- --- --- 1.02
      Cement kg Sand / FA cum CA cum Pipe / Steel kg
2.50 Open jointed hume pipe in rock-toe --- --- Rm --- --- --- 80 / ---
2.51 RCC manhole in rock-toe Each 1313.00 2.000 3.62 80 / 160
      Soil cum Sand cum CA  cum Stones cum
2.52 Cross filter drain cum --- 0.485 0.54 ---
2.53.1 Vertical / Inclined filter - Sand layer cum --- 1.020 --- ---
2.53.2 vertical / Inclined filter - 10 mm CA layer cum --- --- 1.02 ---
2.53.3 Vertical / Inclined filter - 20 mm CA layer  cum --- --- 1.02 ---
2.53.4 Vertical / Inclined filter - 40 mm CA layer cum --- --- 1.02 ---
2.53.5 Vertical / Inclined filter - 80 mm CA layer cum --- --- 1.02 ---
2.54 Filter below / behind rock toe cum --- 0.240 0.78 ---
2.55 Filter using filter fabric and 20 mm CA sqm --- --- 0.41 ---
2.56 Sand chimney filter drain cum --- 1.050 --- ---
2.57 Transition filter 900 mm thick cum --- 0.340 0.68 ---
2.58 600 mm revetment with 450 mm filter sqm --- 0.153 0.31 0.70
2.59 600 mm revetment with 600 mm filter sqm --- 0.204 0.41 0.70
2.60 600 mm riprap with 450 mm filter sqm --- 0.153 0.31 0.70
2.61 750 mm riprap with 450 mm filter sqm --- 0.153 0.31 0.88
2.62 900 mm riprap with 450 mm filter sqm --- 0.153 0.31 1.05
2.63 Hariyali turfing sqm 0.08 0.020 --- ---

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