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Labangan-Pagadian-Dumalinao P150M.Xlsx

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Labangan-Pagadian-Dumalinao P150M.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 150,000,000.00 Source of Funds : CY-2017 Construction of Concrete Road Labangan - Pagadian City - Issued Obligated Authority : Dumalinao Zamboanga del Sur By-Pass Road Including Released : ROW, Zamboanga del Sur (1st DEO) Cal. Days to Complete : 261.00 Cal. Days PROJECT CATEGORY : Desirable Starting Date : Upon Approval NATIONAL ROAD Mode of Implementation : PROJECT DESCRIPTION : NET LENGTH : Chainage 0 - Chainage 3600 Sta. 1651+570.30 - Sta. 1652+030.00 Scope of Work : Construction of Diversion Road including ROW Sta. 1652+340.00 - Sta. 1652+690.00 Road Width : 6.70 m. Sta. 1652+930.00 - Sta. 1654+173.94 Roadbed Width : 12.00 m. Sta. 1654+201.56 - Sta. 1654+400.00 Subbase Course : 0.30 mtrs thick Net Length : 4.5042 lane km. Surface Course : 0.15 mtrs thick Net Length :2,252.1000 ln.m. /2.252 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 0.001 each 2.00 690.38 345.19 101(4)a Removal Existing RCPC 0.003 each 7.00 2,594.91 370.70 102(1) Unsuitable Excavation 2.935 cu.m. 12,702.50 3,006,391.82 236.68 103(3) Foundation Fill 0.014 cu.m. 14.00 13,883.50 991.68 103(6)a Pipe Culvert and Drain Excavation 0.008 cu.m. 96.50 8,503.16 88.12 104(1)a1 Embankment (from excavation) 0.434 cu.m. 1,960.50 444,414.43 226.68 104(2)a Embankment from borrow 25.458 cu.m. 44,852.50 26,074,036.55 581.33 104(2)d Embankment from borrow 10.249 cu.m. 12,702.50 10,496,437.77 826.33 105 (1)a Subgrade Preparation 0.041 sq.m. 2,772.00 42,499.84 15.33 200 (1) Aggregate Subbase Course 11.476 cu.m. 8,994.50 11,753,436.95 1,306.74 300 (1) Aggregate Surface Course 1.505 cu.m. 1,084.00 1,541,161.82 1,421.74 Portland Cement Concrete Pavement-using 311(1)e1a Conventional Method, 0.28m thick 23.404 sq.m. 15,598.50 23,969,727.70 1,536.67 Portland Cement Concrete Pavement, 0.15m. 311(1)a Thick 0.168 sq.m 204.00 172,342.63 844.82 404(1)b Reinforcing Steel Bar, Grade 60 0.205 kg. 4,114.00 210,229.40 51.10 405(1)a3 Structural Concrete, Class A 0.188 cu.m 28.50 192,903.19 6,768.53 407(8) Lean Concrete 2.102 cu.m 274.33 2,153,278.39 7,849.23 500(1)a3 Pipe Culvert & Storm Drain 0.318 ln.m 107.00 325,419.49 3,041.30 505(2)a Grouted Riprap, Class A 18.850 cu.m 5,866.00 19,305,929.44 3,291.16 506 (1) Stone Masonry 0.230 cu.m 58.00 235,311.52 4,057.10 Reflectorized Thermoplastic Pavement 612(1) 0.398 sq.m 560.00 408,136.01 728.81 Markings (White) Reflectorized Thermoplastic Pavement 612(2) 0.024 sq.m 30.00 24,265.83 808.86 Markings (Yellow) Construction of Field Office for the A.1.1(3) 0.391 LS 1.00 400,526.98 400,526.98 Engineer Prov. Of Furniture, Equipment and A.1.1(11) 0.243 LS 1.00 249,343.32 249,343.32 Appliances for Field Engineer Operation & Maintenance of Gov't. A.1.2(5) 0.360 L.S 1.00 368,724.00 368,724.00 Service Vehicle B.5 Project Billboard 0.005 Unit 2.00 5,100.90 2,550.45 B.7 Construction Safety and Health Program 0.203 L.S 1.00 207,890.76 207,890.76 B.9 Mobilization and Demobilization 0.712 L.S 1.00 729,234.00 729,234.00 B.4(1) Construction Survey and Staking 0.074 Km. 2.25 75,884.71 33,695.09 TOTAL 100.000 P 102,418,299.39 Name of Project : Construction of Concrete Road Labangan - Pagadian City - Dumalinao Zamboanga del Sur By-Pass Road Including ROW, Zamboanga del Sur (1st DEO) Station Limits : Chainage 0 - Chainage 3600 Sta. 1652+930.00 - Sta. 1654+173.94 Sta. 1651+570.30 - Sta. 1652+030.00 Sta. 1654+201.56 - Sta. 1654+400.00 Sta. 1652+340.00 - Sta. 1652+690.00 BREAKDOWN OF ESTIMATED EXPENDITURES % OF TOTAL AMOUNT I. ESTIMATED COST A. DIRECT COST A.1 Materials 55.61 83,417,382.98 A.2 Labor 2.27 3,407,983.55 A.3 Equipment Expenses 10.40 15,592,932.86 SUB-TOTAL (DIRECT COST) 68.28P 102,418,299.39 B. INDIRECT COST (Per DO # 197 s. 2016) B.1 Overhead, Contingency & Misc. 6.72 10,086,310.73 (10% Max. of D.C.) B.2 Profit (8% Max. D.C.) 5.39 8,085,679.85 C. VAT (5% of D.C. and I.C. per D.O. # 197) 4.02 6,029,514.50 SUB-TOTAL (CONTRACT COST) 84.41P 126,619,804.47 II. ESTIMATED GOVERNMENT EXPENDITURES 1 Engineering and Administrative Overhead (3.5%) 3.50 5,250,000.00 2 Detailed Engineering (1%) 3 Reserved for the Payment of RROW) 12.09 18,130,195.53 4 Physical Reserved TOTAL ESTIMATED PROJECT COST 100.00P 150,000,000.00 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 APPROVED BUDGET FOR THE CONTRACT Construction of Concrete Road Labangan - Pagadian City - Dumalinao Zamboanga del Sur By-Pass Road Including ROW, Zamboanga del Sur (1st DEO) Project Name and Location Station Limits : Chainage 0 - Chainage 3600 Sta. 1651+570.30 - Sta. 1652+030.00 Sta. 1652+340.00 - Sta. 1652+690.00 Sta. 1652+930.00 - Sta. 1654+173.94 Sta. 1654+201.56 - Sta. 1654+400.00 Length : 2,252.10 ln.m. Contract Duration :261.00 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 400,526.98 10.00 8.00 18.00 72,094.86 23,631.09 95,725.95 496,252.93 496,252.93 Prov. Of Furniture, Equipment and Appliances for Field A.1.1(11) 1.00 LS 249,343.32 0.00 0.00 0.00 - 12,467.17 12,467.17 261,810.49 261,810.49 Engineer A.1.2(5) Operation & Maintenance of Gov't. Service Vehicle 1.00 L.S 368,724.00 0.00 0.00 0.00 - 18,436.20 18,436.20 387,160.20 387,160.20 TOTAL OF PART A 1,018,594.30 72,094.86 54,534.46 126,629.31 1,145,223.61 PART B OTHER GENERAL REQUIREMENTS B.5 Project Billboard 2.00 Unit 5,100.90 10.00 8.00 18.00 918.16 300.95 1,219.12 6,320.02 3,160.01 B.7 Construction Safety and Health Program 1.00 L.S 207,890.76 0.00 8.00 8.00 16,631.26 11,226.10 27,857.36 235,748.12 235,748.12 B.9 Mobilization and Demobilization 1.00 L.S 729,234.00 0.00 0.00 0.00 - 36,461.70 36,461.70 765,695.70 765,695.70 B.4(1) Construction Survey and Staking 2.25 Km. 75,884.71 10.00 8.00 18.00 13,659.25 4,477.20 18,136.45 94,021.15 41,748.21 TOTAL OF PART B 1,018,110.37 31,208.67 52,465.95 83,674.62 1,101,784.99 PART C EARTHWORKS 101(2) Removal OF Existing Headwall 2.00 each 690.38 10.00 8.00 18.00 124.27 40.73 165.00 855.38 427.69 101(4)a Removal Existing RCPC 7.00 each 2,594.91 10.00 8.00 18.00 467.08 153.10 620.18 3,215.09 459.30 102(1) Unsuitable Excavation 12,702.50 cu.m. 3,006,391.82 10.00 8.00 18.00 541,150.53 177,377.12 718,527.64 3,724,919.46 293.24 103(3) Foundation Fill 14.00 cu.m. 13,883.50 10.00 8.00 18.00 2,499.03 819.13 3,318.16 17,201.66 1,228.69 103(6)a Pipe Culvert and Drain Excavation 96.50 cu.m.
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