Area: 1,856.13 2039.4923833distance : 197.88

Excavation 3,824.05 2,039.49 1.5

Fill 3,824.05

1st layer 815.80 Item 201 2,039.49 0.4

2nd layer 815.80 stabilizing layerItem 201 2,039.49 0.4

CBC 611.85 Item 202 2,039.49 0.3

JPCP 556.84 1,856.13 0.3

TS85 4,078.98 2,039.49 2

x 60.12 40.02 60.72 60.24

TX160 4,116.53 2,058.27 2

Weight 0.222 Kg 0.888 kg

6mmpRB 2,131.71 480.34 0.75 2842.275

y 34.47 34.22 33.99 33.75 x 60.12 40.02 60.72 60.24

12mmDRB 1,126.11 999.99 1,126.11

y 34.47 34.22 33.99 33.75 x 60.12 40.02 60.72 60.24

16mmdRB 1,142.31 1,793.43 0.60 1903.85

y 34.47 34.22 33.99 33.75 x 60.12 40.02 60.72 60.24

L1 L2 L318.223 56.47

Excv Drain 1.4 35.71708 110.6812 - 1.4

STRC Drain 1.8 28.7012251.75

DEM 18.223 27.33 1.5

RSBLength # Total Length

basebot X 2.05 18.223 92 188.6up X 2.05 18.223 92 188.6bot L 18.223 24 7 168up L 18.223 24 7 168

Wallvert 1.7 4 122 829.6long 18.223 24 64 1536ties 0.35 12 122 2 1024.8

Topbot X 1.4 18.223 92 128.8up X 1.4 18.223 92 128.8bot L 18.223 24 7 168up L 18.223 24 7 168

RMC 33.10 base 18.223 0.4 1.75 12.7561

wal 18.223 0.25 1.4 2 12.7561top 18.223 0.3 1.1 6.01359

Forms 132.59 0.4 2 18.223 14.5784

1 4 18.223 72.8920.3 2 18.223 10.93381.4 1 18.223 25.5122

Curb38.216 56.469 94.685

0.15 0.15 0.3 0.3conc 9.3815120mm RSB 66 0.6 39.6 7forms 11.4648 2.928 3.9155738

grouted riprap 20.455265519 18.223

56.469 0.3622388482

LINED DITCH56.469

CHB 1.4 1.4 79.0566 1068CEMENT 16SAND 9CONCRETE 0.65 0.2 7.3409710mmDRB 660 1041.48

vert 1.6 95 304hor 67.7628 3 204xsectional 0.65 190 123.5dowel 0.3 95 28.5

4159.3362.7 56.469 152.4663

59.75 59.26 58.77 58.29 57.8 57.44 572.412003.435

5,709.64 5 1.7 187.424 1593.104

1.57 kg

33.51 33.28 33.04 32.8 32.57 32.33 32.09 31.8559.75 59.26 58.77 58.29 57.8 57.44

33.51 33.28 33.04 32.8 32.57 32.33 32.09 31.8559.75 59.26 58.77 58.29 57.8 57.44

33.51 33.28 33.04 32.8 32.57 32.33 32.09 31.8559.75 59.26 58.77 58.29 57.8 57.44

101.2389

8,602.19 Total Length Size Unit Weight TotalWeight

188.6 20mm 2.466 465.09 188.6 20mm 2.466 465.09 168 20mm 2.466 414.29 168 20mm 2.466 414.29

829.6 20mm 2.466 2,045.79 1536 16mm 1.578 2,423.81

1024.8 12mm 0.888 910.02

128.8 20mm 2.466 317.62 128.8 20mm 2.466 317.62 168 20mm 2.466 414.29 168 20mm 2.466 414.29

33.10 12.756112.75616.01359

132.59 14.578472.892

10.933825.5122

2.7

1144.82

31.61 31.38 31.14 30.9 30.77 553.7572.41

31.61 31.38 31.14 30.9 30.77 553.7572.41

31.61 31.38 31.14 30.9 30.77 553.7572.41

CRAFT HAVEN INTERNATIONAL SERVICES INCORPORATEDCONSTRUCTION OF 1.9-Ha. CONTAINER YARD EXTENSIONKM 15, PANACAN, DAVAO CITY

OPTION 1: JOINTED PORTLAND CONCRETE PAVEMENTLN DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT % WeightA PRELIMINARIES

Building Permit lot 1.00 90,000.00 90,000.00 Temporary Facilities lot 1.00 300,000.00 300,000.00

Sub Total 390,000.00 2.61%B EARTHWORKS

1 Excavation 3,824.05 207.76 794,484.26 2 Embankment at Subgrade (Item 201-Aggregates Base Course) H=0.40m 815.80 2,635.83 2,150,302.08 3 Stabilizing Layer (Compacted Item 201-Aggregate Base Course every 200mm layer) H=0.4m) 815.80 1,173.41 957,264.30

Sub Total 3,902,050.64 26.10%C GEOGRID & GEOTEXTILE (INSTALLATION COST ONLY)

4 Geotextile TS-85 4,159.34 9.54 39,680.07 5 Geogrid TX160 5,709.64 10.60 60,522.16

Sub Total 100,202.23 0.67%D RIGID PAVEMENT

Container Yard6 Item 202 - Crushed Aggregate Base Course (300mm thick) 611.85 1,975.00 1,208,399.24

7A Jointed Portland Cement Pavement (JPCP) 4000Psi @28 days 278.42 6,732.72 1,874,519.66 7B Jointed Portland Cement Pavement (JPCP) 4000Psi @7 days 278.42 7,279.57 2,026,773.29

8 Kg 480.34 156.01 74,937.43 9 Kg 999.99 176.84 176,837.47

10 Kg 1,793.43 173.52 311,195.40 Sub Total 5,672,662.48 37.94%

E DRAINAGE SYSTEM11 Structure Excavation 146.40 551.98 80,808.92 12 Demolition of Existing Pavement 27.33 1,585.69 43,344.04 13 Structural Concrete 33.10 6,515.02 215,660.71 14 Reinforcing Steel Bars Kg 8,602.19 120.99 1,040,779.31 15 Formworks 132.59 1,140.37 151,202.28 16 CHB Lined Canal lm 56.47 3,237.50 182,818.39 17 Grouted Riprap 20.46 4,378.86 89,570.74 18 Concrete Curb lm 94.69 1,686.30 159,667.32

Sub Total 1,963,851.71 13.13%

PROJECT COST (EXCLUSDING GEOSYNTHETICS MATERIAL COST) 12,028,767.07 80.45%

F GEOGRID & GEOTEXTILE (MATERIAL COST ONLY)1 Geotextile TS-85 4,159.34 238.00 989,922.04 2 Geogrid TX160 5,709.64 338.70 1,933,854.24

Sub Total 2,923,776.27 19.55%

TOTAL PROJECT COST 14,952,543.34 100.00%

Variance from the previously submitted cost 2,789,624.26

m3m3m3

m2m2

m3m3m4

Reinforcing Steel Bars: 6mm Deformed Round Bars DOWEL SEATReinforcing Steel Bars: 12mm Deformed Round Bars HOLDERReinforcing Steel Bars: 16mm Plain Bars DOWEL BAR

m3m3m3

m2

m3

m2m2

DETAILED UNIT PRICE ANALYSIS

ITEM NO. 1 QUANTITY : 3,824.05 DESCRIPTION : Electrical Support Structures (C-Purling Set up) UNIT PRICE : 207.76

MATERIALSSN Description Unit Qty Unit Price Amount 1 C- Purling 1.5x50mmx150mm 1 165 625 103,125.00 2 Round Bar 12mm 1 85 150 12,750.00 3 Flat Bar 1" 1 60 350 21,000.00 4 Thread Rod 1 80 350 28,000.00 5 Bolt and Washer 1 400 20 8,000.00 6 Epoxy Primer 1 12 585 7,020.00 7 Channel 1 100 980 98,000.00 6 Bracket 1 100 45 4,500.00

Sub-Total (Materials) 282,395.00 EQUIPMENT

SN Description Qty Day Rate Amount 1 Steel Cutter 2 20.00 550 22,000.00 2 Welding Machine 2 20.00 550 22,000.00 3 Air Compressor 2 20.00 550 22,000.00 4 Electric Drill 2 20.00 550 22,000.00 5 Scaffolding Set up 18 20.00 50 18,000.00

Electric Power Consumption 25% 16,500.00

Sub-Total (Equipment) 122,500.00 MANPOWER

SN Description Qty Days Daily Rate Amount 1 Lead Man-Dayshift (D) 2 20.00 500 20,000.00 2 Skilled Worker D 4 20.00 400 32,000.00 3 Unskilled Worker D 6 20.00 300 36,000.00 4 Lead Man-Nightshift (N) 2 20.00 550 22,000.00 5 Skilled Worker N 4 20.00 450 36,000.00 6 Unskilled Worker N 6 20.00 350 42,000.00

Sub-Total (Manpower) 188,000.00 Total 592,895.00

12% VAT 71,147.40 5% Contigencies 29,644.75

2% Withholding Tax 11,857.90 5% Supervision 29,644.75

10% Contractor's Profit 59,289.50 201,584.30

GRAND TOTAL 794,479.30 794,479.30

PAY ITEM PRICE 207.76

DETAILED UNIT PRICE ANALYSIS

ITEM NO. 2 QUANTITY : 815.80 DESCRIPTION : Electrical Rough-in /Wiring Top UNIT PRICE : 2635.83

MATERIALSSN Description Unit Qty Unit Price Amount 1 Electrical Wire 3.5 sq.mm mtrs 15,500 35 542,500.00 2 Cable tie 4" pcs 7500 5 37,500.00 3 Electrical Tape rlls 450 40 18,000.00 4 Electrical Wire 2.0 sq.mm mtrs 13800 30 414,000.00 5 EMT Pipe 15mm length 150 200 30,000.00 6 EMT Pipe 20mm length 100 300 30,000.00 7 EMT Pipe 25mm length 100 412 41,200.00 8 EMT Elbow 15mm pcs 350 20 7,000.00 9 EMT Elbow 20mm pcs 200 30 6,000.00 10 EMT Elbow 25mm pcs 75 52 3,900.00 11 EMT Coupling 15mm pcs 500 10 5,000.00 12 EMT Coupling 20mm pcs 300 15 4,500.00 13 EMT Coupling 25mm pcs 80 20 1,600.00 14 EMT Adaptor 15mm pcs 450 10 4,500.00 15 EMT Adaptor 20mm pcs 250 15 3,750.00 16 EMT Adaptor 25mm pcs 50 20 1,000.00 17 Thread Rod pcs 150 350 52,500.00 18 Channel pcs 100 980 98,000.00 19 Bracket pcs 100 45 4,500.00 20 Metal Flexible Hose mtrs 300 35 10,500.00 21 Metal Junction Box D.T. w/cover pcs 200 55 11,000.00 22 Metal Square Box pcs 150 110 16,500.00 24 Metal Flange 1/2" pcs 250 115 28,750.00

25 G.I. Pipe s-20 length

Sub-Total (Materials) 1,372,200.00 EQUIPMENT

SN Description Qty Days Rate Amount 1 Scalfholding 18 20.00 50 18,000.00 2 Electric Drill 4 20.00 500 40,000.00 2 Electric Cutter 1 10.00 500 5,000.00 2 Electric Threader 1 10.00 750 7,500.00

Sub-Total (Equipment) 70,500.00 MANPOWER

SN Description Qty Days Daily Rate Amount 1 Lead Man-Dayshift (D) 2 20.00 500 20,000.00 2 Skilled Worker D 4 20.00 400 32,000.00 3 Unskilled Worker D 4 20.00 300 24,000.00 4 Lead Man-Nightshift (N) 2 20.00 550 22,000.00 5 Skilled Worker N 4 20.00 450 36,000.00 6 Unskilled Worker N 4 20.00 350 28,000.00

Sub-Total (Manpower) 162,000.00 Total 1,604,700.00

12% VAT 192,564.00 5% Contigencies 80,235.00

2% Withholding Tax 32,094.00 5% Supervision 80,235.00

10% Contractor's Profit 160,470.00 545,598.00 GRAND TOTAL 2,150,298.00 2,150,298.00

PAY ITEM PRICE 2,635.83

DETAILED UNIT PRICE ANALYSIS

ITEM NO. 3 QUANTITY : 815.80 DESCRIPTION : Electical Rough-ins Bottom UNIT PRICE : 1173.41

MATERIALSSN Description Unit Qty Unit Price Amount 1 PVC Pipe 3/4" lght 970.00 87 84,390.00 2 PVC Elbow 3/4" lght 160.00 25 4,000.00

3 Tie Wire kg 25.00 85 2,125.00 4 Hacksaw Blade pcs 6.00 60 360.00 5 Electrical Wire 2.0sqmm mtr 3000 30 90,000.00

6 Electrical Wire 3.5sqmm mtr 4300 35 150,500.00 7 Electrical Wire 5.5sqmm mtr 3250 48 156,000.00

Sub-Total (Materials) 487,375.00 EQUIPMENT

SN Description Qty Days Rate Amount 1 Mini Jack Hammer 2 20.00 650 26,000.00 2 Concrete Cutter 2 20.00 650 26,000.00

-

Electric Power Consumption 25% 13,000.00

Sub-Total (Equipment) 65,000.00 MANPOWER

SN Description Qty Days Daily Rate Amount 1 Lead Man 2 20.00 500 20,000.00 2 Skilled Worker 4 20.00 400 32,000.00 3 Unskilled Worker 4 20.00 300 24,000.00 4 Lead Man-Nightshift (N) 2 20.00 550 22,000.00 5 Skilled Worker N 4 20.00 450 36,000.00 6 Unskilled Worker N 4 20.00 350 28,000.00

Sub-Total (Manpower) 162,000.00 Total 714,375.00

12% VAT 85,725.00 5% Contigencies 35,718.75

2% Withholding Tax 14,287.50 5% Supervision 35,718.75

10% Contractor's Profit 71,437.50 242,887.50 GRAND TOTAL 957,262.50 957,262.50

PAY ITEM PRICE 1,173.41

DETAILED UNIT PRICE ANALYSIS

ITEM NO. 4 QUANTITY : 4,159.34 DESCRIPTION : Fixture (Pop -up, Switches and PanelBoards) UNIT PRICE : 97.09

MATERIALSSN Description Unit Qty Unit Price Amount 1 Pou-up C.o. sets 95.00 2850 270,750.00 2 Switch 3gang sets 20 220 4,400.00 3 Switch 2gang sets 2 180 360.00 4 Switch 1gang sets 2 102 204.00 5 Switch Cabinet sets 1 7500 7,500.00

6 Light Fixtures

Sub-Total (Materials) 283,214.00 EQUIPMENT

SN Description Qty Days Rate Amount 1 Scalfholding 18 20.00 50 18,000.00

- -

Fuel Consumption 25% 4,500.00

Sub-Total (Equipment) 22,500.00 MANPOWER

SN Description Qty Days Daily Rate Amount 1 Lead Man 1 1.00 400 400.00 2 Skilled Worker 3 1.00 350 1,050.00 3 Unskilled Worker 6 1.00 250 1,500.00

2850Sub-Total (Manpower) 2,950.00 31.05263

Total 308,664.00 2881.05312% VAT 37,039.68

5% Contigencies 12,346.56 2% Withholding Tax 6,173.28

5% Supervision 12,346.56 10% Contractor's Profit 27,779.76 95,685.84

GRAND TOTAL 404,349.84 404,349.84

PAY ITEM PRICE 97.09

DETAILED UNIT PRICE ANALYSIS

ITEM NO. 5 QUANTITY : 5,709.64 DESCRIPTION : Geotextile TS-85 UNIT PRICE : 511.62 387.63

123.99MATERIALS

SN Description Unit Qty Unit Price Amount 1 Tensar Triax TX160 sq.m. 5,709.64 387.5 2,212,484.55 2

Sub-Total (Materials) 2,212,484.55 EQUIPMENT

SN Description Qty Hours Rate Amount 1 - 2 -

-

Fuel Consumption 25% -

Sub-Total (Equipment) - MANPOWER

SN Description Qty Days Daily Rate Amount 1 Lead Man 1 9.00 400 3,600.00 2 Skilled Worker 2 9.00 350 6,300.00 3 Unskilled Worker 5 9.00 250 11,250.00

Sub-Total (Manpower) 21,150.00 3.704263Total 2,233,634.55 387.5

12% VAT 268,036.15 391.20435% Contigencies 89,345.38 782.4085

2% Withholding Tax 44,672.69 5% Supervision 89,345.38

10% Contractor's Profit 201,027.11 692,426.71 GRAND TOTAL 2,926,061.26 2,926,061.26

PAY ITEM PRICE 511.62

DETAILED UNIT PRICE ANALYSIS

ITEM NO. 6 QUANTITY : 611.85 DESCRIPTION : Crushed Aggreggate Base Course UNIT PRICE : 1975

MATERIALSSN Description Unit Qty Unit Price Amount 1 Crushed Aggreggate Base Course cu.m. 764.81 850 650,088.20 2

Sub-Total (Materials) 650,088.20 EQUIPMENT

SN Description Qty Hours Rate Amount 1 Road Grader 1 48.00 2000 96,000.00 2 Vibratory Road Compactor 1 48.00 2000 96,000.00

-

Fuel Consumption 25% 48,000.00

Sub-Total (Equipment) 240,000.00 MANPOWER

SN Description Qty Days Daily Rate Amount 1 Lead Man 1 6.00 400 2,400.00 2 Skilled Worker 3 6.00 350 6,300.00 3 Unskilled Worker 2 6.00 250 3,000.00

Sub-Total (Manpower) 11,700.00 Total 901,788.20

12% VAT 108,214.58 5% Contigencies 45,089.41

2% Withholding Tax 18,035.76 5% Supervision 45,089.41

10% Contractor's Profit 90,178.82 306,607.99

GRAND TOTAL 1,208,396.18 1,208,396.18

PAY ITEM PRICE 1,975.00

DETAILED UNIT PRICE ANALYSIS

ITEM NO. 7A QUANTITY : 278.42 DESCRIPTION : Jointed Portland Cement Pavement (JPCP) 4000Psi @28 days UNIT PRICE : 6,732.72

MATERIALSSN Description Unit Qty Unit Price Amount 1 Ready Mix Reinforced Concrete (4000psi) cu.m. 292.34 3800 1,110,893.28 2 Steel Forms (rental rate) length 327.36 250 81,839.39 3 Rubber Const Joint Sealant length 1,126.11 65 73,197.15

Sub-Total (Materials) 1,265,929.82 1,184,090.43 EQUIPMENT

SN Description Qty Hours Rate Amount 1 Pumpcrete 1 229.49 250 57,371.79 2 Concrete Vibrator 2 16.00 350 11,200.00 3 Concrete Screeder 1 16.00 900 14,400.00 4 Concrete Cutter 2 16.00 350 11,200.00 5 Concrete Drill 2 6.00 350 4,200.00

Fuel Consumption 25% 24,592.95

Sub-Total (Equipment) 122,964.74 MANPOWER

SN Description Qty Days Daily Rate Amount 1 Lead Man 1 2.00 400 800.00 2 Skilled Worker 6 2.00 350 4,200.00 3 Unskilled Worker 10 2.00 250 5,000.00

Sub-Total (Manpower) 10,000.00 Total 1,398,894.56

12% VAT 167,867.35 5% Contigencies 69,944.73

2% Withholding Tax 27,977.89 5% Supervision 69,944.73

10% Contractor's Profit 139,889.46 475,624.15 GRAND TOTAL 1,874,518.71 1,874,518.71

PAY ITEM PRICE 6,732.72

DETAILED UNIT PRICE ANALYSIS

ITEM NO. 7BDESCRIPTION : Jointed Portland Cement Pavement (JPCP) 4000Psi @28 days

MATERIALSSN Description Unit Qty1 Ready Mix Reinforced Concrete (4000psi) cu.m. 292.34 2 Steel Forms (rental rate) length 163.68 3 Rubber Const Joint Sealant length 1,126.11

Sub-Total (Materials)EQUIPMENT

SN Description Qty Hours1 Pumpcrete 1 233.87 2 Concrete Vibrator 3 16.00 3 Concrete Screeder 1 16.00 4 Concrete Cutter 2 16.00 5 Concrete Drill 2 6.00

Fuel Consumption 25%

Sub-Total (Equipment)MANPOWER

SN Description Qty Days1 Lead Man 1 2.00 2 Skilled Worker 6 2.00 3 Unskilled Worker 10 2.00

Sub-Total (Manpower)Total

12% VAT5% Contigencies

2% Withholding Tax5% Supervision

10% Contractor's ProfitGRAND TOTAL

PAY ITEM PRICE

QUANTITY : 278.42 UNIT PRICE : 7,279.57

Unit Price Amount 4300 1,257,063.45

250 40,919.69 65 73,197.15

Sub-Total (Materials) 1,371,180.30 1,330,260.60

Rate Amount 250 58,468.07 350 16,800.00 900 14,400.00 350 11,200.00 350 4,200.00

26,267.02

Sub-Total (Equipment) 131,335.08

Daily Rate Amount 400 800.00 350 4,200.00 250 5,000.00

Sub-Total (Manpower) 10,000.00 Total 1,512,515.38

12% VAT 181,501.85 5% Contigencies 75,625.77

2% Withholding Tax 30,250.31 5% Supervision 75,625.77

10% Contractor's Profit 151,251.54 514,255.23 GRAND TOTAL 2,026,770.61 2,026,770.61

PAY ITEM PRICE 7,279.57

DETAILED UNIT PRICE ANALYSIS

ITEM NO. 8 QUANTITY : 480.34 DESCRIPTION : 6mm Deformed Round Bars DOWEL SEAT UNIT PRICE : 156.01

MATERIALSSN Description Unit Qty Unit Price Amount 1 6mm DRB with 5% wastage kg 504.35 55 27,739.48 2 Tie Wire kg 75.65 45 3,404.39

Sub-Total (Materials) 31,143.87 212,261.75 EQUIPMENT

SN Description Qty Hours Rate Amount 1 Electric Bar Cutter 1 11.00 350 3,850.00

- -

ElectricConsumption 15% 577.50

Sub-Total (Equipment) 4,427.50 16,502.50 MANPOWER

SN Description Qty Days Daily Rate Amount 1 Lead Man 1 11.00 400 4,400.00 2 Skilled Worker 2 11.00 350 7,700.00 3 Unskilled Worker 3 11.00 250 8,250.00

Sub-Total (Manpower) 20,350.00 191,350.00 Total 55,921.37 420,114.25 420,114.25

12% VAT 6,710.56 50,413.71 50,413.71 5% Contigencies 2,796.07 21,005.71 21,005.71

2% Withholding Tax 1,118.43 8,402.28 8,402.28 5% Supervision 2,796.07 21,005.71 21,005.71

10% Contractor's Profit 5,592.14 42,011.42 42,011.42 142,838.84 GRAND TOTAL 74,934.64 562,953.09 562,953.09

PAY ITEM PRICE 156.01

DETAILED UNIT PRICE ANALYSIS

ITEM NO. 9 QUANTITY : 999.99 DESCRIPTION : 12mm Deformed Round Bars HOLDER UNIT PRICE : 176.84

MATERIALSSN Description Unit Qty Unit Price Amount 1 12mm DRB with 5% wastage kg 1,049.98 55 57,749.17 2 Tie Wire kg 157.50 45 7,087.40

Sub-Total (Materials) 64,836.57 EQUIPMENT

SN Description Qty Hours Rate Amount 1 Electric Bar Cutter 1 11.00 350 3,850.00

- -

ElectricConsumption 15% 577.50

Sub-Total (Equipment) 4,427.50 MANPOWER

SN Description Qty Days Daily Rate Amount 1 Lead Man 1 11.00 400 4,400.00 2 Skilled Worker 8 11.00 350 30,800.00 3 Unskilled Worker 10 11.00 250 27,500.00

Sub-Total (Manpower) 62,700.00 Total 131,964.07

12% VAT 15,835.69 5% Contigencies 6,598.20

2% Withholding Tax 2,639.28 5% Supervision 6,598.20

10% Contractor's Profit 13,196.41 GRAND TOTAL 176,831.86

PAY ITEM PRICE 176.84

DETAILED UNIT PRICE ANALYSIS

ITEM NO. 10 QUANTITY : 1,793.43 DESCRIPTION : 16mm Plain Round Bars DOWEL UNIT PRICE : 173.52

MATERIALSSN Description Unit Qty Unit Price Amount 1 12mm DRB with 5% wastage kg 1,883.10 55 103,570.39 2 Tie Wire kg 282.46 45 12,710.91

Sub-Total (Materials) 116,281.30 EQUIPMENT

SN Description Qty Hours Rate Amount 1 Electric Bar Cutter 1 19.00 350 6,650.00

- -

ElectricConsumption 15% 997.50

Sub-Total (Equipment) 7,647.50 MANPOWER

SN Description Qty Days Daily Rate Amount 1 Lead Man 1 19.00 400 7,600.00 2 Skilled Worker 8 19.00 350 53,200.00 3 Unskilled Worker 10 19.00 250 47,500.00

Sub-Total (Manpower) 108,300.00 Total 232,228.80

12% VAT 27,867.46 5% Contigencies 11,611.44

2% Withholding Tax 4,644.58 5% Supervision 11,611.44

10% Contractor's Profit 23,222.88 GRAND TOTAL 311,186.60

PAY ITEM PRICE 173.52

DETAILED UNIT PRICE ANALYSIS

ITEM NO. 11 QUANTITY : 146.40 DESCRIPTION : Structure Excavation UNIT PRICE : 246.68

MATERIALSSN Description Unit Qty Unit Price Amount 12

Sub-Total (Materials) - EQUIPMENT

SN Description Qty Hours Rate Amount 1 Excavator 1 8.00 1500 12,000.00 2 Dump Tuck 1 8.00 1000 8,000.00

-

Fuel Consumption 25% 5,000.00

Sub-Total (Equipment) 25,000.00 MANPOWER

SN Description Qty Days Daily Rate Amount 1 Lead Man 1 1.00 400 400.00 2 Skilled Worker 3 1.00 350 1,050.00 3 Unskilled Worker 2 1.00 250 500.00

Sub-Total (Manpower) 1,950.00 Total 26,950.00

12% VAT 3,234.00 5% Contigencies 1,347.50

2% Withholding Tax 539.00 5% Supervision 1,347.50

10% Contractor's Profit 2,695.00 9,163.00

GRAND TOTAL 36,113.00 36,113.00

PAY ITEM PRICE 246.68

DETAILED UNIT PRICE ANALYSIS

ITEM NO. 12 QUANTITY : #REF!DESCRIPTION : Demolition & Drain Excavation UNIT PRICE : #REF!

MATERIALSSN Description Unit Qty Unit Price Amount 12

Sub-Total (Materials) - EQUIPMENT

SN Description Qty Hours Rate Amount 1 Excavator 1 #REF! 1500 #REF!2 Dump Tuck 1 #REF! 1000 #REF!3 Excavator with Jack Hammer 1 #REF! 2000 #REF!

Fuel Consumption 25% #REF!

Sub-Total (Equipment) #REF!MANPOWER

SN Description Qty Days Daily Rate Amount 1 Lead Man 1 #REF! 400 #REF!2 Skilled Worker 3 #REF! 350 #REF!3 Unskilled Worker 2 #REF! 250 #REF!

Sub-Total (Manpower) #REF!Total #REF!

12% VAT #REF!5% Contigencies #REF!

2% Withholding Tax #REF!5% Supervision #REF!

10% Contractor's Profit #REF! #REF!GRAND TOTAL #REF! #REF!

PAY ITEM PRICE #REF!

DETAILED UNIT PRICE ANALYSIS

ITEM NO. 13 QUANTITY : #REF!DESCRIPTION : Demolition of Existing Concrete Pavement UNIT PRICE : #REF!

MATERIALSSN Description Unit Qty Unit Price Amount 12

Sub-Total (Materials) - EQUIPMENT

SN Description Qty Hours Rate Amount 1 Excavator with Jack Hammer 1 #REF! 2000 #REF!2 Dump Tuck 1 #REF! 1000 #REF!

-

Fuel Consumption 25% #REF!

Sub-Total (Equipment) #REF!MANPOWER

SN Description Qty Days Daily Rate Amount 1 Lead Man 1 #REF! 400 #REF!2 Skilled Worker 2 #REF! 350 #REF!3 Unskilled Worker 2 #REF! 250 #REF!

Sub-Total (Manpower) #REF!Total #REF!

12% VAT #REF!5% Contigencies #REF!

2% Withholding Tax #REF!5% Supervision #REF!

10% Contractor's Profit #REF! #REF!

GRAND TOTAL #REF! #REF!

PAY ITEM PRICE #REF!

DETAILED UNIT PRICE ANALYSIS

ITEM NO. 14 QUANTITY : #REF!DESCRIPTION : Structural Concrete UNIT PRICE : #REF!

MATERIALSSN Description Unit Qty Unit Price Amount 1 Ready Mix Reinforced Concrete (4000psi) cu.m. #REF! 3800 #REF!2 2" PVC Pipe length 17.00 280 4,760.00

Sub-Total (Materials) #REF!EQUIPMENT

SN Description Qty Hours Rate Amount 1 Pumpcrete 1 #REF! 50 #REF!2 Concrete Vibrator 3 #REF! 350 #REF!3 Concrete Screeder 1 #REF! 750 #REF!

Fuel Consumption 25% #REF!

Sub-Total (Equipment) #REF!MANPOWER

SN Description Qty Days Daily Rate Amount 1 Lead Man 1 #REF! 400 #REF!2 Skilled Worker 4 #REF! 350 #REF!3 Unskilled Worker 8 #REF! 250 #REF!

Sub-Total (Manpower) #REF!Total #REF!

12% VAT #REF!5% Contigencies #REF!

2% Withholding Tax #REF!5% Supervision #REF!

10% Contractor's Profit #REF! #REF!GRAND TOTAL #REF! #REF!

PAY ITEM PRICE #REF!

DETAILED UNIT PRICE ANALYSIS

ITEM NO. 15 QUANTITY : 33.10 DESCRIPTION : Reinforcing Steel Bars G-60 UNIT PRICE : 27,256.23

MATERIALSSN Description Unit Qty Unit Price Amount 1 12mm DRB with 5% wastage kg 955.52 55 52,553.79 2 16mm DRB with 5% wastage kg 2544.9984 55 139,974.91 3 20mm DRB with 5% wastage kg 5,268.36 55 289,759.93 4 Tie Wire kg 4.97 55 273.09

Sub-Total (Materials) 482,561.73 EQUIPMENT

SN Description Qty Hours Rate Amount 1 Electric Bar Cutter 1 20.00 350 7,000.00

- -

ElectricConsumption 25% 1,750.00

Sub-Total (Equipment) 8,750.00 MANPOWER

SN Description Qty Days Daily Rate Amount 1 Lead Man 1 20.00 400 8,000.00 2 Skilled Worker 12 20.00 350 84,000.00 3 Unskilled Worker 18 20.00 250 90,000.00

Sub-Total (Manpower) 182,000.00 Total 673,311.73

12% VAT 80,797.41 5% Contigencies 33,665.59

2% Withholding Tax 13,466.23 5% Supervision 33,665.59

10% Contractor's Profit 67,331.17 228,925.99 GRAND TOTAL 902,237.72 902,237.72

PAY ITEM PRICE 27,256.23

DETAILED UNIT PRICE ANALYSIS

ITEM NO. 16 QUANTITY : 56.47 DESCRIPTION : Formworks UNIT PRICE : 1,158.10

MATERIALSSN Description Unit Qty Unit Price Amount 1 1/2" thick Plywood sht 22.00 650 14,300.00 2 Coco Lumber bd.ft 550.00 28 15,400.00 3 CW Nails kg 44.00 55 2,420.00

Sub-Total (Materials) 32,120.00 EQUIPMENT

SN Description Qty Hours Rate Amount 1 -

- -

ElectricConsumption 25% -

Sub-Total (Equipment) - MANPOWER

SN Description Qty Days Daily Rate Amount 1 Lead Man 1 1.83 400 733.33 2 Skilled Worker 12 1.83 350 7,700.00 3 Unskilled Worker 18 1.83 250 8,250.00

Sub-Total (Manpower) 16,683.33 Total 48,803.33

12% VAT 5,856.40 5% Contigencies 2,440.17

2% Withholding Tax 976.07 5% Supervision 2,440.17

10% Contractor's Profit 4,880.33 16,593.13

GRAND TOTAL 65,396.47 65,396.47 PAY ITEM PRICE 1,158.10

DETAILED UNIT PRICE ANALYSIS

ITEM NO. 17DESCRIPTION : Grouted Riprap

MATERIALSSN Description Unit Qty1 Boulders cu.m. 22.50 2 2" PVC Pipe length 5.00 3 cement cu.m. 157.51 4 sand cu.m. 13.50

Sub-Total (Materials)EQUIPMENT

SN Description Qty Hours123

Fuel Consumption 25%

Sub-Total (Equipment)MANPOWER

SN Description Qty Days1 Lead Man 1 4.00 2 Skilled Worker 4 4.00 3 Unskilled Worker 4 4.00

Sub-Total (Manpower)Total

12% VAT5% Contigencies

2% Withholding Tax5% Supervision

10% Contractor's ProfitGRAND TOTAL

PAY ITEM PRICE

QUANTITY : 20.46 UNIT PRICE : 4,378.86

Unit Price Amount 600 13,500.48 280 1,400.00 240 37,801.33 450 6,075.21

Sub-Total (Materials) 58,777.02

Rate Amount - - -

-

Sub-Total (Equipment) -

Daily Rate Amount 400 1,600.00 350 5,600.00 250 4,000.00

Sub-Total (Manpower) 11,200.00 Total 69,977.02

12% VAT 8,397.24 5% Contigencies 2,099.31

2% Withholding Tax 1,399.54 5% Supervision 2,099.31

10% Contractor's Profit 5,598.16 19,593.57 GRAND TOTAL 89,570.59 89,570.59

PAY ITEM PRICE 4,378.86

DETAILED UNIT PRICE ANALYSIS

ITEM NO. 17DESCRIPTION : CHB Lined Canal

MATERIALSSN Description Unit Qty1 CHB 6" Load Bearing cu.m. 1,068.00 2 2" PVC Pipe length 5.00 3 cement cu.m. 16.00 4 sand cu.m. 9.00 5 kg 1041.486 RMC Concrete 3000 psi cu.m. 7.34097

Sub-Total (Materials)EQUIPMENT

SN Description Qty Hours123

Fuel Consumption 25%

Sub-Total (Equipment)MANPOWER

SN Description Qty Days1 Lead Man 1 10.00 2 Skilled Worker 4 10.00 3 Unskilled Worker 4 10.00

Sub-Total (Manpower)Total

12% VAT5% Contigencies

2% Withholding Tax5% Supervision

10% Contractor's ProfitGRAND TOTAL

PAY ITEM PRICE

10mm DRB

QUANTITY : 56.47 UNIT PRICE : 3,237.50

Unit Price Amount 22.5 24,030.00 280 1,400.00 240 3,840.00 450 4,050.00

55 57,281.40 3300 24,225.20

Sub-Total (Materials) 114,826.60

Rate Amount - - -

-

Sub-Total (Equipment) -

Daily Rate Amount 400 4,000.00 350 14,000.00 250 10,000.00

Sub-Total (Manpower) 28,000.00 Total 142,826.60

12% VAT 17,139.19 5% Contigencies 4,284.80

2% Withholding Tax 2,856.53 5% Supervision 4,284.80

10% Contractor's Profit 11,426.13 39,991.45 GRAND TOTAL 182,818.05 182,818.05

PAY ITEM PRICE 3,237.50

DETAILED UNIT PRICE ANALYSIS

ITEM NO. 17DESCRIPTION : Concrete Curb & Gutter

MATERIALSSN Description Unit Qty1 Ready Mix Concrete cum 12.00 2 1/2" thick Plywood sht 12.00 3 Coco Lumber bd.ft 360.00 4 CW Nails kg 12.00 5 20mm dia DRB Kg 36.26

6 Tie Wire kg 4

Sub-Total (Materials)EQUIPMENT

SN Description Qty Hours1

ElectricConsumption 25%

Sub-Total (Equipment)MANPOWER

SN Description Qty Days1 Lead Man 1 24.00 2 Skilled Worker 3 24.00 3 Unskilled Worker 3 24.00

Sub-Total (Manpower)Total

12% VAT5% Contigencies

2% Withholding Tax5% Supervision

10% Contractor's Profit

GRAND TOTALPAY ITEM PRICE

QUANTITY : 94.69 UNIT PRICE : 1,686.30

Unit Price Amount 3800 45,600.00

650 7,800.00 28 10,080.00 55 660.00 55 1,994.30 55 220.00

Sub-Total (Materials) 66,354.30

Rate Amount - - -

-

Sub-Total (Equipment) -

Daily Rate Amount 400 9,600.00 350 25,200.00 250 18,000.00

Sub-Total (Manpower) 52,800.00 Total 119,154.30

12% VAT 14,298.52 5% Contigencies 5,957.72

2% Withholding Tax 2,383.09 5% Supervision 5,957.72

10% Contractor's Profit 11,915.43 40,512.46

GRAND TOTAL 159,666.76 159,666.76 PAY ITEM PRICE 1,686.30

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