APPROVED BUDGET FOR THE CONTRACT

Road Widening Including Drainage -- Road, del Norte, 1st DEO Project Name and Location Station Limits : K1848+877.00 - K1852+971.70, L=4,094.70 ln.m. K1852+979.82 - K1853+220.53, L=240.71 ln.m. Length : 4,335.41 ln.m. Contract Duration :302.00 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.1.2(5) Operation & Maintenance of Gov't Service Vehicle 1.00 L.S. 401,422.40 0.00 0.00 0.00 - 20,071.12 20,071.12 421,493.52 421,493.52

A.1.1(3) Construction of Field Office for the Engineers 1.00 LS 403,611.76 10.00 8.00 18.00 72,650.12 23,813.09 96,463.21 500,074.97 500,074.97 A.1.1(11) Provision of Furniture/Fixtures, Equipment and Appliances for the 1.00Field Office for the LS Engineer 251,476.65 0.00 0.00 0.00 - 12,573.83 12,573.83 264,050.49 264,050.49 TOTAL OF PART A 1,056,510.82 72,650.12 56,458.05 129,108.16 1,185,618.98 PART B OTHER GENERAL REQUIREMENTS B.5 Project Billboard 2.00 Unit 4,404.90 10.00 8.00 18.00 792.88 259.89 1,052.77 5,457.67 2,728.84 B.7 Construction Safety and Health Program 1.00 L.S 331,006.24 0.00 8.00 8.00 26,480.50 17,874.34 44,354.84 375,361.08 375,361.08 B.9 Mobilization and Demobilization 1.00 L.S 850,773.00 0.00 0.00 0.00 - 42,538.65 42,538.65 893,311.65 893,311.65 B.4(1) Construction Survey and Staking 4.34 Km. 158,977.18 10.00 8.00 18.00 28,615.89 9,379.65 37,995.55 196,972.73 45,433.47 TOTAL OF PART B 1,345,161.32 55,889.27 70,052.53 125,941.80 1,471,103.13 PART C EARTHWORKS Individual Removal of Trees (small a, 150mm Ø up to 100(3)a 35.00 each 32,123.27 10.00 8.00 18.00 5,782.19 1,895.27 7,677.46 39,800.73 1,137.16 300 mm Ø) Individual Removal of Trees (small b, above 300 mm Ø 100(3)b 108.00 ln.m. 154,242.05 10.00 8.00 18.00 27,763.57 9,100.28 36,863.85 191,105.90 1,769.50 up to 500 mm Ø) Individual Removal of Trees (large a, above 500 mm Ø 100(3)c 6.00 each 44,028.39 10.00 8.00 18.00 7,925.11 2,597.68 10,522.79 54,551.18 9,091.86 up to 750 mm Ø) Individual Removal of Trees (large b, above 750 mm Ø 100(3)d 1.00 each 15,615.46 10.00 8.00 18.00 2,810.78 921.31 3,732.09 19,347.55 19,347.55 up to 900 mm Ø) 100(4) Individual Removal of Trees (above 900 mm Ø) 4.00 each 114,987.49 10.00 8.00 18.00 20,697.75 6,784.26 27,482.01 142,469.50 35,617.38 101(2) Removal of Existing RCPC Headwall 13.00 cu.m. 34,487.48 10.00 8.00 18.00 6,207.75 2,034.76 8,242.51 42,729.99 3,286.92 101(3)c2 Removal of Existing ACP 61.00 sq.m. 5,536.92 10.00 8.00 18.00 996.65 326.68 1,323.32 6,860.25 112.46 101(4)a Removal of Existing RCPC, 610mm dia. 38.00 each 14,086.63 10.00 8.00 18.00 2,535.59 831.11 3,366.70 17,453.34 459.30 101(4)c Removal of Existing RCPC, 910mm dia. 14.00 each 7,784.72 10.00 8.00 18.00 1,401.25 459.30 1,860.55 9,645.26 688.95 101(6) Removal of Existing Open Line Canal 10.50 cu.m 3,517.08 10.00 8.00 18.00 633.07 207.51 840.58 4,357.66 415.02 101(6)a Removal of Existing Covered Lateral Drainage 130.00 cu.m. 184,112.18 10.00 8.00 18.00 33,140.19 10,862.62 44,002.81 228,114.98 1,754.73 101(6)b Removal of Existing Grouted Riprap, T=0.30 thk 99.50 cu.m. 31,802.14 10.00 8.00 18.00 5,724.39 1,876.33 7,600.71 39,402.85 396.01 101(8) Removal of Existing Metal Beam Guardrail 694.00 ln.m. 18,968.10 10.00 8.00 18.00 3,414.26 1,119.12 4,533.37 23,501.47 33.86 101(9) Removal of Existing Guardrail Post 182.00 each 7,315.21 10.00 8.00 18.00 1,316.74 431.60 1,748.33 9,063.54 49.80 102(1) Unsuitable Excavation 1,672.00 cu.m. 399,241.25 10.00 8.00 18.00 71,863.42 23,555.23 95,418.66 494,659.90 295.85 102(2) Surplus Common Excavation 14,235.50 cu.m. 1,065,355.16 10.00 8.00 18.00 191,763.93 62,855.95 254,619.88 1,319,975.05 92.72 103 Structure Excavation 2,182.00 cu.m. 499,877.65 10.00 8.00 18.00 89,977.98 29,492.78 119,470.76 619,348.41 283.84 103(3) Foundation Fill 12.50 cu.m. 19,403.15 10.00 8.00 18.00 3,492.57 1,144.79 4,637.35 24,040.50 1,923.24 103(6) Pipe Culvert and Drain Excavation 116.50 cu.m. 26,808.47 10.00 8.00 18.00 4,825.53 1,581.70 6,407.23 33,215.70 285.11 104(1)a1 Embankment (from Excavation) 7,089.50 cu.m. 1,630,679.01 10.00 8.00 18.00 293,522.22 96,210.06 389,732.28 2,020,411.29 284.99 104(1)b1 Embankment (Common Borrow) 1,520.00 cu.m. 1,851,353.92 10.00 8.00 18.00 333,243.71 109,229.88 442,473.59 2,293,827.51 1,509.10 105(1)a Subgrade Preparation 42,232.00 sq.m. 674,804.01 10.00 8.00 18.00 121,464.72 39,813.44 161,278.16 836,082.17 19.80 TOTAL OF PART C 6,836,129.73 1,230,503.35 403,331.65 1,633,835.01 8,469,964.74 PART D SUBBASE AND BASE COURSE 200(1) Aggregate Subbase Course 16,778.50 cu.m. 24,911,475.19 10.00 8.00 18.00 4,484,065.53 1,469,777.04 5,953,842.57 30,865,317.76 1,839.58 TOTAL OF PART D 24,911,475.19 4,484,065.53 1,469,777.04 5,953,842.57 30,865,317.76 PART E SURFACE COURSES 300(1) Gravel Surface Course, 0.15m. Thk 1,949.00 cu.m. 3,005,798.47 10.00 8.00 18.00 541,043.73 177,342.11 718,385.84 3,724,184.31 1,910.82 Portland Cement Concrete Pavement-using Conventional 311(1)e1 31,318.00 sq.m. 49,814,092.11 10.00 8.00 18.00 8,966,536.58 2,939,031.43 11,905,568.01 61,719,660.12 1,970.74 Method, 0.28m thick

311(1)a Portland Cement Concrete Pavement, 0.15m. Thick 90.00 sq.m 78,673.97 10.00 8.00 18.00 14,161.31 4,641.76 18,803.08 97,477.05 1,083.08

TOTAL OF PART E 52,898,564.55 9,521,741.62 3,121,015.31 12,642,756.93 65,541,321.47 PART F BRIDGE CONSTRUCTION 404(1)a Reinforcing Steel Bar, Grade 40 2,008.50 kg. 99,740.38 10.00 8.00 18.00 17,953.27 5,884.68 23,837.95 123,578.33 61.53

405(1)a3 Structural Concrete, Class A 65.00 cu.m 442,851.53 10.00 8.00 18.00 79,713.28 26,128.24 105,841.52 548,693.05 8,441.43

407(1) Lean Concrete 1.00 cu.m. 2,494.32 10.00 8.00 18.00 448.98 147.16 596.14 3,090.46 3,090.46

TOTAL OF PART F 545,086.23 98,115.52 32,160.09 130,275.61 675,361.84 PART G DRAINAGE AND SLOPE PROTECTION STRUCTURES 500(1)b3 RC Culvert Pipe, 910 mm (36" dia.) 801.00 ln.m 2,140,212.74 10.00 8.00 18.00 385,238.29 126,272.55 511,510.84 2,651,723.58 3,310.52 502(3)c Catch Basins 37.00 each 223,142.91 10.00 8.00 18.00 40,165.72 13,165.43 53,331.16 276,474.06 7,472.27 502(4)c Concrete Covers 37.00 each 274,523.23 10.00 8.00 18.00 49,414.18 16,196.87 65,611.05 340,134.28 9,192.82 502(5) Metal Frame and Grating 37.00 set 29,309.07 10.00 8.00 18.00 5,275.63 1,729.24 7,004.87 36,313.94 981.46 505(5) Grouted Riprap, Class A 625.50 cu.m 2,160,060.42 10.00 8.00 18.00 388,810.88 127,443.56 516,254.44 2,676,314.86 4,278.68 506 Stone Masonry 71.00 cu.m 324,698.00 10.00 8.00 18.00 58,445.64 19,157.18 77,602.82 402,300.82 5,666.21 TOTAL OF PART G 5,151,946.35 927,350.34 303,964.83 1,231,315.18 6,383,261.53 PART H MISCELLANEOUS STRUCTURES 600(3) Curb and Gutter (Cast in Place) 740.00 m 1,823,703.85 10.00 8.00 18.00 328,266.69 107,598.53 435,865.22 2,259,569.07 3053.47172 601 Sidewalk 1,110.00 sq.m. 969,336.19 10.00 8.00 18.00 174,480.52 57,190.84 231,671.35 1,201,007.55 1081.988779 612(1) Reflectorized Thermoplastic Pavement Markings (White) 1,951.00 sq.m 1,486,280.93 10.00 8.00 18.00 267,530.57 87,690.57 355,221.14 1,841,502.07 943.8759985 TOTAL OF PART H 4,279,320.98 770,277.78 252,479.94 1,022,757.71 5,302,078.69 TOTAL 97,024,195.17 17,160,593.54 5,709,239.44 22,869,832.97 119,894,028.15

Prepared by: Recommending Approval: Recommending Approval:

BELEN A. SAPALLEDA CAYAMOMBAO D. DIA CAYAMOMBAO D. DIA Head TWG, BAC OIC-Assistant Regional Director OIC-Assistant Regional Director Department of Public Works and Highways

Bureau : DPWH Region : IX District/City : PROGRAM OF WORK (For all types of Project)

NAME/LOCATION OF PROJECT : Approriation : P 130,414,000.00 Source of Funds : CY-2017 Road Widening Including Drainage Dipolog-Sindangan-Liloy Issued Obligated Authority : Road, , 1st DEO Released : Cal. Days to Complete : 302.00 Cal. Days PROJECT CATEGORY : Desirable Starting Date : Upon Approval NATIONAL ROAD Mode of Implementation :

PROJECT DESCRIPTION : NET LENGTH : K1848+877.00 - K1852+971.70, L=4,094.70 ln.m. Scope of Work : Road Widening K1852+979.82 - K1853+220.53, L=240.71 ln.m. Road Width : 6.70 mtrs Roadbed Width : 12.00 mtrs Subbase Course : 0.30 mtrs thick Surface Course : 0.15 mtrs thick Net Length :4,335.41 ln.m. /4.335 km MINIMUM EQUIPMENT REQUIREMENT : TECHNICAL PERSONNEL REQUIRED :

DESCRIPTION NO. DESCRIPTION NO. DESCRIPTION NO.

Dumptruck (10 Wheeler) 10 Water Pump 1 Project Engineer 1 Bulldozer 2 Portable Screed 1 Materials Engineer 1 Backhoe 3 Concrete Vibrator 2 Geometric Control 1 Road Grader 2 Concrete Cutter 2 Foreman 1 Road Roller 2 Bar Cutter 1 Materials Lab. Tech 1 Pay Loader 4 Bar Bender 1 Mason 10 Water Truck 2 Conc. Mixer (1-Bagger) 2 Carpenter 6 Water Tank 2 Plate Compactor 1 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 Individual Removal of Trees (small a, 100(3)a 0.033 each 35.00 32,123.27 917.81 150mm Ø up to 300 mm Ø) Individual Removal of Trees (small b, 100(3)b 0.159 each 108.00 154,242.05 1,428.17 above 300 mm Ø up to 500 mm Ø) Individual Removal of Trees (large a, 100(3)c 0.045 each 6.00 44,028.39 7,338.07 above 500 mm Ø up to 750 mm Ø) Individual Removal of Trees (large b, 100(3)d 0.016 each 1.00 15,615.46 15,615.46 above 750 mm Ø up to 900 mm Ø) Individual Removal of Trees (above 900 100(4) 0.119 each 4.00 114,987.49 28,746.87 mm Ø) 101(2) Removal of Existing RCPC Headwall 0.036 cu.m. 13.00 34,487.48 2,652.88 101(3)c2 Removal of Existing ACP 0.006 sq.m. 61.00 5,536.92 90.77 101(4)a Removal of Existing RCPC, 610mm dia. 0.015 each 38.00 14,086.63 370.70 101(4)c Removal of Existing RCPC, 910mm dia. 0.008 each 14.00 7,784.72 556.05 101(6) Removal of Existing Open Line Canal 0.004 cu.m 10.50 3,517.08 334.96 101(6)a Removal of Existing Covered Lateral Drainage 0.190 cu.m. 130.00 184,112.18 1,416.25 Removal of Existing Grouted Riprap, 101(6)b 0.033 cu.m. 99.50 31,802.14 319.62 T=0.30 thk Removal of Existing Metal Beam 101(8) 0.020 ln.m. 694.00 18,968.10 27.33 Guardrail 101(9) Removal of Existing Guardrail Post 0.008 each 182.00 7,315.21 40.19 102(1) Unsuitable Excavation 0.411 cu.m. 1,672.00 399,241.25 238.78 102(2) Surplus Common Excavation 1.098 cu.m. 14,235.50 1,065,355.16 74.84 103 Structure Excavation 0.515 cu.m. 2,182.00 499,877.65 229.09 103(3) Foundation Fill 0.020 cu.m. 12.50 19,403.15 1,552.25 103(6) Pipe Culvert and Drain Excavation 0.028 cu.m. 116.50 26,808.47 230.12 104(1)a1 Embankment (from Excavation) 1.681 cu.m. 7,089.50 1,630,679.01 230.01 104(1)b1 Embankment (Common Borrow) 1.908 cu.m. 1,520.00 1,851,353.92 1,218.00 105(1)a Subgrade Preparation 0.696 sq.m. 42,232.00 674,804.01 15.98 200(1) Aggregate Subbase Course 25.676 cu.m. 16,778.50 24,911,475.19 1,484.73 300(1) Gravel Surface Course, 0.15m. Thk 3.098 cu.m. 1,949.00 3,005,798.47 1,542.23

Portland Cement Concrete Pavement-using 311(1)e1 Conventional Method, 0.28m thick 51.342 sq.m. 31,318.00 49,814,092.11 1,590.59 Portland Cement Concrete Pavement, 311(1)a 0.081 sq.m 90.00 78,673.97 874.16 0.15m. Thick 404(1)a Reinforcing Steel Bar, Grade 40 0.103 kg. 2,008.50 99,740.38 49.66 405(1)a3 Structural Concrete, Class A 0.456 cu.m 65.00 442,851.53 6,813.10 407(1) Lean Concrete 0.003 cu.m. 1.00 2,494.32 2,494.32 500(1)b3 RC Culvert Pipe, 910 mm (36" dia.) 2.206 ln.m 801.00 2,140,212.74 2,671.93 502(3)c Catch Basins 0.230 each 37.00 223,142.91 6,030.89 502(4)c Concrete Covers 0.283 each 37.00 274,523.23 7,419.55 502(5) Metal Frame and Grating 0.030 set 37.00 29,309.07 792.14 505(5) Grouted Riprap, Class A 2.226 cu.m 625.50 2,160,060.42 3,453.33 506 Stone Masonry 0.335 cu.m 71.00 324,698.00 4,573.21 600(3) Curb and Gutter (Cast in Place) 1.880 m 740.00 1,823,703.85 2,464.46 601 Sidewalk 0.999 sq.m. 1,110.00 969,336.19 873.28 Reflectorized Thermoplastic Pavement 612(1) 1.532 sq.m 1,951.00 1,486,280.93 761.80 Markings (White) Operation & Maintenance of Gov't A.1.2(5) 0.414 L.S. 1.00 401,422.40 401,422.40 Service Vehicle Construction of Field Office for the A.1.1(3) 0.416 LS 1.00 403,611.76 403,611.76 Engineers Provision of Furniture/Fixtures, Equipment A.1.1(11) 0.259 LS 1.00 251,476.65 251,476.65 and Appliances for the Field Office for B.5 Project Billboard 0.005 Unit 2.00 4,404.90 2,202.45 B.7 Construction Safety and Health Program 0.341 L.S 1.00 331,006.24 331,006.24 B.9 Mobilization and Demobilization 0.877 L.S 1.00 850,773.00 850,773.00 B.4(1) Construction Survey and Staking 0.164 Km. 4.34 158,977.18 36,669.47 TOTAL 100.000 P 97,024,195.17 Name of Project : Road Widening Including Drainage Dipolog-Sindangan-Liloy Road, Zamboanga del Norte, 1st DEO

Station Limits : K1848+877.00 - K1852+971.70, L=4,094.70 ln.m. K1852+979.82 - K1853+220.53, L=240.71 ln.m.

BREAKDOWN OF ESTIMATED EXPENDITURES % OF TOTAL AMOUNT

I. ESTIMATED COST A. DIRECT COST A.1 Materials 61.53 80,244,247.23 A.2 Labor 1.37 1,790,600.58 A.3 Equipment Expenses 11.49 14,989,347.36

SUB-TOTAL (DIRECT COST) 74.40P 97,024,195.17

B. INDIRECT COST (Per DO # 197 s. 2016) B.1 Overhead, Contingency & Misc. 7.30 9,518,951.69 (10% Max. of D.C.) B.2 Profit (8% Max. D.C.) 5.86 7,641,641.85

C. VAT (5% of D.C. and I.C. per D.O. # 197) 4.38 5,709,239.44

SUB-TOTAL (CONTRACT COST) 91.93P 119,894,028.15

II. ESTIMATED GOVERNMENT EXPENDITURES 1 Engineering and Administrative Overhead (3.5%) 3.50 4,564,490.00 2 Detailed Engineering (1%) 3 Reserved for the Payment of RROW) 1.50 1,955,481.85 4 Physical Reserved 3.07 4,000,000.00

TOTAL ESTIMATED PROJECT COST 100.00P 130,414,000.00

Prepared by: Checked by:

SHERMIENEH M. BETONGGA JERALD R. BARRERA Engineer II Engineer II

Submitted by: Recommending Approval:

LEONCIO B. SOLAMILLO CAYAMOMBAO D. DIA Chief, Construction Division OIC-Assistant Regional Director

APPROVED:

JORGE U. SEBASTIAN, JR., CESO III Regional Director