Bill of Quantities · OPW24/0125

ITEM NO.                                             DESCRIPTION                                                        UNIT QUANTITY              RATE            TOTAL
                                         SECTION 2 : CLEARING & EARTHWORKS

    2.1        Temporary fence around construction area                                                                  m           166          16.40        $    2,722.40

    2.2        Selective clearing and grubbing to roads and allotments as directed.                                      ha         1.08         6045.00       $    6,528.60

    2.3        (a) Strip topsoil 100mm thick, stockpile as required.
               (Net solid volume of cut)                                                                                 m3          480           7.70        $    3,695.76

               (b) Respread topsoil 100mm thick to verges and distrubed areas as required.
               (Net solid volume of cut)                                                                                 m3          251          17.00        $    4,270.58

               (c) Dispose of excess topsoil off site as required.                                               (Net
               solid volume of cut).                                                                                     m3          229          18.50        $    4,232.02


    2.4        Remove & dispose of redundant infrastructure and surplus material including                              Lump
               concrete kerbing, driveway crossovers, road surfacing etc.                                                                                     $ 30,000.00
                                                                                                                         Sum


    2.5        Remove & dispose of trees complete including removal, cartage, dumping, and
               backfilling and trimming of area with on site material                                                    No          94           255.00      $ 23,970.00


    2.6        Earthworks, No Bulking Factor (Net Solid Volume of Cut)
               (a) On leads to Roads and Drains                                                                          m3          794          15.20       $ 12,068.80
               (b) Imported Fill (20% Bulking Factor)                                                                    m3         1059          60.00       $ 63,540.00

    2.7        Supply and install Design and Construct Sleeper retaining wall complete                                  Lump
                                                                                                                                                              $ 25,000.00
                                                                                                                         Sum


    2.8        Construction water                                                                                       Item          1          8000.00       $    8,000.00



                                                       TOTAL SECTION 2
                                                                                                                                                              $ 184,028.15
                                                        EARTHWORKS

QUANTITIES ILLUSTRATED HEREIN ARE ESTIMATES FOR TENDERERS INFORMATION ONLY. TENDERERS ARE REMINDED THAT THIS IS A LUMP SUM CONTRACT AND ALL QUANTITIES MUST BE CONFIRMED BY THE
                                                                     TENDERER IN THEIR TENDER SUBMISSION.




                                                                                  Page 3 of 6                         STP24-0253 Estimate of Costs-Site Civil Works-Rev A.xls