EXCAVATION & CONCRETING
project
           EXCAVATION      17.63   cu.m
           FORMWORKS       71.46   sqm                       2.54
           CONCRETING       7.71   cu.m       (3000 PSI)     8.54
              LEAN          0.43   cu.m       (1500 PSI)
  ITEM       DESC.       QTY          L           W         D
    1.00   EXCAVATION       1.00       4.00        2.15      2.05
    2.00       LEAN         1.00       4.00        2.15      0.05
    3.00    EXT. WALL       1.00      12.30        0.15      2.05
    4.00    INT. WALL       3.00       1.85        0.15      1.10
    5.00      COVER         1.00       4.00        2.15    0.15
    6.00    FLOORING        1.00       4.00        2.15       0.15
BUND WALL, CATCH BASIN & DRAINAGE
        EXCAVATION         38.18 cu.m
        FORMWORKS         159.58 sqm                         2.54
        CONCRETING         14.20 sqm          (3000 PSI)     8.54
            LEAN            2.45 cu.m         (1500 PSI)
  ITEM       DESC.       QTY          L           W         D
    1.00    BUND WALL       1.00      45.33        0.60      0.90
    2.00   CATCH BASIN      6.00       0.70        0.70      0.80
    3.00     DRAINAGE       1.00      37.82        0.50      0.60
    4.00    BUND WALL       1.00      45.33        0.10      0.80
    5.00    BUND WALL       1.00      45.33        0.60      0.10
    6.00   CATCH BASIN      6.00       2.80        0.10      0.60
    7.00   CATCH BASIN      6.00       0.70        0.70      0.40
    8.00     DRAINAGE       1.00      37.82        1.50      0.10
    9.00    BUND WALL       1.00      45.33        0.60      0.05
   10.00   CATCH BASIN      6.00       0.70        0.70      0.05
   11.00     DRAINAGE       1.00      37.82        0.50      0.05
PROVISION FOR COLUMN AND FTG
         EXCAVATION        8.64    cu.m
         FORMWORKS        14.88    sqm                       2.54
         CONCRETING        3.22    sqm        (4000 PSI)     8.54
            LEAN           0.43    cu.m       (1500 PSI)
 ITEM      DESC.      QTY         L              W        D
   1.00     FTG         6.00          1.20        1.20    1.00
   2.00     FTG         6.00          1.20        1.20    0.05
   3.00     FTG         6.00          1.20        1.20    0.30
   4.00   COLUMN        6.00          0.65        0.40    0.40
PROVISION FOR SLAB
         EXCAVATION    26.40   cu.m
         FORMWORKS        -    sqm                        2.54
         CONCRETING    26.40   sqm           (3500 PSI       5
            LEAN          -    cu.m          (1500 PSI)
 ITEM      DESC.      QTY         L              W        D
   1.00    SLAB         1.00      17.20         10.23     0.15
CONCRETING WORKS
                                                                 project
  mh/m2              181.50 mh                  22.68775625
  mh/m2               65.83 mh            2.74276333333333
    FORMS (SQM)     VOL.         PSI         REMARKS               ITEM
                     17.63                                           1.00
                      0.43   1500      *lean                         2.00
            47.97     3.78   3000      *concreting                   3.00
            13.04     0.92   3000      *concreting                   4.00
            10.45     1.29   3000      *concreting                   5.00
                      1.29   3000      *concreting                   6.00
                                                                 BUND WALL, CATCH BA
  mh/m2              405.33 mh                    50.665888
  mh/m2              121.31 mh            5.05438476666667
    FORMS (SQM)     VOL.         PSI         REMARKS               ITEM
                     24.48             *excavation                   1.00
                      2.35             *excavation                   2.00
                     11.35             *excavation                   3.00
            72.53     3.63   3000      *concreting,   WALL           4.00
                      2.72   3000      *concreting,   FTG            5.00
            18.96     1.01   3000      *concreting,   WALL
                      1.18   3000      *concreting,   FLOOR
                      5.67   3000      *concreting
            68.08     1.36   1500      *lean
                      0.15   1500      *lean
                      0.95   1500      *lean
                                                                 PROVISION FOR COLUM
  mh/m2               37.80 mh                          4.7244
  mh/m2               27.46 mh                         1.14436
  FORMS (SQM)     VOL.         PSI        REMARKS            ITEM
                    8.64             *excavation               1.00
                    0.43   1500      *lean                     1.00
           8.64     2.59   4000      *concreting
           6.24     0.62   4000      *concreting
                                                            SLAB CONCRETING
mh/m2                  - mh                             0
mh/m2              131.98 mh                  5.499264375
  FORMS (SQM)     VOL.         PSI        REMARKS            ITEM
                   26.40                                       1.00
                                                            REBAR WORKS
          GRADE 40               - kg
          GRADE 60           981.74 kg             0.07 MH/Kg      68.7216966 MH
                                                                         2.86 days
                                                    ALONG L                               ALO
            DESC.          QTY.
                                         ⌀        #      lm           kg         ⌀
           EXT. WALL        1                12   54.00    3.04       145.55         12
           EXT. WALL        1                12   28.00    5.07       126.18         12
           INT. WALL        3                12   11.00    1.10        32.23         12
           INT. WALL        3                12    7.00    2.28        42.55         12
             COVER          1                12   13.00    5.37        61.95         12
           FLOORING         1                12   13.00    5.37        61.95         12
BUND WALL, CATCH BASIN & DRAINAGE
          GRADE 40               - kg
          GRADE 60         1,742.40 kg             0.07 MH/Kg      121.967915 MH
                                                                         5.08 days
                                                     ALONG L                              ALO
            DESC.          QTY.
                                         ⌀         #      lm          kg         ⌀
          BUND WALL               1.00       12     5.00  47.73       211.94
          BUND WALL               1.00       12   303.00    1.02      273.37
          BUND WALL               1.00                                               12
         CATCH BASIN              6.00       12    8.00     2.10       89.51         12
           DRAINAGE               1.00       12    9.00    39.92      319.07         12
 ROVISION FOR COLUMN AND FTG
           GRADE 40        593.02 kg               0.07 MH/Kg      41.5113754 MH
           GRADE 60            - kg                                      1.73 days
                                             ALONG L                              ALO
          DESC.     QTY.
                                  ⌀        #      lm          kg         ⌀
           FTG             6.00       16    9.00    1.80      153.38         16
         COLUMN            6.00       16    8.00    0.95       71.96         10
LAB CONCRETING
         GRADE 40   1,088.87 kg            0.07 MH/Kg      76.2210893 MH
         GRADE 60         - kg                                   3.18 days
                                             ALONG L                              ALO
          DESC.     QTY.
                                  ⌀        #      lm          kg         ⌀
           SLAB            1.00       12   34.00  18.10       546.54         12
WORKS
     ALONG W                          REBAR
                                                             REMARKS
  QTY      lm       kg       GR. 40           GR. 60
   22.00    3.88     75.86             -        221.42   transverse
   28.00    4.15    103.19             -        229.37   longitudinal
       -       -        -              -         32.23   transverse
      -        -        -              -         42.55   longitudinal
   27.00    3.52     84.32             -        146.27
   27.00    3.52     84.32             -        146.27
    ALONG W                           REBAR
                                                           REMARKS
  QTY     lm        kg       GR. 40           GR. 60
                                       -        211.94 longitudinal
                                       -        273.37 transverse
  303.00      0.6   161.44             -        161.44 ftg
    4.00    2.80     59.67             -        149.18
  253.00      1.5   337.00             -        656.07
   ALONG W                     REBAR
                                                    REMARKS
QTY      lm      kg       GR. 40       GR. 60
  9.00    1.80   153.38      306.76             -
 11.00    2.84   115.46      187.42             -
   ALONG W                     REBAR
                                                    REMARKS
QTY      lm      kg       GR. 40       GR. 60
 58.00   10.53   542.34    1,088.87             -
STEEL GRATING
      matl's     location        #        lm    total l.m   kg/m
25mmH x 5mmT    catch basin      6       7.15     42.9      0.98125
8mm x 8mm       catch basin      6       2.75     16.5       0.5024
25mmH x 5mmT     drainage        39      5.15    200.85     0.98125
8mm x 8mm        drainage        39        3       117       0.5024
                    lm       pcs 6mL
25mmH x 5mmT           292.5        49
8mm x 8mm              160.2        27
   kg
42.09563
  8.2896
197.0841
 58.7808