400- international airport bid summary

8/11/2019 400- International Airport Bid Summary

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Airport Project Bid Summary



Bid Summary

International Airpor t Bid Summary

Grand Total Price: 530,872,758

Value Added Tax (%) 3.00 15,462,313

Total Price 515,410,445

Total Adjustments 0

Total Markup 105,118,777Markup (%) 12.00 49,235,000

Contingency (%) 5.00 20,514,583

Escalation (%) 7.50 30,771,875

Bonding (per 1,000) 0.40 2,043,253

Insurance (per 1,000) 0.50 2,554,066

Total Project Cost 410,291,668

Total Engineering Costs (E) 2.86 11,420,000

Total Construction Cost 398,871,668

Total Indirect Costs (I) 13.63 54,347,429

Total Direct Costs (D) 86.37 344,524,239

Item Description Quantity UOM Unit Cost Total Cost

Buildings 134,393.70 m2 1,314.51 176,661,595

D 1000 Terminal Building 79,800.00 m2 1,695.00 135,261,000

D 1010 General Aviation Building 2,100.00 m2 800.00 1,680,000

D 1020 Control Tower 1,386.00 m2 5,303.00 7,349,958

D 1030 Fire Hall & Maintenance Building 5,617.50 m2 796.00 4,471,530

D 1040 GSE-Ground Services Equipment Building 4,494.00 m2 600.00 2,696,400

D 1050 National and International Cargo Terminal 21,102.90 m2 600.00 12,661,740

D 1060 Small Buildings & Kiosks 840.00 m2 500.00 420,000

D 1070 Catering Building 9,282.00 m2 450.00 4,176,900

D 1080 Hanger 9,771.30 m2 813.00 7,944,067

Utilities 1.00 LS 24,087,248.09 24,087,248

Storm Sewer System 1.00 LS 7,765,255.25 7,765,255

Storm Sewer 7,245.00 m 801.08 5,803,828

D 2000 1050mm Concrete Sewer 1,575.00 m 485.61 764,839

D 2010 1350mm Concrete Sewer 5,103.00 m 864.91 4,413,640

D 2020 1650mm Concrete Sewer 525.00 m 1,083.95 569,071

D 2030 1950mm Concrete Sewer(Tuberia de hormig 42.00 m 1,339.93 56,277

Manholes 110.00 ea 3,012.98 331,428

D 2040 1500mm dia. manhole 15.00 EA 2,970.64 44,560

D 2050 1800mm dia. manhole 63.00 ea 3,691.88 232,588

D 2060 2400mm dia. manhole 2.00 EA 5,892.20 11,784

D 2070 Catchbasins 30.00 EA 1,416.51 42,495

Hydraulic Discharge Spillways 1.00 LS 1,630,000.00 1,630,000

D 2080 Hydraulic Discharge 1.00 LS 1,630,000.00 1,630,000

Sanitary Sewer & Waste Treatment Plant 1.00 LS 5,657,498.05 5,657,498

D 2090 300mm sanitary sewer 6,027.00 LM 94.68 570,662

D 2100 375mm sanitary sewer 924.00 LM 150.21 138,797

D 2110 450mm sanitary sewer 273.00 LM 220.28 60,137

D 2120 Sanitary sewer manholes 84.00 EA 2,973.88 249,806D 2130 Waste Treatment Plant 1.00 LS 4,638,096.23 4,638,096

Water Supply & Treatment 1.00 LS 8,616,905.49 8,616,905

Water Intake 1.00 LS 40,465.78 40,466

D 2140 Structural Excavation 157.50 m3 5.48 863

D 2150 Concrete 75.60 m3 74.88 5,661

D 2160 fc=180 kg/cm2 (Concrete Class B) 42.00 m3 123.40 5,183

D 2170 fy=4200 kg/cm2 (Reinforcing Steel) 4,504.50 kg 1.55 6,982

D 2180 Measurement Devices 2.10 m 96.91 204



Bid Summary



Value Added Tax (%) 3.00 15,462,313


Total Adjustments 0


Contingency (%) 5.00 20,514,583

Escalation (%) 7.50 30,771,875

Bonding (per 1,000) 0.40 2,043,253

Insurance (per 1,000) 0.50 2,554,066







D 2190 Mesh 243.60 m 45.17 11,003

D 2200 Metallic Floodgates 8.40 U 1,258.34 10,570

Water Supply Line 1.00 LS 5,681,202.69 5,681,203

300 dia. raw water line 1.00 LS 3,841,754.68 3,841,755

D 2210 300 dia raw water line 42,000.00 LM 91.47 3,841,755

2400 dia raw water intake manhole 1.00 LS 78,806.87 78,807

D 2220 intake manhole 2.10 EA 5,892.24 12,374

D 2230 fitting allowance 1.00 LS 50,000.00 50,000

D 2240 fitting installation 262.50 Hour 62.60 16,433

Interim flow control cell 1.00 LS 1,590,549.41 1,590,549

D 2250 Flow control cells 18.90 EA 18,505.43 349,753

D 2260 fitting allowance 18.90 EA 50,000.00 945,000

D 2270 fitting installation 4,725.00 Hour 62.60 295,797

raw water control cell 1.00 LS 170,091.74 170,092

D 2280 control cell 2.10 EA 17,726.39 37,225

D 2290 fitting allowance 1.00 LS 100,000.00 100,000

D 2300 fitting installation 525.00 Hour 62.60 32,866

Water Treatment Plant 1.00 LS 2,895,237.01 2,895,237

Water Treatment Plant 1.00 LS 1,892,664.85 1,892,665

D 2310 excavation 2,133.60 CM 4.99 10,654

D 2320 prepare subgrade 420.00 SM 0.22 94

D 2330 supply and place mudslab 42.00 CM 108.58 4,560

D 2340 form tanks 3,013.50 SM 22.87 68,928

D 2350 supply and place concrete 852.60 CM 112.31 95,757

D 2360 supply and install reinforcing steel 85,260.00 KG 1.55 132,153

D 2370 finish and cure concrete 3,013.50 SM 1.93 5,827

D 2380 backfill tanks 1,457.40 CM 26.40 38,475

D 2390 equipment supply 1.00 LS 979,702.50 979,703

D 2400 equipment installation 5,250.00 Hour 62.60 328,663D 2410 building portion - offices, control room, lab, e 296.10 SM 500.00 148,050

D 2420 roof over treatment tanks 798.00 SM 100.00 79,800

Backwash/sludge Treatment Tank 1.00 LS 962,487.15 962,487

D 2430 excavation 1,686.30 CM 4.99 8,421

D 2440 prepare subgrade 819.00 SM 0.22 183

D 2450 supply and place mudslab 81.90 CM 108.58 8,892

D 2460 form tanks 1,337.70 SM 22.87 30,597

D 2470 supply and place concrete 564.90 CM 112.31 63,445



Bid Summary



Value Added Tax (%) 3.00 15,462,313


Total Adjustments 0


Contingency (%) 5.00 20,514,583

Escalation (%) 7.50 30,771,875

Bonding (per 1,000) 0.40 2,043,253

Insurance (per 1,000) 0.50 2,554,066







D 2480 supply and install reinforcing steel 56,490.00 KG 1.55 87,560

D 2490 finish and cure concrete 1,337.70 SM 1.92 2,573

D 2500 backfill tanks 632.10 CM 26.40 16,684

D 2510 equipment supply 1.00 LS 500,000.00 500,000

D 2520 equipment installation 2,625.00 Hour 62.60 164,332

D 2530 roof over treatment tanks 798.00 SM 100.00 79,800

Perforated soakaway system 1.00 LS 17,201.24 17,201

D 2540 supply and install soakaway pipe 2,520.00 LM 1.99 5,018

D 2550 supply and install filter sand 315.00 CM 38.68 12,183

Piping 1.00 LS 22,883.77 22,884

D 2560 water line between treatment plants and stor 210.00 LM 108.97 22,884

Water Distribution 12,138.00 m 168.69 2,047,589

D 2570 450mm ductile iron watermain 6,667.50 LM 205.06 1,367,219

D 2580 300 mm ductile iron watermain 5,470.50 LM 124.37 680,370

Airside Construction 1.00 LS 127,056,965.01 127,056,965

Earthworks 18,175,500.00 m3 3.75 68,144,837

D 3000 Clearing & Grubbing 1,050.00 ha 2,374.07 2,492,775

D 3010 Unclassified Excavation (300m Free Haul)) 18,175,500.00 m3 2.94 53,512,262

D 3020 Spead & Compact Embankment 12,736,038.00 m3 0.78 9,907,535

D 3030 Overhaul 3,780,000.00 m3-km 0.31 1,186,115

D 3040 Maintain Construction Access Road 7.35 KM 142,333.43 1,046,151

Drainage 1.00 LS 2,317,666.42 2,317,666

D 3050 Structural Excavation 18,992.40 m3 2.25 42,767

D 3060 Culvert - 1200mm to 2400mm 2,362.50 LM 631.10 1,490,963

D 3070 Reinforcing Steel 756,000.00 kg 0.73 548,475

D 3080 Drainage Ditches 20,743.80 LM 5.79 120,158

D 3090 Backfill & Cleanup 5,407.50 m3 21.32 115,303

Pavements 1,638,816.90 m2 34.53 56,594,462

D 3100 Cement Treated Base 88,987.50 m3 60.00 5,339,250D 3110 Crushed Aggregate Base 864,355.80 m3 19.00 16,422,760

D 3120 Asphalt Pavement 149,622.90 m3 102.40 15,320,843

D 3130 Concrete Pavement 45mpa 155,727.60 m3 120.00 18,687,312

D 3140 Prime Coat 1,638,816.90 m2 0.25 404,296

D 3150 Pavement Markings 84,000.00 LM 5.00 420,000

Roads Infrastructure 1.00 LS 10,855,930.97 10,855,931

Main Interchange & Ramps 1.00 LS 2,956,950.10 2,956,950

Drainage 9,818.00 m 21.70 213,007



Bid Summary



Value Added Tax (%) 3.00 15,462,313


Total Adjustments 0


Contingency (%) 5.00 20,514,583

Escalation (%) 7.50 30,771,875

Bonding (per 1,000) 0.40 2,043,253

Insurance (per 1,000) 0.50 2,554,066







D 4000 Ditch Excavation 9,429.00 LM 5.79 54,617

D 4010 900mm culvert 126.00 LM 323.18 40,721

D 4020 1200mm culvert 263.00 LM 447.41 117,668

Bridges 5,275.00 m3 520.18 2,743,944

Prestessed Concrete 1,100.00 m3 1,085.87 1,194,461

D 4030 fc=350 kg/cm2 Concrete 1,100.00 m3 396.59 436,244

D 4040 Prestressing Steel 42,000.00 kg 2.00 84,000

D 4050 fy=4200 kg/cm2 Steel Reinforcement 485,100.00 kg 0.86 418,864

D 4060 Placas de neopreno (0.45x0.35x0.03 m) dur 277.20 U 208.40 57,769

D 4070 100mm Galvanized Pipe 798.00 m 55.45 44,245

D 4080 (0.40x0.20x0.20 m) Concrete Block 59,220.00 U 0.96 56,851

D 4090 R-238 (Mesh R-238) 7,392.00 m2 9.49 70,150

D 4100 Expansion Joints type III MOP 96.60 m 272.63 26,336

Substructure 4,175.00 m3 371.13 1,549,483

D 4110 Excavation & Backfill 6,930.00 m3 12.75 88,334

D 4120 Concrete Class A 4,175.00 m3 271.20 1,132,263

D 4130 fc=140 kg/cm2 para replantillos Concrete Cl 504.00 m3 652.55 328,885

Perimeter Roads 1.00 LS 934,998.12 934,998

Drainage 1.00 LS 93,435.34 93,435

D 4140 Structural Excavation 400.00 m3 10.00 4,000

D 4150 Excavation for Ditch 500.00 m3 3.00 1,500

D 4160 Concrete class A 84.00 m3 278.28 23,376

D 4170 Concrete class B 126.00 m3 283.10 35,670

D 4180 fy=4200 kg/cm2 (Steel Reinforcement) 3,570.00 kg 0.86 3,083

D 4190 1220 mm Corrugated Steel Pipe 14 Gauge) 126.00 m 204.82 25,807

Retaining Walls 435.00 m3 162.51 70,690

D 4200 Structural Excavation & Backfill) 292.00 m3 44.74 13,064

D 4210 Concrete) 435.00 m3 132.47 57,626

Pavements 42,419.00 m3 18.17 770,873D 4220 Sub-base Course Class 2 24,240.30 m3 14.94 362,180

D 4230 Base Course Class 1 18,179.70 m3 22.48 408,693

Service Roads 1.00 LS 6,963,982.75 6,963,983

D 4250 Sub-base clase 2 46,078.20 m3 26.67 1,228,767

D 4260 Sub-base Clase 1 93,630.60 m3 18.10 1,694,438

D 4270 Asphaltic Emulsion 70,803.60 l 0.65 46,372

D 4280 Asphalt Pavement 30,025.80 m3 96.19 2,888,264

D 4290 Haul Sub-Base & Base from Quarry 20,000.00 m3-km 0.85 17,000



Bid Summary



Value Added Tax (%) 3.00 15,462,313


Total Adjustments 0


Contingency (%) 5.00 20,514,583

Escalation (%) 7.50 30,771,875

Bonding (per 1,000) 0.40 2,043,253

Insurance (per 1,000) 0.50 2,554,066







D 4300 fc=180 kg/cm2 (Concrete Class B for sidewa 5,033.70 m3 189.79 955,347

D 4310 Signing and Pavement markings 1.00 LS 133,794.65 133,795

Site Improvements 1.00 LS 5,862,500.00 5,862,500

D 5000 Fencing 31,500.00 m 75.00 2,362,500

D 5010 Landscaping 1,050.00 HA 2,000.00 2,100,000

D 5020 Miscellaneous Work 1.00 GBL 200,000.00 200,000

D 5030 Final Cleanup 1.00 GBL 1,200,000.00 1,200,000

Design & Consulting 1.00 LS 11,420,000.00 11,420,000

E 6000 Design Development & Detailed Engineering 1.00 LS 10,300,000.00 10,300,000

E 6010 Design Contingencies 1.00 LS 700,000.00 700,000

E 6020 Topography Survey 1.00 LS 160,000.00 160,000

E 6030 Soil Mechanics 1.00 LS 110,000.00 110,000

E 6040 Hydrology 1.00 LS 110,000.00 110,000

E 6050 Contingency for Survey, Soils, Hydrology 1.00 LS 40,000.00 40,000

Indirect Costs & Supervision 60.00 Months 905,790.48 54,347,429

I 7000 Salaries & Benefits 60.00 MO 352,055.83 21,123,350

I 7010 Labour Premiums 60.00 MO 62,083.33 3,725,000

I 7020 Tool & Supply Allowances 60.00 MO 54,166.67 3,250,000

I 7030 Travel & Subsistence 60.00 MO 69,763.89 4,185,833

I 7040 Buildings 60.00 MO 28,194.44 1,691,667

I 7050 Office Expenses 60.00 MO 20,511.11 1,230,667

I 7060 Telephone & Communications Expense 60.00 MO 11,416.67 685,000

I 7070 Quality Control & Survey 60.00 MO 52,438.89 3,146,333

I 7080 Site Services & Utilities 60.00 MO 65,300.00 3,918,000

I 7090 Equipment Services 60.00 MO 59,815.83 3,588,950

I 7100 Hoisting & Handling 60.00 MO 18,748.19 1,124,892

I 7110 Site Yard/Access 1.00 LS 301,916.67 301,917

I 7130 Consulting Fees 1.00 LS 3,255,820.50 3,255,821

I 7140 Public Relations 60.00 Mos 2,000.00 120,000I 7150 Equipment Freight 1.00 LS 3,000,000.00 3,000,000

400- international airport bid summary

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