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ABSTRACT OF QUANTITIES
1- CALCULATIONS

1.   Excavation in Medium soil

     Quantity from BOQ item No. 1                =   1024.52 cft

     Output of one labourer working 8 hrs        =   75 cft



     04 labourers are required for 3 ½ days to
       excavate 1050 cft earth.
2.      PCC (1:4:8)
        Quantity of BOQ item No.3 (Foundations)       =   146.27 cft
        Quantity of BOQ item No.11 (Floors)           =   142.07 cft
                                       Total          =   288.34 cft
        Dry material for 100 cft of cement concrete   =   154 cft

Note:
        Materials
        (i) Cement=154x1x288.34/(100x13)              =   34.15cft
        (ii) Sand=154x4x288.34/(100x13)               =   136.62 cft
        (iii) Coarse aggregate
                       =154x8x288.34/(100x13)         =   273.25 cft
3.     Ist Class Burnt brick work in foundation
       in cement sand mortar (1:6)
       Quantity of BOQ item No.4                  =   484.21 cft

Note: Bricks for 100 cft of brick work            =   1350 Nos.
       Dry mortar for 100 cft of brik work        =   30 cft

       Material
       (i) Bricks=1350x484.21/100                 =   6537 Nos.
       (ii) Cement=30x1x484.21/(7x100)            =   20.75 cft
       (iii) Sand=30x6x484.21/(7x100)             =   124.51cft
4.     1 ½” thick PCC (1:2:4) in DPC including
       two coats of hot bitumen & 2 sheets of
       Polythene.
       Quantity of BOQ item No.5=55.50x0.125            =   6.93 cft

Note: (i) Dry material for 100 cft of cement concrete   =   154 cft
       (ii) Bitumen for 100 sft of DPC (first coat)     =   15 Kg
       (iii) Bitumen for 100 sft of DPC (second coat)   =   10 Kg

       Material
       (i) Cement=154x1x6.93/(100x7)                    =   1.52 cft
       (ii) Sand=154x2x6.93/(100x7)                     =   3.04 cft
       (iii) Coarse aggregate=154x4x6.93/(100x7)        =   6.09 cft
       (iv) Bitumen =25x55.50/100                       =   13.87 Kg
       (v) Polythene Sheet (2 x 55.5)                   =   111.0 sft
5.      Ist Class Burnt brick work in Super
        structure in cement sand mortar (1:4)


        Quantity of BOQ item No.6                  =   743.17 cft

Note:   (i) Bricks for 100 cft of brick work       =   1350 Nos.

        (ii) Dry mortar for 100 cft of brik work   =   30 cft

        Material

        (i) Bricks=1350x743.17/100                 =   10033 Nos.

        (ii) Cement=30x1x743.17/(5x100)            =   44.59 cft

        (iii) Sand=30x4x747.13/(5x100)             =   178.36 cft
6.      Reinforced cement concrete (1:2:4)
        Quantity of BOQ item No.7            =   226.39 cft

Note:   Dry material for 100 cft of cement =     154 cft
        concrete

        Materials
        (i) Cement=154x1x226.39/(100x7)      =   49.80 cft
        (ii) Sand=154x2x226.39/(100x7)       =   99.61 cft
        (iii) Coarse aggregate
                       =154x4x226.39/(100x7) =   199.22 cft
        (iv) Mild steel round bars           =   1529 lbs
                                             =   693.55 Kg
(Note: 1 Kg = 0.454 lbs)
7.      Roof insulation
        Quantity of BOQ item No.9                       =   430.72 sft

Note:   (i) Brick tiles for 100 sft roof insulation     =   360 Nos.
        (ii) Dry mortar for 100 sft                     =   9.00 cft
        (iii) Bitumen for 100 sft of DPC (first coat)   =   15 Kg
        (iv) Bitumen for 100 sft of DPC
        (second coat)                                   =   10 Kg
        Material
        (i) 1 ½” thick brick tiles                      =   1551 Nos.
        (ii) Cement=9x1x430.72/(4x100)                  =   9.69 cft
        (iii) Sand=9x4x430.72/(4x100)                   =   29.07 cft
        (iv) Bitumen =430.72/100                        =   107.68 Kg
        (v) Mud /Earth filling=430.72x0.42              =   180.90 cft
        (Vi) Polythene sheet (2 x 430.72)               =   862 sft
8.      Sand under floors
        Quantity of BOQ item No.10               =   213.11 cft
        Material
        Sand                                     =   213.11 cft
9.      1 ½” thick cement concrete (1:2:4) in
        floors
        Quantity of BOQ item No.12=457.80x0.125 =    57.23 cft



Note:   (i) 1 ½” = 0.125 ft                     =    154 cft
        (ii) Dry material for 100 cft of cement
        concrete
        Materials
        (i) Cement=154x1x57.23/(100x7)           =   12.59 cft
        (ii) Sand=154x2x57.23/(100x7)            =   25.18 cft
        (iii) Coarse aggregate
                          =154x4x57.23/(100x7)   =   50.36 cft
10.     1/2” thick cement plaster in cement sand
        mortar (1:3)
        Quantity of BOQ item No.13                          =   3197.07 sft

Note:   Dry mortar for 100 sft of ½” thick cement plaster   =   6 cft

        Material
        (i) Cement=6x1x 3197.07/(4x100)                     =   47.96 cft
        (ii) Sand=6x3x 3197.07/(4x100)                      =   143.87 cft

11.     Wood work in door, windows ventilators
        Quantity of BOQ item No.14 (i) Doors                =   56.00 sft
        Quantity of BOQ item No.14 (ii) Windows             =   63.00 sft



Note:   (i) Timber for 100 sft of Panelled Doors            =   13 cft
        (ii) Timber for 100 sft   of Glazed windows and
        Ventilators                                         =   8 cft


        Material
        (i) Timber for doors =13x56/100                     =   7.28 cft
        (ii) Timber   for   windows   and    Ventilators    =   5.04 cft
        =8x63/100
                                            Total           =   13.32 cft
12.    White wash / Distemper
       Quantity of BOQ item No.16                 =   1872.9 sft
Note: Lime for 100 sft of white wash (one coat)   =   1.00 Kg

       Material
       Lime for three coats=1x3x1872.9/100        =   56.24 Kg


13.    Weather Shield
       Quantity of BOQ item No.17                 =   1143.45 sft


14.    Earth filling under floors
       Quantity of BOQ item No.2                  =   230.87 cft

       Material
       Earth for filling                          =   230.87 cft
2- SUMMARY
S.No.   Description of material               Quantity

1.      Cement                                220.68 cft or
        (From 2,3,4,5,6,7,9,10)               177 Bags
2.      Sand                                  740.26 cft
        (From 2,3,4,5,6,7,9,10)
3.      Coarse aggregate                      528.92 cft
        (From 2,4,6,9)
4.      Mild steel round bars (item No: 6)    693.55 Kg
5       Burnt bricks 1st class                16570 Nos.
        (From 3,5)
6       1/2” thick Brick tiles (item No: 7)   1551 Nos.
7       Bitumen                               121.55 Kg
        (From 4,7)
8       Polythene sheet                       973 sft
        (From 4,7)
9.      Timber                                13.32 cft
        (item No: 11)
10.     Lime                                  56.24 Kg
        (item No: 12)

11.     Mud/Earth filling                     411.77 cft
        (From 7,13)

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Estimation

  • 2. 1- CALCULATIONS 1. Excavation in Medium soil Quantity from BOQ item No. 1 = 1024.52 cft Output of one labourer working 8 hrs = 75 cft 04 labourers are required for 3 ½ days to excavate 1050 cft earth.
  • 3. 2. PCC (1:4:8) Quantity of BOQ item No.3 (Foundations) = 146.27 cft Quantity of BOQ item No.11 (Floors) = 142.07 cft Total = 288.34 cft Dry material for 100 cft of cement concrete = 154 cft Note: Materials (i) Cement=154x1x288.34/(100x13) = 34.15cft (ii) Sand=154x4x288.34/(100x13) = 136.62 cft (iii) Coarse aggregate =154x8x288.34/(100x13) = 273.25 cft
  • 4. 3. Ist Class Burnt brick work in foundation in cement sand mortar (1:6) Quantity of BOQ item No.4 = 484.21 cft Note: Bricks for 100 cft of brick work = 1350 Nos. Dry mortar for 100 cft of brik work = 30 cft Material (i) Bricks=1350x484.21/100 = 6537 Nos. (ii) Cement=30x1x484.21/(7x100) = 20.75 cft (iii) Sand=30x6x484.21/(7x100) = 124.51cft
  • 5. 4. 1 ½” thick PCC (1:2:4) in DPC including two coats of hot bitumen & 2 sheets of Polythene. Quantity of BOQ item No.5=55.50x0.125 = 6.93 cft Note: (i) Dry material for 100 cft of cement concrete = 154 cft (ii) Bitumen for 100 sft of DPC (first coat) = 15 Kg (iii) Bitumen for 100 sft of DPC (second coat) = 10 Kg Material (i) Cement=154x1x6.93/(100x7) = 1.52 cft (ii) Sand=154x2x6.93/(100x7) = 3.04 cft (iii) Coarse aggregate=154x4x6.93/(100x7) = 6.09 cft (iv) Bitumen =25x55.50/100 = 13.87 Kg (v) Polythene Sheet (2 x 55.5) = 111.0 sft
  • 6. 5. Ist Class Burnt brick work in Super structure in cement sand mortar (1:4) Quantity of BOQ item No.6 = 743.17 cft Note: (i) Bricks for 100 cft of brick work = 1350 Nos. (ii) Dry mortar for 100 cft of brik work = 30 cft Material (i) Bricks=1350x743.17/100 = 10033 Nos. (ii) Cement=30x1x743.17/(5x100) = 44.59 cft (iii) Sand=30x4x747.13/(5x100) = 178.36 cft
  • 7. 6. Reinforced cement concrete (1:2:4) Quantity of BOQ item No.7 = 226.39 cft Note: Dry material for 100 cft of cement = 154 cft concrete Materials (i) Cement=154x1x226.39/(100x7) = 49.80 cft (ii) Sand=154x2x226.39/(100x7) = 99.61 cft (iii) Coarse aggregate =154x4x226.39/(100x7) = 199.22 cft (iv) Mild steel round bars = 1529 lbs = 693.55 Kg (Note: 1 Kg = 0.454 lbs)
  • 8. 7. Roof insulation Quantity of BOQ item No.9 = 430.72 sft Note: (i) Brick tiles for 100 sft roof insulation = 360 Nos. (ii) Dry mortar for 100 sft = 9.00 cft (iii) Bitumen for 100 sft of DPC (first coat) = 15 Kg (iv) Bitumen for 100 sft of DPC (second coat) = 10 Kg Material (i) 1 ½” thick brick tiles = 1551 Nos. (ii) Cement=9x1x430.72/(4x100) = 9.69 cft (iii) Sand=9x4x430.72/(4x100) = 29.07 cft (iv) Bitumen =430.72/100 = 107.68 Kg (v) Mud /Earth filling=430.72x0.42 = 180.90 cft (Vi) Polythene sheet (2 x 430.72) = 862 sft
  • 9. 8. Sand under floors Quantity of BOQ item No.10 = 213.11 cft Material Sand = 213.11 cft 9. 1 ½” thick cement concrete (1:2:4) in floors Quantity of BOQ item No.12=457.80x0.125 = 57.23 cft Note: (i) 1 ½” = 0.125 ft = 154 cft (ii) Dry material for 100 cft of cement concrete Materials (i) Cement=154x1x57.23/(100x7) = 12.59 cft (ii) Sand=154x2x57.23/(100x7) = 25.18 cft (iii) Coarse aggregate =154x4x57.23/(100x7) = 50.36 cft
  • 10. 10. 1/2” thick cement plaster in cement sand mortar (1:3) Quantity of BOQ item No.13 = 3197.07 sft Note: Dry mortar for 100 sft of ½” thick cement plaster = 6 cft Material (i) Cement=6x1x 3197.07/(4x100) = 47.96 cft (ii) Sand=6x3x 3197.07/(4x100) = 143.87 cft 11. Wood work in door, windows ventilators Quantity of BOQ item No.14 (i) Doors = 56.00 sft Quantity of BOQ item No.14 (ii) Windows = 63.00 sft Note: (i) Timber for 100 sft of Panelled Doors = 13 cft (ii) Timber for 100 sft of Glazed windows and Ventilators = 8 cft Material (i) Timber for doors =13x56/100 = 7.28 cft (ii) Timber for windows and Ventilators = 5.04 cft =8x63/100 Total = 13.32 cft
  • 11. 12. White wash / Distemper Quantity of BOQ item No.16 = 1872.9 sft Note: Lime for 100 sft of white wash (one coat) = 1.00 Kg Material Lime for three coats=1x3x1872.9/100 = 56.24 Kg 13. Weather Shield Quantity of BOQ item No.17 = 1143.45 sft 14. Earth filling under floors Quantity of BOQ item No.2 = 230.87 cft Material Earth for filling = 230.87 cft
  • 12. 2- SUMMARY S.No. Description of material Quantity 1. Cement 220.68 cft or (From 2,3,4,5,6,7,9,10) 177 Bags 2. Sand 740.26 cft (From 2,3,4,5,6,7,9,10) 3. Coarse aggregate 528.92 cft (From 2,4,6,9) 4. Mild steel round bars (item No: 6) 693.55 Kg 5 Burnt bricks 1st class 16570 Nos. (From 3,5) 6 1/2” thick Brick tiles (item No: 7) 1551 Nos. 7 Bitumen 121.55 Kg (From 4,7) 8 Polythene sheet 973 sft (From 4,7) 9. Timber 13.32 cft (item No: 11) 10. Lime 56.24 Kg (item No: 12) 11. Mud/Earth filling 411.77 cft (From 7,13)