86
 Road Length (m ) w ( % ) Road 1 93.86 2.56% Road 2 58.12 1.59% Road 3 371.58 10.15% Road 4 80.98 2.21% Road 5 76.54 2.09% Road 6 69.52 1.90% Road 7 47.77 1.30% Road 8 213.73 5.84% Road 9 54.43 1.49% Road 10 107.06 2.92% Road 11 49.16 1.34% Road 12 202.87 5.54% Road 13 310.97 8.49% Road 14 96.97 2.65% Road 15 186.91 5.10% Road 16 206.81 5.65% Road 17 84.99 2.32% Road 18 174.29 4.76% Road 19 85.35 2.33% Road 20 160.06 4.37% Road 21 87.38 2.39% Road 22 120.96 3.30% Road 23 81.24 2.22% Road 24 78.99 2.16% Road 25 73.71 2.01% Road 26 155.01 4.23% Road 27 72.9 1.99% Road 28 259.35 7.08%  TOT AL 3661.51 100.00% 769.93 meter

ASTM LAND DEV-1 (Accomplishment) (From Mabs)1!20!15

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ROADRoadLength (m )w ( % )LAYOUT ( 20% )READY FOR POURING (10% )PCCP ( 40 % )GUTTER ( 10% )SIDE WALK ( 10% )LESS ( 10 % )

Road 193.862.56%20.00%100.00%100.00%54.00%1.38%Road 258.121.59%20.00%4.00%0.06%Road 3371.5810.15%20.00%4.00%0.41%Road 480.982.21%20.00%4.00%0.09%Road 576.542.09%20.00%4.00%0.08%Road 669.521.90%20.00%4.00%0.08%Road 747.771.30%20.00%4.00%0.05%Road 8213.735.84%20.00%4.00%0.23%Road 954.431.49%20.00%4.00%0.06%Road 10107.062.92%20.00%4.00%0.12%Road 1149.161.34%20.00%4.00%0.05%Road 12202.875.54%100.00%100.00%100.00%70.00%3.88%Road 13310.978.49%20.00%4.00%0.34%Road 1496.972.65%20.00%4.00%0.11%Road 15186.915.10%20.00%4.00%0.20%Road 16206.815.65%100.00%100.00%100.00%70.00%3.95%Road 1784.992.32%20.00%4.00%0.09%Road 18174.294.76%100.00%100.00%100.00%70.00%3.33%Road 1985.352.33%20.00%4.00%0.09%Road 20160.064.37%20.00%4.00%0.17%Road 2187.382.39%100.00%100.00%100.00%70.00%1.67%Road 22120.963.30%100.00%100.00%100.00%70.00%2.31%Road 2381.242.22%100.00%100.00%100.00%70.00%1.55%Road 2478.992.16%20.00%4.00%0.09%Road 2573.712.01%20.00%4.00%0.08%Road 26155.014.23%20.00%4.00%0.17%Road 2772.91.99%20.00%4.00%0.08%Road 28259.357.08%20.00%4.00%0.28%TOTAL3661.51100.00%TOTAL21.03%769.93meter

Accomplishment ( VJS )

AccomplishmentItemDescriptionUnitQtyRateAmountDecember 24, 2014AmountQty.Wt(%)ENABLING WORKSENABLING WORKS

a.Mobilization/Demobilizationlot1.00287,377.30287,377.30143,688.650.500.20%b.Community Taxeslot1.00361,862.87361,862.87180,931.440.500.25%

649,240.17324,620.080.45%

SURVEY WORKSSURVEY WORKS

a.Line & Grademos9.00119,277.711,073,499.39357,833.133.000.50%b.Lot Monumentinglots546.00771.80421,401.13210,700.57273.000.29%

1,494,900.52568,533.700.79%

EARTHWORKSEARTHWORKSa.Clearing & Grubbing (N/A)m275,738.3019.201,453,925.04b.Soil Strippingm37,573.8367.83513,762.69256,881.353,786.920.36%c.Cutm327,487.7267.831,864,600.22932,300.1113,743.861.30%d.Engineered Fill- 0 - Borrowed Fill m323,216.51169.803,942,054.931,971,027.4711,608.262.75%e.Hauling & Disposals- 0 - Excess Cutm34,271.21188.75806,205.70403,102.852,135.610.56% - Topsoil (Soil Stripping)m315,147.66188.752,859,173.351,429,586.687,573.832.00%f.Material Testinglot1.00293,926.25293,926.25- 00.00%

10,279,723.144,992,898.456.98%

ROAD RIGHT OF WAYROAD RIGHT OF WAYa.Sub Grade Preparationm225,214.5023.95603,982.35181,194.717,564.350.25%c.Base Coarsem34,170.301,110.184,629,786.961,388,936.091,251.091.94%e.Portland Cement Concrete Pavement (PCCP)- 02 - 3000 Psi (thk = 175 mm)m22,342.60927.562,172,901.12651,870.34702.780.91%4 - 3000 Psi (thk = 150 mm)m213,679.40807.8211,050,476.693,315,143.014,103.824.63%g.Curb & Gutter- 03 - S - Type Curb & Gutterl.m.7,370.00669.474,933,999.091,480,199.732,211.002.07%4 - Barrierl.m.60.00339.2420,354.396,106.3218.000.01%h.Concrete Sidewalk- 0 - Concrete Sidewalk (thk = 100 mm)m23,920.60428.501,679,983.63503,995.091,176.180.70% - Base Coarsem3392.061,110.18435,257.48130,577.24117.620.18%j.Filling / Levelling of Sidewalkm3604.68155.7294,161.1128,248.33181.400.04%k.Filling / Levelling of Planting Stripm3165.90155.7225,834.047,750.2149.770.01%m.Material Testinglot1.00224,010.78224,010.7867,203.230.300.09%

25,870,747.637,761,224.2910.84%

RETAINING WALL / SLOPE PROTECTIONRETAINING WALL / SLOPE PROTECTION

c.RC Hybrid Retaining Wallh = 0.50 mlm10.006,464.7064,647.05- 0- 00.00%h = 0.75 mlm92.019,697.06892,226.20- 0- 00.00%h = 1.00 mlm166.6612,929.412,154,815.31- 0- 00.00%h = 1.25 mlm23.6716,161.76382,548.89- 0- 00.00%h = 1.50 mlm80.9418,354.241,485,592.47- 0- 00.00%h = 1.75 mlm11.7219,774.98231,762.78- 0- 00.00%h = 2.00 mlm20.5021,183.96434,271.18- 0- 00.00%h = 2.25 mlm5.0027,438.39137,191.96- 0- 00.00%h = 2.50 mlm7.5028,854.95216,412.11- 0- 00.00%h = 2.75 mlm10.0035,481.81354,818.07- 0- 00.00%h = 3.00 mlm10.0037,009.02370,090.25- 0- 00.00%h = 3.25 mlm7.5039,094.49293,208.68- 0- 00.00%h = 3.50 mlm2.5041,179.96102,949.89- 0- 00.00%

7,120,534.82- 00.00%

WATER SYSTEMWATER SYSTEMa.uPVC Pipes Class 150 (Color Blue) - 63 mm Pipes (2")l.m.1,328.00680.37903,535.53- 00.00% - 90 mm Pipes (3")l.m.1,839.00858.861,579,443.13- 00.00% - 110 mm Pipes (4")l.m.509.001,065.42542,296.97- 00.00% - 160 mm Pipes (6")l.m.227.001,776.04403,162.07- 00.00%- 0c.CI Fittings (Including Concrete Thrust Blocks)- 0c.2 For 63 mm Pipes- 0 - Elbow 90 X 63 mm pcs11.001,494.4816,439.27- 00.00% - Elbow 45 X 63 mm pcs6.001,321.887,931.27- 00.00% - Elbow 22.5 X 63 mm pcs7.001,321.889,253.14- 00.00% - Elbow 11.25 X 63 mm pcs41.001,321.8854,196.98- 00.00% - Tee 63 mm pcs11.001,713.3918,847.28- 00.00% - Tee Reducer 90 x 63 mm pcs11.001,909.8521,008.31- 00.00% - Tee Reducer 110 x 63 mm pcs2.002,531.495,062.99- 00.00% - Cross Tee 63 x 63 mm pcs1.002,221.372,221.37- 00.00% - Cross Tee Reducer 90 x 63 mm pcs1.002,276.102,276.10- 00.00%- 0c.4 For 90 mm Pipes- 0 - Elbow 90 X 90 mm pcs2.001,808.813,617.62- 00.00% - Elbow 45 X 90 mm pcs4.001,633.406,533.61- 00.00% - Elbow 22.5 X 90 mm pcs16.001,633.4026,134.45- 00.00% - Elbow 11.25 X 90 mm pcs81.001,633.40132,305.64- 00.00% - Tee 90 mm pcs8.002,221.3717,770.98- 00.00% - Tee Reducer 110 x 90 mm pcs5.002,841.6214,208.08- 00.00% - Tee Reducer 160 x 90 mm pcs1.004,119.994,119.99- 00.00% - Cross Tee 90 x 90 mm pcs2.002,784.085,568.16- 00.00% - Reducer 110 x 90 mm pcs4.002,142.798,571.16- 00.00%- 0c.5 For 110 mm Pipes- 0 - Elbow 90 X 110 mm pcs1.002,647.972,647.97- 00.00% - Elbow 45 X 110 mm pcs2.002,386.964,773.91- 00.00% - Elbow 11.25 X 110 mm pcs24.002,386.9657,286.98- 00.00% - Tee 110 mm pcs2.003,010.016,020.02- 00.00% - Tee Reducer 160 x 110 mm pcs4.004,682.7018,730.81- 00.00% - Reducer 160 x 110 mm pcs2.003,115.256,230.51- 00.00%- 0c.6 For 160 mm Pipes- 0 - Elbow 45 X 160 mm pcs4.003,496.9413,987.77- 00.00% - Elbow 11.25 X 160 mm pcs9.003,496.9431,472.48- 00.00% - Tee 160 mm pcs1.004,702.354,702.35- 00.00%- 0d..2 Gate Valve- 0 - 160 mm pcs4.0014,940.5959,762.34- 00.00% - 110 mm pcs6.009,904.2659,425.56- 00.00% - 90 mm pcs20.008,743.76174,875.16- 00.00% - 63 mm pcs13.005,993.3577,913.60- 00.00%- 0d..3 Air Relief Valve- 0 - 90 mm pcs1.0026,662.0826,662.08- 00.00%- 0d..4 Fire Hydrants- 0 - 160 mm pcs1.0050,054.8250,054.82- 00.00% - 110 mm pcs2.0048,757.8597,515.70- 00.00% - 90 mm pcs4.0042,128.89168,515.55- 00.00%- 0e.Lot Connections- 0 For Single Service- 0Lot Non-Cross Connections (Single Connections)- 0 20mm tapped to 160mm main- 06.50M RROWea.2.003,296.276,592.55- 00.00% 20mm tapped to 110mm main- 08.00M RROWea.2.003,133.506,266.99- 00.00%6.50M RROWea.7.003,133.5021,934.47- 00.00% 20mm tapped to 90mm main- 012.00M RROWea.1.002,896.342,896.34- 00.00%8.00M RROWea.2.002,896.345,792.69- 00.00%6.50M RROWea.22.002,896.3463,719.56- 00.00% 20mm tapped to 63mm main- 06.50M RROWea.26.002,758.8271,729.40- 00.00%- 0Lot Cross Connections (Single Connections)- 0 20mm tapped to 160mm main- 06.50M RROWea.1.004,395.034,395.03- 00.00% 20mm tapped to 110mm main- 08.00M RROWea.2.004,640.609,281.21- 00.00%6.50M RROWea.1.004,383.814,383.81- 00.00% 20mm tapped to 90mm main- 012.00M RROWea.1.006,261.386,261.38- 00.00%8.00M RROWea.4.004,842.6019,370.42- 00.00%6.50M RROWea.17.003,915.1266,556.96- 00.00% 20mm tapped to 63mm main- 06.50M RROWea.10.003,750.9337,509.33- 00.00%- 0 For Double Service- 0Lot Non-cross Connections (Double Connections)- 0 25mm tapped to 160mm main- 06.50M RROWea.1.004,640.604,640.60- 00.00% 25mm tapped to 110mm main- 08.00M RROWea.6.004,717.7828,306.71- 00.00%6.50M RROWea.8.004,717.7837,742.27- 00.00% 25mm tapped to 90mm main- 012.00M RROWea.4.004,480.6317,922.53- 00.00%8.00M RROWea.11.004,480.6349,286.95- 00.00%6.50M RROWea.54.004,480.63241,954.13- 00.00% 25mm tapped to 63mm main- 06.50M RROWea.54.004,101.75221,494.50- 00.00%- 0Lot Cross Connections (Double Connections)- 0 25mm tapped to 160mm main- 06.50M RROWea.3.006,382.0619,146.18- 00.00% 25mm tapped to 110mm main- 08.00M RROWea.6.006,687.9740,127.83- 00.00%6.50M RROWea.4.006,078.9524,315.81- 00.00% 25mm tapped to 90mm main- 08.00M RROWea.11.006,891.8075,809.76- 00.00%6.50M RROWea.50.005,900.74295,036.92- 00.00% 25mm tapped to 63mm main- 06.50M RROWea.25.005,744.98143,624.40- 00.00%- 0f.Irrigation (150mm )- 0Lot Non-cross Connectionsea.10.004,191.2641,912.64- 00.00%- 0g.Lot Connection Markerea.578.00771.80446,098.63- 00.00%- 0hTesting & Commissioninglot1.00332,959.59332,959.59- 00.00%

6,992,151.30- 00.00%

DRAINAGE SYSTEMDRAINAGE SYSTEMDrainage Crossing 300mml.m.700.001,562.961,094,071.29218,814.26140.000.31%- 0- 0a.1REINFORCED CONCRETE PIPES (Class II Wall B) (Single Conduit)- 0- 0 - 300 mm Pipes - 0- 0 - d = 1.00 m l.m.1,269.001,164.431,477,663.07295,532.61253.800.41% - d = 1.25 m l.m.280.001,296.34362,974.7072,594.9456.000.10% - d = 1.50 m l.m.54.001,426.8477,049.4715,409.8910.800.02% - d = 1.75 m l.m.36.001,557.3556,064.4511,212.897.200.02% - d = 2.00 m l.m.14.001,687.8523,629.904,725.982.800.01% - 375 mm Pipes - 0- 0 - d = 1.25 m l.m.312.001,590.90496,360.1899,272.0462.400.14% - d = 1.50 m l.m.28.001,736.8448,631.469,726.295.600.01% - d = 1.75 m l.m.58.001,884.18109,282.4921,856.5011.600.03% - 450 mm Pipes - 0- 0 - d = 1.25 m l.m.207.001,959.68405,653.0681,130.6141.400.11% - d = 1.50 m l.m.127.002,123.86269,730.0853,946.0225.400.08% - 525 mm Pipes - 0- 0 - d = 1.50 m l.m.155.002,455.86380,657.9776,131.5931.000.11% - d = 1.75 m l.m.39.002,728.09106,395.5821,279.127.800.03% - d = 2.75 m l.m.27.003,355.3590,594.5118,118.905.400.03% - 600 mm Pipes - 0 - d = 1.50 m l.m.73.002,898.94211,622.5842,324.5214.600.06% - d = 1.75 m l.m.78.003,095.40241,440.9648,288.1915.600.07% - 750 mm Pipes - 0- 0 - d = 1.75 m l.m.168.004,682.51786,661.03157,332.2133.600.22% - d = 4.00 m l.m.7.006,742.5047,197.529,439.501.400.01% - 900 mm Pipes - 0- 0 - d = 1.75 m l.m.36.005,623.02202,428.6440,485.737.200.06% - 1050 mm Pipes - 0- 0 - d = 2.00 m l.m.8.006,761.5054,092.0210,818.401.600.02%- 0- 0b.ADRAINAGE STRUCTURES (1 Conduit)- 0- 0b.4Terrain Inlet Manhole- 0 - TIM 300 mm - 0 - d = 1.25 m ea.59.0026,128.831,541,601.25 - d = 1.50 m ea.9.0028,472.29256,250.62 - d = 2.25 m ea.1.0037,705.7937,705.79 - d = 2.50 m ea.1.0041,045.5641,045.56 - TIM 375 mm - d = 1.50 m ea.18.0028,472.29512,501.24 - d = 1.75 m ea.3.0031,812.0795,436.20 - d = 2.00 m ea.2.0034,380.0568,760.09 - d = 2.25 m ea.1.0037,705.7937,705.79 - TIM 450 mm - 0 - d = 1.50 m ea.11.0028,472.29313,195.20 - d = 1.75 m ea.7.0031,812.07222,684.47 - TIM 525 mm - 0 - d = 1.75 m ea.7.0031,812.07222,684.47 - d = 2.00 m ea.4.0034,380.05137,520.18 - TIM 600 mm - 0 - d = 1.75 m ea.4.0031,812.07127,248.27 - d = 2.00 m ea.4.0034,380.05137,520.18 - TIM 750 mm - 0 - d = 1.75 m ea.1.0034,604.5734,604.57 - d = 2.00 m ea.6.0037,228.68223,372.07 - TIM 900 mm - 0 - d = 2.00 m ea.2.0040,007.1580,014.29- 0 - TIM 1050 mm - 0 - d = 2.25 m ea.1.0048,398.6848,398.68

- TIM ( 1.15 m x 1.15m )141.004,138,248.934,138,248.93141.005.78%b.6Terrain Inlet Box- 0- 0 - TIB 300 mm - 0- 0 - d = 1.50 m ea.115.0011,660.841,340,996.66268,199.3323.000.37%b.8Area Drain- 0- 0 - AD 300 mm - 0- 0 - d = 1.25 m ea.5.0029,130.42145,652.1229,130.421.000.04%- 0- 0Drainage Outfall- 0- 0 - 750 mm (4.25m)ea.1.0027,923.3527,923.35- 00.00% - 900 mm (2.00m)ea.1.0030,258.6030,258.60- 00.00% - 1050 mm (2.25m)ea.1.0032,736.2532,736.25- 00.00%- 0- 0c.Collector Pipe- 0- 0200mm PVC Pipel.m.2,160.641,250.312,701,472.07- 00.00%100mm End Plugea.265.00904.47239,684.41- 00.00%- 0- 0Anaerobic Trench- 0- 0 750mmea1.00439,592.09439,592.09- 00.00% 900mmea1.00623,437.95623,437.95- 00.00% 1050mmea1.00701,194.27701,194.27- 00.00%- 0c.Lot Connections (150 mm PVC)- 0c.1Stub Out Connected to Manholeea.155.00953.44147,782.56- 00.00%c.2Stub Out Connected to Boxesea.166.00953.44158,270.35- 00.00%c.2Stub Out Connected to PVC Collector Pipeea.225.002,475.00556,874.65- 00.00%- 0d.Lot Connection Marker- 0d.1 L = 4.0 mea.546.00771.80421,401.13- 00.00%- 0- 0e.Testing & Commissioninglot1.00912,386.32912,386.32- 0- 00.00%

19,160,112.665,744,018.888.03%

71,567,410.2419,391,295.3927.10%

Accomplishment ( MDC )

AccomplishmentItemDescriptionUnitQtyRateAmountDecember 24, 2014AmountQty.Wt(%)ENABLING WORKSENABLING WORKS

a.Mobilization/Demobilizationlot1.00287,377.30287,377.30143,688.650.500.20%b.Community Taxeslot1.00361,862.87361,862.87180,931.440.500.25%

649,240.17324,620.080.45%

SURVEY WORKSSURVEY WORKS

a.Line & Grademos9.00119,277.711,073,499.39357,833.133.000.50%b.Lot Monumentinglots546.00771.80421,401.13210,700.57273.000.29%

1,494,900.52568,533.700.79%

EARTHWORKSEARTHWORKSa.Clearing & Grubbing (N/A)m275,738.3019.201,453,925.04b.Soil Strippingm37,573.8367.83513,762.69256,881.353,786.920.36%c.Cutm327,487.7267.831,864,600.22932,300.1113,743.861.30%d.Engineered Fill- 0 - Borrowed Fill m323,216.51169.803,942,054.931,971,027.4711,608.262.75%e.Hauling & Disposals- 0 - Excess Cutm34,271.21188.75806,205.70403,102.852,135.610.56% - Topsoil (Soil Stripping)m315,147.66188.752,859,173.351,429,586.687,573.832.00%f.Material Testinglot1.00293,926.25293,926.25- 00.00%

10,279,723.144,992,898.456.98%

ROAD RIGHT OF WAYROAD RIGHT OF WAYa.Sub Grade Preparationm225,214.5023.95603,982.35181,194.717,564.350.25%c.Base Coarsem34,170.301,110.184,629,786.961,388,936.091,251.091.94%e.Portland Cement Concrete Pavement (PCCP)- 02 - 3000 Psi (thk = 175 mm)m22,342.60927.562,172,901.12651,870.34702.780.91%4 - 3000 Psi (thk = 150 mm)m213,679.40807.8211,050,476.693,315,143.014,103.824.63%g.Curb & Gutter- 03 - S - Type Curb & Gutterl.m.7,370.00669.474,933,999.091,480,199.732,211.002.07%4 - Barrierl.m.60.00339.2420,354.396,106.3218.000.01%h.Concrete Sidewalk- 0 - Concrete Sidewalk (thk = 100 mm)m23,920.60428.501,679,983.63503,995.091,176.180.70% - Base Coarsem3392.061,110.18435,257.48130,577.24117.620.18%j.Filling / Levelling of Sidewalkm3604.68155.7294,161.1128,248.33181.400.04%k.Filling / Levelling of Planting Stripm3165.90155.7225,834.047,750.2149.770.01%m.Material Testinglot1.00224,010.78224,010.7867,203.230.300.09%

25,870,747.637,761,224.2910.84%

RETAINING WALL / SLOPE PROTECTIONRETAINING WALL / SLOPE PROTECTION

c.RC Hybrid Retaining Wallh = 0.50 mlm10.006,464.7064,647.05- 0- 00.00%h = 0.75 mlm92.019,697.06892,226.20- 0- 00.00%h = 1.00 mlm166.6612,929.412,154,815.31- 0- 00.00%h = 1.25 mlm23.6716,161.76382,548.89- 0- 00.00%h = 1.50 mlm80.9418,354.241,485,592.47- 0- 00.00%h = 1.75 mlm11.7219,774.98231,762.78- 0- 00.00%h = 2.00 mlm20.5021,183.96434,271.18- 0- 00.00%h = 2.25 mlm5.0027,438.39137,191.96- 0- 00.00%h = 2.50 mlm7.5028,854.95216,412.11- 0- 00.00%h = 2.75 mlm10.0035,481.81354,818.07- 0- 00.00%h = 3.00 mlm10.0037,009.02370,090.25- 0- 00.00%h = 3.25 mlm7.5039,094.49293,208.68- 0- 00.00%h = 3.50 mlm2.5041,179.96102,949.89- 0- 00.00%

7,120,534.82- 00.00%

WATER SYSTEMWATER SYSTEMa.uPVC Pipes Class 150 (Color Blue) - 63 mm Pipes (2")l.m.1,328.00680.37903,535.53- 00.00% - 90 mm Pipes (3")l.m.1,839.00858.861,579,443.13- 00.00% - 110 mm Pipes (4")l.m.509.001,065.42542,296.97- 00.00% - 160 mm Pipes (6")l.m.227.001,776.04403,162.07- 00.00%- 0c.CI Fittings (Including Concrete Thrust Blocks)- 0c.2 For 63 mm Pipes- 0 - Elbow 90 X 63 mm pcs11.001,494.4816,439.27- 00.00% - Elbow 45 X 63 mm pcs6.001,321.887,931.27- 00.00% - Elbow 22.5 X 63 mm pcs7.001,321.889,253.14- 00.00% - Elbow 11.25 X 63 mm pcs41.001,321.8854,196.98- 00.00% - Tee 63 mm pcs11.001,713.3918,847.28- 00.00% - Tee Reducer 90 x 63 mm pcs11.001,909.8521,008.31- 00.00% - Tee Reducer 110 x 63 mm pcs2.002,531.495,062.99- 00.00% - Cross Tee 63 x 63 mm pcs1.002,221.372,221.37- 00.00% - Cross Tee Reducer 90 x 63 mm pcs1.002,276.102,276.10- 00.00%- 0c.4 For 90 mm Pipes- 0 - Elbow 90 X 90 mm pcs2.001,808.813,617.62- 00.00% - Elbow 45 X 90 mm pcs4.001,633.406,533.61- 00.00% - Elbow 22.5 X 90 mm pcs16.001,633.4026,134.45- 00.00% - Elbow 11.25 X 90 mm pcs81.001,633.40132,305.64- 00.00% - Tee 90 mm pcs8.002,221.3717,770.98- 00.00% - Tee Reducer 110 x 90 mm pcs5.002,841.6214,208.08- 00.00% - Tee Reducer 160 x 90 mm pcs1.004,119.994,119.99- 00.00% - Cross Tee 90 x 90 mm pcs2.002,784.085,568.16- 00.00% - Reducer 110 x 90 mm pcs4.002,142.798,571.16- 00.00%- 0c.5 For 110 mm Pipes- 0 - Elbow 90 X 110 mm pcs1.002,647.972,647.97- 00.00% - Elbow 45 X 110 mm pcs2.002,386.964,773.91- 00.00% - Elbow 11.25 X 110 mm pcs24.002,386.9657,286.98- 00.00% - Tee 110 mm pcs2.003,010.016,020.02- 00.00% - Tee Reducer 160 x 110 mm pcs4.004,682.7018,730.81- 00.00% - Reducer 160 x 110 mm pcs2.003,115.256,230.51- 00.00%- 0c.6 For 160 mm Pipes- 0 - Elbow 45 X 160 mm pcs4.003,496.9413,987.77- 00.00% - Elbow 11.25 X 160 mm pcs9.003,496.9431,472.48- 00.00% - Tee 160 mm pcs1.004,702.354,702.35- 00.00%- 0d..2 Gate Valve- 0 - 160 mm pcs4.0014,940.5959,762.34- 00.00% - 110 mm pcs6.009,904.2659,425.56- 00.00% - 90 mm pcs20.008,743.76174,875.16- 00.00% - 63 mm pcs13.005,993.3577,913.60- 00.00%- 0d..3 Air Relief Valve- 0 - 90 mm pcs1.0026,662.0826,662.08- 00.00%- 0d..4 Fire Hydrants- 0 - 160 mm pcs1.0050,054.8250,054.82- 00.00% - 110 mm pcs2.0048,757.8597,515.70- 00.00% - 90 mm pcs4.0042,128.89168,515.55- 00.00%- 0e.Lot Connections- 0 For Single Service- 0Lot Non-Cross Connections (Single Connections)- 0 20mm tapped to 160mm main- 06.50M RROWea.2.003,296.276,592.55- 00.00% 20mm tapped to 110mm main- 08.00M RROWea.2.003,133.506,266.99- 00.00%6.50M RROWea.7.003,133.5021,934.47- 00.00% 20mm tapped to 90mm main- 012.00M RROWea.1.002,896.342,896.34- 00.00%8.00M RROWea.2.002,896.345,792.69- 00.00%6.50M RROWea.22.002,896.3463,719.56- 00.00% 20mm tapped to 63mm main- 06.50M RROWea.26.002,758.8271,729.40- 00.00%- 0Lot Cross Connections (Single Connections)- 0 20mm tapped to 160mm main- 06.50M RROWea.1.004,395.034,395.03- 00.00% 20mm tapped to 110mm main- 08.00M RROWea.2.004,640.609,281.21- 00.00%6.50M RROWea.1.004,383.814,383.81- 00.00% 20mm tapped to 90mm main- 012.00M RROWea.1.006,261.386,261.38- 00.00%8.00M RROWea.4.004,842.6019,370.42- 00.00%6.50M RROWea.17.003,915.1266,556.96- 00.00% 20mm tapped to 63mm main- 06.50M RROWea.10.003,750.9337,509.33- 00.00%- 0 For Double Service- 0Lot Non-cross Connections (Double Connections)- 0 25mm tapped to 160mm main- 06.50M RROWea.1.004,640.604,640.60- 00.00% 25mm tapped to 110mm main- 08.00M RROWea.6.004,717.7828,306.71- 00.00%6.50M RROWea.8.004,717.7837,742.27- 00.00% 25mm tapped to 90mm main- 012.00M RROWea.4.004,480.6317,922.53- 00.00%8.00M RROWea.11.004,480.6349,286.95- 00.00%6.50M RROWea.54.004,480.63241,954.13- 00.00% 25mm tapped to 63mm main- 06.50M RROWea.54.004,101.75221,494.50- 00.00%- 0Lot Cross Connections (Double Connections)- 0 25mm tapped to 160mm main- 06.50M RROWea.3.006,382.0619,146.18- 00.00% 25mm tapped to 110mm main- 08.00M RROWea.6.006,687.9740,127.83- 00.00%6.50M RROWea.4.006,078.9524,315.81- 00.00% 25mm tapped to 90mm main- 08.00M RROWea.11.006,891.8075,809.76- 00.00%6.50M RROWea.50.005,900.74295,036.92- 00.00% 25mm tapped to 63mm main- 06.50M RROWea.25.005,744.98143,624.40- 00.00%- 0f.Irrigation (150mm )- 0Lot Non-cross Connectionsea.10.004,191.2641,912.64- 00.00%- 0g.Lot Connection Markerea.578.00771.80446,098.63- 00.00%- 0hTesting & Commissioninglot1.00332,959.59332,959.59- 00.00%

6,992,151.30- 00.00%

DRAINAGE SYSTEMDRAINAGE SYSTEMDrainage Crossing 300mml.m.700.001,562.961,094,071.29230,083.19147.210.32%- 0- 0a.1REINFORCED CONCRETE PIPES (Class II Wall B) (Single Conduit)- 0- 0 - 300 mm Pipes - 0- 0 - d = 1.00 m l.m.1,269.001,164.431,477,663.07310,752.54266.870.43% - d = 1.25 m l.m.280.001,296.34362,974.7076,333.5858.880.11% - d = 1.50 m l.m.54.001,426.8477,049.4716,203.5011.360.02% - d = 1.75 m l.m.36.001,557.3556,064.4511,790.357.570.02% - d = 2.00 m l.m.14.001,687.8523,629.904,969.372.940.01% - 375 mm Pipes - 0- 0 - d = 1.25 m l.m.312.001,590.90496,360.18104,384.5565.610.15% - d = 1.50 m l.m.28.001,736.8448,631.4610,227.205.890.01% - d = 1.75 m l.m.58.001,884.18109,282.4922,982.1112.200.03% - 450 mm Pipes - 0- 0 - d = 1.25 m l.m.207.001,959.68405,653.0685,308.8443.530.12% - d = 1.50 m l.m.127.002,123.86269,730.0856,724.2426.710.08% - 525 mm Pipes - 0- 0 - d = 1.50 m l.m.155.002,455.86380,657.9780,052.3732.600.11% - d = 1.75 m l.m.39.002,728.09106,395.5822,374.998.200.03% - d = 2.75 m l.m.27.003,355.3590,594.5119,052.025.680.03% - 600 mm Pipes - 0 - d = 1.50 m l.m.73.002,898.94211,622.5844,504.2315.350.06% - d = 1.75 m l.m.78.003,095.40241,440.9650,775.0316.400.07% - 750 mm Pipes - 0- 0 - d = 1.75 m l.m.168.004,682.51786,661.03165,434.8135.330.23% - d = 4.00 m l.m.7.006,742.5047,197.529,925.641.470.01% - 900 mm Pipes - 0- 0 - d = 1.75 m l.m.36.005,623.02202,428.6442,570.747.570.06% - 1050 mm Pipes - 0- 0 - d = 2.00 m l.m.8.006,761.5054,092.0211,375.551.680.02%- 0- 0b.ADRAINAGE STRUCTURES (1 Conduit)- 0- 0b.4Terrain Inlet Manhole- 0 - TIM 300 mm - 0 - d = 1.25 m ea.59.0026,128.831,541,601.25 - d = 1.50 m ea.9.0028,472.29256,250.62 - d = 2.25 m ea.1.0037,705.7937,705.79 - d = 2.50 m ea.1.0041,045.5641,045.56 - TIM 375 mm - d = 1.50 m ea.18.0028,472.29512,501.24 - d = 1.75 m ea.3.0031,812.0795,436.20 - d = 2.00 m ea.2.0034,380.0568,760.09 - d = 2.25 m ea.1.0037,705.7937,705.79 - TIM 450 mm - 0 - d = 1.50 m ea.11.0028,472.29313,195.20 - d = 1.75 m ea.7.0031,812.07222,684.47 - TIM 525 mm - 0 - d = 1.75 m ea.7.0031,812.07222,684.47 - d = 2.00 m ea.4.0034,380.05137,520.18 - TIM 600 mm - 0 - d = 1.75 m ea.4.0031,812.07127,248.27 - d = 2.00 m ea.4.0034,380.05137,520.18 - TIM 750 mm - 0 - d = 1.75 m ea.1.0034,604.5734,604.57 - d = 2.00 m ea.6.0037,228.68223,372.07 - TIM 900 mm - 0 - d = 2.00 m ea.2.0040,007.1580,014.29- 0 - TIM 1050 mm - 0 - d = 2.25 m ea.1.0048,398.6848,398.68

- TIM ( 1.15 m x 1.15m )141.004,138,248.931,467,464.1650.002.05%

b.6Terrain Inlet Box- 0- 0 - TIB 300 mm - 0- 0 - d = 1.50 m ea.115.0011,660.841,340,996.66431,451.1037.000.60%b.8Area Drain- 0- 0 - AD 300 mm - 0- 0 - d = 1.25 m ea.5.0029,130.42145,652.1229,130.421.000.04%- 0- 0Drainage Outfall- 0- 0 - 750 mm (4.25m)ea.1.0027,923.3527,923.35- 00.00% - 900 mm (2.00m)ea.1.0030,258.6030,258.60- 00.00% - 1050 mm (2.25m)ea.1.0032,736.2532,736.25- 00.00%- 0- 0c.Collector Pipe- 0- 0200mm PVC Pipel.m.2,160.641,250.312,701,472.07- 00.00%100mm End Plugea.265.00904.47239,684.41- 00.00%- 0- 0Anaerobic Trench- 0- 0 750mmea1.00439,592.09439,592.09- 00.00% 900mmea1.00623,437.95623,437.95- 00.00% 1050mmea1.00701,194.27701,194.27- 00.00%- 0c.Lot Connections (150 mm PVC)- 0c.1Stub Out Connected to Manholeea.155.00953.44147,782.56- 00.00%c.2Stub Out Connected to Boxesea.166.00953.44158,270.35- 00.00%c.2Stub Out Connected to PVC Collector Pipeea.225.002,475.00556,874.65- 00.00%- 0d.Lot Connection Marker- 0d.1 L = 4.0 mea.546.00771.80421,401.13- 00.00%- 0- 0e.Testing & Commissioninglot1.00912,386.32912,386.32- 0- 00.00%

19,160,112.663,303,870.544.62%

71,567,410.2416,951,147.0623.69%

Project UpdateAMAIA SCAPES TRECE MARTIRES CAVITE (LAND DEVELOPMENT) SECTOR 1 - 9 MONTHS CONSTRUCTION SCHEDULEITEMSCOPE OF WORKSRELATIVE WEGHT %AMOUNTOCT - 14NOV - 14DEC - 14JAN - 15FEB - 15MAR - 15APRL - 15MAY - 15JUNE - 15

I Enabling works 0.91%651,263.41

II Survey works 2.09%1,495,758.83

III Earthworks 14.36%10,277,079.81

IV Road right of way 36.15%25,871,618.05

V Retaining wall/Slope protection 9.95%7,120,957.11

VI Potable Water System 9.77%6,992,135.78

VII Drainage System 26.77%19,158,595.16

TOTAL100.00%71,567,408.16

PROJECTED MONTHLY ACCOMPLISHMENT0%0.80%4.89%10.24%14.19%16.63%16.63%16.63%11.97%8.03%CUMMULATIVE ACOMMPLISHMENT0%0.80%5.69%15.93%30.11%46.74%63.37%80.00%91.97%100.00%

570,948.883,498,055.877,329,774.9110,152,393.4811,901,023.8211,901,023.8211,901,023.828,567,891.075,745,272.49570,948.884,069,004.7511,398,779.6621,551,173.1433,452,196.9645,353,220.7857,254,244.6165,822,135.6771,567,408.16

ACTUAL ACCOMPLISHMENT0%9.98%25.14%5.74%11.20%CUMMULATIVE ACOMMPLISHMENT0%9.98%35.12%40.86%52.06%

AMOUNT THIS PERIOD7,142,427.3317,992,762.094,107,969.238,015,549.71CUMMULATIVE AMOUNT7,142,427.3325,135,189.4229,243,158.6537,258,708.36

52.06%15.93%

Sheet1AMAIA SCAPES TRECE MARTIRES CAVITE (LAND DEVELOPMENT) SECTOR 1 - 9 MONTHS CONSTRUCTION SCHEDULEITEMSCOPE OF WORKSRELATIVE WEGHT %AMOUNTOCT - 14NOV - 14DEC - 14JAN - 15FEB - 15MAR - 15APRL - 15MAY - 15JUNE - 15

I Enabling works 0.91%651,263.41

II Survey works 2.09%1,495,758.83

III Earthworks 14.36%10,277,079.81

IV Road right of way 36.15%25,871,618.05

V Retaining wall/Slope protection 9.95%7,120,957.11

VI Potable Water System 9.77%6,992,135.78

VII Drainage System 26.77%19,158,595.16

TOTAL100.00%71,567,408.16

PROJECTED MONTHLY ACCOMPLISHMENT0%0.80%4.89%10.24%14.19%16.63%16.63%16.63%11.97%8.03%CUMMULATIVE ACOMMPLISHMENT0%0.80%5.69%15.93%30.11%46.74%63.37%80.00%91.97%100.00%

570,948.883,498,055.877,329,774.9110,152,393.4811,901,023.8211,901,023.8211,901,023.828,567,891.075,745,272.49570,948.884,069,004.7511,398,779.6621,551,173.1433,452,196.9645,353,220.7857,254,244.6165,822,135.6771,567,408.16