Page 203 - BASIC GUIDELINE FOR QS
P. 203

Quantity Surveying: Guideline for Quantity Surveyor                                                         Chapter 6


                                                        Table Q.3.a

                    Item             Description              Unit     Qty      Rate(RM)       Amount
                                                                                                 (RM)
                     A     Concrete grade 20 in column        M³        8        206.00        1648.00
                     B     12mm  diameter  high  tensile      Kg        52        2.50          130.00
                           bars in column.
                     C     10mm  diameter  high  tensile      Kg        36        3.00          108.00
                           bars in column.
                     D     6mm diameter mild steel bar in     Kg        26        2.45          63.70
                           column.
                     E     Sawn  formwork  to  sides  of      Kg        32        24.80         793.60
                           column.


                                                                              To collection    2743.30

                                                          Page C/1

                                                        Table Q.3.b

                   Item              Description            Unit      Qty     Rate(RM)         Amount
                                                                                                 (RM)
                                     Collection
                                      Page C/1                                                 2743.30
                                      Page C/2                                                 2430.00
                                      Page C/3                                                 2610.00

                                                                               To summary      7783.30

                                                          Page C/4





















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