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Dipolog-Sindangan-Liloy Road 3.Xlsx

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Dipolog-Sindangan-Liloy Road 3.Xlsx APPROVED BUDGET FOR THE CONTRACT Road Widening Including Drainage Dipolog-Sindangan-Liloy Road, Zamboanga 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.
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