CHAPTER 7 PROJECT COST ESTIMATE - JICA

1 7-1 CHAPTER 7 PROJECT COST ESTIMATE GENERAL The PROJECT Cost consisting of Civil Work Cost, ROW Acquisition Cost, Administration Cost, Consultancy Cost (D/D, C/S, and etc.). The PROJECT Costs of the following two (2) options were estimated. CIVIL WORK COST 1) Unit Prices of Construction Items Unit price analysis of major construction items was undertaken. Major unit prices adopted by the study were compared with other projects/studies and shown in Table 2) Civil Work Cost Civil work cost for Option-1: Stage Development is shown in Table Civil work cost for Option-2: Full Development is shown in Table Major quantity of Option-2 by contract package is shown it Table Currency component by foreign, local and tax by construction item was determined by referencing previous studies and projects. Option-1 Stage Construction Initial Stage.

2 2-lane Construction Widening 4-lane Stage Option-2 Full Development (4-lane from the beginning) 7-2 TABLE COMPARISON OF UNIT PRICE (1/2) HIGHWAYCEARTHWORKS100(1)Clearing and Grubbingha90, 99, 92, 105, 101(1)aRemoval of Structure and , 101(1)bRemoval of Structure and Obstruction (Masonry) 101(1)dRemoval of Structure and Obstruction (Concrete Pavement) 101(2)Removal of Facilities (Tel, Electric, Billboads,Traffic sign etea5, 102(1)Unsuitable 103(1)Structure Excavation, Common 103(1)Structure Excavation, Common Material, Below 103(3)Fundation Back 104(1)eEmbankment from Borrow 1, 1, 105(1)Subgrade SUB-TOTAL (PART C)DSUBBASE AND BASE COURSE200 Aggregate Subbase 1, 202 Crushed Aggregate Base , 1, 1, 206 Cement Treated Base , 2, 2, SUB-TOTAL (PART D)ESURFACE COURSES301(1)Bituminous Prime Coat, MC-701 ( L/m2)tonne67, 51, 50, 302(2)Bituminous Tack Coat, Emulsified Asphalt, SS-1 ( L/m2)tonne67, 50, 43, 310 (1)Bituminous Concrete Binder Course, Hot Laid (t=50mm) 310 (2)Bituminous Concrete Surface Course, Hot Laid (t=50mm) 311 Portland Cement Concrete Pavement t=300 , 2, 1, 2, SUB-TOTAL (PART E)FBRIDGES400(17)b Concrete Piles cast in Drilled Holes (1200mm) excluding , 400(17))

3 C Concrete Piles cast in Drilled Holes (1500mm) excluding , 400(17)g Concrete Piles cast in Drilled Holes (1800mm) excluding , 400(17)h Concrete Piles cast in Drilled Holes (2000mm) excluding , 401(1)Railing, ( Concrete Bridge Railing) , 5, 5, 5, 404 (1)Reinforcing Steel, Grade 60 (Bridge) 404 (2)Reinforcing Steel, Grade 40 405(1)Lean Concrete, , 5, 3, 405(1)dStructural Concrete Class AA 28 Mpa for Pile Cap , 405(1)dStructural Concrete Class AA 28 Mpa for Column , 405(1)eStructural Concrete Class AA 28 Mpa for Coping , 405(1)fStructural Concrete Class AA 28 Mpa for Diaphragm , 405(1)gStructural Concrete Class AA 28 Mpa for Deck Slab , 7, 405(1)hStructural Concrete Class P 38 Mpa for , 405(1)iStructural Concrete Class P 38 Mpa for , 405(1)jStructural Concrete Class AA 21 Mpa for Parapet, Curb, , 9, 9, 8, 405(1)kNon Shrink Grout 41 Mpa including wiremesh for Girder , 406(1)aPSC Member (AASHTO Girder Type V) L = 26meach1,097, (1)bPSC Member (AASHTO Girder Type V) L = 30meach1,121, ,226, ,083, 406(1)cPSC Member (AASHTO Girder Type V) L = 35 meach1,162, ,463, 1,036, (1)dPSC Member (AASHTO Girder Type V) L = 40 meach1,563, ,688, 1,281, (3)Prestressing Tarlac-La Union Toll Expressway Unit Cost Year 2007 Plaridel Bypass Road Unit Cost Year 2010C2 PROJECT Year 2010 PAY ITEM Manila CLEX Unit Cost Year 2011 Year 2009 FS CLEX Unit Cost 7-3 TABLE COMPARISON OF UNIT PRICE (2/2) 408 Structural 412(1)bElastomeric Bearing Pad ( 606 x 306 x 60mm)

4 Pcs6, 6, SPL 414(c) Steel Girder Shoe Type Feach110, SPL 414(d) Ruber Filler (400 x 150 x 50mm) SPL 414(e) Hard Rubber Filler & Restrainer Bolts Dia 30mmsets1, SPL 416(1)a Pile Dynamic Analysiseach719, 610, SPL 416(1)b Pile Integrity Testeach43, 47, 57, SPL 417(1)b Cast Iron Deck Draineach19, SPL 417(2)a Collector Pipe ( 150mm dia PVC ) SPL 417(2)b Collector Pipe ( 200mm dia PVC ) , 1, SPL 418(a) Expansion Joint, Type A ( M80 Multiplex ) , 28, SPL 418(b) Expansion Joint, ( SR Waboflex ) , SPL 414 Metal Decking (8 mm thk) , SPL 420 Cofferdam ,000, 257,225, SUB-TOTAL (PART F)GDRAINAGE AND SLOPE PROTECTION STRUCTURES500(1)aRCPC, 610 mm , 500(1)bRCPC, 910 mm , 4, 3, 500(1)cRCPC, 1220 mm , 7, 8, 500(1)dRCBC, x , 19, 500(1)eRCBC, 2 m x 2 , 500(1)fRCBC, 3 m x 3 , 51, 50, 502(1)Manholeseach28, 29, 502(3)Catch Basin Manhole Drop Inleteach32, 504(5)aGrouted Riprap Class A (Slope Protection) , 3, 2, 3, 504(5)bGrouted Riprap Class A (Side Ditch) , 3, 3, SPL 515 Mechanically Stabilized Earth (MSE) , 6, 600aRolled Gutter (Median) 600mm x , 600(1) bAsphalt Curb Type 603(3)aSingle Metal Beam Guardrail (w/Post) , 3, 2, 2, 603(3)bDouble Metal Beam Guardrail (w/Post)

5 , 6, 603(3)cLane Divider , 604(1)Fancing (Barbed Wire) 604(2)Fancing (Chain Link) , 3, SUB-TOTAL (PART G)HMISCELLANEOUS STRUCTURES600(1)Concrete Curblm1, 605(1)aWarning Signs each14, 7, 11, 605(2)Regulatory Signseach14, 9, 11, 605(3)aInformatory Signs ( x )each285, 605(3)bInformatory Signs ( x )each388, 612(1)Reflectorized Thermoplastic Pavement , 1, 1, 612(2)Reflectorized Studs 100x400x20 1, 1, 613 Seeding with SPL 620 Concrete Barrier (New Jersey Type )lm4, SPLI nstallation of Fiber Opticlm6, SPLN oise Barrierlm48, SPL 1110 Toll Road Linghting each158, PLAZA AND SERVICE AREASPL 801 Truck Weigning Stationset3,564, SPL 1041(3)aToll Island, each138, 244, SPL 1041(4) Crash Attenuators, set45, 25, SPL 1000 Toll Booth (Type 1 )each387, 358, SPL 1010 Toll Booth ( Maxi Type 2 )each841, SPL 1020 Toll , 20, SPL 1030 Toll Collection ,000, 39,657, SPL 1040 Traffic Control ,000, 392,991, SPL 1050 Toll Plaza Lighting Systemeach307, SPL 1120 Service Area incruding Lighting System and ,000, 4,400, SPL 1130 Toll Operation ,000, SPL 1140 Toll House (4 unit)Unit4,500, TABLE CIVIL WORK COST OF OPTION-1 (1/3) 7 4 TABLE CIVIL WORK COST OF OPTION-1 (2/3)

6 7 5 TABLE CIVIL WORK COST OF OPTION-1 (3/3) 7 6 TABLEs CIVIL WORK COST BY CONTRACT PACKAGE: OPTION-2 Unit: Million Pesos at 2011 Price Foreign Cost Local Cost Tax Total Foreign Cost Local Cost Tax Total Foreign Cost Local Cost Tax Total A Facilities for BOther General C Earthworks 1, 1, 2, 1, 2, 4, D Subbase and Base ESurface Course 1, FBridge Structure 1, 2, 1, 1, 3.

7 GDrainage and Slope Protection H Miscellaneous 1, 2, 5, 2, 3, 5, 4, 5, 1, 11, IToll Plaza and Service 8 1, 2, 5, 2, 3, 6, 4, 6, 1, 11, Package 1 Package 2 TotalTotalGrand Total7 77 8 TABLE MAJOR QUANTITIES BY CONTRACT PACKAGE: OPTION-2 Package 1 Package 2 Total Unsuitable , 547, 817, Embankment from Barrow ,745, 2,475, 4,221, Subbase and Base Aggregate Subbase , 203, 382, Crushed Aggregate Base , 123, 183, Cement Treated Base , 68, 102, Surface Course Bitumimous Concrete Binder Course (t=50mm) , 478, 713, Bitumimous Concrete Surface Course (t=50mm) , 368, 607, Bridge Concrete Piles Cast in Drilled Holes ( 1200mm) , 9, Reinforcing Steel, Grade 60 (Bridge)

8 Kg11,313, 6,466, 17,779, Structural Concrete Glass AA for Deck , 9, Structural Concrete Glass AA for , 2, 7, Structural Concrete Glass AA for Box , 47, 75, AASHTO Girder Type V, L= Drainage and Slope Protection RCPC ( 1200mm) , 5, 9, Grouted Riprap Class A (Slope Protection) , 6, 27, Grouted Riprap Class A (Side Ditch) , 36, 56, Single Metal Beam , 42, 64, Double Metal Beam , 19, 28, , 41, 64, Miscellaneous Warning Regulatory Reflectorial Thermoplastic Pavement , 30, 47, ItemsUnitQuantity 7 9 ROW ACQUISITION COST ROW acquisition cost was estimated as shown in Table TABLE COST ESTIMATION OF ROW ACQUISITION Acquired areaZonal ValueMarket ValueCostA (m2)Z (Peso/)

9 Z 200%-250%LAC Tarlac I/C29, ,262, 0+184 - 1+800 96, 142 28427,536, 1+180 - 7+640 350, 142 28499,513, 5, 142 2841,624, 7+640 - 8+580 56, 142 28416,017, 8+580 - 19+900 675, 142 284191,870, 3, 200 5001,800, HouseAliaga I/C 30, 142 2848,686, 1, 200 500538, HousesSta. 19+900 - 26+000 361, 142 284102,580, 4, 200 5002,400, HousesCabanatuan City Bypass I/C 37, 142 28410,563, 1, 200 500542, HouseSta. 26+000 - 30+429 260, 142 28474,106, 4, 200 5002,400, HousesCabanatuan I/C 89, 142 28425,407, 2, 200 5001,107, ,011, ,959, Revision IIIL ocationRemarksIssued by LGUS treet/SubdivisionVicinityPaddy FieldRegion III ADMINISTRATIVE COST Administrative cost was estimated as follows; Option-1: of civil work cost of total initial stage civil work cost Option-2: of civil work cost of 4-lane construction.

10 CONSULTANCY COST Various consultancy services are required as follows; Option-1: STAGE CONSTRUCTION Initial Stage: 2-lane construction utilizing Japan s ODA 1) Detailed Design 2) Tender Assistance for Selection of Civil Work Contractor 3) Review of Detailed Design and Construction Supervision 4) Transaction Advisory Services for Selection of Concessionaire Bid Document Preparation 7 10 Tender Assistance 5) Design and Construction Supervision of Toll Facility Installation (Private Sector) 6) Independent Consultant for Toll Facility Installation (Cost shall be shared by the Government and the Concessionaire) Widening to 4-lane stage 7) Independent Consultant for Detailed Design Stage and Construction Stage (cost shall be shared by the Government and the Concessionaire) 8) Detailed Design for Widening (Concessionaire) 9) Construction S