Department of Public Works and Highways

Bureau : DPWH Region : IX District/City : City PROGRAM OF WORK (For all types of Project) NAME/LOCATION OF PROJECT : Approriation : P 100,000,000.00 Source of Funds : CY-2017 Road Upgrading (Gravel to Paved) of Imelda - - Issued Obligated Authority : - - Road (SO1184MN), Released : 2nd 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 7780 - Chainage 9480 Scope of Work : Road Upgrading (Gravel to Paved) Chainage 11999 - Chainage 12500 Road Width : 6.70 m. Roadbed Width : 12.00 m. Subbase Course : 0.30 mtrs thick Net Length : 4.4020 lane km. Surface Course : 0.15 mtrs thick Net Length :2,201.00 ln.m. /2.201 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 102(2) Surplus Common Excavation 18.375 cu.m. 101,191.00 14,329,162.80 141.61 103(3) Foundation Fill 0.016 cu.m. 13.00 12,816.02 985.85 103(6)a Pipe Culvert and Drain Excavation 0.016 cu.m. 49.00 12,809.37 261.42 104(1)a1 Embankment (from excavation) 6.171 cu.m. 21,228.00 4,812,052.83 226.68 105 (1)a Subgrade Preparation 0.360 sq.m. 18,328.00 281,001.84 15.33 200 (1) Aggregate Subbase Course 14.713 cu.m. 8,482.00 11,473,906.75 1,352.74 300 (1) Aggregate Surface Course 1.887 cu.m. 1,052.00 1,471,470.27 1,398.74 311(1)e1a Portland Cement Concrete Pavement-using 31.798 sq.m. 15,847.00 24,797,524.47 1,564.81 Conventional Method, 0.28m thick 311(1)a Portland Cement Concrete Pavement, 0.15m. 5.704 sq.m 5,173.00 4,448,479.00 859.94 Thick 404 a Reinforcing Steel Bar, Grade 40 1.239 kg. 19,660.00 966,249.13 49.15 405 (1) a3 Structural Concrete, Class A 4.964 cu.m 555.00 3,870,921.26 6,974.63 500(1)b3 Reinforced Concrete Culvert Pipe 0.378 ln.m 89.00 294,411.43 3,307.99 505(5) Grouted Riprap, Class A 0.087 cu.m 20.00 67,549.47 3,377.47 506 (1) Stone Masonry 0.270 cu.m 51.00 210,169.86 4,120.98 611(1) Trees (Furnishing and Transplanting) 0.892 each 171.00 695,362.10 4,066.45 Reflectorized Thermoplastic Pavement 612(1) 0.489 sq.m 523.00 381,169.88 728.81 Markings (White) Reflectorized Thermoplastic Pavement 612(2) 0.203 sq.m 196.00 158,536.77 808.86 Markings (Yellow) Bio-Engineered Erosion Coco Fiber Erosion 622(1)a 0.089 sq.m 411.00 69,669.46 169.51 Control Net Bio-Engineered Erosion Coco Fiber Erosion 622(1)b 5.415 sq.m 11,315.00 4,222,894.46 373.21 Control Net Bio-Engineered Erosion Coco 622(2)b 1.082 ln.m 1,330.00 843,827.63 634.46 Logs/Fascine Control System Bio-Engineered Erosion Control System 622(3)a 3.240 sq.m 11,726.00 2,526,540.24 215.46 Vegetation Construction of Field Office for the A.1.1(3) 0.516 LS 1.00 402,146.28 402,146.28 Engineer Prov. Of Furniture, Equipment and A.1.1(11) 0.320 LS 1.00 249,343.32 249,343.32 Appliances for Field Engineer Operation & Maintenance of Gov't. A.1.2(5) 0.473 L.S 1.00 368,724.00 368,724.00 Service Vehicle B.5 Project Billboard 0.007 Unit 2.00 5,100.90 2,550.45 B.7 Construction Safety and Health Program 0.267 L.S 1.00 207,890.76 207,890.76 B.9 Mobilization and Demobilization 0.935 L.S 1.00 729,234.00 729,234.00 B.4(1) Construction Survey and Staking 0.096 Km. 2.20 74,496.43 33,846.63 TOTAL 100.000 P 77,983,460.73 Name of Project : Road Upgrading (Gravel to Paved) of Imelda - Bayog - Kumalarang - Lapuyan - Margosatubig Road (SO1184MN), Zamboanga del Sur 2nd DEO

Station Limits : Chainage 7780 - Chainage 9480 Chainage 11999 - Chainage 12500

BREAKDOWN OF ESTIMATED EXPENDITURES % OF TOTAL AMOUNT

I. ESTIMATED COST A. DIRECT COST A.1 Materials 49.97 49,971,079.42 A.2 Labor 1.83 1,827,832.33 A.3 Equipment Expenses 26.18 26,184,548.98

SUB-TOTAL (DIRECT COST) 77.98P 77,983,460.73

B. INDIRECT COST (Per DO # 197 s. 2016) B.1 Overhead, Contingency & Misc. 7.64 7,642,826.87 (10% Max. of D.C.) B.2 Profit (8% Max. D.C.) 6.13 6,130,892.75

C. VAT (5% of D.C. and I.C. per D.O. # 197) 4.59 4,587,859.02

SUB-TOTAL (CONTRACT COST) 96.35P 96,345,039.37

II. ESTIMATED GOVERNMENT EXPENDITURES 1 Engineering and Administrative Overhead (3.5%) 3.50 3,500,000.00 2 Detailed Engineering (1%) 3 Reserved for the Payment of RROW) 0.15 154,960.63 4 Physical Reserved

TOTAL ESTIMATED PROJECT COST 100.00P 100,000,000.00

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

Road Upgrading (Gravel to Paved) of Imelda - Bayog - Kumalarang - Lapuyan - Margosatubig Road (SO1184MN), Zamboanga del Sur 2nd DEO Project Name and Location Station Limits : Chainage 7780 - Chainage 9480 Chainage 11999 - Chainage 12500 Length : 2,201.00 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 402,146.28 10.00 8.00 18.00 72,386.33 23,726.63 96,112.96 498,259.24 498,259.24 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 1,020,213.60 72,386.33 54,630.00 127,016.33 1,147,229.92 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 2.20 Km. 74,496.43 10.00 8.00 18.00 13,409.36 4,395.29 17,804.65 92,301.08 41,935.97 TOTAL OF PART B 1,016,722.09 30,958.78 52,384.04 83,342.82 1,100,064.91 PART C EARTHWORKS 102(2) Surplus Common Excavation 101,191.00 cu.m. 14,329,162.80 10.00 8.00 18.00 2,579,249.30 845,420.61 3,424,669.91 17,753,832.71 175.45 103(3) Foundation Fill 13.00 cu.m. 12,816.02 10.00 8.00 18.00 2,306.88 756.15 3,063.03 15,879.05 1,221.47 103(6)a Pipe Culvert and Drain Excavation 49.00 cu.m. 12,809.37 10.00 8.00 18.00 2,305.69 755.75 3,061.44 15,870.81 323.89 104(1)a1 Embankment (from excavation) 21,228.00 cu.m. 4,812,052.83 10.00 8.00 18.00 866,169.51 283,911.12 1,150,080.63 5,962,133.46 280.86 105 (1)a Subgrade Preparation 18,328.00 sq.m. 281,001.84 10.00 8.00 18.00 50,580.33 16,579.11 67,159.44 348,161.28 19.00 TOTAL OF PART C 19,447,842.87 3,500,611.72 1,147,422.73 4,648,034.44 24,095,877.31 PART D SUBBASE AND BASE COURSE 200 (1) Aggregate Subbase Course 8,482.00 cu.m. 11,473,906.75 10.00 8.00 18.00 2,065,303.22 676,960.50 2,742,263.71 14,216,170.47 1,676.04 TOTAL OF PART D 11,473,906.75 2,065,303.22 676,960.50 2,742,263.71 14,216,170.47 PART E SURFACE COURSES 300 (1) Aggregate Surface Course 1,052.00 cu.m. 1,471,470.27 10.00 8.00 18.00 264,864.65 86,816.75 351,681.40 1,823,151.67 1,733.03 Portland Cement Concrete Pavement-using Conventional 311(1)e1a 15,847.00 sq.m. 24,797,524.47 10.00 8.00 18.00 4,463,554.40 1,463,053.94 5,926,608.35 30,724,132.82 1,938.80 Method, 0.28m thick 311(1)a Portland Cement Concrete Pavement, 0.15m. Thick 5,173.00 sq.m 4,448,479.00 10.00 8.00 18.00 800,726.22 262,460.26 1,063,186.48 5,511,665.48 1,065.47 TOTAL OF PART E 30,717,473.74 5,529,145.27 1,812,330.95 7,341,476.22 38,058,949.96 PART F BRIDGE STRUCTURES 404 a Reinforcing Steel Bar, Grade 40 19,660.00 kg. 966,249.13 10.00 8.00 18.00 173,924.84 57,008.70 230,933.54 1,197,182.68 60.89 405 (1) a3 Structural Concrete, Class A 555.00 cu.m 3,870,921.26 10.00 8.00 18.00 696,765.83 228,384.35 925,150.18 4,796,071.44 8,641.57 TOTAL OF PART F 4,837,170.39 870,690.67 285,393.05 1,156,083.72 5,993,254.11 PART G DRAINAGE AND SLOPE PROTECTION STRUCTURES 500(1)b3 Reinforced Concrete Culvert Pipe 89.00 ln.m 294,411.43 10.00 8.00 18.00 52,994.06 17,370.27 70,364.33 364,775.76 4,098.60 505(5) Grouted Riprap, Class A 20.00 cu.m 67,549.47 10.00 8.00 18.00 12,158.91 3,985.42 16,144.32 83,693.80 4,184.69 506 (1) Stone Masonry 51.00 cu.m 210,169.86 10.00 8.00 18.00 37,830.57 12,400.02 50,230.60 260,400.46 5,105.89 TOTAL OF PART G 572,130.76 102,983.54 33,755.72 136,739.25 708,870.02 PART H MISCELLANEOUS STRUCTURES 611(1) Trees (Furnishing and Transplanting) 171.00 each 695,362.10 10.00 8.00 18.00 125,165.18 41,026.36 166,191.54 861,553.64 5,038.33 612(1) Reflectorized Thermoplastic Pavement Markings (White) 523.00 sq.m 381,169.88 10.00 8.00 18.00 68,610.58 22,489.02 91,099.60 472,269.48 903.00 612(2) Reflectorized Thermoplastic Pavement Markings (Yellow) 196.00 sq.m 158,536.77 10.00 8.00 18.00 28,536.62 9,353.67 37,890.29 196,427.05 1,002.18 622(1)a Bio-Engineered Erosion Coco Fiber Erosion Control Net 411.00 sq.m 69,669.46 10.00 8.00 18.00 12,540.50 4,110.50 16,651.00 86,320.46 210.03 622(1)b Bio-Engineered Erosion Coco Fiber Erosion Control Net 11,315.00 sq.m 4,222,894.46 10.00 8.00 18.00 760,121.00 249,150.77 1,009,271.78 5,232,166.23 462.41 622(2)b Bio-Engineered Erosion Coco Logs/Fascine Control System 1,330.00 ln.m 843,827.63 10.00 8.00 18.00 151,888.97 49,785.83 201,674.80 1,045,502.44 786.09 622(3)a Bio-Engineered Erosion Control System Vegetation 11,726.00 sq.m 2,526,540.24 10.00 8.00 18.00 454,777.24 149,065.87 603,843.12 3,130,383.36 266.96 TOTAL OF PART H 8,898,000.53 1,601,640.10 524,982.03 2,126,622.13 11,024,622.66 TOTAL 77,983,460.73 13,773,719.62 3,910,898.52 18,361,578.64 96,345,039.37

Prepared by: Recommending Approval: APPROVED:

BELEN A. SAPALLEDA CAYAMOMBAO D. DIA JORGE U. SEBASTIAN, JR., CESO III Head TWG, BAC OIC-Assistant Regional Director Regional Director