Qty Take Off Boq2

MDC BUILDPLUS, INC.Project Name: Amaia Scapes Trece Martires

Project Location: Trece Martires, Cavite

Civil Works: Detailed BreakdownFixed Lump Sum SELLING PRICE

TOTAL Item Description Unit Qty Rate Amount

DIVISION 01 - ENABLING WORKS

a. Mobilization/Demobilization lot 1.00 287,377.30 287,377.30 b. Community Taxes lot 1.00 361,862.87 361,862.87

Sub Total : DIVISION 01 - ENABLING WORKS 649,240.17

Total ENABLING WORKS 649,240.17

DIVISION 02 - SURVEY WORKS

a. Line & Grade mos 9.00 119,277.71 1,073,499.39 b. Lot Monumenting lots 546.00 771.80 421,401.13

Sub Total : DIVISION 02 - SURVEY WORKS 1,494,900.52

DIVISION 03 - EARTHWORKS FOR BLOCK DEVELOPMENTa. Clearing & Grubbing m2 75,738.30 19.20 1,453,925.04 b. Soil Stripping m3 7,573.83 67.83 513,762.69 c. Cut m3 27,487.72 67.83 1,864,600.22 d. Engineered Fill

- Borrowed Fill m3 23,216.51 169.80 3,942,054.93 e. Hauling & Disposals

- Excess Cut m3 4,271.21 188.75 806,205.70 - Topsoil (Soil Stripping) m3 15,147.66 188.75 2,859,173.35

f. Material Testing lot 1.00 293,926.25 293,926.25

Sub Total : DIVISION 03 - EARTHWORKS FOR BLOCK DEVELOPMENT 11,733,648.18

DIVISION 05 - ROAD RIGHT OF WAYa. Sub Grade Preparation m2 25,214.50 23.95 603,982.35 c. Base Coarse m3 4,170.30 1,110.18 4,629,786.96 e. Portland Cement Concrete Pavement (PCCP)2 - 3000 Psi (thk = 175 mm) m2 2,342.60 927.56 2,172,901.12 4 - 3000 Psi (thk = 150 mm) m2 13,679.40 807.82 11,050,476.69 g. Curb & Gutter3 - S - Type Curb & Gutter l.m. 7,370.00 669.47 4,933,999.09 4 - Barrier l.m. 60.00 339.24 20,354.39 h. Concrete Sidewalk

- Concrete Sidewalk (thk = 100 mm) m2 3,920.60 428.50 1,679,983.63 - Base Coarse m3 392.06 1,110.18 435,257.48

j. Filling / Levelling of Sidewalk m3 604.68 155.72 94,161.11 k. Filling / Levelling of Planting Strip m3 165.90 155.72 25,834.04 m. Material Testing lot 1.00 224,010.78 224,010.78

Sub Total : DIVISION 05 - ROAD RIGHT OF WAY 25,870,747.63

DIVISION 07 - RETAINING WALL/SLOPE PROTECTION

c. RC Hybrid Retaining Wallh = 0.50 m lm 10.00 6,464.70 64,647.05 h = 0.75 m lm 92.01 9,697.06 892,226.20 h = 1.00 m lm 166.66 12,929.41 2,154,815.31 h = 1.25 m lm 23.67 16,161.76 382,548.89 h = 1.50 m lm 80.94 18,354.24 1,485,592.47 h = 1.75 m lm 11.72 19,774.98 231,762.78 h = 2.00 m lm 20.50 21,183.96 434,271.18 h = 2.25 m lm 5.00 27,438.39 137,191.96 h = 2.50 m lm 7.50 28,854.95 216,412.11 h = 2.75 m lm 10.00 35,481.81 354,818.07 h = 3.00 m lm 10.00 37,009.02 370,090.25 h = 3.25 m lm 7.50 39,094.49 293,208.68 h = 3.50 m lm 2.50 41,179.96 102,949.89

Sub Total : DIVISION 07 - RETAINING WALL/SLOPE PROTECTION 7,120,534.82

Total CIVIL WORKS 46,219,831.16

73,021,335.28



Wet Utilities: Detailed BreakdownFixed Lump Sum SELLING PRICE

TOTALItem Description Unit Qty Rate Amount

DIVISION 08 - POTABLE WATER SYSTEMa. uPVC Pipes Class 150 (Color Blue)

- 63 mm Ǿ Pipes (2") l.m. 1,328.00 680.37 903,535.53 - 90 mm Ǿ Pipes (3") l.m. 1,839.00 858.86 1,579,443.13 - 110 mm Ǿ Pipes (4") l.m. 509.00 1,065.42 542,296.97 - 160 mm Ǿ Pipes (6") l.m. 227.00 1,776.04 403,162.07

- c. CI Fittings (Including Concrete Thrust Blocks) -

c.2 For 63 mm Ǿ Pipes - - Elbow 90º X 63 mm pcs 11.00 1,494.48 16,439.27 - Elbow 45º X 63 mm pcs 6.00 1,321.88 7,931.27

- Elbow 22.5º X 63 mm pcs 7.00 1,321.88 9,253.14 - Elbow 11.25º X 63 mm pcs 41.00 1,321.88 54,196.98

- Tee 63 mm pcs 11.00 1,713.39 18,847.28 - Tee Reducer 90 x 63 mm pcs 11.00 1,909.85 21,008.31

- Tee Reducer 110 x 63 mm pcs 2.00 2,531.49 5,062.99 - Cross Tee 63 x 63 mm pcs 1.00 2,221.37 2,221.37

- Cross Tee Reducer 90 x 63 mm pcs 1.00 2,276.10 2,276.10 -

c.4 For 90 mm Ǿ Pipes - - Elbow 90º X 90 mm pcs 2.00 1,808.81 3,617.62 - Elbow 45º X 90 mm pcs 4.00 1,633.40 6,533.61


- Tee 90 mm pcs 8.00 2,221.37 17,770.98 - Tee Reducer 110 x 90 mm pcs 5.00 2,841.62 14,208.08 - Tee Reducer 160 x 90 mm pcs 1.00 4,119.99 4,119.99

- Cross Tee 90 x 90 mm pcs 2.00 2,784.08 5,568.16 - Reducer 110 x 90 mm pcs 4.00 2,142.79 8,571.16

- c.5 For 110 mm Ǿ Pipes -

- Elbow 90º X 110 mm pcs 1.00 2,647.97 2,647.97 - Elbow 45º X 110 mm pcs 2.00 2,386.96 4,773.91

- Elbow 11.25º X 110 mm pcs 24.00 2,386.96 57,286.98 - Tee 110 mm pcs 2.00 3,010.01 6,020.02

- Tee Reducer 160 x 110 mm pcs 4.00 4,682.70 18,730.81 - Reducer 160 x 110 mm pcs 2.00 3,115.25 6,230.51


- Elbow 45º X 160 mm pcs 4.00 3,496.94 13,987.77 - Elbow 11.25º X 160 mm pcs 9.00 3,496.94 31,472.48

- Tee 160 mm pcs 1.00 4,702.35 4,702.35 -

d..2 Gate Valve - - 160 mm Ǿ pcs 4.00 14,940.59 59,762.34 - 110 mm Ǿ pcs 6.00 9,904.26 59,425.56 - 90 mm Ǿ pcs 20.00 8,743.76 174,875.16 - 63 mm Ǿ pcs 13.00 5,993.35 77,913.60

- d..3 Air Relief Valve -

- 90 mm Ǿ pcs 1.00 26,662.08 26,662.08 -

d..4 Fire Hydrants - - 160 mm Ǿ pcs 1.00 50,054.82 50,054.82 - 110 mm Ǿ pcs 2.00 48,757.85 97,515.70 - 90 mm Ǿ pcs 4.00 42,128.89 168,515.55

- e. Lot Connections -

For Single Service - Lot Non-Cross Connections (Single Connections) -

20mmø tapped to 160mmø main - 6.50M RROW ea. 2.00 3,296.27 6,592.55

20mmø tapped to 110mmø main -

8.00M RROW ea. 2.00 3,133.50 6,266.99 6.50M RROW ea. 7.00 3,133.50 21,934.47

20mmø tapped to 90mmø main - 12.00M RROW ea. 1.00 2,896.34 2,896.34 8.00M RROW ea. 2.00 2,896.34 5,792.69 6.50M RROW ea. 22.00 2,896.34 63,719.56


-

Lot Cross Connections (Single Connections) - 20mmø tapped to 160mmø main -

6.50M RROW ea. 1.00 4,395.03 4,395.03 20mmø tapped to 110mmø main -

8.00M RROW ea. 2.00 4,640.60 9,281.21 6.50M RROW ea. 1.00 4,383.81 4,383.81



- For Double Service -

Lot Non-cross Connections (Double Connections) - 25mmø tapped to 160mmø main -

6.50M RROW ea. 1.00 4,640.60 4,640.60 25mmø tapped to 110mmø main -

8.00M RROW ea. 6.00 4,717.78 28,306.71 6.50M RROW ea. 8.00 4,717.78 37,742.27



- Lot Cross Connections (Double Connections) -


25mmø tapped to 110mmø main - 8.00M RROW ea. 6.00 6,687.97 40,127.83 6.50M RROW ea. 4.00 6,078.95 24,315.81

25mmø tapped to 90mmø main - 8.00M RROW ea. 11.00 6,891.80 75,809.76 6.50M RROW ea. 50.00 5,900.74 295,036.92


- f. Irrigation (150mm Ø) -

Lot Non-cross Connections ea. 10.00 4,191.26 41,912.64 -

g. Lot Connection Marker ea. 578.00 771.80 446,098.63 -

h Testing & Commissioning lot 1.00 332,959.59 332,959.59

Sub Total : DIVISION 08 - POTABLE WATER SYSTEM 6,992,151.30

DIVISION 09 - DRAINAGE SYSTEMDrainage Crossing 300mmØ l.m. 700.00 1,562.96 1,094,071.29

- a.1 REINFORCED CONCRETE PIPES (Class II Wall B) (Single Conduit) -

- 300 mm Ǿ Pipes - - d = 1.00 m l.m. 1,269.00 1,164.43 1,477,663.07 - d = 1.25 m l.m. 280.00 1,296.34 362,974.70 - d = 1.50 m l.m. 54.00 1,426.84 77,049.47 - d = 1.75 m l.m. 36.00 1,557.35 56,064.45 - d = 2.00 m l.m. 14.00 1,687.85 23,629.90

- 375 mm Ǿ Pipes - - d = 1.25 m l.m. 312.00 1,590.90 496,360.18 - d = 1.50 m l.m. 28.00 1,736.84 48,631.46 - d = 1.75 m l.m. 58.00 1,884.18 109,282.49

- 450 mm Ǿ Pipes - - d = 1.25 m l.m. 207.00 1,959.68 405,653.06 - d = 1.50 m l.m. 127.00 2,123.86 269,730.08


- d = 1.50 m l.m. 73.00 2,898.94 211,622.58 - d = 1.75 m l.m. 78.00 3,095.40 241,440.96

- 750 mm Ǿ Pipes -

- 600 mm Ǿ Pipes

- d = 1.75 m l.m. 168.00 4,682.51 786,661.03 - d = 4.00 m l.m. 7.00 6,742.50 47,197.52

- 900 mm Ǿ Pipes - - d = 1.75 m l.m. 36.00 5,623.02 202,428.64

- 1050 mm Ǿ Pipes - - d = 2.00 m l.m. 8.00 6,761.50 54,092.02

-

b.A DRAINAGE STRUCTURES (1 Conduit) - b.4 Terrain Inlet Manhole -

- TIM 300 mm Ǿ - - d = 1.25 m ea. 59.00 26,128.83 1,541,601.25 - d = 1.50 m ea. 9.00 28,472.29 256,250.62 - d = 2.25 m ea. 1.00 37,705.79 37,705.79 - d = 2.50 m ea. 1.00 41,045.56 41,045.56 - TIM 375 mm Ǿ - d = 1.50 m ea. 18.00 28,472.29 512,501.24 - d = 1.75 m ea. 3.00 31,812.07 95,436.20 - d = 2.00 m ea. 2.00 34,380.05 68,760.09 - d = 2.25 m ea. 1.00 37,705.79 37,705.79 - TIM 450 mm Ǿ -

- d = 1.50 m ea. 11.00 28,472.29 313,195.20 - d = 1.75 m ea. 7.00 31,812.07 222,684.47 - TIM 525 mm Ǿ -

- d = 1.75 m ea. 7.00 31,812.07 222,684.47 - d = 2.00 m ea. 4.00 34,380.05 137,520.18 - TIM 600 mm Ǿ -

- d = 1.75 m ea. 4.00 31,812.07 127,248.27 - d = 2.00 m ea. 4.00 34,380.05 137,520.18 - TIM 750 mm Ǿ -

- d = 1.75 m ea. 1.00 34,604.57 34,604.57 - d = 2.00 m ea. 6.00 37,228.68 223,372.07 - TIM 900 mm Ǿ -

- d = 2.00 m ea. 2.00 40,007.15 80,014.29 -

- TIM 1050 mm Ǿ - - d = 2.25 m ea. 1.00 48,398.68 48,398.68

- b.6 Terrain Inlet Box -

- TIB 300 mm Ǿ - - d = 1.50 m ea. 115.00 11,660.84 1,340,996.66

- b.8 Area Drain -

- AD 300 mm Ǿ - - d = 1.25 m ea. 5.00 29,130.42 145,652.12

- Drainage Outfall -

- 750 mm Ǿ (4.25m) ea. 1.00 27,923.35 27,923.35 - 900 mm Ǿ (2.00m) ea. 1.00 30,258.60 30,258.60

- 1050 mm Ǿ (2.25m) ea. 1.00 32,736.25 32,736.25 -

c. Collector Pipe - ø200mm PVC Pipe l.m. 2,160.64 1,250.31 2,701,472.07 ø100mm End Plug ea. 265.00 904.47 239,684.41

- Anaerobic Trench -

750mmØ ea 1.00 439,592.09 439,592.09 900mmØ ea 1.00 623,437.95 623,437.95

1050mmØ ea 1.00 701,194.27 701,194.27 -

c. Lot Connections (ø150 mm PVC) - c.1 Stub Out Connected to Manhole ea. 155.00 953.44 147,782.56 c.2 Stub Out Connected to Boxes ea. 166.00 953.44 158,270.35 c.2 Stub Out Connected to PVC Collector Pipe ea. 225.00 2,475.00 556,874.65

- d. Lot Connection Marker -

d.1 L = 4.0 m ea. 546.00 771.80 421,401.13 -

e. Testing & Commissioning lot 1.00 912,386.32 912,386.32

Sub Total : DIVISION 09 DRAINAGE SYSTEM 19,160,112.66

Total WET UTILITIES 26,152,263.96

Summary of Proposal

Project Name: AMAIA SCAPES TRECE MARTIRES

Project Location: TRECE MARTIRES, CAVITE

Part 2.0 Project Cost Cost inclusive of VAT Description

Preliminaries Division 1 ENABLING WORKS 649,240.17

Fixed Lump Sum CIVIL WORKS

Division 2 SURVEY WORKS 1,494,900.52 Division 3 EARTHWORKS 11,733,648.18 Division 5 ROAD RIGHT OF WAY 25,870,747.63 Division 7 RETAINING WALL/SLOPE PROTECTION 7,120,534.82

WET UTILITIES Division 8 POTABLE WATER SYSTEM 6,992,151.30 Division 9 DRAINAGE SYSTEM 19,160,112.66

Overall Total

Qualifications 1 Exculsions a Deepwell

b Water Tank c Tree Ball-out

Part 1.0 Project Details

AMAIA SCAPES TRECE MARTIRES SBU: GDA (m2) Date:

TRECE MARTIRES, CAVITE AMAIA 75,738.30 1/8/2014

Cost inclusive of VAT Benchmark

Amount PhP/m2 PhP/m2

649,240.17 8.57

46,219,831.16 610.26 19.74 154.92 341.58 94.01

26,152,263.96 345.30 92.32 252.98

73,021,335.28 964.13










a. Line & Grade mos 9.00 119,277.71 1,073,499.39 b. Lot Monumenting lots 546.00 771.80 421,401.13

Sub Total : DIVISION 02 - SURVEY WORKS 1,494,900.52

DIVISION 03 - EARTHWORKS FOR BLOCK DEVELOPMENTNOTE!! a. Clearing & Grubbing m2 75,738.30 19.20 1,453,925.04

b. Soil Stripping m3 7,573.83 67.83 513,762.69 c. Cut m3 27,487.72 67.83 1,864,600.22 d. Engineered Fill





DIVISION 05 - ROAD RIGHT OF WAYa. Sub Grade Preparation m2 25,214.50 23.95 603,982.35 c. Base Coarse m3 4,170.30 1,110.18 4,629,786.96 e. Portland Cement Concrete Pavement (PCCP)2 - 3000 Psi (thk = 175 mm) m2 2,342.60 927.56 2,172,901.12 4 - 3000 Psi (thk = 150 mm) m2 13,679.40 807.82 11,050,476.69 g. Curb & Gutter3 - S - Type Curb & Gutter l.m. 7,370.00 669.47 4,933,999.09 4 - Barrier l.m. 60.00 339.24 20,354.39 h. Concrete Sidewalk

- Concrete Sidewalk (thk = 100 mm) m2 3,920.60 428.50 1,679,983.63 - Base Coarse m3 392.06 1,110.18 435,257.48




c. RC Hybrid Retaining Wallh = 0.50 m lm 10.00 6,464.70 64,647.05 h = 0.75 m lm 92.01 9,697.06 892,226.20 h = 1.00 m lm 166.66 12,929.41 2,154,815.31 h = 1.25 m lm 23.67 16,161.76 382,548.89 h = 1.50 m lm 80.94 18,354.24 1,485,592.47 h = 1.75 m lm 11.72 19,774.98 231,762.78 h = 2.00 m lm 20.50 21,183.96 434,271.18 h = 2.25 m lm 5.00 27,438.39 137,191.96 h = 2.50 m lm 7.50 28,854.95 216,412.11 h = 2.75 m lm 10.00 35,481.81 354,818.07 h = 3.00 m lm 10.00 37,009.02 370,090.25 h = 3.25 m lm 7.50 39,094.49 293,208.68 h = 3.50 m lm 2.50 41,179.96 102,949.89



71,567,410.24






- 63 mm Ǿ Pipes (2") l.m. 1,328.00 680.37 903,535.53 - 90 mm Ǿ Pipes (3") l.m. 1,839.00 858.86 1,579,443.13 - 110 mm Ǿ Pipes (4") l.m. 509.00 1,065.42 542,296.97 - 160 mm Ǿ Pipes (6") l.m. 227.00 1,776.04 403,162.07

- c. CI Fittings (Including Concrete Thrust Blocks) - c.2 For 63 mm Ǿ Pipes -

- Elbow 90º X 63 mm pcs 11.00 1,494.48 16,439.27 - Elbow 45º X 63 mm pcs 6.00 1,321.88 7,931.27 - Elbow 22.5º X 63 mm pcs 7.00 1,321.88 9,253.14 - Elbow 11.25º X 63 mm pcs 41.00 1,321.88 54,196.98 - Tee 63 mm pcs 11.00 1,713.39 18,847.28 - Tee Reducer 90 x 63 mm pcs 11.00 1,909.85 21,008.31 - Tee Reducer 110 x 63 mm pcs 2.00 2,531.49 5,062.99 - Cross Tee 63 x 63 mm pcs 1.00 2,221.37 2,221.37 - Cross Tee Reducer 90 x 63 mm pcs 1.00 2,276.10 2,276.10


- Elbow 90º X 90 mm pcs 2.00 1,808.81 3,617.62 - Elbow 45º X 90 mm pcs 4.00 1,633.40 6,533.61 - Elbow 22.5º X 90 mm pcs 16.00 1,633.40 26,134.45 - Elbow 11.25º X 90 mm pcs 81.00 1,633.40 132,305.64 - Tee 90 mm pcs 8.00 2,221.37 17,770.98 - Tee Reducer 110 x 90 mm pcs 5.00 2,841.62 14,208.08 - Tee Reducer 160 x 90 mm pcs 1.00 4,119.99 4,119.99 - Cross Tee 90 x 90 mm pcs 2.00 2,784.08 5,568.16 - Reducer 110 x 90 mm pcs 4.00 2,142.79 8,571.16


- Elbow 90º X 110 mm pcs 1.00 2,647.97 2,647.97 - Elbow 45º X 110 mm pcs 2.00 2,386.96 4,773.91 - Elbow 11.25º X 110 mm pcs 24.00 2,386.96 57,286.98 - Tee 110 mm pcs 2.00 3,010.01 6,020.02 - Tee Reducer 160 x 110 mm pcs 4.00 4,682.70 18,730.81 - Reducer 160 x 110 mm pcs 2.00 3,115.25 6,230.51


- Elbow 45º X 160 mm pcs 4.00 3,496.94 13,987.77 - Elbow 11.25º X 160 mm pcs 9.00 3,496.94 31,472.48 - Tee 160 mm pcs 1.00 4,702.35 4,702.35

- d..2 Gate Valve -

- 160 mm Ǿ pcs 4.00 14,940.59 59,762.34 - 110 mm Ǿ pcs 6.00 9,904.26 59,425.56 - 90 mm Ǿ pcs 20.00 8,743.76 174,875.16 - 63 mm Ǿ pcs 13.00 5,993.35 77,913.60

- d..3 Air Relief Valve -

- 90 mm Ǿ pcs 1.00 26,662.08 26,662.08 -

d..4 Fire Hydrants - - 160 mm Ǿ pcs 1.00 50,054.82 50,054.82 - 110 mm Ǿ pcs 2.00 48,757.85 97,515.70 - 90 mm Ǿ pcs 4.00 42,128.89 168,515.55

- e. Lot Connections -

For Single Service - Lot Non-Cross Connections (Single Connections) - 20mmø tapped to 160mmø main - 6.50M RROW ea. 2.00 3,296.27 6,592.55 20mmø tapped to 110mmø main -

8.00M RROW ea. 2.00 3,133.50 6,266.99 6.50M RROW ea. 7.00 3,133.50 21,934.47 20mmø tapped to 90mmø main - 12.00M RROW ea. 1.00 2,896.34 2,896.34 8.00M RROW ea. 2.00 2,896.34 5,792.69 6.50M RROW ea. 22.00 2,896.34 63,719.56 20mmø tapped to 63mmø main - 6.50M RROW ea. 26.00 2,758.82 71,729.40

-

Lot Cross Connections (Single Connections) - 20mmø tapped to 160mmø main - 6.50M RROW ea. 1.00 4,395.03 4,395.03 20mmø tapped to 110mmø main - 8.00M RROW ea. 2.00 4,640.60 9,281.21 6.50M RROW ea. 1.00 4,383.81 4,383.81 20mmø tapped to 90mmø main - 12.00M RROW ea. 1.00 6,261.38 6,261.38 8.00M RROW ea. 4.00 4,842.60 19,370.42 6.50M RROW ea. 17.00 3,915.12 66,556.96 20mmø tapped to 63mmø main - 6.50M RROW ea. 10.00 3,750.93 37,509.33

- For Double Service - Lot Non-cross Connections (Double Connections) - 25mmø tapped to 160mmø main - 6.50M RROW ea. 1.00 4,640.60 4,640.60 25mmø tapped to 110mmø main - 8.00M RROW ea. 6.00 4,717.78 28,306.71 6.50M RROW ea. 8.00 4,717.78 37,742.27 25mmø tapped to 90mmø main - 12.00M RROW ea. 4.00 4,480.63 17,922.53 8.00M RROW ea. 11.00 4,480.63 49,286.95 6.50M RROW ea. 54.00 4,480.63 241,954.13 25mmø tapped to 63mmø main - 6.50M RROW ea. 54.00 4,101.75 221,494.50

- Lot Cross Connections (Double Connections) - 25mmø tapped to 160mmø main - 6.50M RROW ea. 3.00 6,382.06 19,146.18 25mmø tapped to 110mmø main - 8.00M RROW ea. 6.00 6,687.97 40,127.83 6.50M RROW ea. 4.00 6,078.95 24,315.81 25mmø tapped to 90mmø main - 8.00M RROW ea. 11.00 6,891.80 75,809.76 6.50M RROW ea. 50.00 5,900.74 295,036.92 25mmø tapped to 63mmø main - 6.50M RROW ea. 25.00 5,744.98 143,624.40

- f. Irrigation (150mm Ø) -

Lot Non-cross Connections ea. 10.00 4,191.26 41,912.64 -

g. Lot Connection Marker ea. 578.00 771.80 446,098.63 -

h Testing & Commissioning lot 1.00 332,959.59 332,959.59

Sub Total : DIVISION 08 - POTABLE WATER SYSTEM 6,992,151.30

DIVISION 09 - DRAINAGE SYSTEMDrainage Crossing 300mmØ l.m. 700.00 1,562.96 1,094,071.29

- a.1 REINFORCED CONCRETE PIPES (Class II Wall B) (Single Conduit) -

- 300 mm Ǿ Pipes - - d = 1.00 m l.m. 1,269.00 1,164.43 1,477,663.07 - d = 1.25 m l.m. 280.00 1,296.34 362,974.70 - d = 1.50 m l.m. 54.00 1,426.84 77,049.47 - d = 1.75 m l.m. 36.00 1,557.35 56,064.45 - d = 2.00 m l.m. 14.00 1,687.85 23,629.90


- 450 mm Ǿ Pipes - - d = 1.25 m l.m. 207.00 1,959.68 405,653.06 - d = 1.50 m l.m. 127.00 2,123.86 269,730.08


- d = 1.50 m l.m. 73.00 2,898.94 211,622.58 - d = 1.75 m l.m. 78.00 3,095.40 241,440.96

- 750 mm Ǿ Pipes -

- 600 mm Ǿ Pipes

- d = 1.75 m l.m. 168.00 4,682.51 786,661.03 - d = 4.00 m l.m. 7.00 6,742.50 47,197.52

- 900 mm Ǿ Pipes - - d = 1.75 m l.m. 36.00 5,623.02 202,428.64

- 1050 mm Ǿ Pipes - - d = 2.00 m l.m. 8.00 6,761.50 54,092.02

-

b.A DRAINAGE STRUCTURES (1 Conduit) - b.4 Terrain Inlet Manhole -

- TIM 300 mm Ǿ - - d = 1.25 m ea. 59.00 26,128.83 1,541,601.25 - d = 1.50 m ea. 9.00 28,472.29 256,250.62 - d = 2.25 m ea. 1.00 37,705.79 37,705.79 - d = 2.50 m ea. 1.00 41,045.56 41,045.56 - TIM 375 mm Ǿ - d = 1.50 m ea. 18.00 28,472.29 512,501.24 - d = 1.75 m ea. 3.00 31,812.07 95,436.20 - d = 2.00 m ea. 2.00 34,380.05 68,760.09 - d = 2.25 m ea. 1.00 37,705.79 37,705.79 - TIM 450 mm Ǿ -

- d = 1.50 m ea. 11.00 28,472.29 313,195.20 - d = 1.75 m ea. 7.00 31,812.07 222,684.47 - TIM 525 mm Ǿ -

- d = 1.75 m ea. 7.00 31,812.07 222,684.47 - d = 2.00 m ea. 4.00 34,380.05 137,520.18 - TIM 600 mm Ǿ -

- d = 1.75 m ea. 4.00 31,812.07 127,248.27 - d = 2.00 m ea. 4.00 34,380.05 137,520.18 - TIM 750 mm Ǿ -

- d = 1.75 m ea. 1.00 34,604.57 34,604.57 - d = 2.00 m ea. 6.00 37,228.68 223,372.07 - TIM 900 mm Ǿ -

- d = 2.00 m ea. 2.00 40,007.15 80,014.29 -

- TIM 1050 mm Ǿ - - d = 2.25 m ea. 1.00 48,398.68 48,398.68

- b.6 Terrain Inlet Box -

- TIB 300 mm Ǿ - - d = 1.50 m ea. 115.00 11,660.84 1,340,996.66

- b.8 Area Drain -

- AD 300 mm Ǿ - - d = 1.25 m ea. 5.00 29,130.42 145,652.12

- Drainage Outfall -

- 750 mm Ǿ (4.25m) ea. 1.00 27,923.35 27,923.35 - 900 mm Ǿ (2.00m) ea. 1.00 30,258.60 30,258.60

- 1050 mm Ǿ (2.25m) ea. 1.00 32,736.25 32,736.25 -

c. Collector Pipe - ø200mm PVC Pipe l.m. 2,160.64 1,250.31 2,701,472.07 ø100mm End Plug ea. 265.00 904.47 239,684.41

- Anaerobic Trench -

750mmØ ea 1.00 439,592.09 439,592.09 900mmØ ea 1.00 623,437.95 623,437.95

1050mmØ ea 1.00 701,194.27 701,194.27 -

c. Lot Connections (ø150 mm PVC) - c.1 Stub Out Connected to Manhole ea. 155.00 953.44 147,782.56 c.2 Stub Out Connected to Boxes ea. 166.00 953.44 158,270.35 c.2 Stub Out Connected to PVC Collector Pipe ea. 225.00 2,475.00 556,874.65

- d. Lot Connection Marker -

d.1 L = 4.0 m ea. 546.00 771.80 421,401.13 -




Summary of Proposal






Division 2 SURVEY WORKS 1,494,900.52 Division 3 EARTHWORKS 10,279,723.14 Division 5 ROAD RIGHT OF WAY 25,870,747.63 Division 7 RETAINING WALL/SLOPE PROTECTION 7,120,534.82


Overall Total








649,240.17 8.57

44,765,906.11 591.06 19.74 135.73 341.58 94.01

26,152,263.96 345.30 92.32 252.98

71,567,410.24 944.93










a. Line & Grade mos 9.00 77,931.46 701,383.11 b. Lot Monumenting lots 546.00 504.26 275,327.25

Sub Total : DIVISION 02 - SURVEY WORKS 976,710.37

DIVISION 03 - EARTHWORKS FOR BLOCK DEVELOPMENTa. Clearing & Grubbing 75,738.30 b. Soil Stripping m3 7,573.83 44.32 335,672.74 c. Cut m3 27,487.72 44.32 1,218,257.90 d. Engineered Fill





DIVISION 05 - ROAD RIGHT OF WAYa. Sub Grade Preparation m2 25,214.50 15.65 394,618.78 c. Base Coarse m3 3,450.56 725.35 2,502,858.17 e. Portland Cement Concrete Pavement (PCCP)2 - 3000 Psi (thk = 175 mm) m2 2,342.60 606.03 1,419,689.82 4 - 3000 Psi (thk = 150 mm) m2 13,679.40 527.80 7,219,955.44 g. Curb & Gutter3 - S - Type Curb & Gutter l.m. 7,370.00 437.41 3,223,684.78 4 - Barrier l.m. 60.00 221.65 13,298.77 h. Concrete Sidewalk

- Concrete Sidewalk (thk = 100 mm) m2 3,920.60 279.97 1,097,636.53 - Base Coarse m3 392.06 725.35 284,380.46




c. RC Hybrid Retaining Wallh = 0.50 m lm 11.00 4,223.79 46,461.68 h = 0.75 m lm 112.07 6,335.68 710,062.18 h = 1.00 m lm 161.64 8,447.58 1,365,425.02 h = 1.25 m lm 73.68 10,559.47 777,989.15 h = 1.50 m lm 36.40 11,991.96 436,547.94 h = 1.75 m lm 18.39 12,920.21 237,656.93 h = 2.00 m lm 22.55 13,840.78 312,109.65 h = 2.25 m lm 5.50 17,927.19 98,599.53 h = 2.50 m lm 8.25 18,852.71 155,534.86 h = 2.75 m lm 11.00 23,182.44 255,006.89

h = 3.00 m lm 11.00 24,180.27 265,982.97 h = 3.25 m lm 8.25 25,542.83 210,728.37 h = 3.50 m lm 2.75 26,905.40 73,989.84



46,759,386.72






- 63 mm Ǿ Pipes (2") l.m. 1,328.00 444.53 590,335.28 - 90 mm Ǿ Pipes (3") l.m. 1,839.00 561.15 1,031,947.25 - 110 mm Ǿ Pipes (4") l.m. 509.00 696.10 354,315.93 - 160 mm Ǿ Pipes (6") l.m. 298.00 1,160.40 345,798.88

- - c. CI Fittings (Including Concrete Thrust Blocks) - -

c.2 For 63 mm Ǿ Pipes - - - Elbow 90º X 63 mm pcs 11.00 976.44 10,740.79 - Elbow 45º X 63 mm pcs 6.00 863.66 5,181.98

- Elbow 22.5º X 63 mm pcs 7.00 863.66 6,045.65 - Elbow 11.25º X 63 mm pcs 41.00 863.66 35,410.22

- Tee 63 mm pcs 11.00 1,119.46 12,314.09 - Tee Reducer 90 x 63 mm pcs 11.00 1,247.82 13,726.02

- Tee Reducer 110 x 63 mm pcs 2.00 1,653.98 3,307.96 - Cross Tee 63 x 63 mm pcs 1.00 1,451.36 1,451.36

- Cross Tee Reducer 90 x 63 mm pcs 1.00 1,487.12 1,487.12 - -

c.4 For 90 mm Ǿ Pipes - - - Elbow 90º X 90 mm pcs 2.00 1,181.81 2,363.62 - Elbow 45º X 90 mm pcs 4.00 1,067.20 4,268.81


- Tee 90 mm pcs 8.00 1,451.36 11,610.87 - Tee Reducer 110 x 90 mm pcs 5.00 1,856.60 9,283.01 - Tee Reducer 160 x 90 mm pcs 1.00 2,691.84 2,691.84

- Cross Tee 90 x 90 mm pcs 2.00 1,819.01 3,638.02 - Reducer 110 x 90 mm pcs 4.00 1,400.02 5,600.06

- - c.5 For 110 mm Ǿ Pipes - -

- Elbow 90º X 110 mm pcs 1.00 1,730.08 1,730.08 - Elbow 45º X 110 mm pcs 2.00 1,559.55 3,119.09

- Elbow 11.25º X 110 mm pcs 24.00 1,559.55 37,429.10 - Tee 110 mm pcs 2.00 1,966.62 3,933.25

- Tee Reducer 160 x 110 mm pcs 4.00 3,059.50 12,237.99 - Reducer 160 x 110 mm pcs 2.00 2,035.39 4,070.77

- - c.6 For 160 mm Ǿ Pipes - -

- Elbow 45º X 160 mm pcs 4.00 2,284.77 9,139.07 - Elbow 11.25º X 160 mm pcs 9.00 2,284.77 20,562.90

- Tee 160 mm pcs 1.00 3,072.33 3,072.33 - -

d..2 Gate Valve - - - 160 mm Ǿ pcs 4.00 9,761.60 39,046.41 - 110 mm Ǿ pcs 6.00 6,471.06 38,826.37 - 90 mm Ǿ pcs 20.00 5,712.83 114,256.68 - 63 mm Ǿ pcs 13.00 3,915.83 50,905.74

- - d..3 Air Relief Valve - -

- 90 mm Ǿ pcs 1.00 17,419.97 17,419.97 - -

d..4 Fire Hydrants - - - 160 mm Ǿ pcs 1.00 32,703.89 32,703.89 - 110 mm Ǿ pcs 2.00 31,856.50 63,713.00 - 90 mm Ǿ pcs 4.00 27,525.39 110,101.56

- - e. Lot Connections - -

For Single Service - - Lot Non-Cross Connections (Single Connections) - -

20mmø tapped to 160mmø main - - 6.50M RROW ea. 2.00 2,153.66 4,307.32

20mmø tapped to 110mmø main - -

8.00M RROW ea. 2.00 2,047.31 4,094.61 6.50M RROW ea. 7.00 2,047.31 14,331.14

20mmø tapped to 90mmø main - - 12.00M RROW ea. 1.00 1,892.36 1,892.36 8.00M RROW ea. 2.00 1,892.36 3,784.72 6.50M RROW ea. 22.00 1,892.36 41,631.90


- - Lot Cross Connections (Single Connections) - -


20mmø tapped to 110mmø main - - 8.00M RROW ea. 3.00 3,031.99 9,095.98 6.50M RROW ea. 1.00 2,864.21 2,864.21



- - For Double Service - -

Lot Non-cross Connections (Double Connections) - - 25mmø tapped to 160mmø main - -

6.50M RROW ea. 1.00 3,031.99 3,031.99 25mmø tapped to 110mmø main - -

8.00M RROW ea. 6.00 3,082.42 18,494.51 6.50M RROW ea. 8.00 3,082.42 24,659.35



- - Lot Cross Connections (Double Connections) - -





- - f. Irrigation (150mm Ø) - -

Lot Non-cross Connections ea. 10.00 2,738.41 27,384.11 - -

g. Lot Connection Marker ea. 579.00 504.26 291,967.91 - -

h Testing & Commissioning lot 1.00 217,542.96 217,542.96 -

Sub Total : DIVISION 08 - POTABLE WATER SYSTEM - 4,666,438.36 -

DIVISION 09 - DRAINAGE SYSTEM - Drainage Crossing 300mmØ l.m. 700.00 1,021.18 714,824.00

- - a.1 REINFORCED CONCRETE PIPES (Class II Wall B) (Single Conduit) - -

- 300 mm Ǿ Pipes - - - d = 1.00 m l.m. 1,269.00 760.79 965,448.08 - d = 1.25 m l.m. 280.00 846.98 237,153.68 - d = 1.50 m l.m. 54.00 932.24 50,341.15 - d = 1.75 m l.m. 36.00 1,017.51 36,630.35 - d = 2.00 m l.m. 14.00 1,102.78 15,438.86

- 375 mm Ǿ Pipes - - - d = 1.25 m l.m. 312.00 1,039.43 324,302.61 - d = 1.50 m l.m. 28.00 1,134.78 31,773.92 - d = 1.75 m l.m. 58.00 1,231.05 71,400.97

- 450 mm Ǿ Pipes - - - d = 1.25 m l.m. 207.00 1,280.38 265,038.07 - d = 1.50 m l.m. 127.00 1,387.65 176,231.24

- 525 mm Ǿ Pipes - - - d = 1.50 m l.m. 155.00 1,604.56 248,707.24 - d = 1.75 m l.m. 39.00 1,782.43 69,514.77 - d = 2.75 m l.m. 27.00 2,192.26 59,190.96

- - - d = 1.50 m l.m. 73.00 1,894.06 138,266.04 - d = 1.75 m l.m. 78.00 2,022.41 157,748.21

- 600 mm Ǿ Pipes

- 750 mm Ǿ Pipes - - - d = 1.75 m l.m. 168.00 3,059.37 513,973.99 - d = 4.00 m l.m. 7.00 4,405.29 30,837.04

- 900 mm Ǿ Pipes - - - d = 1.75 m l.m. 36.00 3,673.86 132,259.07

- 1050 mm Ǿ Pipes - - - d = 2.00 m l.m. 8.00 4,417.71 35,341.64

- - b.A DRAINAGE STRUCTURES (1 Conduit) - - b.4 Terrain Inlet Manhole - -

- TIM 300 mm Ǿ - - - d = 1.25 m ea. 59.00 17,071.57 1,007,222.83 - d = 1.50 m ea. 9.00 18,602.70 167,424.28 - d = 2.25 m ea. 1.00 24,635.51 24,635.51 - d = 2.50 m ea. 1.00 26,817.59 26,817.59 - TIM 375 mm Ǿ - - - d = 1.50 m ea. 18.00 18,602.70 334,848.55 - d = 1.75 m ea. 3.00 20,784.78 62,354.33 - d = 2.00 m ea. 2.00 22,462.60 44,925.19 - d = 2.25 m ea. 1.00 24,635.51 24,635.51 - TIM 450 mm Ǿ - -

- d = 1.50 m ea. 11.00 18,602.70 204,629.67 - d = 1.75 m ea. 7.00 20,784.78 145,493.45 - TIM 525 mm Ǿ - -

- d = 1.75 m ea. 7.00 20,784.78 145,493.45 - d = 2.00 m ea. 4.00 22,462.60 89,850.39 - TIM 600 mm Ǿ - -

- d = 1.75 m ea. 4.00 20,784.78 83,139.11 - d = 2.00 m ea. 4.00 22,462.60 89,850.39 - TIM 750 mm Ǿ - -

- d = 1.75 m ea. 1.00 22,609.29 22,609.29 - d = 2.00 m ea. 7.00 24,323.78 170,266.48 - TIM 900 mm Ǿ - -

- d = 2.00 m ea. 3.00 26,139.13 78,417.38 - -

- TIM 1050 mm Ǿ - - - d = 2.25 m ea. 2.00 31,621.83 63,243.67

- - b.6 Terrain Inlet Box - -

- TIB 300 mm Ǿ - - - d = 1.50 m ea. 115.00 7,618.74 876,155.52

- - b.8 Area Drain - -

- AD 300 mm Ǿ - - - d = 1.25 m ea. 5.00 19,032.70 95,163.48

- - Drainage Outfall - -

- 750 mm Ǿ (4.25m) ea. 1.00 18,244.04 18,244.04 - 900 mm Ǿ (2.00m) ea. 1.00 19,769.80 19,769.80

- 1050 mm Ǿ (2.25m) ea. 1.00 21,388.60 21,388.60 - -

c. Collector Pipe - - ø200mm PVC Pipe l.m. 2,160.64 816.91 1,765,037.70 ø100mm End Plug ea. 265.00 590.95 156,600.55

- - Anaerobic Trench - -

750mmØ ea 1.00 287,212.52 287,212.52 900mmØ ea 1.00 407,330.32 407,330.32

1050mmØ ea 1.00 458,133.30 458,133.30 - -

c. Lot Connections (ø150 mm PVC) - - c.1 Stub Out Connected to Manhole ea. 166.00 622.94 103,407.75 c.2 Stub Out Connected to Boxes ea. 177.00 622.94 110,260.07 c.2 Stub Out Connected to PVC Collector Pipe ea. 236.00 1,617.07 381,628.18

- - d. Lot Connection Marker - -

d.1 L = 4.0 m ea. 579.00 504.26 291,967.91 - -




Summary of Proposal






Division 2 SURVEY WORKS 976,710.37 Division 3 EARTHWORKS 6,716,374.79 Division 5 ROAD RIGHT OF WAY 16,380,882.98 Division 7 RETAINING WALL/SLOPE PROTECTION 4,946,095.00


Overall Total








424,188.50 5.60

29,020,063.13 383.16 12.90 88.68 216.28 65.31

17,315,135.09 228.62 61.61 167.01

46,759,386.72 617.38

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