MASONRY BRICK WORK



  MASONRY BRICK WORK WITH 25CM BRICKS  (ANALYSIS OF RATES - 2006)
Sl. No Description Qunatity required Unit Rate
Rs.      P
Amount
Rs.       P
Remarks
(1) (2) (3) (4) (5) (6) (7)
1 Brick work with K.B. bricks 25cm x 12cm x 8cm
size having crushing strength not less than 75
Kg/cm2 with dimensional tolerance ± 8 percent in
cement mortar (1:3) in foundation and plinth per cum.
         
a) Material 350 nos 1000 nos 2192 767.20  
  K.B. Brick 25cm × 12cm x 8cm 0.28 cum cum 29 8.12  
  Sharp sand (screened and washed) 0.093 cum cum      
  Cement 1.33 Qtl Quintal 341 453.53  
b) Labour          
  Mason special 0.35 nos Each 85 29.75  
  Mason 2nd class 1.05 nos Each 75 78.75  
  Man mulia 1.41 nos Each 55 77.55  
  Women mulia 1.41 nos Each 55 77.55  
  Preparing mortar and getting water etc. 0.14 nos Each 55 7.70  
c) Overhead Charges @ 10 % on (a+b)       150.02  
  Total (a+b+c) =       1650.17  
        Say 1650.20 /Cum
             
2 Brick work with K.B. bricks 25cm x 12cm x 8cm
size having crushing strength not less than 75
Kg/cm2 with dimensional tolerance ±8 percent in
cement mortar (1:4) in foundation and plinth per
cum.
         
a) Material          
  K.B. Brick 25cm × 12cm x 8cm 350 nos 1000 nos 2192.00 767.20  
  Sharp sand (screened and washed) 0.28 cum cum 29.00 8.12  
  Cement 0.07 cum cum      
    1 qtl Quintal 341.00 341.00  
b) Labour          
  labour same as per item 1       271.30  
c) Overhead Charges @ 10 % on (a+b)       138.76  
  Total (a+b+c) =       1526.38  
        Say 1526.40 /cum
3 Brick work with K.B. bricks 25cm x 12cm x 8cm
size having crushing strength not less than 75
Kg/cm2 with dimensional tolerance ±8 percent in
cement mortar (1:6) in foundation and plinth per
cum.
         
a) Material          
  K.B. Brick 25cm × 12cm x 8cm 350 nos 1000 nos 2192.00 767.20  
  Sharp sand (screened and washed) 0.28 cum cum 29.00 8.12  
  Cement 0.047 cum cum      
    0.672 qtl Quintal 341.00 229.15  
b) Labour          
  labour same as per item 1       271.30  
c) Overhead Charges @ 10 % on (a+b)       127.58  
  Total (a+b+c) =       1403.35  
        Say 1403.30 /cum
4 Brick work with K.B. bricks 25cm x 12cm x 8cm
size having crushing strength not less than 75
Kg/cm2 with dimensional tolerance ±8 percent in
cement mortar (1:8) in foundation and plinth per
cum.
         
a) Material          
  K.B. Brick 25cm × 12cm x 8cm 350 nos 1000 nos 2192.00 767.20  
  Sharp sand (screened and washed) 0.28 cum cum 29.00 8.12  
  Cement 0.035 cum cum      
    0.501 qtl Quintal 341.00 170.84  
b) Labour          
  labour same as per item 1       271.30  
c) Overhead Charges @ 10 % on (a+b)       121.75  
  Total (a+b+c) =       1339.21  
        Say 1339.20 /cum
5 Brick work with K.B. bricks 25cm x 12cm x 8cm
size having crushing strength not less than 75
Kg/cm2 with dimensional tolerance ±8 percent in
cement mortar (1:12) in foundation and plinth per
cum.
         
a) Material          
  K.B. Brick 25cm × 12cm x 8cm 350 nos 1000 2192.00 767.20  
  Sharp sand (screened and washed) 0.28 cum cum 29.00 8.12  
  Cement 0.0235 cum cum      
    0.336 qtl Quintal 341.00 114.58  
b) Labour          
  labour same as per item 1       271.30  
c) Overhead Charges @ 10 % on (a+b)       116.12  
  Total (a+b+c) =       1277.32  
        Say 1277.30 /cum
6 Brick work with K.B. bricks 25cm x 12cm x 8cm
size having crushing strength not less than 75
Kg/cm2 with dimensional tolerance ±8 percent in
clay in foundation and plinth per cum.
         
a) Material          
  K.B. Brick 25cm × 12cm x 8cm 350 nos 1000 nos 2192.00 767.20  
  Clay mortar as per S/R Item No.20 in rate of material 0.32 cum cum 37.00 11.84  
b) Labour          
  Mason 2nd class 1.05 nos Each 75.00 78.75  
  Man mulia 1.05 nos Each 55.00 57.75  
  women mulia 1.05 nos Each 55.00 57.75  
c) Overhead Charges @ 10 % on (a+b)       97.33  
  Total (a+b+c) =       1070.62  
        Say 1070.60 /cum
7 Brick work with K.B. bricks 25cm x 12cm x 8cm
having crushing strength not less than 75 Kg/cm2
with dimensional tolerance ±8 percent in lime
mortar (1:2) in foundation and plinth per cum.
         
a) Material          
  K.B. Brick  350 nos 1000 nos 2192.00 767.20  
  Ghooting lime(unslaked) 0.15 cum cum 1720.00 258.00  
  Sharp sand (screened and washed) 0.3 cum cum 29.00 8.70  
             
b) Labour          
  Labour same as item No.1       271.30  
  Grinding lime mortar vide no 1 of Conc.excluding 0.3 cum cum 176.95 53.09  
  10 % OHC and 2% T&P       135.83  
c) Overhead Charges @ 10 % on (a+b)       1494.12  
  Total (a+b+c) =     Say 1494.10 /cum
             
8 Honey comb masonry with 25cm ×12cm ×8cm
size Kiln burnt bricks having crushing strength not
less than 75 kg/cm2 in cement mortrar (1:4) and
plastered with 16mm, thick cement mortar (1:6)
including white washing 2 coats Per 1 sqm
         
a) Material          
  Kiln burnt bricks as specified 61 nos 1000 nos 2192.00 133.71  
  Cement 0.02 cum 0.286 qtl Quintal 341.00 97.53  
  Sharp sand (screened and washed) 0.08 cum 1cum 29.00 2.32  
             
b) Labour 0.54 nos Each 75.00 40.50  
  Mason 2nd class 0.22 nos Each 55.00 12.10  
  Man mulia 0.32 nos Each 55.00 17.60  
  women mulia          
  White washing 2 coats with          
  shell lime excluding 10% OHC and 2% T&P 3.50 sqm 1 sqm 3.86 13.51  
c) Overhead Charges @ 10 % on (a+b)       31.73  
  Total (a+b+c) =       349.00  
        Say 349.00 /Sqm
9 Wattle and dub walling including 12mm Mud
plaster on both sides per 1sqm
         
a) Material          
  Non-sal bullah 75mm mean dia 1.31 mtr Mtr 33.00 43.23  
  Belangi bamboo 2.51cm to 7.7cm & 4m to 6m 0.54 nos 100nos 1700.00 9.18  
b) Labour          
  Man mulia for cutting Green things and brush wood 1.11 nos Each 55.00 6.05  
  Man mulia for cutting Bullahs to required size          
  spliting the bamboos fixing the bullah in the pits          
  after excavating and typing twigs etc.  1.16 nos Each 55.00 8.80  
  Women mulia for applying          
  mud plaster on both sides 1.11 nos Each 55.00 6.05  
c) Overhead Charges @ 10 % on (a+b)       7.33  
  Total (a+b+c) =       80.64  
        Say 80.60 /Sqm
10 Mud walling per 1cum clay mortar (paddle, clay
mixed with sand in suitable proportion)
1.00 cum cum 37.00 37.00  
a) Labour          
  Man Mulia 1.41 nos Each 55.00 77.55  
  Women mulia 0.71 nos Each 55.00 39.05  
b) Overhead Charges @ 10 % on (a)       15.36  
c) 2% sundries& T&P       3.07  
  Total (a+b+c) =       172.03  
        Say 172.00 /Sqm
Notes       Unit Rate  
(i) For brick masonry in superstructure add extra to wards extra
labour and scaffolding to the rate in foundation and………..
cum 33.00  
(ii) For brick arch masonry work not exceeding 1.5m. Span add
extra for scaffolding and centering to the rate for brick work in
superstrucutre.
cum 66.20  
(iii) For brick masonry in well steining add extra towards extra
labour for scaffolding and lowering materials to the rate in
foundation and plinth
cum 46.20  
(iv) For brick masonry in item for first floor and subsequent
higher floors add 15 percent extra labour over and above the
rates of next lower floor.
     
(v) For honey comb brick masonry in first floor and subsequent higher floors add 15 percent extra labour over and above the rates of next lower floor.      
(vi) For brick masonry with different quality of bricks add or subtract the difference in cost of bricks from respective items of rates.      
(vii) For brick masonry with 23cm.×11cm.×8cm. Size brick 400 nos. of bricks are required for one cum. of masonry. Labour and material components remain the same in that for respective items of brick masonry with 5cm.×12cm.×8cm.
size bricks.
     
(viii) For brick masonry work below ground level beyond 1.5m. and upto 4.5m. depth add 15 percent extra labour over and above the rates of the respective items for lowering the material.      
(ix) For brick masonry work below ground level beyond 4.5 m. and upto 7.5m. depth add 20 percent extra labour over and above the rates of the respective items for lowering the material.      
(x) 10 percent excess on the above rates will be allowed in works being executed inside jail premises.      

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