ESTIMATED COST OF BRIDGE STRUCTURE PER LINEAR METER (PESOS)
as of December 2016
Table 2.3
                 
ITEM TYPE OF BRIDGE STRUCTURE BRIDGE SITE CONDITION
DRY OR LOW HIGH OR DEEP DRY OR LOW HIGH OR DEEP DRY OR LOW HIGH OR DEEP
WATER LEVEL WATER LEVEL WATER LEVEL WATER LEVEL WATER LEVEL WATER LEVEL
NCR CAR REGION I
I. NEW CONSTRUCTION            
A. CONCRETE BRIDGE STRUCTURE            
  1.) PSC GIRDER BRIDGE WITH BORED PILE FOUNDATION                457,008.05             1,142,145.44                470,701.66             1,140,472.06                484,039.44             1,171,297.91
  2.) PSC GIRDER BRIDGE WITH R. C. PILE FOUNDATION                456,707.73             1,146,363.50                449,122.67             1,123,409.96                500,898.70             1,192,593.88
  3.) RCDG BRIDGE WITH R. C. PILE FOUNDATION                319,561.45             1,087,503.92                312,320.00             1,063,863.88                334,505.96             1,101,379.94
  4.) SINGLE SPAN RCDG BRIDGE WITH R. C. PILE FOUNDATION                268,949.49                860,650.63                260,809.98                843,215.44                281,654.24                866,822.32
        without craneway with structural craneway without craneway with structural craneway without craneway with structural craneway
       
B. STEEL BRIDGE STRUCTURE            
  1.) STEEL TRUSS WITH BORED PILE FOUNDATION                599,551.47             1,212,873.57                593,379.91             1,195,680.47                594,091.36             1,207,740.14
  2.) STEEL TRUSS WITH R. C. PILE FOUNDATION                510,582.27             1,135,486.29                500,230.65             1,113,056.32                517,446.38             1,141,966.02
  3.) STEEL GIRDER WITH BORED PILE FOUNDATION                503,916.29             1,194,477.01                516,673.01             1,191,734.22                504,487.90             1,197,009.66
  4.) STEEL GIRDER WITH R. C. PILE FOUNDATION                504,212.64             1,198,562.81                495,765.48             1,174,548.33                521,981.70             1,218,182.71
C. CONCRETE FLYOVER              
  1.) CONCRETE FLYOVER, PSCG TYPE IV, L =30M/35M PER SPAN 464,099.90 469,698.25 495,834.78
 
II. REPLACEMENT/RECONSTRUCTION      
  1.) RCD GIRDER BRIDGE add 15% to the New Construction of Bridge
2.) STEEL BRIDGE add 15% to the New Construction of Bridge
III. BRIDGE REPAIR      
  1.) BRIDGE RETROFITTING      
  a. Retrofitting of Superstucture 444,436.92 429,220.04 429,099.27
    b. Retrofitting of Substructure and Superstucture 605,171.48 590,909.84 588,542.40
  2.) REPLACEMENT OF SUPERSTRUCTURE 386,052.76 384,626.16 418,172.71
  3.) REDECKING 208,303.65 207,849.80 206,864.91
ITEM TYPE OF BRIDGE STRUCTURE BRIDGE SITE CONDITION
DRY OR LOW HIGH OR DEEP DRY OR LOW HIGH OR DEEP DRY OR LOW HIGH OR DEEP
WATER LEVEL WATER LEVEL WATER LEVEL WATER LEVEL WATER LEVEL WATER LEVEL
REGION II REGION III REGION IV-A
I. NEW CONSTRUCTION            
A. CONCRETE BRIDGE STRUCTURE            
  1.) PSC GIRDER BRIDGE WITH BORED PILE FOUNDATION                512,770.45             1,293,480.18                470,421.89             1,182,919.28                462,757.30             1,154,927.30
  2.) PSC GIRDER BRIDGE WITH R. C. PILE FOUNDATION                523,491.77             1,308,741.94                463,200.60             1,180,091.70                500,527.88             1,197,154.70
  3.) RCDG BRIDGE WITH R. C. PILE FOUNDATION                351,172.69             1,220,243.55                306,591.88             1,100,815.81                359,071.78             1,135,208.33
  4.) SINGLE SPAN RCDG BRIDGE WITH R. C. PILE FOUNDATION                297,290.72                957,123.48                259,540.62                864,710.86                294,234.06                899,237.36
        without craneway with structural craneway without craneway with structural craneway without craneway with structural craneway
       
B. STEEL BRIDGE STRUCTURE            
  1.) STEEL TRUSS WITH BORED PILE FOUNDATION                659,607.50             1,358,117.57                602,928.98             1,239,311.94                603,801.15             1,225,996.86
  2.) STEEL TRUSS WITH R. C. PILE FOUNDATION                576,078.19             1,285,413.09                514,650.42             1,162,268.73                537,707.61             1,170,452.14
  3.) STEEL GIRDER WITH BORED PILE FOUNDATION                557,823.48             1,343,880.23                506,542.86             1,224,312.68                515,478.54             1,212,931.01
  4.) STEEL GIRDER WITH R. C. PILE FOUNDATION                569,241.47             1,359,015.13                499,892.10             1,221,360.22                553,858.87             1,255,029.44
C. CONCRETE FLYOVER              
  1.) CONCRETE FLYOVER, PSCG TYPE IV, L =30M/35M PER SPAN 517,985.03 482,787.47 459,571.77
 
II. REPLACEMENT/RECONSTRUCTION      
  1.) RCD GIRDER BRIDGE add 15% to the New Construction of Bridge
2.) STEEL BRIDGE add 15% to the New Construction of Bridge
III. BRIDGE REPAIR      
  1.) BRIDGE RETROFITTING      
  a. Retrofitting of Superstucture 435,173.86 432,881.38 432,758.48
    b. Retrofitting of Substructure and Superstucture 602,900.23 591,368.86 590,075.06
  2.) REPLACEMENT OF SUPERSTRUCTURE 430,759.14 407,105.52 384,448.61
  3.) REDECKING 212,840.77 205,200.62 207,114.76
ITEM TYPE OF BRIDGE STRUCTURE BRIDGE SITE CONDITION
DRY OR LOW HIGH OR DEEP DRY OR LOW HIGH OR DEEP DRY OR LOW HIGH OR DEEP
WATER LEVEL WATER LEVEL WATER LEVEL WATER LEVEL WATER LEVEL WATER LEVEL
REGION IV-B REGION V REGION VI
I. NEW CONSTRUCTION            
A. CONCRETE BRIDGE STRUCTURE            
  1.) PSC GIRDER BRIDGE WITH BORED PILE FOUNDATION                500,016.74             1,181,340.74                505,339.66             1,206,210.88                491,561.12             1,161,380.41
  2.) PSC GIRDER BRIDGE WITH R. C. PILE FOUNDATION                505,358.06             1,191,190.47                534,866.39             1,240,273.87                548,548.21             1,222,957.74
  3.) RCDG BRIDGE WITH R. C. PILE FOUNDATION                355,162.06             1,121,591.56                363,736.79             1,150,414.08                394,506.24             1,148,037.05
  4.) SINGLE SPAN RCDG BRIDGE WITH R. C. PILE FOUNDATION                294,343.80                896,563.89                299,637.69                912,980.71                323,627.00                914,265.51
        without craneway with structural craneway without craneway with structural craneway without craneway with structural craneway
       
B. STEEL BRIDGE STRUCTURE            
  1.) STEEL TRUSS WITH BORED PILE FOUNDATION                632,676.64             1,247,496.44                611,501.09             1,243,472.99                609,924.76             1,213,484.53
  2.) STEEL TRUSS WITH R. C. PILE FOUNDATION                539,904.16             1,164,762.20                546,411.47             1,188,751.26                547,836.78             1,161,670.64
  3.) STEEL GIRDER WITH BORED PILE FOUNDATION                540,088.58             1,226,739.35                532,297.01             1,238,450.95                527,619.34             1,202,779.30
  4.) STEEL GIRDER WITH R. C. PILE FOUNDATION                546,119.81             1,236,454.24                562,488.40             1,272,388.16                585,293.71             1,264,225.53
C. CONCRETE FLYOVER              
  1.) CONCRETE FLYOVER, PSCG TYPE IV, L =30M/35M PER SPAN 492,089.71 499,857.55 487,432.60
 
II. REPLACEMENT/RECONSTRUCTION      
  1.) RCD GIRDER BRIDGE add 15% to the New Construction of Bridge
2.) STEEL BRIDGE add 15% to the New Construction of Bridge
III. BRIDGE REPAIR      
  1.) BRIDGE RETROFITTING      
  a. Retrofitting of Superstucture 434,920.93 432,894.18 434,563.44
    b. Retrofitting of Substructure and Superstucture 601,791.64 591,782.50 599,235.07
  2.) REPLACEMENT OF SUPERSTRUCTURE 402,647.91 425,322.42 402,073.71
  3.) REDECKING 212,280.20 212,121.74 211,789.66
ITEM TYPE OF BRIDGE STRUCTURE BRIDGE SITE CONDITION
DRY OR LOW HIGH OR DEEP DRY OR LOW HIGH OR DEEP DRY OR LOW HIGH OR DEEP
WATER LEVEL WATER LEVEL WATER LEVEL WATER LEVEL WATER LEVEL WATER LEVEL
REGION VII REGION VIII REGION IX
I. NEW CONSTRUCTION            
A. CONCRETE BRIDGE STRUCTURE            
  1.) PSC GIRDER BRIDGE WITH BORED PILE FOUNDATION                490,636.10             1,188,150.68                509,127.77             1,193,135.44                520,562.39             1,177,518.89
  2.) PSC GIRDER BRIDGE WITH R. C. PILE FOUNDATION                475,789.93             1,177,643.08                524,340.20             1,214,441.29                505,655.85             1,166,956.55
  3.) RCDG BRIDGE WITH R. C. PILE FOUNDATION                337,504.65             1,118,886.63                381,137.98             1,152,933.82                360,225.54             1,107,628.29
  4.) SINGLE SPAN RCDG BRIDGE WITH R. C. PILE FOUNDATION                287,327.65                892,648.88                318,821.65                921,723.93                286,696.46                899,152.31
        without craneway with structural craneway without craneway with structural craneway without craneway with structural craneway
       
B. STEEL BRIDGE STRUCTURE            
  1.) STEEL TRUSS WITH BORED PILE FOUNDATION                629,692.51             1,255,523.90                639,102.01             1,257,589.82                630,595.57             1,233,792.46
  2.) STEEL TRUSS WITH R. C. PILE FOUNDATION                531,938.76             1,168,399.79                554,847.28             1,183,326.35                533,573.99             1,145,959.86
  3.) STEEL GIRDER WITH BORED PILE FOUNDATION                541,363.03             1,244,178.86                558,330.00             1,247,624.40                565,960.54             1,228,289.35
  4.) STEEL GIRDER WITH R. C. PILE FOUNDATION                527,140.75             1,233,535.90                574,210.54             1,268,799.80                551,772.61             1,217,592.44
C. CONCRETE FLYOVER              
  1.) CONCRETE FLYOVER, PSCG TYPE IV, L =30M/35M PER SPAN 487,952.76 500,561.00 489,748.40
 
II. REPLACEMENT/RECONSTRUCTION      
  1.) RCD GIRDER BRIDGE add 15% to the New Construction of Bridge
2.) STEEL BRIDGE add 15% to the New Construction of Bridge
III. BRIDGE REPAIR      
  1.) BRIDGE RETROFITTING      
  a. Retrofitting of Superstucture 438,991.94 437,557.24 437,224.37
    b. Retrofitting of Substructure and Superstucture 606,263.13 610,985.69 605,577.43
  2.) REPLACEMENT OF SUPERSTRUCTURE 396,362.11 399,454.53 396,334.36
  3.) REDECKING 215,022.87 220,080.20 214,936.64
ITEM TYPE OF BRIDGE STRUCTURE BRIDGE SITE CONDITION
DRY OR LOW HIGH OR DEEP DRY OR LOW HIGH OR DEEP DRY OR LOW HIGH OR DEEP
WATER LEVEL WATER LEVEL WATER LEVEL WATER LEVEL WATER LEVEL WATER LEVEL
REGION X REGION XI REGION XII
I. NEW CONSTRUCTION            
A. CONCRETE BRIDGE STRUCTURE            
  1.) PSC GIRDER BRIDGE WITH BORED PILE FOUNDATION                519,337.25             1,268,632.35                559,126.29             1,247,366.98                599,402.08             1,332,357.73
  2.) PSC GIRDER BRIDGE WITH R. C. PILE FOUNDATION                525,388.39             1,279,737.93                546,499.40             1,239,766.67                613,750.18             1,351,760.31
  3.) RCDG BRIDGE WITH R. C. PILE FOUNDATION                378,548.14             1,220,488.73                362,651.58             1,135,075.14                393,537.73             1,214,753.23
  4.) SINGLE SPAN RCDG BRIDGE WITH R. C. PILE FOUNDATION                309,340.81                974,419.06                300,917.75                902,738.13                330,599.19                969,653.35
        without craneway with structural craneway without craneway with structural craneway without craneway with structural craneway
       
B. STEEL BRIDGE STRUCTURE            
  1.) STEEL TRUSS WITH BORED PILE FOUNDATION                666,736.50             1,346,106.74                655,771.96             1,275,031.73                681,640.50             1,341,047.82
  2.) STEEL TRUSS WITH R. C. PILE FOUNDATION                584,352.76             1,273,662.46                547,223.24             1,176,677.89                588,366.73             1,257,967.52
  3.) STEEL GIRDER WITH BORED PILE FOUNDATION                588,351.62             1,342,960.74                566,448.18             1,260,040.28                585,378.12             1,323,716.37
  4.) STEEL GIRDER WITH R. C. PILE FOUNDATION                595,058.60             1,353,936.71                554,506.91             1,252,312.91                600,453.73             1,342,982.15
C. CONCRETE FLYOVER              
  1.) CONCRETE FLYOVER, PSCG TYPE IV, L =30M/35M PER SPAN 503,420.09 566,086.10 591,313.25
 
II. REPLACEMENT/RECONSTRUCTION      
  1.) RCD GIRDER BRIDGE add 15% to the New Construction of Bridge
2.) STEEL BRIDGE add 15% to the New Construction of Bridge
III. BRIDGE REPAIR      
  1.) BRIDGE RETROFITTING      
  a. Retrofitting of Superstucture 438,732.06 435,868.00 440,453.08
    b. Retrofitting of Substructure and Superstucture 609,474.22 621,252.64 618,241.62
  2.) REPLACEMENT OF SUPERSTRUCTURE 402,434.75 449,879.46 495,896.20
  3.) REDECKING 218,033.69 218,920.79 220,667.00
ITEM TYPE OF BRIDGE STRUCTURE BRIDGE SITE CONDITION
DRY OR LOW HIGH OR DEEP DRY OR LOW HIGH OR DEEP    
WATER LEVEL WATER LEVEL WATER LEVEL WATER LEVEL    
REGION XIII NIR  
I. NEW CONSTRUCTION            
A. CONCRETE BRIDGE STRUCTURE            
  1.) PSC GIRDER BRIDGE WITH BORED PILE FOUNDATION                571,350.35             1,334,682.89                510,256.54             1,176,626.73    
  2.) PSC GIRDER BRIDGE WITH R. C. PILE FOUNDATION                572,748.65             1,341,214.37                538,571.12             1,209,530.05    
  3.) RCDG BRIDGE WITH R. C. PILE FOUNDATION                391,471.34             1,252,433.14                386,858.16             1,142,300.00    
  4.) SINGLE SPAN RCDG BRIDGE WITH R. C. PILE FOUNDATION                313,392.11             1,004,971.07                305,025.83                920,861.35    
        without craneway with structural craneway without craneway with structural craneway    
       
B. STEEL BRIDGE STRUCTURE            
  1.) STEEL TRUSS WITH BORED PILE FOUNDATION                698,247.73             1,395,226.05                629,311.94             1,238,104.18    
  2.) STEEL TRUSS WITH R. C. PILE FOUNDATION                605,324.22             1,311,399.32                551,376.53             1,169,445.28    
  3.) STEEL GIRDER WITH BORED PILE FOUNDATION                615,541.21             1,384,223.50                554,192.20             1,225,883.84    
  4.) STEEL GIRDER WITH R. C. PILE FOUNDATION                617,652.66             1,390,624.21                583,170.69             1,258,655.47    
C. CONCRETE FLYOVER              
  1.) CONCRETE FLYOVER, PSCG TYPE IV, L =30M/35M PER SPAN 542,448.54 484,191.46  
 
II. REPLACEMENT/RECONSTRUCTION      
  1.) RCD GIRDER BRIDGE add 15% to the New Construction of Bridge
2.) STEEL BRIDGE add 15% to the New Construction of Bridge
III. BRIDGE REPAIR      
  1.) BRIDGE RETROFITTING      
  a. Retrofitting of Superstucture 440,843.11 434,958.89  
    b. Retrofitting of Substructure and Superstucture 616,407.36 600,326.72  
  2.) REPLACEMENT OF SUPERSTRUCTURE 442,879.42 396,845.58  
  3.) REDECKING 219,608.47 211,032.01  
                   
Note:                  
  1.) The cost estimate high/deep water level condition includes Structural Steel Craneway, Structural Steel T-Platform and Cofferdamming of the footing foundation.
  2.) Cost of Replacement/Reconstruction work may be increased by 15% of the new construction cost due to removal of existing bridge structure and provision of detour and traffic management.
  3.) The price of construction materials are based on the regional average prices plus 15% mark-up for the hauling cost (3rd Quarter of CY-2016), equipment rates are based from the latest ACEL Rates (25th Edition) and labor rates are based on the approved labor rates (October 2016).
   
  4.) The estimated unit cost was derived from the assumed typical design of Bridge Structure and may be vary depending on the actual design. 
 
  5.) The retrofitting works is assumed to be designed using glass fiber reinforcement on girders.
 


Notes:
 

1.) Bridge data provided are as of  28 December 2016.

2.) "Further Assessment" refers to Bridges that are either under the circumstances of on-going construction, under major maintenance work or washed-out.

3.) National Bridges are classified into:

        Permanent Bridges - are bridges that are composed of concrete and steel.

        Temporary Bridges - are bridges consisting of timber and bailey.

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Last updated: 03/24/17.

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