COST ESTIMATES FOR WORK ITEM OF PROJECTS (PESOS)
as of October 2015
Table 1.4
               
A. Preventive Maintenance              
               
SURFACE TYPE SCOPE OF WORK UNIT COST/KM. (PESOS)
NCR CAR REGION I REGION II REGION III REGION IV-A
ASPHALT/ CONCRETE Overlay 50mm        7,035,563.68        9,941,911.66       8,721,665.74       9,311,269.93        6,484,790.32         7,918,748.41
Overlay 80mm      11,162,470.90      15,783,403.71     13,860,572.27     14,795,561.48      10,315,575.40       12,604,675.56
Overlay 100mm      13,697,937.52      19,543,204.43     17,094,708.24     18,260,024.55      12,657,783.99       15,515,807.37
               
ASPHALT Overlay 50mm with minor corrections        7,661,933.60      10,486,981.88       9,256,512.34       9,850,795.01        7,056,628.57         8,477,397.36
(Assumption : Half of the existing pavement w/ corrections) Overlay 80mm with minor corrections      11,788,840.83      16,328,473.93     14,395,113.27     15,335,086.55      10,887,413.65       13,163,324.51
Overlay 100mm with minor corrections      14,324,307.44      20,088,274.65     17,629,249.24     18,799,549.62      13,229,622.24       16,074,456.31
               
CONCRETE Reblocking with overlay 50mm      10,429,920.92      13,798,284.07     12,211,859.41     13,073,186.05        9,920,239.60       11,466,916.35
(Assumption : 30% for reblocking) Reblocking with overlay 80mm      14,556,828.15      19,639,776.13     17,350,460.34     18,557,477.60      13,751,024.68       16,152,843.51
Reblocking with overlay 100mm      17,092,294.76      23,399,576.85     20,584,596.31     22,021,940.67      16,093,233.27       19,063,975.31
               
A. Preventive Maintenance              
               
SURFACE TYPE SCOPE OF WORK UNIT COST/KM. (PESOS)
REGION IV-B REGION V REGION VI REGION VII REGION VIII REGION IX
ASPHALT/ CONCRETE Overlay 50mm      12,079,506.57      12,801,752.93     10,307,679.81       8,046,016.24      10,194,024.49       12,189,864.57
Overlay 80mm      19,230,305.08      20,383,417.38     16,374,300.00     12,768,989.64      16,204,392.21       19,411,983.32
Overlay 100mm      23,832,230.58      25,264,918.75     20,254,839.61     15,728,847.82      20,049,472.74       24,036,975.70
               
ASPHALT Overlay 50mm with minor corrections      12,630,204.29      13,343,271.48     10,866,113.66       8,623,525.63      10,751,783.83       12,749,866.83
(Assumption : Half of the existing pavement w/ corrections) Overlay 80mm with minor corrections      19,781,002.81      20,924,935.92     16,932,733.85     13,346,499.03      16,762,151.55       19,971,985.58
Overlay 100mm with minor corrections      24,382,928.30      25,806,437.29     20,813,273.46     16,306,357.21      20,607,232.08       24,596,977.96
               
CONCRETE Reblocking with overlay 50mm      16,210,897.55      16,589,664.92     14,333,135.97     11,981,661.57      14,523,358.83       16,371,459.89
(Assumption : 30% for reblocking) Reblocking with overlay 80mm      23,361,696.07      24,171,329.37     20,399,756.16     16,704,634.97      20,533,726.55       23,593,578.64
Reblocking with overlay 100mm      27,963,621.56      29,052,830.74     24,280,295.77     19,664,493.15      24,378,807.08       28,218,571.03
               
A. Preventive Maintenance              
               
SURFACE TYPE SCOPE OF WORK UNIT COST/KM. (PESOS)    
REGION X REGION XI REGION XII REGION XIII    
ASPHALT/ CONCRETE Overlay 50mm      11,108,749.60      11,830,861.27     10,631,151.04     12,328,089.82    
Overlay 80mm      17,685,720.51      18,792,284.36     16,909,671.37     19,630,715.44    
Overlay 100mm      21,889,514.73      23,312,140.49     20,908,993.15     24,329,619.48    
               
ASPHALT Overlay 50mm with minor corrections      11,670,953.60      12,396,263.35     11,180,077.20     12,874,761.05    
(Assumption : Half of the existing pavement w/ corrections) Overlay 80mm with minor corrections      18,247,924.51      19,357,686.45     17,458,597.54     20,177,386.66    
Overlay 100mm with minor corrections      22,451,718.73      23,877,542.58     21,457,919.31     24,876,290.71    
               
CONCRETE Reblocking with overlay 50mm      15,100,167.13      15,547,100.20     14,585,653.67     16,130,881.26    
(Assumption : 30% for reblocking) Reblocking with overlay 80mm      21,677,138.04      22,508,523.30     20,864,174.01     23,433,506.88    
Reblocking with overlay 100mm      25,880,932.26      27,028,379.43     24,863,495.79     28,132,410.93    
               
B. Rehabilitation/Reconstruction            
               
SURFACE TYPE SCOPE OF WORK UNIT COST/KM. (PESOS)
NCR CAR REGION I REGION II REGION III REGION IV-A
ASPHALT Recon AC 50mm      11,250,627.55      15,764,736.08     12,758,934.40     14,061,879.56      10,890,273.22       12,271,322.96
(Assumption : with base failure) Recon AC 80mm      15,303,221.27      21,446,504.48     17,818,471.30     19,433,379.43      14,628,756.32       16,858,808.09
Recon AC 100mm      17,777,631.38      25,087,555.73     20,989,153.87     22,811,294.80      16,898,070.52       19,693,180.74
               
CONCRETE Reconstruction PCC 230mm      13,001,132.38      14,865,466.86     13,342,624.08     14,512,770.39      13,369,263.33       13,874,605.48
(Assumption : with base failure) Reconstruction PCC 280mm      14,840,101.90      17,052,067.31     15,270,668.11     16,634,974.67      15,223,848.41       15,837,362.52
Reconstruction PCC 300mm      15,590,117.50      17,943,314.07     16,056,685.91     17,499,616.89      15,980,635.19       16,636,322.10
               
ASPHALT Upgrade to Concrete 230mm      11,382,048.33      14,310,841.63     11,801,138.63     13,190,714.92      11,646,195.58       12,096,344.93
Upgrade to Concrete 280mm      13,386,884.14      16,857,394.94     13,904,576.97     15,562,878.49      13,702,600.82       14,272,692.10
Upgrade to Concrete 300mm      14,205,477.50      17,897,015.56     14,763,087.23     16,530,699.11      14,542,795.69       15,159,918.29
               
CONCRETE Reblocking 230mm        5,924,969.02        6,683,002.25       6,074,325.12       6,544,113.72        5,941,373.02         6,145,520.67
(Assumption : 50% reblocking) Reblocking 280mm        6,838,853.66        7,770,837.95       7,032,891.24       7,599,761.34        6,863,146.79         7,121,407.85
Reblocking 300mm        7,214,599.46        8,217,016.26       7,426,442.63       8,032,623.96        7,242,168.23         7,521,425.82
               
B. Rehabilitation/Reconstruction            
               
SURFACE TYPE SCOPE OF WORK UNIT COST/KM. (PESOS)
REGION IV-B REGION V REGION VI REGION VII REGION VIII REGION IX
ASPHALT Recon AC 50mm      16,986,174.12      18,122,132.96     15,531,841.88     12,912,350.49      15,239,880.89       17,943,770.42
(Assumption : with base failure) Recon AC 80mm      24,012,258.42      25,580,482.55     21,470,101.62     17,530,540.65      21,124,531.71       25,021,848.86
Recon AC 100mm      28,519,432.13      30,368,194.92     25,253,286.06     20,409,071.47      24,874,178.11       29,538,777.05
               
CONCRETE Reconstruction PCC 230mm      16,123,189.18      14,635,719.85     15,974,747.10     15,164,737.32      16,775,190.19       16,747,803.31
(Assumption : with base failure) Reconstruction PCC 280mm      18,476,332.12      16,755,631.25     18,214,613.66     17,351,453.35      19,252,197.59       19,092,302.80
Reconstruction PCC 300mm      19,435,925.82      17,625,477.72     19,128,422.14     18,244,313.52      20,258,345.54       20,046,648.12
               
ASPHALT Upgrade to Concrete 230mm      14,347,434.61      13,408,331.80     13,981,328.16     13,557,244.97      15,049,985.25       14,608,824.74
Upgrade to Concrete 280mm      16,969,942.26      15,801,880.26     16,495,625.83     15,973,619.60      17,799,149.31       17,259,096.94
Upgrade to Concrete 300mm      18,040,781.35      16,784,645.29     17,522,801.44     16,961,339.15      18,917,684.92       18,339,745.28
               
CONCRETE Reblocking 230mm        7,124,672.67        6,563,926.91       6,980,488.64       6,829,416.85        7,466,505.37         7,224,847.31
(Assumption : 50% reblocking) Reblocking 280mm        8,295,783.10        7,618,422.32       8,094,943.31       7,917,275.34        8,699,548.79         8,391,622.84
Reblocking 300mm        8,776,130.26        8,053,894.87       7,242,168.23       8,364,307.12        9,203,172.08         8,869,363.08
               
B. Rehabilitation/Reconstruction            
               
SURFACE TYPE SCOPE OF WORK UNIT COST/KM. (PESOS)    
REGION X REGION XI REGION XII REGION XIII    
ASPHALT Recon AC 50mm      17,087,038.72      16,732,008.83     15,742,426.82     18,373,371.03    
(Assumption : with base failure) Recon AC 80mm      23,511,264.82      23,578,511.89     21,909,062.13     25,520,063.14    
Recon AC 100mm      27,600,975.92      28,010,095.93     25,822,362.04     30,102,807.19    
               
CONCRETE Reconstruction PCC 230mm      16,170,368.92      14,276,117.52     15,447,812.33     15,036,063.85    
(Assumption : with base failure) Reconstruction PCC 280mm      18,349,794.67      16,343,057.95     17,641,537.68     17,121,696.93    
Reconstruction PCC 300mm      19,240,634.61      17,185,084.81     18,513,836.45     17,971,461.24    
               
ASPHALT Upgrade to Concrete 230mm      14,072,760.71      13,088,847.86     13,612,033.65     13,822,272.35    
Upgrade to Concrete 280mm      16,577,110.71      15,412,549.97     16,047,173.60     16,251,096.81    
Upgrade to Concrete 300mm      17,602,137.43      16,360,535.97     17,044,383.93     17,242,433.86    
               
CONCRETE Reblocking 230mm        6,892,982.82        6,451,019.90       6,854,306.31       6,579,182.43    
(Assumption : 50% reblocking) Reblocking 280mm        7,977,211.63        7,478,990.45       7,945,698.24       7,616,533.38    
Reblocking 300mm        8,423,212.20        7,900,606.17       8,394,996.86       8,041,971.92    
               
C. Road Upgrading              
               
LEVEL OF IMPROVEMENT SCOPE OF WORK UNIT COST/KM. (PESOS)
FLAT TERRAIN
    NCR CAR REGION I REGION II REGION III REGION IV-A
GRAVEL TO ASPHALT AC 50mm      10,814,354.04      15,288,251.39     12,358,178.60     13,732,529.81      10,635,949.25       12,090,860.23
AC 80mm      14,983,401.78      21,189,392.01     17,538,758.14     19,267,174.87      14,513,897.86       16,825,540.22
AC 100mm      17,533,073.17      24,976,177.00     20,788,172.60     22,752,506.78      16,874,324.90       19,756,420.57
               
GRAVEL TO CONCRETE PCC 230mm      12,878,030.66      14,961,133.39     13,281,455.84     14,670,990.44      13,574,318.23       14,209,040.22
PCC 280mm      14,921,704.29      17,351,838.66     15,414,456.90     17,021,824.87      15,675,129.85       16,434,564.95
PCC 300mm      15,753,282.86      18,324,595.31     16,282,346.89     17,978,045.63      16,530,617.98       17,339,089.44
               
LEVEL OF IMPROVEMENT SCOPE OF WORK UNIT COST/KM. (PESOS)
FLAT TERRAIN
    REGION IV-B REGION V REGION VI REGION VII REGION VIII REGION IX
GRAVEL TO ASPHALT AC 50mm      16,958,433.53      17,799,179.34     15,632,282.76     12,672,955.48      15,191,382.15       18,208,684.19
AC 80mm      24,165,410.21      25,433,717.83     21,757,400.10     17,445,865.72      21,257,937.52       25,494,467.91
AC 100mm      28,792,034.46      30,337,721.25     25,664,038.03     20,425,950.14      25,127,729.17       30,149,045.00
               
GRAVEL TO CONCRETE PCC 230mm      16,772,507.75      14,838,990.14     16,828,687.74     15,432,877.81      17,396,741.68       17,899,762.07
PCC 280mm      19,428,353.13      17,191,559.42     19,403,386.97     17,870,674.25      20,171,705.96       20,620,841.75
PCC 300mm      20,509,883.11      18,154,627.46     20,452,278.51     18,864,253.32      21,297,845.76       21,727,392.31
               
LEVEL OF IMPROVEMENT SCOPE OF WORK UNIT COST/KM. (PESOS)    
FLAT TERRAIN    
    REGION X REGION XI REGION XII REGION XIII    
GRAVEL TO ASPHALT AC 50mm      17,374,841.38      16,328,021.56     15,671,990.96     18,221,433.68    
AC 80mm      24,017,794.33      23,340,029.16     22,003,448.65     25,586,130.74    
AC 100mm      28,252,638.83      27,880,540.23     26,025,230.64     30,313,625.57    
               
GRAVEL TO CONCRETE PCC 230mm      17,386,150.52      14,332,118.94     15,990,840.87     15,604,253.07    
PCC 280mm      19,949,968.96      16,613,353.34     18,475,177.07     17,969,925.66    
PCC 300mm      20,996,203.22      17,541,017.43     19,489,613.64     18,932,328.86    
               
D. Flooded Sections (Raising of Grade and Drainage)          
               
SURFACE TYPE SCOPE OF WORK UNIT COST/KM. (PESOS)
    NCR CAR REGION I REGION II REGION III REGION IV-A
ASPHALT AC 50mm      36,420,968.38      39,288,191.28     33,931,396.30     36,673,711.86      35,557,560.33       40,828,954.20
(Assumption : raising of grade by 1.00 meter & removal/ replacement of RCPC at both sides) AC 80mm      40,630,683.00      45,213,207.28     39,127,862.89     42,226,519.43      39,474,471.19       45,599,595.13
AC 100mm      43,215,188.30      49,022,524.39     42,394,409.73     45,730,493.60      41,867,930.72       48,561,036.54
               
CONCRETE PCC 230mm      38,753,830.31      39,123,814.06     34,969,102.83     37,740,218.04      38,751,466.81       43,182,243.81
(Assumption : raising of grade by 1.00 meter & removal/ replacement of RCPC at both sides) PCC 280mm      40,881,613.20      41,568,111.42     37,142,212.53     40,134,937.32      40,932,026.64       45,481,438.99
PCC 300mm      41,748,026.26      42,563,400.76     38,027,235.46     41,109,800.91      41,820,547.84       46,416,525.11
               
SURFACE TYPE SCOPE OF WORK UNIT COST/KM. (PESOS)
    REGION IV-B REGION V REGION VI REGION VII REGION VIII REGION IX
ASPHALT AC 50mm      45,193,558.15      47,587,655.11     43,648,029.60     38,232,950.11      45,623,768.31       43,511,267.50
(Assumption : raising of grade by 1.00 meter & removal/ replacement of RCPC at both sides) AC 80mm      52,446,834.73      55,264,368.06     49,827,947.34     43,034,826.11      51,731,147.24       50,834,607.16
AC 100mm      57,110,912.68      60,203,068.85     53,777,852.40     46,041,119.78      55,634,735.67       55,520,913.90
               
CONCRETE PCC 230mm      45,304,775.78      44,899,825.62     45,193,334.01     41,187,613.72      48,093,382.17       43,447,566.29
(Assumption : raising of grade by 1.00 meter & removal/ replacement of RCPC at both sides) PCC 280mm      48,051,523.22      47,336,407.42     47,873,437.49     43,688,134.32      50,950,107.50       46,245,215.33
PCC 300mm      49,170,507.48      48,334,173.41     48,965,596.73     44,707,923.21      52,110,044.63       47,383,496.10
               
SURFACE TYPE SCOPE OF WORK UNIT COST/KM. (PESOS)    
    REGION X REGION XI REGION XII REGION XIII    
ASPHALT AC 50mm      47,619,628.35      43,501,687.43     47,256,091.05     47,313,461.81    
(Assumption : raising of grade by 1.00 meter & removal/ replacement of RCPC at both sides) AC 80mm      54,312,209.57      50,560,537.02     53,645,754.59     54,709,669.92    
AC 100mm      58,586,911.08      55,139,177.91     57,713,005.58     59,464,796.06    
               
CONCRETE PCC 230mm      47,948,999.44      41,807,799.32     47,943,921.20     44,904,880.94    
(Assumption : raising of grade by 1.00 meter & removal/ replacement of RCPC at both sides) PCC 280mm      50,609,688.71      44,181,558.63     50,539,181.00     47,336,891.70    
PCC 300mm      51,695,780.55      45,147,353.10     51,599,087.14     48,326,926.77    
               
New Road Construction              
             
SURFACE TYPE SCOPE OF WORK UNIT COST/KM. (PESOS)
NCR CAR REGION I REGION II REGION III REGION IV-A
CONCRETE PCC 230mm      21,576,146.75      20,586,419.20     18,295,007.27     19,871,264.11      21,888,466.73       22,004,956.40
PCC 230mm, w/ slope protection      28,326,485.38      26,861,213.65     24,614,691.31     25,768,936.79      27,142,463.70       28,161,023.73
               
ASPHALT AC 50mm      21,423,805.56      22,813,318.14     19,265,638.45     21,039,620.80      21,225,952.45       22,306,192.41
AC 50mm, w/ slope protection      28,359,036.54      29,266,583.47     25,754,415.29     27,105,393.76      26,642,886.45       28,632,196.07
               
SURFACE TYPE SCOPE OF WORK UNIT COST/KM. (PESOS)
REGION IV-B REGION V REGION VI REGION VII REGION VIII REGION IX
CONCRETE PCC 230mm      25,934,858.89      23,211,499.70     27,260,572.67     22,308,977.63      25,803,718.04       26,071,337.63
PCC 230mm, w/ slope protection      32,293,142.57      28,631,520.59     32,985,441.64     30,218,703.74      32,302,634.25       33,309,252.23
               
ASPHALT AC 50mm      28,900,931.87      28,332,736.70     29,133,680.70     21,861,089.26      26,332,811.53       29,805,476.77
AC 50mm, w/ slope protection      35,435,792.48      33,919,136.78     35,028,972.18     29,965,245.10      33,009,288.19       37,233,936.01
               
SURFACE TYPE SCOPE OF WORK UNIT COST/KM. (PESOS)    
REGION X REGION XI REGION XII REGION XIII    
CONCRETE PCC 230mm      27,169,287.11      23,407,413.68     26,798,908.35     22,540,134.55    
PCC 230mm, w/ slope protection      32,578,475.88      28,888,567.62     33,375,830.19     28,105,727.20    
               
ASPHALT AC 50mm      30,661,746.69      27,406,046.02     29,161,652.83     27,730,133.45    
AC 50mm, w/ slope protection      36,240,004.82      33,054,606.99     35,918,808.33     33,465,206.74    
             
Note :              
1. The price of construction materials are based on the regional average prices plus 15% mark-up for the hauling cost (2nd Quarter of CY-2015), equipment rates are based from the latest ACEL Rates (25th Edition) and labor rates are based on regional labor average  (February 2015).
2. Item A to C, the Estimated Cost excludes cost for Drainage and Slope Protection Works.
3. The Estimated Cost was assumed for a flat terrain condition. A cost factor of 10% for rolling mountainous terrain condition may be applied.  
E. Drainage and Slope Protection            
               
SURFACE TYPE SCOPE OF WORK UNIT COST/L.M. (PESOS)
NCR CAR REGION I REGION II REGION III REGION IV-A
SLOPE PROTECTION (Per Linear Meter) Grouted Riprap (H=3.00)              5,762.67              4,665.25             4,407.94             4,239.45              4,812.99               5,162.70
Stone Masonry (H=3.00)            13,297.92            11,648.85           10,907.43           10,847.91            11,455.89              12,296.04
               
DRAINAGE                        (Per Linear Meter) Grouted Line Canal (2.01x.57), v-shaped              2,053.21              1,829.09             1,655.26             1,731.73              1,836.77               1,953.53
Concrete Lined Canal (H=1.00x0.60)            10,094.26              9,168.97           10,388.46             9,484.46              8,947.48              10,319.65
RCPC (910mm. Dia.)/Manhole              7,827.04              8,199.76             7,464.24             8,006.80              7,702.48               9,842.80
               
SURFACE TYPE SCOPE OF WORK UNIT COST/L.M. (PESOS)
REGION IV-B REGION V REGION VI REGION VII REGION VIII REGION IX
SLOPE PROTECTION (Per Linear Meter) Grouted Riprap (H=3.00)              5,602.07              4,871.71             5,678.39             5,995.82              5,532.51               6,128.85
Stone Masonry (H=3.00)            13,677.12            12,023.85           13,582.83           14,035.83            13,378.56              14,685.96
               
DRAINAGE                        (Per Linear Meter) Grouted Line Canal (2.01x.57), v-shaped              2,022.14              1,817.02             2,089.93             2,155.03              2,137.84               2,244.61
Concrete Lined Canal (H=1.00x0.60)              9,987.91            10,040.71             9,601.27             9,885.32            11,337.80               9,690.51
RCPC (910mm. Dia.)/Manhole              9,003.32            10,028.86             8,375.15             8,613.35            10,403.27               8,001.43
               
SURFACE TYPE SCOPE OF WORK UNIT COST/L.M. (PESOS)    
REGION X REGION XI REGION XII REGION XIII    
SLOPE PROTECTION (Per Linear Meter) Grouted Riprap (H=3.00)              5,488.74              4,998.92             6,215.72             4,681.90    
Stone Masonry (H=3.00)            13,152.18            12,187.50           14,730.15           11,626.20    
               
DRAINAGE                        (Per Linear Meter) Grouted Line Canal (2.01x.57),v-shaped              2,125.89              1,918.90             2,182.15             1,898.69    
Concrete Lined Canal (H=1.00x0.60)              9,510.66              9,009.07             9,855.46             9,195.83    
RCPC (910mm. Dia.)/Manhole              9,747.61              8,412.93             9,976.69           10,263.22    


 

 

Notes:
 

1.) Road data provided are as of  25 November 2015.

2.) The unit of measure for Road Data is kilometers.

3.) No Assessment refers to Road Sections that are either under construction and/or segments with length below the 50-meter gauging length.

4.) National Roads are classified into:

        Primary Roads - roads that connect cities of > 100,000 population.   

        Secondary Roads - other roads which complement with the national arterial roads to provide access to main population and production centers of the country.  

        Tertiary Roads - other existing roads under DPWH which perform a local function. (In the map, these roads are represented only by letters.)

 

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Last updated: 10/25/08.

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