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Sindangan-Liloy Road-117.32M.Xlsx

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Sindangan-Liloy Road-117.32M.Xlsx Department of Public Works and Highways Bureau : DPWH Region : IX District/City : Zamboanga City PROGRAM OF WORK (For all types of Project) NAME/LOCATION OF PROJECT : Approriation : P 117,320,000.00 Source of Funds : CY-2017 Upgrading (Asphalt to Concrete) including Drainage of Issued Obligated Authority : Sindangan - Liloy Road, Zamboanga del Norte, 2nd DEO Released : Cal. Days to Complete : 207.00 Cal. Days PROJECT CATEGORY : Desirable Starting Date : Upon Approval NATIONAL ROAD Mode of Implementation : PROJECT DESCRIPTION : NET LENGTH : K1943+560.43 - K1945+067.26 Scope of Work : Road Widening K1946+000.00 - K1946+833.24 Road Width : K1958+754.00 - K1959+000.00 Roadbed Width : K1959+679.00 - K1961+054.86 Subbase Course : 0.30 mtrs thick Surface Course : 0.15 mtrs thick Net Length :3,961.93 ln.m. /3.962 km MINIMUM EQUIPMENT REQUIREMENT : TECHNICAL PERSONNEL REQUIRED : DESCRIPTION NO. DESCRIPTION NO. DESCRIPTION NO. Dumptruck (10 Wheeler)10 Water Pump1 Project Engineer 1 Bullduzer2 Portable Screed1 Materials Engineer 1 Backhoe3 Concrete Vibrator2 Geometric Control 1 Road Grader2 Concrete Cutter2 Foreman 1 Road Roller2 Bar Cutter1 Materials Lab. Tech 1 Pay Loader4 Bar Bender1 Mason 10 Water Truck2 Conc. Mixer (1-Bagger)2 Carpenter 6 Water Tank2 Plate Compactor1 Laborers (Skilled) 10 Transit Mixer 4 Laborers (Unskilled) 20 ESTIMATED COST OF PROPOSED WORK DIRECT COST ITEM NO. DESCRIPTION % OF TOTAL UNIT QUANTITY TOTAL UNIT COST 101(2) Removal of Existing Headwall 0.019 each 6.00 15,917.30 2,652.88 Removal of Actual Structures/Obstruction 101(4)a (Existing RCPC, 610mm) 0.004 each 10.00 3,707.01 370.70 101(3)c2 Removal of Existing AC Pavement 1.419 sq. m. 24,167.50 1,169,547.09 48.39 103 (1a) Structure Excavation 0.003 cu.m. 10.00 2,301.16 230.12 103(3) Foundation Fill 0.005 cu.m. 3.50 4,270.04 1,220.01 103(6)a Pipe Culvert and Drain Excavation 0.008 cu.m. 29.00 6,673.35 230.12 104(1)a1 Embankment (from excavation) 0.445 cu.m. 1,617.50 366,661.74 226.68 104(1)b1 Embankment (Common Borrow) 6.022 cu.m. 5,093.00 4,963,209.99 974.52 105(1)a Subgrade Preparation 0.745 sq.m. 32,728.00 614,091.83 18.76 200 (1) Aggregate Subbase Course 25.435 cu.m. 15,824.50 20,962,778.45 1,324.70 300 (1) Aggregate Surface Course 3.245 cu.m. 1,804.50 2,674,727.34 1,482.25 Portland Cement Concrete Pavement-using 311(1)e1 Conventional Method, 0.28m thick 53.872 sq.m. 27,426.00 44,400,155.96 1,618.91 Portland Cement Concrete Pavement, 0.15m. 311(1)a Thick 1.125 sq.m 1,042.00 927,010.23 889.65 404 (1b) Reinforcing Steel Bar, Grade 60 0.390 kg. 6,334.00 321,569.61 50.77 405(1)a3 Structural Concrete, Class A 0.724 cu.m 85.00 597,038.13 7,023.98 407(1) Concrete Structure 0.062 cu.m 6.00 50,832.37 8,472.06 500(1)b3 RC Culvert Pipe, 910 mm (36" dia.) 0.127 ln.m 34.00 104,962.50 3,087.13 505(5)a Grouted Riprap, Class A 0.433 cu.m 100.00 356,460.77 3,564.61 505(5)b Grouted Riprap, Class A, 0.15m. Thk 0.022 cu.m 5.00 17,823.04 3,564.61 506 (1) Stone Masonry 0.234 cu.m 44.50 193,080.34 4,338.88 611(1) Trees (Furnishing and Transplanting) 1.957 each 397.00 1,612,790.67 4,062.45 Reflectorized Thermoplastic Pavement 612(1) 0.875 sq.m 990.00 721,526.16 728.81 Markings (White) Reflectorized Thermoplastic Pavement 612(2) 0.140 sq.m 158.50 115,517.07 728.81 Markings (Yellow) Construction of Field Office for the A.1.1(3) 0.494 LS 1.00 406,885.98 406,885.98 Engineer Provision of Furniture, Equipment & A.1.1(11) 0.297 LS 1.00 244,863.32 244,863.32 Appliances for Field Engineers Operation & Maintenance of Gov't. A.1.2 (5) 0.330 LS 1.00 272,183.99 272,183.99 Service Vehicle B.5 Project Billboard 0.005 Unit 2.00 4,492.90 2,246.45 B.7 Construction Safety and Health Program 0.203 L.S 1.00 167,436.12 167,436.12 B.9 Mobilization and Demobilization 1.180 L.S 1.00 972,312.00 972,312.00 B.4 (1) Construction Survey and Staking 0.178 Km. 3.96 146,548.22 36,989.10 TOTAL 100.000 P 82,417,374.68 Name of Project : Upgrading (Asphalt to Concrete) including Drainage of Sindangan - Liloy Road, Zamboanga del Norte, 2nd DEO Station Limits : K1943+560.43 - K1945+067.26 K1946+000.00 - K1946+833.24 K1958+754.00 - K1959+000.00 K1959+679.00 - K1961+054.86 BREAKDOWN OF ESTIMATED EXPENDITURES % OF TOTAL AMOUNT I. ESTIMATED COST A. DIRECT COST A.1 Materials 58.16 68,236,987.63 A.2 Labor 1.14 1,342,870.90 A.3 Equipment Expenses 10.94 12,837,516.16 SUB-TOTAL (DIRECT COST) 70.25P 82,417,374.68 B. INDIRECT COST (Per DO # 197 s. 2016) B.1 Overhead, Contingency & Misc. 6.88 8,076,057.92 (10% Max. of D.C.) B.2 Profit (8% Max. D.C.) 5.52 6,474,241.23 C. VAT (5% of D.C. and I.C. per D.O. # 197) 4.13 4,848,383.69 SUB-TOTAL (CONTRACT COST) 86.78P 101,816,057.53 II. ESTIMATED GOVERNMENT EXPENDITURES 1 Engineering and Administrative Overhead (3.5%) 3.50 4,106,200.00 2 Detailed Engineering (1%) 3 Reserved for the Payment of RROW) 1.70 2,000,000.00 4 Physical Reserved 8.01 9,397,742.47 TOTAL ESTIMATED PROJECT COST 100.00P 117,320,000.00 Prepared by: Submitted by: JERALD R. BARRERA LEONCIO B. SOLAMILLO Engineer II Chief, Construction Division Recommending Approval: APPROVED: CAYAMOMBAO D. DIA JORGE U. SEBASTIAN, JR., CESO III OIC-Assistant Regional Director Regional Director 82,417,374.68 82,417,374.68 - 19,398,682.85 19,398,682.85 - 101,816,057.53 101,816,057.53 - 9,397,742.47 APPROVED BUDGET FOR THE CONTRACT Upgrading (Asphalt to Concrete) including Drainage of Sindangan - Liloy Road, Zamboanga del Norte, 2nd DEO Project Name and Location Station Limits : K1943+560.43 - K1945+067.26 K1946+000.00 - K1946+833.24 K1958+754.00 - K1959+000.00 K1959+679.00 - K1961+054.86 Length : 3,961.93 ln.m. Contract Duration :207.00 Calendar Days Estimated Direct MARK-UP IN PERCENT TOTAL MARK-UPS Item No. Description Quantity Unit VAT TOTAL INDIRECT COST TOTAL COST TOTAL COST Cost OCM PROFIT % VALUE (1) (2) (3) (4) (5) (6) (7) (8) (9) = (5)X(8) (10) = [(5)+(9)]*5% (11) = (9) + (10) (12) = (5) + (11) (13) = (12) / (3) PART A FACILITIES FOR THE ENGINEER 10.00 8.00 18.00 A.1.1(3) Construction of Field Office for the Engineer 1.00 LS 406,885.98 10.00 8.00 18.00 73,239.48 24,006.27 97,245.75 504,131.73 504,131.73 A.1.1(11) Provision of Furniture, Equipment & Appliances for Field Engineers 1.00 LS 244,863.32 0.00 0.00 0.00 - 12,243.17 12,243.17 257,106.49 257,106.49 A.1.2 (5) Operation & Maintenance of Gov't. Service Vehicle 1.00 LS 272,183.99 0.00 0.00 0.00 - 13,609.20 13,609.20 285,793.19 285,793.19 TOTAL OF PART A 923,933.29 73,239.48 49,858.64 123,098.11 1,047,031.41 PART B OTHER GENERAL REQUIREMENTS B.5 Project Billboard 2.00 Unit 4,492.90 10.00 8.00 18.00 808.72 265.08 1,073.80 5,566.70 2,783.35 B.7 Construction Safety and Health Program 1.00 L.S 167,436.12 0.00 8.00 8.00 13,394.89 9,041.55 22,436.44 189,872.56 189,872.56 B.9 Mobilization and Demobilization 1.00 L.S 972,312.00 0.00 0.00 0.00 - 48,615.60 48,615.60 1,020,927.60 1,020,927.60 B.4 (1) Construction Survey and Staking 3.96 Km. 146,548.22 10.00 8.00 18.00 26,378.68 8,646.35 35,025.03 181,573.25 45,829.49 TOTAL OF PART B 1,290,789.24 40,582.29 66,568.58 107,150.87 1,397,940.11 PART C EARTHWORKS 101(2) Removal of Existing Headwall 6.00 each 15,917.30 10.00 8.00 18.00 2,865.11 939.12 3,804.23 19,721.53 3,286.92 Removal of Actual Structures/Obstruction (Existing 101(4)a 10.00 each 3,707.01 10.00 8.00 18.00 667.26 218.71 885.97 4,592.98 459.30 RCPC, 610mm) 101(3)c2 Removal of Existing AC Pavement 24,167.50 sq. m. 1,169,547.09 10.00 8.00 18.00 210,518.48 69,003.28 279,521.75 1,449,068.85 59.96 103 (1a) Structure Excavation 10.00 cu.m.
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