RONALD'S

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					Project                  :     Proposed Two-Storey Residence        Total Area                 :    225 sq. m.
Owner of Project     :        Mr. Rudy L. Cariaga
Submitted by         :        Ronald L. Robles (20009 - 00848 - MN -Section
                                                                     0)                        :      BSCE 2 - 1
                                       Name and Student Number




                COST ESTIMATE
                                          MEASURE                MATERIAL                    LABOR
  DESCRIPTION                             QTY         UNIT COST AMOUNT UNIT COST AMOUNT
                                                   UNIT
CIVIL WORKS
  EXCAVATION (including
                                         207.00    cu.m.   300.00    62,100.00    120.00           24,840.00
  catch basin,septic tank, etc.)
 BACKFILL(with compaction)               141.96    cu.m.   150.00    21,294.00     60.00           8,517.60
 GRAVEL BEDDING                           23.40    cu.m.   580.00    13,572.00    232.00            5,428.80
Sub-total                                                            96,966.00                     38,786.40
STRUCTURAL WORKS
CONCRETING
  Footings (4000 psi)                     55.00    cu.m. 3,429.00   188,620.00    1,371.00         75,448.00
                             Cement       660      bags 212.00      139,920.00      84.80          55,968.00
                               Sand        28      cu.m. 600.00      16,800.00     240.00           6,720.00
                              Gravel       55      cu.m. 580.00      31,900.00     232.00          12,760.00
  Columns (3500 psi)
                                          14.40    cu.m. 2,596.00    37,392.00    1,038.00         14,956.80
  [including FTB and WF]
                             Cement       121      bags 212.00       25,652.00      84.80          10,260.80
                               Sand         7      cu.m. 600.00       4,200.00     240.00           1,680.00
                              Gravel       13      cu.m. 580.00       7,540.00     232.00           3,016.00
  Beams (3500 psi)                         9.21    cu.m. 3,363.00    30,968.00    1,345.00         12,387.20
                             Cement        99      bags 212.00       20,988.00      84.80           8,395.20
                               Sand         6      cu.m. 600.00       3,600.00     240.00           1,440.00
                              Gravel       11      cu.m. 580.00       6,380.00     232.00           2,552.00
  Suspended Slabs                         26.61    cu.m. 2,001.00    53,272.00     800.00          21,308.80
    (3500 psi)               Cement       171      bags 212.00       36,252.00      84.80          14,500.80
                               Sand        10      cu.m. 600.00       6,000.00     240.00           2,400.00
                              Gravel       19      cu.m. 580.00      11,020.00     232.00           4,408.00
  Slabs on Fill(2500 psi)                  8.56    cu.m. 2,886.00    24,700.00    1,154.00          9,880.00
                             Cement        75      bags 212.00       15,900.00      84.80           6,360.00
                               Sand         5      cu.m. 600.00       3,000.00     240.00           1,200.00
                              Gravel       10      cu.m. 580.00       5,800.00     232.00           2,320.00
Sub-total                                                            334,952.00                    133,980.80
REBAR WORKS
 Footings & Columns
  [including FTB and WF]
  Ø 16 mm F/L Bars x 6m                 2,717.89   kgs     35.00     95,126.15     14.00           38,050.46
  Ø 12 mm F/L Bars x 6m                  133.25    kgs     35.00      4,663.75     14.00            1,865.50
  Ø 10 mm F/L Bars x 6m                  610.50    kgs     35.00     21,367.50     14.00            8,547.00
  Beams
  Ø 20 mm F/L Bars x 6m                 1,080.40   kgs     35.00     37,814.00     14.00           15,125.60
  Ø 16 mm F/L Bars x 6m                  814.42    kgs     35.00     28,504.70     14.00           11,401.88
  Ø 12 mm F/L Bars x 6m                   42.64    kgs     35.00      1,492.40     14.00             596.96
  Ø 10 mm F/L Bars x 6m                  662.30    kgs     35.00     23,180.50     14.00            9,272.20
  Suspended Slabs
  Ø 12 mm F/L Bars x 6m                  1,886.8   kgs     35.00     66,038.70     14.00           26,415.48
  Slab on Fill
  including slabs of ST & CB
  Ø 10 mm F/L Bars x 6m                  580.90    kgs     35.00     20,331.50     14.00           8,132.60
 CHB Walls
  Ø 10 mm F/L Bars x 6m        1,165.50   kgs     35.00     40,792.50      14.00     16,317.00
 G.I. Wires                     195.00    kgs     50.00     9,750.00       20.00      3,900.00
Sub-total                      9889.62    kgs              349,061.70                139,624.68
FORMWORKS
     with Scaffolding
 Columns
      Plywood (1.2m x 2.4m)      42       bags    330.00    13,860.00     132.00      5,544.00
           2" x 3" Lumber       462       bags     35.00    16,170.00      14.00      6,468.00
           2" x 2" Lumber      3,409      cu.m.    35.00   119,315.00      14.00     47,726.00
 Beams
      Plywood (1.2m x 2.4m)      49       bags    330.00    16,170.00     132.00      6,468.00
           2" x 3" Lumber       501       bags     35.00    17,535.00      14.00      7,014.00
           2" x 2" Lumber      1,627      cu.m.    35.00    56,945.00      14.00     22,778.00
 Slabs
      Plywood (1.2m x 2.4m)      27       bags    330.00     8,910.00     132.00      3,564.00
           2" x 3" Lumber       683       cu.m.    35.00    23,905.00      14.00      9,562.00
Sub-total                                                  272,810.00                109,124.00
MASONRY WORKS
 6" Thk. CHB                   4,868      pcs     11.00     53,548.00         4.40   21,419.20
 Cement Topping                27.26      cu.m. 4,072.00   111,008.00     1,628.80   44,402.39
                   Cement       242       bags 212.00       51,304.00       84.80    20,521.60
                      Lime      242       bags 212.00       51,304.00       84.80    20,521.60
                      Sand       14       cu.m. 600.00       8,400.00      240.00     3,360.00
 Cement Plastering             56.16      cu.m. 2,085.00   117,148.00      834.00    46,837.44
                   Cement       479       bags 212.00      101,548.00       84.80    40,619.20
                      Sand       26       cu.m.   600.00    15,600.00     240.00      6,240.00
Sub-total                                                  281,704.00                112,681.60
ROOFING WORKS
 G.I. Sheets                      8        pcs    261.00    2,088.00      104.40      835.20
 Rivets                       144.00      cu.m.    0.50       72.00         0.20       28.80
 G.I. Washers                   2.29      bags    198.00     453.42        79.20      181.37
 G.I. Straps                    0.38      bags    165.00      61.88        66.00       24.75
 Lead Washers                   1.92      cu.m.   210.00     403.20        84.00      161.28
 Gutter                         3.00      bags    572.00    1,716.00      228.80      686.40
 Flashing                       3.00      bags    320.00     960.00       128.00      384.00
 Trusses
         1/4" x 2" x 2" L-bar   9.00      bags    950.00     8,550.00     380.00      3,420.00
 1/4" x 1 1/2" x 1 1/2" L-bar   5.00      bags    930.00     4,650.00     372.00      1,860.00
         1/4" x 2" x 2" T-bar   4.00      cu.m.   990.00     3,960.00     396.00      1,584.00
Sub-total                                                   22,914.50                 9,165.80

      TOTAL                                                1,358,408.20              543,363.28
(Direct Materials and Labor)

                                10% Overhead Mark up            222,116.73
                                12% Contractor's Profit         266,540.08
                                  3% Contingencies               66,635.02
                                   GRAND TOTAL                 2,776,459.13

                                     Total Area               225 sq. meters
                                   Cost / sq. meter             9,871.00
225 sq. m.

BSCE 2 - 1




ATE
              TOTAL
             AMOUNT

             86,940.00

             29,811.60
              19,000.80
             135,752.40



             264,068.00
             195,888.00
              23,520.00
              44,660.00

             52,348.80

             35,912.80
              5,880.00
             10,556.00
             43,355.20
             29,383.20
              5,040.00
              8,932.00
             74,580.80
             50,752.80
              8,400.00
             15,428.00
             34,580.00
             22,260.00
              4,200.00
              8,120.00
             468,932.80




             133,176.61
               6,529.25
              29,914.50

             52,939.60
             39,906.58
              2,089.36
             32,452.70

             92,454.18



             28,464.10
 57,109.50
 13,650.00
488,686.38




 19,404.00
 22,638.00
167,041.00

 22,638.00
 24,549.00
 79,723.00

 12,474.00
 33,467.00
381,934.00


 74,967.20
155,410.39
 71,825.60
 71,825.60
 11,760.00
163,985.44
142,167.20
 21,840.00
713,781.43


  2,923.20
   100.80
   634.79
    86.63
   564.48
  2,402.40
  1,344.00

 11,970.00
  6,510.00
  5,544.00
 32,080.29

2,221,167.30

				
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posted:10/13/2010
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Description: cost estimate Construction Works Engineering Students Polytechinic University of the Philippines BSCE Section 1 Batch 2014