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PROGRAM OF WORKS & BUDGET COST - Iligan City Circumferential Road - C3

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Program of Works & Budget Cost for the construction of the Iligan City Circumferential Road (C-3) worth P150,000,000.00, under the DPWH.
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  Republic of the PhilippinesDEPARTMENT OF PUBLIC WORKS & HIGHWAYS Region 10PROGRAM OF WORK/BUDGET COSTFOR ROAD AND BRIDGES Name of Project : NATIONAL ROADS TRAFFIC DECONGESTION, OTHER URBAN AREAS Page :1 of 2  : CONSTRUCTION OF ILIGAN CITY CIRCUMFERENTIAL ROAD, C-3 Project No. : 1001-12-H-00005 Location : ILIGAN CITY, LANAO DEL NORTE  Appropriation : Roadbed Width : 10.70 m. Thickness : Source of Fund : Pavement Width :  6.70 m. Classification : No. of Spans : Limits : Sta. 2 + 440 - Sta. 11 + 820No. of Piers :: Net Length : 11,183.98 L.M.No. of Calendar Days to Complete :  269 Calendar Days Available PartAFacilities for the EngineersProject Manager PartBOther General RequirementsProject Engineer PartCEarthworksQuantity Engineer PartDBase and Subbase CoursesMaterials Engineer PartESurface CourseLaboratory TechnicianPartFRCBCForemanPartGDrainage & Slope ProtectionSkilled PersonnelPartHMiscellaneous StructuresUnskilled PersonnelService Driver Security Personnel Plate Compactor  ESTIMATED COST OF PROPOSED WORKPart A: FACILITIES FOR THE ENGINEERS mo.PPPmo.PPP Part B: OTHER GENERAL REQUIREMENTS l.s.PPPmo.PPPmo.PPP Part C: EARTHWORKS has.PPPsq.m.PPPcu.m.PPPcu.m.PPPcu.m.PPPcu.m.PPP Part D: BASE & SUBBASE COURSES cu.m.PPP Part E: SURFACE COURSE sq.m.PPPsq.m.PPPsq.m.PPP Part F : RCBC kgs.PPPcu.m.PPPcu.m.PPPRepublic of the Philippines407Lean Concrete, Class B (for RCBC)3.00 15,788.70 5,262.90 6,778.62  405Structural Concrete Class A , (for RCBC)26.00 151,300.23 5,819.24 7,495.18  404Reinforcing Steel Bars (for RCBC)3,006.00 178,084.88 59.24 76.31  311(2)PCC Pavement(Reinforced)61.00 199,566.98 3,271.59 4,213.81  311(1)bPCC Pavement(Plain), t=230mm(Paved Shoulders)34,767.00 36,360,922.84 1,045.85 1,347.05  311(1)aPCC Pavement(Plain), t=230mm27,998.00 29,281,595.57 1,045.85 1,347.05  200Aggregate Subbase Course, t=200mm13,712.00 12,949,939.15 944.42 1,216.42  104(1)Embankment (from Roadway Excavation)18,388.00 3,006,903.89 163.53 210.62  103(6)Pipe Culverts and Drain Excavation70.00 15,573.19 222.47 286.55  103(3)Foundation Fill10.00 8,750.26 875.03 1,127.03  102(2)Surplus Common Excavation41,150.00 5,027,984.76 122.19 157.38  101(3)Removal of Existing PCCP31.00 4,191.64 135.21 174.16  100(1)Clearing and Grubbing0.48 66,105.02 137,718.80 177,381.81  SPL-3Const.of Traffic Signages/Traffic Management8.96 670,345.47 74,815.34 90,496.64  SPL-2Construction Safety and Health8.96 180,332.54 20,126.40 24,344.89  SPL-1Mobilization/Demobilization1.00 486,885.00 486,885.00 545,311.20   A.1.2Service Vehicle for Engineers, Rent-to-Own8.96 1,027,482.62 114,674.40 138,710.15   A.1.1Facilities for Engineers-Std. 1-CL School Bldg.8.96 789,250.30 88,085.97 106,548.79  SPECSDESCRIPTIONUNIT QUANTITY DIRECT COSTADJUSTEDITEM NO.TOTAL UNIT COST UNIT COSTT O T A L100.0 % Set of Traffic Devices1Stake Truck/Delivery Truck11Concrete Vibrator2Concrete Screeder1Concrete Saw/Cutter1Bar Cutter 1 Applicator Machine11Kneading Machine122.33%Water Truck112Transit Mixer40.32 % Motorized Road Grader1114.68 % Vibratory Roller1811.89 % Dumptruck (10 cu.m.)3160.43 % Payloader (1.5 cu.m.)111.23 % Bulldozer (D65A-8)117.46 % Conc.Batch.plant (30 m3/hr)11 Available DESCRIPTIONNeeded 1.67 % Backhoe 11 150,000,000P 0.230 m. National Roads  DESCRIPTION OF WORK TO BE DONE% OF EQUIPMENTPERSONNELTOTAL DESCRIPTIONNeeded  DEPARTMENT OF PUBLIC WORKS & HIGHWAYS Region 10PROGRAM OF WORK/BUDGET COSTFOR ROAD AND BRIDGES Name of Project : NATIONAL ROADS TRAFFIC DECONGESTION, OTHER URBAN AREAS Page :2 of 2  : CONSTRUCTION OF ILIGAN CITY CIRCUMFERENTIAL ROAD, C-3 : ILIGAN CITY Project No. : 1001-12-H-00005 try 145194075.399246 Location : ILIGAN CITY, LANAO DEL NORTE  Appropriation : Roadbed Width : 10.70 m. Thickness : Source of Fund : Pavement Width :  6.70 m. Classification :: Limits : Sta. 2 + 440 - Sta. 11 + 820 :: Net Length : 11,183.98 L.M.9380No. of Calendar Days to Complete : 269 Calendar Days Part F: DRAINAGE AND SLOPE PROTECTION STRUCTURES l.m.PPPl.m.PPPcu.m.PPPcu.m.PPPcu.m.PPPsq.m.PPPl.m.PPPsq.m.PPP Part G: MISCELLANEOUS STRUCTURES sq.m.PPP TOTAL ESTIMATED DIRECT COST (EDC)P  A.Direct CostPB.Quality ControlLabor (Mandays) PC.Subject SuperintendenceMaterialsPD.Total Direct Cost EquipmentsPE.Const'n. Contingencies Cons. Cont.PF.P. D. E. (1% of Appropriation)P.D.E.PG.Overhead Cont. Misc.(7% DC)POverhead Cont. Misc.PH.Contractor's Profit (8% DC)PContractor's ProfitPI.V.A.T. (12% DC+IDC)PMobilization/Demobilization (pay-item)PJ.Mobilization/Demobilization (pay-item)V. A. T. PK.Eng'g.& Adm.Overhead (3% App)PEng'g. & Adm. OverheadPLR. R. O. W.(include improvements)PR. R. O. W.PM.Total Estimated Cost PT O T A LPN.SayP Prepared by:Checked:  MARIBEL G. MONTEZA  YOLANDA T. EGAM, DM Engineer IIChief, Planning & Design Division Submitted: Verified as to Unit Cost :  EVELYN T. BARROSO, PhD. WALTER R. OCAMPO Regional Director - Region XDirector, Bureau of Construction Recommending Approval:  EUGENIO R. PIPO, JR.  Assistant Secretary for Technical Services APPROVED:  RAUL C. ASIS Undersecretary for Technical ServicesSGD -  SGDSGDSGDSGDSGD(11) 793,000.00 0.55% 145,194,075.40  (12) 145,194,075.40  100.0% 145,194,075.40  (9) 15,004,848.55 10.33%4,355,822.26 (10) 4,355,822.26 3.00%793,000.00 (7) 8,677,581.80 5.98%15,004,848.55 (8) - (5) - 0.00%7,406,165.31 (6) 7,406,165.31 5.10%8,677,581.80 (3) 21,601,246.38 14.88%(4) (1) 4,116,355.59 2.84%(2) 83,239,055.51 57.33% 108,956,657.48 BREAKDOWN OF ESTIMATED % OF 108,956,657.48  EXPENDITURESTOTAL 606(2)Pavement Markings (Reflectorized Thermoplastic)3,474.00 2,541,244.18 731.50 942.18  518(3)Vegetation14,297.00 1,442,456.19 100.89 129.95  518(2)Coco-logs/Fascine1,140.00 524,360.33 459.97 592.44  518(1)Coco-net CGN70014,297.00 2,539,855.76 177.65 228.81  506Stone Masonry(Slope Protection of Pugaan Br)289.00 900,775.01 3,116.87 4,014.53  505(5)bGrouted Riprap, Class A (for Lined Canal)3,960.00 10,087,073.17 2,547.24 3,280.85  505(5)aGrouted Riprap, Class A (for RCPC Headwall)28.00 71,322.74 2,547.24 3,280.85  500(1)bRCPC, 910 mm dia12.00 46,569.37 3,880.78 4,998.45  150,000,000P 0.230 m. National Roads500(1)aRCPC, 1220 mm dia63.00 381,997.68 6,063.46 7,809.73 

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