bill of quantity_rev2_0512rev a21 cosapi.xls

Bid Price SummaryRev: 2:

Kallpa Combined Cycle Conversion Project

A-1 PRICE SCHEDULE

1. DIRECT COST

Engineering Cost 0.00

Material Cost 4,562,340.27

Equipment Cost 19,400,693.65

Manpower Cost 15,427,055.15

Tools & Consumable Cost 1,724,454.04

SUB-TOTAL: 41,114,543.11

2. INDIRECT COST

Site Temporary Facilities for Subcontractor 776,578.06

Field Supervision & Administration 7,993,259.28

Camp & Catering 2,433,325.99

General Field Expense 3,378,183.00

AP/BOND, P/BOND

All taxes, duties, fees etc., except IGV 1,052,188.17

Insurance

SAFETY COST

SUB-TOTAL: 15,633,534.50

3. CONTINGENCIES, OVERHEAD AND PROFIT 10,043,706.07

4. TOTAL 66,791,783.68

4. IGV (19%) 12,690,438.90

GRAND TOTAL: 79,482,222.58

May 25, 2009

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Detail Breakdown Summary Table

Kallpa Combined Cycle Conversion ProjectRev: 2: May 25, 2009

Direct Work CostExpense &

others

Material Direct LabourConstruction

Equipment

Tool &

Consumables

Total Direct

Cost

Site Temporary

Facilities for

Subcontractor

Field

Supervision &

Administration

Camp &

Catering

General Field

Expense

Insurance,

Taxes & Duties

Total Indirect

Cost

Over Head &

Profit

A Base Proposal

1 Mechanical

M-001 STEAM GENERATOR 46,323.41 0.00 315,604.22 1,203,999.28 5,987.66 1,525,591.16 28,815.61 296,596.89 90,290.69 125,350.44 39,042.36 580,095.99 372,680.52 2,478,367.67

M-002 ACC 294,751.58 0.00 1,667,001.98 1,072,504.38 35,093.48 2,774,599.84 52,407.09 539,422.16 164,212.11 227,975.44 71,006.53 1,055,023.33 677,795.81 4,507,418.98

M-003 HRSG 353,996.27 0.00 2,297,498.41 6,581,292.97 65,267.11 8,944,058.49 168,936.81 1,738,853.76 529,345.78 734,890.00 228,893.04 3,400,919.39 2,184,908.01 14,529,885.89

M-004 EXHAUST STACK(DEMOLITION) 8,104.08 0.00 50,619.91 292,036.93 21,254.28 363,911.12 6,873.61 70,749.56 21,537.74 29,900.82 9,313.08 138,374.81 88,898.38 591,184.31

BYPASS STACK(NEW) 34,571.18 0.00 215,925.58 1,245,706.43 90,661.04 1,552,293.05 29,319.96 301,788.12 91,871.02 127,544.41 39,725.71 590,249.22 379,203.41 2,521,745.68

M-005 AIR COMPRESSOR 615.08 0.00 4,128.06 13,353.35 50.20 17,531.61 331.14 3,408.40 1,037.59 1,440.49 448.66 6,666.28 4,282.73 28,480.62

M-006 FIN FAN COOLER 3,876.77 0.00 26,017.76 84,162.21 316.41 110,496.38 2,087.07 21,482.09 6,539.63 9,078.95 2,827.78 42,015.52 26,992.72 179,504.62

M-007 FILD FABRICATED TANK 34,654.40 0.00 208,023.06 470,447.80 31,862.00 710,332.86 13,416.88 138,098.94 42,040.39 58,364.61 18,178.58 270,099.40 173,524.35 1,153,956.61

M-008 SHOP FABRICATED TANK 229.71 0.00 1,541.79 4,987.39 18.75 6,547.93 123.68 1,273.01 387.53 538.01 167.57 2,489.80 1,599.57 10,637.30

M-009 CRANE 501.78 0.00 3,367.52 10,893.15 40.98 14,301.65 270.13 2,780.45 846.43 1,175.10 366.00 5,438.11 3,493.69 23,233.45

M-010 BOILER FEEDWATER PUMP 4,626.86 0.00 31,053.68 100,451.58 377.71 131,882.97 2,491.03 25,639.95 7,805.37 10,836.19 3,375.10 50,147.64 32,217.16 214,247.77

M-011 GENERAL SERVICE PUMP 772.00 0.00 5,180.75 16,758.75 63.00 22,002.50 415.59 4,277.60 1,302.20 1,807.84 563.08 8,366.31 5,374.90 35,743.71

M-012 MISCELLANEOUS 666.96 0.00 4,476.20 14,479.48 54.48 19,010.16 359.07 3,695.85 1,125.10 1,561.97 486.50 7,228.49 4,643.92 30,882.57

M-013 BYPASS VALVE 1,157.90 0.00 7,771.20 25,138.00 94.55 33,003.75 623.38 6,416.40 1,953.30 2,711.76 844.62 12,549.46 8,062.35 53,615.56

M-014 CHEMICAL INJECTION SYSTEM 353.73 0.00 2,374.10 7,679.66 28.90 10,082.66 190.44 1,960.21 596.73 828.44 258.03 3,833.85 2,463.05 16,379.56

M-015 WASTEWATER & WATER TREATMENT SYSTEM 1,667.02 0.00 11,188.38 36,191.90 136.05 47,516.33 897.50 9,237.86 2,812.21 3,904.19 1,216.02 18,067.78 11,607.57 77,191.68

M-016 HVAC 1,622.53 0.00 10,890.04 35,226.79 132.43 46,249.26 873.56 8,991.52 2,737.22 3,800.08 1,183.59 17,585.97 11,298.04 75,133.27

M-017 FIRE FIGHTING SYSTEM 8,182.49 0.00 54,916.48 177,641.87 668.15 233,226.50 4,405.22 45,342.59 13,803.29 19,163.09 5,968.65 88,682.84 56,973.96 378,883.30

Mechanical Sum 796,673.75 0.00 4,917,579.12 11,392,951.92 252,107.18 16,562,638.22 312,837.77 3,220,015.36 980,244.33 1,360,871.83 423,864.90 6,297,834.19 4,046,020.14 26,906,492.55

2 Pipe & Valves incl. Insulation

P-001 STEAM, CONDENSATE AND FEEDWATER SYSTEMS 489,175.28 0.00 3,228,091.08 2,118,832.49 926,783.55 6,273,707.12 118,498.78 1,219,699.01 371,303.52 515,480.15 160,554.39 2,385,535.85 1,532,578.63 10,191,821.60

P-002 CLOSED COOLING WATER SYSTEM 51,268.35 0.00 314,309.50 164,951.75 114,640.68 593,901.93 11,217.71 115,463.09 35,149.53 48,798.05 15,198.92 225,827.30 145,081.91 964,811.14

P-003 INSTRUMENT AND SERVICE AIR SYSTEM 19,823.51 0.00 136,651.44 174,400.67 16,132.28 327,184.39 6,179.91 63,609.36 19,364.10 26,883.16 8,373.18 124,409.71 79,926.56 531,520.66

P-004 PLANT UTILITY PIPING SYSTEM 71,273.24 0.00 462,046.54 567,223.18 78,797.55 1,108,067.27 20,929.35 215,424.23 65,579.93 91,044.52 28,357.25 421,335.28 270,685.29 1,800,087.84

P-005 MISCELLANEOUS 32,590.14 0.00 203,011.03 84,343.71 78,357.26 365,712.00 6,907.63 71,099.68 21,644.32 30,048.78 9,359.17 139,059.58 89,338.31 594,109.89

P-006 INSULATION 133,186.42 0.00 738,044.38 594,834.96 8,028.23 1,340,907.57 25,327.28 260,691.74 79,360.37 110,175.89 34,316.01 509,871.29 327,564.91 2,178,343.77

P-007 PAINTING 28,124.52 0.00 145,052.46 304,158.28 2,858.90 452,069.64 8,538.76 87,888.85 26,755.32 37,144.37 11,569.20 171,896.50 110,434.27 734,400.41

Pipe & Valves incl. Insulation Sum 825,441.46 0.00 5,227,206.43 4,008,745.04 1,225,598.45 10,461,549.92 197,599.42 2,033,875.96 619,157.09 859,574.92 267,728.12 3,977,935.51 2,555,609.88 16,995,095.31

3 Electrical

E-001 POWER TRANSFORMERS 2,405.76 0.00 14,204.85 104,722.16 546.69 119,473.70 2,256.64 23,227.41 7,070.94 9,816.58 3,057.53 45,429.10 29,185.75 194,088.55

E-002 GENERATOR CB PANEL WITH ACCESSORIES 345.13 0.00 2,317.02 2,809.55 84.39 5,210.96 98.43 1,013.09 308.41 428.16 133.36 1,981.45 1,272.97 8,465.38

E-003 21kV ISOLATED PHASE BUSDUCT 2,779.20 0.00 16,535.70 4,782.90 679.80 21,998.40 415.51 4,276.81 1,301.95 1,807.50 562.97 8,364.74 5,373.90 35,737.04

E-004 MV SWITCHGEARS 2,840.76 0.00 16,835.76 9,148.50 670.14 26,654.40 503.45 5,182.00 1,577.52 2,190.06 682.13 10,135.16 6,511.30 43,300.86

E-005 LV SWITCHGEARS 5,666.81 0.00 33,600.44 17,206.61 1,342.77 52,149.82 985.01 10,138.68 3,086.44 4,284.90 1,334.60 19,829.63 12,739.47 84,718.92

E-006 480V MCC & PDB 9,888.50 0.00 59,586.92 42,893.53 2,374.01 104,854.46 1,980.51 20,385.22 6,205.71 8,615.38 2,683.40 39,870.22 25,614.47 170,339.15

E-007 125V DC & UPS SYSTEM 1,018.50 0.00 6,072.96 1,813.21 250.13 8,136.30 153.68 1,581.81 481.54 668.52 208.22 3,093.77 1,987.58 13,217.65

E-008 LIGHTING PANEL 1,206.00 0.00 7,170.75 2,692.80 300.15 10,163.70 191.97 1,975.97 601.53 835.10 260.11 3,864.68 2,482.85 16,511.23

E-009 GENERATOR AUXILIARIES (by STG vendor) 1,011.41 0.00 5,990.97 3,444.39 237.54 9,672.90 182.70 1,880.55 572.48 794.78 247.55 3,678.06 2,362.95 15,713.91

E-010 POWER & CONTROL CABLES 70,551.81 0.00 392,627.64 75,613.93 15,846.31 484,087.88 9,143.53 94,113.65 28,650.29 39,775.16 12,388.60 184,071.23 118,255.88 786,414.99

E-011 CABLE RACEWAYS 90,041.86 0.00 536,938.60 89,806.76 22,309.48 649,054.84 12,259.45 126,185.61 38,413.71 53,329.69 16,610.37 246,798.83 158,554.99 1,054,408.66

E-012 LIGHTING & SMALL POWER SUPPLY SYSTEM 5,296.85 0.00 30,717.78 4,055.66 1,273.67 36,047.11 680.86 7,008.08 2,133.41 2,961.82 922.50 13,706.67 8,805.80 58,559.58

E-013 FIRE DETECTION & ALARM SYSTEM 4,644.12 0.00 32,456.10 5,204.32 1,191.70 38,852.12 733.85 7,553.41 2,299.43 3,192.29 994.29 14,773.27 9,491.03 63,116.42

E-014 TELE-COMMUNICATION EQUIPMENT 2,199.89 0.00 15,371.70 2,465.96 565.07 18,402.73 347.59 3,577.76 1,089.15 1,512.06 470.96 6,997.52 4,495.53 29,895.78

E-015 CATHODIC PROTECTION SYSTEM 8,075.33 0.00 47,184.35 4,034.90 1,884.73 53,103.98 1,003.04 10,324.18 3,142.91 4,363.30 1,359.02 20,192.45 12,972.56 86,268.99

E-016 STEEL STRUCTURES FOR IPB SUPPORT (BY OTHERS) 7,518.90 0.00 42,010.20 3,536.70 1,588.50 47,135.40 890.30 9,163.80 2,789.66 3,872.89 1,206.27 17,922.92 11,514.52 76,572.84

E-017 EARTHING & LIGHTNING SYSTEM 8,969.38 0.00 54,525.88 5,629.54 2,313.51 62,468.93 1,179.92 12,144.86 3,697.17 5,132.77 1,598.68 23,753.40 15,260.28 101,482.61

E-018 CABLE ACCESSORIES 57,915.65 0.00 346,824.56 41,719.96 11,630.99 400,175.51 7,558.58 77,799.88 23,684.02 32,880.48 10,241.14 152,164.10 97,757.26 650,096.87

E-019 LOCAL CONTROL SWITCHBOX 465.62 0.00 2,862.54 257.92 119.66 3,240.12 61.20 629.93 191.76 266.22 82.92 1,232.03 791.52 5,263.67

E-020 OTHERS 9,181.58 0.00 53,508.02 8,968.39 2,186.98 64,663.39 1,221.37 12,571.49 3,827.04 5,313.08 1,654.84 24,587.82 15,796.36 105,047.57

Electrical Sum 292,023.06 0.00 1,717,342.74 430,807.69 67,396.22 2,215,546.65 41,847.59 430,734.19 131,125.07 182,040.74 56,699.46 842,447.05 541,226.97 3,599,220.67

4 Instrument & Control

I - 001 DCS (Distrubuted Control System) 5,353.68 0.00 37,507.66 6,030.24 1,378.51 44,916.41 848.39 8,732.40 2,658.34 3,690.56 1,149.48 17,079.17 10,972.45 72,968.03

I - 002 FIELD INSTRUMENTS (BOP Only) 4,052.46 0.00 28,214.89 28,759.19 1,046.19 58,020.27 1,095.90 11,279.98 3,433.88 4,767.24 1,484.83 22,061.83 14,173.54 94,255.64

I - 003 CONTROL VALVES (BOP Only) 758.79 0.00 5,291.78 5,833.13 194.79 11,319.70 213.81 2,200.71 669.95 930.08 289.69 4,304.24 2,765.24 18,389.18

I - 004 MOV (BOP Only) 1,301.64 0.00 9,076.49 10,005.08 334.20 19,415.77 366.73 3,774.71 1,149.10 1,595.30 496.88 7,382.72 4,743.00 31,541.49

I - 005 SAMPLING SYSTEM 1,598.97 0.00 10,964.37 2,456.79 430.80 13,851.96 261.64 2,693.02 819.82 1,138.15 354.49 5,267.12 3,383.84 22,502.92

I - 006 VIBRATION MONITORING SYSTEM 1,264.71 0.00 8,836.20 1,417.34 324.58 10,578.12 199.80 2,056.54 626.06 869.15 270.71 4,022.26 2,584.09 17,184.47

I - 007 BULK MATERIALS (BOP Only) 8,184.94 0.00 49,509.82 6,120.48 1,981.13 57,611.43 1,088.17 11,200.49 3,409.68 4,733.65 1,474.37 21,906.36 14,073.66 93,591.45

I - 008 LOCAL CONTROL STATION 467.48 0.00 3,259.34 3,592.28 120.28 6,971.90 131.69 1,355.44 412.63 572.85 178.42 2,651.03 1,703.14 11,326.07

[PACKAGE]

RemarksSystem DescriptionBill of

Quantity

Manhours(Labor

)

Indirect Cost

Total

Página 3

Direct Work CostExpense &

others

Material Direct LabourConstruction

Equipment

Tool &

Consumables

Total Direct

Cost

Site Temporary

Facilities for

Subcontractor

Field

Supervision &

Administration

Camp &

Catering

General Field

Expense

Insurance,

Taxes & Duties

Total Indirect

Cost

Over Head &

Profit

RemarksSystem DescriptionBill of

Quantity

Manhours(Labor

)

Indirect Cost

Total

P- 001 HRSG 39,110.33 0.00 234,594.67 64,433.93 8,963.02 307,991.62 5,817.39 59,878.01 18,228.20 25,306.18 7,882.01 117,111.79 75,238.03 500,341.44

P- 002 STEAM TURBINE 7,408.68 0.00 44,685.10 9,648.10 1,726.42 56,059.62 1,058.86 10,898.80 3,317.84 4,606.15 1,434.66 21,316.31 13,694.58 91,070.51

P- 003 AIR COOLED COMDENSER 1,948.69 0.00 12,275.70 3,550.89 466.08 16,292.67 307.74 3,167.53 964.27 1,338.69 416.96 6,195.19 3,980.07 26,467.93

P- 004 WATER TREATMENT SYSTEM 4,190.47 0.00 25,691.71 7,455.18 990.07 34,136.96 644.78 6,636.72 2,020.36 2,804.87 873.62 12,980.35 8,339.18 55,456.49

Instrument & Control Sum 75,640.84 0.00 469,907.73 149,302.63 17,956.07 637,166.43 12,034.90 123,874.35 37,710.13 52,352.87 16,306.12 242,278.37 155,650.82 1,035,095.62

5 CivilC-001 SITE PREPARATION

1.0 MOBILIZATION 0.00 515,900.00 0.00 0.00 0.00 515,900.00 9,744.40 100,298.39 30,533.06 42,389.01 13,202.72 196,167.58 126,027.13 838,094.71

2.0 EARTH WORK 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

C-002 HRSG AREA

2.0 EARTH WORK 36,321.35 0.00 168,911.18 204,236.85 2,493.55 375,641.58 7,095.18 73,030.13 22,232.00 30,864.65 9,613.28 142,835.24 91,763.97 610,240.79

3.0 CONCRETE AND STRUCTURAL WORK 89,721.81 1,282,001.08 421,016.08 210,622.51 38,624.54 1,952,264.21 36,874.68 379,548.28 115,542.94 160,408.10 49,961.62 742,335.62 476,910.76 3,171,510.59

C-003 STEAM TURBINE GENERATOR AREA

2.0 EARTH WORK 19,074.06 0.00 87,089.45 102,524.16 1,419.90 191,033.51 3,608.27 37,139.67 11,306.14 15,696.30 4,888.86 72,639.24 46,666.81 310,339.56

3.0 CONCRETE AND STRUCTURAL WORK 64,367.35 705,453.74 305,758.39 264,308.30 33,563.65 1,309,084.08 24,726.19 254,504.80 77,476.92 107,561.10 33,501.60 497,770.61 319,790.88 2,126,645.57

4.0 STEEL STRUCTURE WORK 1,204.50 4,610.56 6,767.03 19,244.61 331.23 30,953.43 584.65 6,017.79 1,831.95 2,543.29 792.15 11,769.83 7,561.49 50,284.75

C-004 AIR COOLED CONDENSER FOUNDATION

2.0 EARTH WORK 40,626.04 0.00 186,411.35 221,059.82 2,961.40 410,432.57 7,752.32 79,794.00 24,291.07 33,723.26 10,503.64 156,064.29 100,262.92 666,759.78

3.0 CONCRETE AND STRUCTURAL WORK 66,821.69 1,026,566.28 313,145.04 146,732.06 27,591.72 1,514,035.10 28,597.34 294,350.23 89,606.76 124,400.94 38,746.63 575,701.90 369,857.54 2,459,594.54

C-005 WATER TREATMENT AREA

2.0 EARTH WORK 14,891.04 0.00 66,692.17 76,234.95 1,197.33 144,124.45 2,722.25 28,019.87 8,529.87 11,842.01 3,688.38 54,802.38 35,207.58 234,134.41

3.0 CONCRETE AND STRUCTURAL WORK 6,729.79 86,648.95 31,597.30 17,889.14 2,689.34 138,824.73 2,622.14 26,989.53 8,216.21 11,406.56 3,552.75 52,787.19 33,912.93 225,524.85

C-006 SANITARY SEWER

2.0 EARTH WORK 1,235.41 0.00 5,845.72 7,241.26 77.94 13,164.92 248.66 2,559.45 779.15 1,081.70 336.91 5,005.87 3,216.00 21,386.79

3.0 CONCRETE AND STRUCTURAL WORK 1,522.28 10,555.46 7,080.53 3,925.38 165.70 21,727.07 410.38 4,224.06 1,285.90 1,785.21 556.03 8,261.58 5,307.62 35,296.27

C-007 ROAD & PAVING

3.0 CONCRETE AND STRUCTURAL WORK 4,218.60 139,848.90 19,529.46 254,074.69 34.54 413,487.59 7,810.02 80,387.94 24,471.88 33,974.27 10,581.82 157,225.93 101,009.22 671,722.74

C-008 ELECTRICAL DUCT BANK & MANHOLE

2.0 EARTH WORK 26,253.60 0.00 118,842.41 138,101.95 2,024.68 258,969.04 4,891.45 50,347.31 15,326.84 21,278.23 6,627.44 98,471.27 63,262.50 420,702.81

3.0 CONCRETE AND STRUCTURAL WORK 25,333.37 185,413.62 119,239.20 110,937.03 7,150.81 422,740.66 7,984.79 82,186.87 25,019.51 34,734.55 10,818.62 160,744.34 103,269.61 686,754.61

C-009 CIVIL WORK FOR UNDERGROUND PIPE

2.0 EARTH WORK 2,181.46 0.00 10,090.52 12,107.37 153.48 22,351.37 422.18 4,345.43 1,322.85 1,836.50 572.01 8,498.97 5,460.13 36,310.47

3.0 CONCRETE AND STRUCTURAL WORK 1,097.02 9,863.07 5,035.48 2,520.78 116.03 17,535.36 331.21 3,409.13 1,037.81 1,440.80 448.76 6,667.71 4,283.64 28,486.71

Civil Sum 401,599.37 3,966,861.66 1,873,051.31 1,791,760.86 120,595.84 7,752,269.67 146,426.11 1,507,152.88 458,810.86 636,966.48 198,393.22 2,947,749.55 1,893,770.73 12,593,789.95

6 Architecture SumA-001 NEW ADMIN BUILDING 15,129.42 137,149.40 85,358.60 142,684.94 2,039.02 367,231.96 6,936.34 71,395.18 21,734.28 30,173.67 9,398.06 139,637.53 89,709.61 596,579.10

A-002 WAREHOUSE 21,616.27 109,973.91 123,928.62 121,417.60 4,165.97 359,486.10 6,790.03 69,889.27 21,275.85 29,537.23 9,199.84 136,692.22 87,817.41 583,995.73

A-003 WATER TREATMENT BUILDING 19,027.38 116,368.11 110,799.59 113,426.24 2,903.20 343,497.14 6,488.03 66,780.79 20,329.56 28,223.50 8,790.65 130,612.53 83,911.53 558,021.20

A-004 CO2/H2 SHELTER 2,341.28 11,027.84 11,817.32 9,738.54 388.41 32,972.11 622.78 6,410.25 1,951.42 2,709.16 843.81 12,537.42 8,054.62 53,564.15

A-005 FIRE WATER PUMP BUILDING 5,118.52 20,626.31 24,228.73 19,768.33 585.65 65,209.02 1,231.68 12,677.57 3,859.34 5,357.91 1,668.81 24,795.31 15,929.65 105,933.98

A-006 POWER DISTRIBUTION CENTER 7,308.73 39,978.44 37,370.77 39,421.99 1,457.19 118,228.39 2,233.12 22,985.30 6,997.24 9,714.25 3,025.66 44,955.57 28,881.54 192,065.50

A-007 SWITCHGEAR BUILDING 18,346.63 82,959.12 87,179.90 78,876.55 3,505.80 252,521.37 4,769.66 49,093.79 14,945.24 20,748.46 6,462.43 96,019.58 61,687.43 410,228.38

A-008 N2 CYLINDER SHELTER 1,883.30 7,922.21 9,636.19 8,248.14 338.53 26,145.07 493.83 5,082.98 1,547.37 2,148.21 669.09 9,941.48 6,386.87 42,473.42

A-009 PIPE RACK 127,589.29 69,473.27 731,648.10 1,093,543.18 25,416.51 1,920,081.06 36,266.80 373,291.41 113,638.21 157,763.77 49,138.00 730,098.19 469,048.87 3,119,228.12

Architecture Sum 218,360.82 595,478.61 1,221,967.82 1,627,125.51 40,800.28 3,485,372.22 65,832.27 677,606.54 206,278.51 286,376.16 89,196.35 1,325,289.83 851,427.53 5,662,089.58

Grand Total 2,609,739.30 4,562,340.27 15,427,055.15 19,400,693.65 1,724,454.04 41,114,543.11 776,578.06 7,993,259.28 2,433,325.99 3,378,183.00 1,052,188.17 15,633,534.50 10,043,706.07 66,791,783.68

Página 4

Bill of Material - Mechanical

Kallpa Combined Cycle Conversion Project Rev: 2: May 25, 2009

Dimension (CBM) TOTAL COST

H

2.3

W

2.3

L

5.8/12

HxWxL

per unit

HxWxL

Total

Weight

per unit

Weight

Total( A + B + C + D + E )

Block Q'ty/Unit Total (m) m m (㎥) (㎥) (ton) (ton)

MECHANICAL

M-001 STEAM GENERATOR / REVISION 1,146.84 807.92 0.00 315,604.22 5,987.66 1,203,999.28 580,095.36 2,105,686.52 46,323.41

M-002 ACC 5,203.90 0.00 1,667,001.98 35,093.48 1,072,504.38 1,055,022.14 3,829,621.98 294,751.58

M-003 HRSG 53,001.87 10,151.40 0.00 2,297,498.41 65,267.11 6,581,292.97 3,400,915.65 12,344,974.14 353,996.27

M-004 EXHAUST STACK(DEMOLITION) 443.34 0.00 50,619.91 21,254.28 292,036.93 138,374.65 502,285.77 8,104.08

BYPASS STACK(NEW) 7,702.66 855.50 0.00 215,925.58 90,661.04 1,245,706.43 590,248.56 2,142,541.61 34,571.18

M-005 AIR COMPRESSOR 241.50 13.88 0.00 4,128.06 50.20 13,353.35 6,666.28 24,197.89 615.08

M-006 FIN FAN COOLER 218.74 96.42 0.00 26,017.76 316.41 84,162.21 42,015.47 152,511.85 3,876.77

M-007 FILD FABRICATED TANK 358.00 0.00 208,023.06 31,862.00 470,447.80 270,099.09 980,431.95 34,654.40

M-008 SHOP FABRICATED TANK 3.78 0.00 1,541.79 18.75 4,987.39 2,489.80 9,037.73 229.71

M-009 CRANE 9.86 3.35 0.00 3,367.52 40.98 10,893.15 5,438.10 19,739.75 501.78

M-010 BOILER FEEDWATER PUMP 72.77 51.90 0.00 31,053.68 377.71 100,451.58 50,147.57 182,030.54 4,626.86

M-011 GENERAL SERVICE PUMP 25.00 0.00 5,180.75 63.00 16,758.75 8,366.30 30,368.80 772.00

M-012 MISCELLANEOUS 70.84 3.60 0.00 4,476.20 54.48 14,479.48 7,228.48 26,238.64 666.96

M-013 BYPASS VALVE 5.00 0.00 7,771.20 94.55 25,138.00 12,549.44 45,553.19 1,157.90

M-014 CHEMICAL INJECTION SYSTEM 50.49 7.09 7.36 0.00 2,374.10 28.90 7,679.66 3,833.86 13,916.52 353.73

M-015 WASTEWATER & WATER TREATMENT SYSTEM 349.76 22.07 0.00 11,188.38 136.05 36,191.90 18,067.74 65,584.07 1,667.02

M-016 HVAC 900.00 21.02 0.00 10,890.04 132.43 35,226.79 17,585.96 63,835.22 1,622.53

M-017 FIRE FIGHTING SYSTEM 132.00 35.33 0.00 54,916.48 668.15 177,641.87 88,682.74 321,909.24 8,182.49

SUB SUM 18,108.76 0.00 4,917,579.12 252,107.18 11,392,951.92 6,297,827.19 22,860,465.41 796,673.75

PIPE & VALVE incl. INSULATION

P-001 STEAM, CONDENSATE AND FEEDWATER SYSTEMS 1,017.74 0.00 3,228,091.08 926,783.55 2,118,832.49 2,385,533.11 8,659,240.23 489,175.28

P-002 CLOSED COOLING WATER SYSTEM 129.23 0.00 314,309.50 114,640.68 164,951.75 225,827.05 819,728.98 51,268.35

P-003 INSTRUMENT AND SERVICE AIR SYSTEM 27.14 0.00 136,651.44 16,132.28 174,400.67 124,409.56 451,593.95 19,823.51

P-004 PLANT UTILITY PIPING SYSTEM 135.06 0.00 462,046.54 78,797.55 567,223.18 421,334.75 1,529,402.02 71,273.24

P-005 MISCELLANEOUS 81.07 0.00 203,011.03 78,357.26 84,343.71 139,059.45 504,771.45 32,590.14

P-006 INSULATION 0.00 738,044.38 8,028.23 594,834.96 509,870.83 1,850,778.40 133,186.42

P-007 PAINTING 0.00 145,052.46 2,858.90 304,158.28 171,896.33 623,965.97 28,124.52

SUB SUM 1,390.24 0.00 5,227,206.43 1,225,598.45 4,008,745.04 3,977,931.08 14,439,481.00 825,441.46

TOTAL SUM 19,499.00 0.00 10,144,785.55 1,477,705.63 15,401,696.96 10,275,758.27 37,299,946.41 1,622,115.21

UNIT TOTALREMARKS

MATERIAL COST (A) LABOR COST (B) ERECTION

MATERIAL

COST ($) ( C )

CONSTRUCTION

EQUIP. COST ($) ( D )

INDIRECT COST ($)

( E )

MANHOURS

UNIT TOTAL

Q'TY (TOTAL)

Weight(TON)

NO DescriptionUNIT TOTAL

Página 5




H

2.3

W

2.3

L

5.8/1

HxWxL

per unit

HxWxL

Total

Weight

per unit

Weight

Total( A + B + C + D + E )


1. 1. . . M-001 STEAM GENERATOR

1. 1. . . 1 TURBINEHP/IP outer shell U/H 1 1 1 2.0 3.9 5.42 41 41.40 31.80 31.80 0.00 0.00 555.40 17,661.72 335.17 67,377.52 32,463.02 117,837.43 81.52 2,592.34

1. 1. . . 2 W HP/IP outer shell L/H 1 1 1 2.1 3.9 6.02 49 48.91 34.10 34.10 0.00 0.00 555.40 18,939.14 359.41 72,250.74 34,810.98 126,360.27 81.52 2,779.83

1. 1. . . 3 D HP/IP rotor 1 1 1 1.6 1.6 7.59 18 18.36 16.40 16.40 0.00 0.00 555.40 9,108.56 172.86 34,748.16 16,741.94 60,771.52 81.52 1,336.93

1. 1. . . 4 D LP inner casing U/H 1 1 1 3.1 4.2 3.55 45 45.35 30.00 30.00 0.00 0.00 555.40 16,662.00 316.20 63,563.70 30,625.49 111,167.39 81.52 2,445.60

1. 1. . . 5 D LP inner casing L/H 1 1 1 2.2 4.5 3.55 35 34.84 28.20 28.20 0.00 0.00 555.40 15,662.28 297.23 59,749.88 28,787.97 104,497.36 81.52 2,298.86

1. 1. . . 6 D LP exhaust hood U/H 1 1 1 6.4 4.0 6.84 175 174.95 41.00 41.00 0.00 0.00 555.40 22,771.40 432.14 86,870.39 41,854.84 151,928.77 81.52 3,342.32

1. 1. . . 7 W LP exhaust hood L/H W/ extension 1 1 1 6.4 5.4 7.16 247 246.53 98.00 98.00 0.00 0.00 555.40 54,429.20 1,032.92 207,641.42 100,043.28 363,146.82 81.52 7,988.96

1. 1. . . 8 LP rotor 1 1 1 3.2 3.2 9.50 99 98.87 41.00 41.00 0.00 0.00 185.14 7,590.74 143.91 28,957.07 13,951.77 50,643.49 27.17 1,113.97

1. 1. . . 9 Crossover 1 1 1 3.6 1.4 9.63 49 48.61 11.40 11.40 0.00 0.00 370.26 4,220.96 80.03 16,102.84 7,758.41 28,162.24 54.35 619.59

1. 1. . . 10 Front standard 1 1 1 1.4 2.7 2.43 9 8.91 11.40 11.40 0.00 0.00 370.26 4,220.96 80.03 16,102.84 7,758.41 28,162.24 54.35 619.59

1. 1. . . 11 GEN. Generator rotor 1 1 1 1.5 1.5 8.56 19 19.26 45.90 45.90 0.00 0.00 185.14 8,497.93 161.11 32,417.79 15,619.18 56,696.01 27.17 1,247.10

1. 1. . . 12 Stator 1 1 1 0 0.00 211.15 211.15 0.00 0.00 74.05 15,635.66 295.61 59,651.99 28,740.01 104,323.27 10.87 2,295.20

1. 1. . . 13 Collector house 1 1 1 0 1.45 1.45 0.00 0.00 185.14 268.64 5.09 1,024.80 493.76 1,792.29 27.17 39.42

1. 1. . . 14 Coolers (4) empty 1 1 1 0 4.54 4.54 0.00 0.00 1,110.79 5,037.43 95.55 19,217.47 9,259.09 33,609.54 163.04 739.39

1. 1. . . 15 END shilds (2) 1 1 1 0 15.88 15.88 0.00 0.00 740.52 11,756.50 223.06 44,850.65 21,609.29 78,439.50 108.69 1,725.56

1. 1. . . 16 Stator terminal extension box 1 1 1 0 5.99 5.99 0.00 0.00 555.40 3,325.18 63.10 12,685.20 6,111.83 22,185.31 81.52 488.06

1. 1. . . 17 HP Diapragm STG.1 1 1 1 1.1 1.1 8.56 10 9.75 0.52 0.52 0.00 0.00 555.40 286.03 5.43 1,091.18 525.74 1,908.38 81.52 41.98

1. 1. . . 18 HP Diapragm STG.12 1 1 1 1.1 1.1 8.56 11 10.99 0.37 0.37 0.00 0.00 555.40 205.50 3.90 783.95 377.71 1,371.06 81.52 30.16

1. 1. . . 19 IP Diapragm STG.13 1 1 1 1.5 1.5 8.56 18 18.25 1.25 1.25 0.00 0.00 555.40 693.14 13.15 2,644.25 1,274.02 4,624.56 81.52 101.74

1. 1. . . 20 IP Diapragm STG.19 1 1 1 1.7 1.7 8.56 26 25.74 1.05 1.05 0.00 0.00 555.40 581.50 11.04 2,218.37 1,068.83 3,879.74 81.52 85.35

1. 1. . . 21 LP Diapragm STG.20 1 1 1 2.0 2.0 8.56 33 32.95 1.77 1.77 0.00 0.00 555.40 980.28 18.60 3,739.66 1,801.80 6,540.34 81.52 143.88

1. 1. . . 22 LP Diapragm STG.21 1 1 1 2.1 2.1 8.56 37 36.89 2.14 2.14 0.00 0.00 555.40 1,186.33 22.51 4,525.74 2,180.53 7,915.11 81.52 174.13

1. 1. . . 23 LP Diapragm STG.22 1 1 1 2.3 2.3 8.56 45 44.50 2.83 2.83 0.00 0.00 555.40 1,570.67 29.81 5,991.94 2,886.96 10,479.38 81.52 230.54

1. 1. . . 24 LP Diapragm STG.23 1 1 1 2.7 2.7 8.56 63 62.91 4.59 4.59 0.00 0.00 555.40 2,547.62 48.35 9,718.89 4,682.64 16,997.50 81.52 373.93

1. 1. . . 25 W LP Diapragm STG.24 1 1 1 3.4 3.4 10.2 119 118.87 10.22 10.22 0.00 0.00 555.40 5,677.85 107.75 21,660.39 10,436.15 37,882.14 81.52 833.38

1. 1. . . 26 Generator Bearing Standard 40.00 0.00 0.00 555.40 22,216.00 421.60 84,751.60 40,833.99 148,223.19 81.52 3,260.80

1. 1. . . 27 Lube Oil system 75.00 0.00 0.00 555.40 41,655.00 790.50 158,909.25 76,563.73 277,918.48 81.52 6,114.00

1. 1. . . 28 Miscellaneous 40.00 0.00 0.00 555.40 22,216.00 421.60 84,751.60 40,833.99 148,223.19 81.52 3,260.80

SUB-TOTAL 1,146.84 807.92 0.00 315,604.22 5,987.66 1,203,999.28 580,095.36 2,105,686.52 46,323.41

1. 2. . . M-002 ACC

1. 2. . . 1 Structure Tons 1 2,100.00 2,100.00 0.00 0.00 207.53 435,813.00 9,177.00 280,392.00 275,821.43 1,001,203.43 36.69 77,049.00

1. 2. . . 2 Primary tubes bundles installation 336 3.75 1,260.00 0.00 0.00 237.17 298,834.20 6,287.40 192,263.40 189,127.16 686,512.16 41.94 52,844.40

1. 2. . . 3 Secondary tubes bundles installation Pieces 48 3.35 160.80 0.00 0.00 296.47 47,672.38 1,003.39 30,670.99 30,171.05 109,517.81 52.42 8,429.14

1. 2. . . 4 Fans blades and hubs set installation Pieces 32 1.50 48.00 0.00 0.00 296.47 14,230.56 299.52 9,155.52 9,006.28 32,691.88 52.42 2,516.16

1. 2. . . 5 Gear boxes set installation Pieces 32 0.85 27.20 0.00 0.00 296.47 8,063.98 169.73 5,188.13 5,103.56 18,525.40 52.42 1,425.82

1. 2. . . 6 Electric motors set installation Pieces 32 1.25 40.00 0.00 0.00 296.47 11,858.80 249.60 7,629.60 7,505.24 27,243.24 52.42 2,096.80

1. 2. . . 7 Exhaust Steam ducts Tons 240 240.00 0.00 0.00 415.05 99,612.00 2,097.60 64,087.20 63,043.07 228,839.87 73.39 17,613.60

1. 2. . . 8 Steam distribution main duct Tons 80 80.00 0.00 0.00 296.47 23,717.60 499.20 15,259.20 15,010.47 54,486.47 52.42 4,193.60

1. 2. . . 9 Steam distribution duct and risers Tons 600 600.00 0.00 0.00 415.05 249,030.00 5,244.00 160,218.00 157,607.68 572,099.68 73.39 44,034.00

1. 2. . . 10 Steam manifolds (top acc bundles) Tons 350 350.00 0.00 0.00 415.05 145,267.50 3,059.00 93,460.50 91,937.81 333,724.81 73.39 25,686.50

1. 2. . . 11 Condensate headers (bottom acc bundles) Tons 87 87.00 0.00 0.00 1,482.33 128,962.71 2,714.40 82,971.03 81,618.45 296,266.59 262.10 22,802.70

1. 2. . . 12 Condensate collecting tank Tons 39 39.00 0.00 0.00 1,482.33 57,810.87 1,216.80 37,193.91 36,587.58 132,809.16 262.10 10,221.90

1. 2. . . 13 Interconnection piping for vacuum system Tons 14 14.00 0.00 0.00 1,482.33 20,752.62 436.80 13,351.66 13,134.00 47,675.08 262.10 3,669.40

1. 2. . . 14 Interconnection piping for condensate system Tons 35 35.00 0.00 0.00 1,482.33 51,881.55 1,092.00 33,379.15 32,835.01 119,187.71 262.10 9,173.50

1. 2. . . 15 piping support Tons 15 15.00 0.00 0.00 2,371.72 35,575.80 748.95 22,888.50 22,515.42 81,728.67 419.37 6,290.55

1. 2. . . 16 Various interconnecting piping with supports Tons 5 5.00 0.00 0.00 1,482.33 7,411.65 156.00 4,768.45 4,690.72 17,026.82 262.10 1,310.50

1. 2. . . 17 Condensate pumps installation Skids kg 0.00 0.00 0.00 296.47 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1. 2. . . 18 Drain pumps installation Skids 2 X 1.5 Ton 1.50 kg 3.00 0.00 0.00 296.47 889.41 18.72 572.22 562.89 2,043.24 52.42 157.26

1. 2. . . 19 Cleaning pump installation Set 1 0.50 kg 0.50 0.00 0.00 296.47 148.24 3.12 95.37 93.82 340.55 52.42 26.21

1. 2. . . 20 Vacuum unit installation Skids 2 X 8 Ton 8.00 kg 16.00 0.00 0.00 296.47 4,743.52 99.84 3,051.84 3,002.09 10,897.29 52.42 838.72

1. 2. . . 21 Hotwell tank installation Tons 10 vol = 15m³ 10.00 0.00 0.00 296.47 2,964.70 62.40 1,907.40 1,876.31 6,810.81 52.42 524.20

1. 2. . . 22 Final paint and touch up application m² ##### 0.00 0.00 0.00 296.47 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1. 2. . . 23 intermediate sheeting between cells m² 2,700 0.01 kg 21.60 0.00 0.00 296.47 6,403.75 134.78 4,119.98 4,052.82 14,711.33 52.42 1,132.27

1. 2. . . 24 Cladding m² 3,815 0.01 kg 38.20 0.00 0.00 296.47 11,325.15 238.37 7,286.27 7,167.50 26,017.29 52.42 2,002.44

1. 2. . . 25 Instrumentation installation / 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1. 2. . . 26 Electrical works / 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1. 2. . . 27 Heat insulation equipment m² 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1. 2. . . 28 DEAERATOR 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1. 2. . . 29 CONDENSATE DRUM 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1. 2. . . 30 DRAIN POT PUMP 2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1. 2. . . 31 STEAM EJECTOR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1. 2. . . 32 STEAM EJECTOR CONDENSER 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1. 2. . . 33 MAIN CONDENSATE PUMP 2 6 10 1.2 72 144.00 6.80 13.60 0.00 0.00 296.47 4,031.99 84.86 2,594.06 2,551.78 9,262.69 52.42 712.91

REMARKS

MANHOURSLABOR COST (B)

CONSTRUCTION

EQUIP. COST ($) ( D )UNIT

MATERIAL COST (A)

UNIT TOTAL

Q'TY (TOTAL)

Weight(TON)

TOTAL TOTAL

INDIRECT COST ($)

( E )

Código

CosapiNO Description

ERECTION

MATERIAL

COST ($) ( C )UNIT

Página 6




H

2.3

W

2.3

L

5.8/1

HxWxL

per unit

HxWxL

Total

Weight

per unit

Weight

Total( A + B + C + D + E )


REMARKS


CONSTRUCTION


MATERIAL COST (A)

UNIT TOTAL

Q'TY (TOTAL)

Weight(TON)

TOTAL TOTAL

INDIRECT COST ($)

( E )

Código


ERECTION

MATERIAL

COST ($) ( C )UNIT

SUB-TOTAL 5,203.90 0.00 1,667,001.98 35,093.48 1,072,504.38 1,055,022.14 3,829,621.98 294,751.58

1. 3. . . M-003 HRSG Bypass Stack

1. 3. . . 1 Module Ass'y 제외물량임

1. 3. . . 2 D W MODULE 1(A/B) 3 2 6 3.4 4.8 27 441 2,643.84 149.40 896.40 0.00 0.00 28.67 25,699.79 726.08 73,639.26 38,049.07 138,114.20 4.42 3,962.09

1. 3. . . 3 D W MODULE 2(A/B) 3 2 6 2.6 4.8 26 324 1,946.88 170.70 1,024.20 0.00 0.00 28.67 29,363.81 829.60 84,138.03 43,473.73 157,805.17 4.42 4,526.96

1. 3. . . 4 D W MODULE 3(A/B) 3 2 6 3.4 4.8 26 424 2,545.92 113.80 682.80 0.00 0.00 28.67 19,575.88 553.07 56,092.02 28,982.49 105,203.46 4.42 3,017.98

1. 3. . . 5 D W MODULE 4(A/B) 3 2 6 3.4 4.8 25.5 416 2,496.96 187.70 1,126.20 0.00 0.00 28.67 32,288.15 912.22 92,517.33 47,803.28 173,520.98 4.42 4,977.80

1. 3. . . 6 D W MODULE 5(A/B) 3 2 6 2.3 4.8 25.5 282 1,689.12 87.90 527.40 0.00 0.00 28.67 15,120.56 427.19 43,325.91 22,386.30 81,259.96 4.42 2,331.11

1. 3. . . 7 Drum

1. 3. . . 8 HP Drum 3 1 3 3.1 2.6 14 113 338.52 76.00 228.00 0.00 0.00 43.01 9,806.28 278.16 28,094.16 14,517.15 52,695.75 6.63 1,511.64

1. 3. . . 9 IP Drum 3 1 3 2.5 2.1 7.8 41 122.85 14.50 43.50 0.00 0.00 64.52 2,806.62 79.61 8,040.11 4,154.66 15,081.00 9.94 432.39

1. 3. . . 10 LP Drum 3 1 3 2.5 2.2 10.8 59 178.20 16.50 49.50 0.00 0.00 64.52 3,193.74 90.59 9,149.09 4,727.72 17,161.14 9.94 492.03

1. 3. . . 11 LINK

1. 3. . . 12 LINKS 3 10 30 1.6 1.6 10 26 768.00 8.70 261.00 0.00 0.00 501.86 130,985.46 3,721.86 375,205.77 193,890.88 703,803.97 77.32 20,180.52

1. 3. . . 13 HANGER & PIPE SUPPORT 3 2 6 1.5 1.5 4 9 54.00 3.00 18.00 0.00 0.00 358.47 6,452.46 183.42 18,483.12 9,551.32 34,670.32 55.23 994.14

1. 3. . . 14 PIPING

1. 3. . . 15 PIPE & FITTINGS 3 18 54 2.4 2.0 6 29 1,555.20 5.70 307.80 0.00 0.00 2,150.82 662,022.40 18,812.74 1,896,358.88 979,959.99 3,557,154.01 331.39 102,001.84

1. 3. . . 16 HANGER & SUPPORT 3 8 24 2 2.0 3 12 288.00 4.50 108.00 0.00 0.00 537.70 58,071.60 1,650.24 166,347.00 85,961.09 312,029.93 82.85 8,947.80

1. 3. . . 17 VALVES & ETC 3 5 15 2 2.0 3 12 180.00 4.00 60.00 0.00 0.00 358.47 21,508.20 611.40 61,610.40 31,837.75 115,567.75 55.23 3,313.80

1. 3. . . 18 INSULATION & LAGGING 3 7 21 2.3 2.4 12 66 1,391.04 7.20 151.20 0.00 0.00 537.70 81,300.24 2,310.34 232,885.80 120,345.53 436,841.91 82.85 12,526.92

1. 3. . . 19 CASING & S/S

1. 3. . . 20 D SIDE PANEL 1 3 2 6 3 4.4 28.2 372 2,233.44 33.00 198.00 0.00 0.00 250.93 49,684.14 1,411.74 142,320.42 73,545.19 266,961.49 38.66 7,654.68

1. 3. . . 21 D SIDE PANEL 2 3 2 6 2.7 4.4 28.2 335 2,010.10 13.00 78.00 0.00 0.00 250.93 19,572.54 556.14 56,065.62 28,972.35 105,166.65 38.66 3,015.48

1. 3. . . 22 D SIDE PANEL 3 3 2 6 3 4.4 28.2 372 2,233.44 32.00 192.00 0.00 0.00 250.93 48,178.56 1,368.96 138,007.68 71,316.55 258,871.75 38.66 7,422.72

1. 3. . . 23 D SIDE PANEL 4 3 2 6 2.7 4.4 28.2 335 2,010.10 12.50 75.00 0.00 0.00 250.93 18,819.75 534.75 53,909.25 27,858.03 101,121.78 38.66 2,899.50

1. 3. . . 24 D SIDE PANEL 5 3 2 6 3 4.4 28.2 372 2,233.44 33.00 198.00 0.00 0.00 250.93 49,684.14 1,411.74 142,320.42 73,545.19 266,961.49 38.66 7,654.68

1. 3. . . 25 D SIDE PANEL 6 3 2 6 2.7 4.4 28.2 335 2,010.10 13.00 78.00 0.00 0.00 250.93 19,572.54 556.14 56,065.62 28,972.35 105,166.65 38.66 3,015.48

1. 3. . . 26 D SIDE PANEL 7 3 2 6 3 4.4 28.2 372 2,233.44 33.00 198.00 0.00 0.00 250.93 49,684.14 1,411.74 142,320.42 73,545.19 266,961.49 38.66 7,654.68

1. 3. . . 27 D BOTTOM PANEL 1 3 1 3 2.2 4.4 8.8 85 255.55 15.00 45.00 0.00 0.00 250.93 11,291.85 320.85 32,345.55 16,714.82 60,673.07 38.66 1,739.70

1. 3. . . 28 D BOTTOM PANEL 2 3 1 3 1.5 4.4 8.8 58 174.24 9.00 27.00 0.00 0.00 250.93 6,775.11 192.51 19,407.33 10,028.89 36,403.84 38.66 1,043.82

1. 3. . . 29 D BOTTOM PANEL 3 3 1 3 2.2 4.4 8.8 85 255.55 15.00 45.00 0.00 0.00 250.93 11,291.85 320.85 32,345.55 16,714.82 60,673.07 38.66 1,739.70

1. 3. . . 30 D BOTTOM PANEL 4 3 1 3 1.5 4.4 8.8 58 174.24 9.00 27.00 0.00 0.00 250.93 6,775.11 192.51 19,407.33 10,028.89 36,403.84 38.66 1,043.82

1. 3. . . 31 D BOTTOM PANEL 5 3 1 3 2.2 4.4 8.8 85 255.55 15.00 45.00 0.00 0.00 250.93 11,291.85 320.85 32,345.55 16,714.82 60,673.07 38.66 1,739.70

1. 3. . . 32 D BOTTOM PANEL 6 3 1 3 1.5 4.4 8.8 58 174.24 10.00 30.00 0.00 0.00 250.93 7,527.90 213.90 21,563.70 11,143.21 40,448.71 38.66 1,159.80

1. 3. . . 33 D BOTTOM PANEL 7 3 1 3 2.2 4.4 8.8 85 255.55 12.00 36.00 0.00 0.00 250.93 9,033.48 256.68 25,876.44 13,371.85 48,538.45 38.66 1,391.76

1. 3. . . 34 D FRONT PANEL 1 3 2 6 2.2 4.4 12 116 696.96 6.00 36.00 0.00 0.00 250.93 9,033.48 256.68 25,876.44 13,371.85 48,538.45 38.66 1,391.76

1. 3. . . 35 D REAR PANEL 1 3 2 6 2.2 4.4 12 116 696.96 6.00 36.00 0.00 0.00 250.93 9,033.48 256.68 25,876.44 13,371.85 48,538.45 38.66 1,391.76

1. 3. . . 36 D OTHER 3 10 30 3 4.4 5 66 1,980.00 16.00 480.00 0.00 0.00 358.47 172,065.60 4,891.20 492,883.20 254,701.97 924,541.97 55.23 26,510.40

1. 3. . . 37 DUCT

1. 3. . . 38 SIDE PANEL 1 3 1 3 0.5 2.3 5.6 6 19.32 1.10 3.30 0.00 0.00 322.62 1,064.65 30.26 3,049.70 1,575.96 5,720.57 49.71 164.04

1. 3. . . 39 SIDE PANEL 2 3 1 3 3 2.3 6.6 46 136.62 3.90 11.70 0.00 0.00 322.62 3,774.65 107.29 10,812.56 5,587.48 20,281.98 49.71 581.61

1. 3. . . 40 SIDE PANEL 3 3 2 6 3 1.3 8.3 32 194.22 3.50 21.00 0.00 0.00 322.62 6,775.02 192.57 19,407.15 10,028.81 36,403.55 49.71 1,043.91

1. 3. . . 41 SIDE PANEL 4 3 2 6 2.7 1.1 13 39 231.66 4.30 25.80 0.00 0.00 322.62 8,323.60 236.59 23,843.07 12,321.11 44,724.37 49.71 1,282.52

1. 3. . . 42 SIDE PANEL 5 3 2 6 2.7 1.3 17.3 61 364.34 5.30 31.80 0.00 0.00 322.62 10,259.32 291.61 29,387.97 15,186.49 55,125.39 49.71 1,580.78

1. 3. . . 43 D SIDE PANEL 6 3 2 6 2.7 1.1 21.8 65 388.48 5.90 35.40 0.00 0.00 322.62 11,420.75 324.62 32,714.91 16,905.71 61,365.99 49.71 1,759.73

1. 3. . . 44 D SIDE PANEL 7 3 2 6 0.2 1.3 21.5 6 33.54 3.80 22.80 0.00 0.00 322.62 7,355.74 209.08 21,070.62 10,888.43 39,523.87 49.71 1,133.39

1. 3. . . 45 UPPER PANEL 1 3 1 3 0.5 2.3 5.5 6 18.98 3.80 11.40 0.00 0.00 322.62 3,677.87 104.54 10,535.31 5,444.21 19,761.93 49.71 566.69

1. 3. . . 46 UPPER PANEL 2 3 1 3 3.3 1.1 5.8 21 63.16 2.80 8.40 0.00 0.00 322.62 2,710.01 77.03 7,762.86 4,011.53 14,561.43 49.71 417.56

1. 3. . . 47 UPPER PANEL 3 3 1 3 3.3 1.1 5.1 19 55.54 2.90 8.70 0.00 0.00 322.62 2,806.79 79.78 8,040.11 4,154.79 15,081.47 49.71 432.48

1. 3. . . 48 UPPER PANEL 4 3 1 3 3.2 1.1 6.5 23 68.64 3.10 9.30 0.00 0.00 322.62 3,000.37 85.28 8,594.60 4,441.33 16,121.58 49.71 462.30

1. 3. . . 49 UPPER PANEL 5 3 1 3 3.2 1.1 6.8 24 71.81 3.20 9.60 0.00 0.00 322.62 3,097.15 88.03 8,871.84 4,584.60 16,641.62 49.71 477.22

1. 3. . . 50 UPPER PANEL 6 3 1 3 3.2 1.1 7 25 73.92 3.40 10.20 0.00 0.00 322.62 3,290.72 93.53 9,426.33 4,871.13 17,681.71 49.71 507.04

1. 3. . . 51 UPPER PANEL 7 3 1 3 3.2 1.1 7.5 26 79.20 3.30 9.90 0.00 0.00 322.62 3,193.94 90.78 9,149.09 4,727.87 17,161.68 49.71 492.13

1. 3. . . 52 UPPER PANEL 8 3 1 3 2.9 1.1 7.9 25 75.60 3.30 9.90 0.00 0.00 322.62 3,193.94 90.78 9,149.09 4,727.87 17,161.68 49.71 492.13

1. 3. . . 53 UPPER PANEL 9 3 1 3 2.9 1.1 8.3 26 79.43 3.20 9.60 0.00 0.00 322.62 3,097.15 88.03 8,871.84 4,584.60 16,641.62 49.71 477.22

1. 3. . . 54 UPPER PANEL 10 3 1 3 0.2 1.1 8.7 2 5.74 3.30 9.90 0.00 0.00 322.62 3,193.94 90.78 9,149.09 4,727.87 17,161.68 49.71 492.13

1. 3. . . 55 BOTTOM PANEL 1 3 1 3 3 1.2 5.5 20 59.40 3.30 9.90 0.00 0.00 322.62 3,193.94 90.78 9,149.09 4,727.87 17,161.68 49.71 492.13

1. 3. . . 56 BOTTOM PANEL 2 3 1 3 3 1.2 6.2 22 66.96 3.40 10.20 0.00 0.00 322.62 3,290.72 93.53 9,426.33 4,871.13 17,681.71 49.71 507.04

1. 3. . . 57 BOTTOM PANEL 3 3 1 3 2.8 1.2 6.9 23 69.55 3.50 10.50 0.00 0.00 322.62 3,387.51 96.29 9,703.58 5,014.41 18,201.79 49.71 521.96

1. 3. . . 58 BOTTOM PANEL 4 3 1 3 2.8 1.2 7.5 25 75.60 3.60 10.80 0.00 0.00 322.62 3,484.30 99.04 9,980.82 5,157.68 18,721.84 49.71 536.87

1. 3. . . 59 BOTTOM PANEL 5 3 1 3 2.5 1.2 8.1 24 72.90 3.70 11.10 0.00 0.00 322.62 3,581.08 101.79 10,258.07 5,300.94 19,241.88 49.71 551.78

1. 3. . . 60 BOTTOM PANEL 6 3 1 3 0.2 1.2 8.7 2 6.26 3.20 9.60 0.00 0.00 322.62 3,097.15 88.03 8,871.84 4,584.60 16,641.62 49.71 477.22

1. 3. . . 61 SIDE COLUMN 1 3 2 6 0.7 0.7 6.9 3 20.29 2.50 15.00 0.00 0.00 250.93 3,763.95 106.95 10,781.85 5,571.61 20,224.36 38.66 579.90

1. 3. . . 62 SIDE COLUMN 2 3 2 6 0.8 0.7 9 5 30.24 3.50 21.00 0.00 0.00 250.93 5,269.53 149.73 15,094.59 7,800.25 28,314.10 38.66 811.86

1. 3. . . 63 SIDE COLUMN 3 3 2 6 0.8 0.7 13.4 8 45.02 7.00 42.00 0.00 0.00 250.93 10,539.06 299.46 30,189.18 15,600.50 56,628.20 38.66 1,623.72

Página 7




H

2.3

W

2.3

L

5.8/1

HxWxL

per unit

HxWxL

Total

Weight

per unit

Weight

Total( A + B + C + D + E )


REMARKS


CONSTRUCTION


MATERIAL COST (A)

UNIT TOTAL

Q'TY (TOTAL)

Weight(TON)

TOTAL TOTAL

INDIRECT COST ($)

( E )

Código


ERECTION

MATERIAL

COST ($) ( C )UNIT

1. 3. . . 64 D SIDE COLUMN 4 3 2 6 0.8 0.7 20.9 12 70.22 10.30 61.80 0.00 0.00 250.93 15,507.47 440.63 44,421.22 22,955.01 83,324.33 38.66 2,389.19

1. 3. . . 65 TOP BEAM 1 3 1 3 1 0.3 7.5 2 6.75 1.50 4.50 0.00 0.00 250.93 1,129.19 32.09 3,234.56 1,671.49 6,067.33 38.66 173.97

1. 3. . . 66 TOP BEAM 2 3 1 3 1 0.3 8.2 2 7.38 1.80 5.40 0.00 0.00 250.93 1,355.02 38.50 3,881.47 2,005.78 7,280.77 38.66 208.76

1. 3. . . 67 TOP BEAM 3 3 1 3 1 0.3 8.7 3 7.83 2.10 6.30 0.00 0.00 250.93 1,580.86 44.92 4,528.38 2,340.08 8,494.24 38.66 243.56

1. 3. . . 68 TOP BEAM 4 3 1 3 1 0.3 9.6 3 8.64 2.10 6.30 0.00 0.00 250.93 1,580.86 44.92 4,528.38 2,340.08 8,494.24 38.66 243.56

1. 3. . . 69 BOTTOM BEAM 1 3 1 3 1 0.3 7.5 2 6.75 1.50 4.50 0.00 0.00 250.93 1,129.19 32.09 3,234.56 1,671.49 6,067.33 38.66 173.97

1. 3. . . 70 BOTTOM BEAM 2 3 1 3 1 0.3 8.2 2 7.38 1.80 5.40 0.00 0.00 250.93 1,355.02 38.50 3,881.47 2,005.78 7,280.77 38.66 208.76

1. 3. . . 71 BOTTOM BEAM 3 3 1 3 1 0.3 8.7 3 7.83 2.10 6.30 0.00 0.00 250.93 1,580.86 44.92 4,528.38 2,340.08 8,494.24 38.66 243.56

1. 3. . . 72 BOTTOM BEAM 4 3 1 3 1 0.3 9.6 3 8.64 2.10 6.30 0.00 0.00 250.93 1,580.86 44.92 4,528.38 2,340.08 8,494.24 38.66 243.56

1. 3. . . 73 OTHER 3 4 12 3 3.0 5 45 540.00 5.00 60.00 0.00 0.00 250.93 15,055.80 427.80 43,127.40 22,286.42 80,897.42 38.66 2,319.60

1. 3. . . 74 STEEL STRUCTURE

1. 3. . . 75 SUPPORT STEEL 3 24 72 3 1.2 7 25 1,814.40 3.90 280.80 0.00 0.00 250.93 70,461.14 2,002.10 201,836.23 104,300.45 378,599.92 38.66 10,855.73

1. 3. . . 76 GRATING 3 22 66 2 1.2 2 5 316.80 1.70 112.20 0.00 0.00 250.93 28,154.35 799.99 80,648.24 41,675.61 151,278.19 38.66 4,337.65

1. 3. . . 77 HANDRAIL 3 8 24 1.2 1.2 6 9 207.36 1.80 43.20 0.00 0.00 250.93 10,840.18 308.02 31,051.73 16,046.23 58,246.16 38.66 1,670.11

1. 3. . . 78 HANDRAIL 3 6 18 1.2 1.2 2 3 51.84 0.30 5.40 0.00 0.00 430.17 2,322.92 65.99 6,653.88 3,438.46 12,481.25 66.28 357.91

1. 3. . . 79 LADDER 3 18 54 1.2 1.2 4 6 311.04 0.10 5.40 0.00 0.00 430.17 2,322.92 65.99 6,653.88 3,438.46 12,481.25 66.28 357.91

1. 3. . . 80 COLUMN 3 6 18 3 1.2 12 43 777.60 9.70 174.60 0.00 0.00 250.93 43,812.38 1,244.90 125,500.73 64,853.49 235,411.50 38.66 6,750.04

1. 3. . . 81 STRINGER 3 5 15 2 1.2 6 14 216.00 14.90 223.50 0.00 0.00 250.93 56,082.86 1,593.56 160,649.57 83,016.93 301,342.92 38.66 8,640.51

1. 3. . . 82 SUPPORT STEEL 3 20 60 2 1.2 6 14 864.00 2.30 138.00 0.00 0.00 573.55 79,149.90 2,249.40 226,725.72 117,162.38 425,287.40 88.37 12,195.06

1. 3. . . 83 STACK

1. 3. . . 84 D W Shell Plate 3 7 21 4 6.4 9.8 251 5,268.48 30.00 630.00 0.00 0.00 215.08 135,500.40 3,849.30 388,143.00 200,575.41 728,068.11 33.14 20,878.20

1. 3. . . 85 D Breach Duct 3 6 18 0.5 6.8 10.6 36 648.72 3.40 61.20 0.00 0.00 215.08 13,162.90 373.93 37,705.32 19,484.47 70,726.62 33.14 2,028.17

1. 3. . . 86 Grating & Platform 3 16 48 1 3.0 3 9 432.00 1.20 57.60 0.00 0.00 358.47 20,647.87 586.94 59,145.98 30,564.23 110,945.02 55.23 3,181.25

1. 3. . . 87 Ladder & Handrail 3 7 21 1 1.5 10 15 315.00 1.00 21.00 0.00 0.00 358.47 7,527.87 213.99 21,563.64 11,143.21 40,448.71 55.23 1,159.83

1. 3. . . 88 MISCELLANEOUS 3 6 18 1 1.0 2 2 36.00 2.00 36.00 0.00 0.00 358.47 12,904.92 366.84 36,966.24 19,102.65 69,340.65 55.23 1,988.28

1. 3. . . 89 Blow Down Tank(CBD) 3 1 3 3.5 3.5 7.7 94 282.98 12.00 36.00 0.00 0.00 143.39 5,162.04 146.52 14,786.64 7,641.06 27,736.26 22.09 795.24

1. 3. . . 90 Blow Down Tank(IBD) 3 1 3 3.5 3.5 7.7 94 282.98 12.00 36.00 0.00 0.00 143.39 5,162.04 146.52 14,786.64 7,641.06 27,736.26 22.09 795.24

1. 3. . . 91 Expansion Joint 3 1 3 12 0.6 23 166 496.80 0.90 2.70 0.00 0.00 537.70 1,451.79 41.26 4,158.68 2,149.03 7,800.76 82.85 223.70

1. 3. . . 92 M.O.V 3 6 18 1 1.2 2.5 3 54.00 0.50 9.00 0.00 0.00 143.39 1,290.51 36.63 3,696.66 1,910.26 6,934.06 22.09 198.81

1. 3. . . 93 Control Valve 3 5 15 1 1.2 2 2 36.00 0.30 4.50 0.00 0.00 358.47 1,613.12 45.86 4,620.78 2,387.83 8,667.59 55.23 248.54

1. 3. . . 94 Field Instruments 3 1 3 1 1.0 1 1 3.00 0.50 1.50 0.00 0.00 358.47 537.71 15.29 1,540.26 795.95 2,889.21 55.23 82.85

1. 3. . . 95 VENDOR

1. 3. . . 96 SAFETY V/V 3 17 51 1 1.0 4 4 204.00 0.80 40.80 0.00 0.00 157.73 6,435.38 182.78 18,433.85 9,525.85 34,577.86 24.30 991.44

1. 3. . . 97 RECIRC PUMP 3 2 6 1 1.0 2 2 12.00 3.90 23.40 0.00 0.00 215.08 5,032.87 142.97 14,416.74 7,449.94 27,042.52 33.14 775.48

1. 3. . . 98 LEVEL GAUGE 3 3 9 1 2.0 3 6 54.00 0.20 1.80 0.00 0.00 358.47 645.25 18.34 1,848.31 955.13 3,467.03 55.23 99.41

1. 3. . . 99 STEAM SILENCER 3 14 42 2 2.0 3 12 504.00 6.00 252.00 0.00 0.00 71.70 18,068.40 514.08 51,750.72 26,743.71 97,076.91 11.05 2,784.60

1. 3. . .100 ERECTION TOOL

1. 3. . .101 D LIFTING JIG 1 3 3 1.3 5.5 22.1 158 474.05 14.50 43.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1. 3. . .102 D FRAME ASS'Y 1 2 2 4.5 0.6 27.8 75 150.12 12.50 25.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1. 3. . .103 FRAME ASS'Y 1 1 1 1.5 1.8 5.6 15 15.12 6.70 6.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1. 3. . .104 FRAME ASS'Y 1 2 2 0.8 0.4 5 2 3.20 3.50 7.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1. 3. . .105 FRAME ASS'Y 1 2 2 0.8 0.4 5 2 3.20 1.50 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1. 3. . .106 MOD. LIFTING BEAM 1 2 2 1.8 0.4 5.5 4 7.92 3.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

SUB-TOTAL 53,001.87 10,151.40 0.00 2297498.41 65267.11 6581292.97 3400915.65 12344974.14 353996.27

1.18. . . M-004 EXHAUST STACK(Demolition)

1.18. . 1. Unit #1

1.18. . 1. 1 Primary Horizontal Transition 1 1 18.14 18.14 0.00 0.00 115.70 2,098.80 881.24 12,108.27 5,737.22 20,825.53 18.52 335.95

1.18. . 1. 2 Secondary Horizontal Transition 1 1 14.06 14.06 0.00 0.00 115.70 1,626.74 683.03 9,384.91 4,446.82 16,141.50 18.52 260.39

1.18. . 1. 3 Elbow Section 1 1 56.25 56.25 0.00 0.00 77.13 4,338.56 1,821.94 25,030.69 11,860.23 43,051.42 12.35 694.69

1.18. . 1. 4 Lower Silencer Section 1 1 20.18 20.18 0.00 0.00 115.70 2,334.83 980.34 13,469.95 6,382.42 23,167.54 18.52 373.73

1.18. . 1. 5 Upper Silencer Section 1 1 21.09 21.09 0.00 0.00 115.70 2,440.11 1,024.55 14,077.36 6,670.23 24,212.25 18.52 390.59

1.18. . 1. 6 Octagonal Transition 1 1 13.15 13.15 0.00 0.00 115.70 1,521.46 638.83 8,777.49 4,159.01 15,096.79 18.52 243.54

1.18. . 1. 7 Stack 1 1 25.40 25.40 0.00 0.00 154.26 3,918.20 1,645.16 22,605.49 10,711.01 38,879.86 24.70 627.38

1.18. . 1. 8 Lower Silencing Baffles 7 7 3.40 23.80 0.00 0.00 92.56 2,202.93 924.87 12,708.96 6,021.82 21,858.58 14.82 352.72

1.18. . 1. 9 Upper Silencing Baffles 7 7 3.22 22.54 0.00 0.00 92.56 2,086.30 875.90 12,036.13 5,703.01 20,701.34 14.82 334.04

1.18. . 1. 10 Ladders/Platforms 1 1 3.40 3.40 0.00 0.00 578.49 1,966.87 825.83 11,347.26 5,376.62 19,516.58 92.62 314.91

1.18. . 2. Unit #2

1.18. . 2. 1 Primary Horizontal Transition 1 1 15.88 15.88 0.00 0.00 115.70 1,837.32 771.45 10,599.74 5,022.44 18,230.95 18.52 294.10

1.18. . 2. 2 Secondary Horizontal Transition 1 1 11.34 11.34 0.00 0.00 115.70 1,312.04 550.90 7,569.34 3,586.56 13,018.84 18.52 210.02

1.18. . 2. 3 Elbow Section 1 1 56.25 56.25 0.00 0.00 77.13 4,338.56 1,821.94 25,030.69 11,860.23 43,051.42 12.35 694.69

1.18. . 2. 4 Lower Silencer Section 1 1 22.91 22.91 0.00 0.00 115.70 2,650.69 1,112.97 15,292.20 7,245.86 26,301.72 18.52 424.29

1.18. . 2. 5 Upper Silencer Section 1 1 23.81 23.81 0.00 0.00 115.70 2,754.82 1,156.69 15,892.94 7,530.50 27,334.95 18.52 440.96

1.18. . 2. 6 Octagonal Transition 1 1 13.61 13.61 0.00 0.00 115.70 1,574.68 661.17 9,084.54 4,304.50 15,624.89 18.52 252.06

1.18. . 2. 7 Stack 1 1 23.13 23.13 0.00 0.00 154.26 3,568.03 1,498.13 20,585.24 9,753.77 35,405.17 24.70 571.31

1.18. . 2. 8 Lower Silencing Baffles 8 8 3.40 27.20 0.00 0.00 92.56 2,517.63 1,056.99 14,524.53 6,882.08 24,981.23 14.82 403.10

Página 8




H

2.3

W

2.3

L

5.8/1

HxWxL

per unit

HxWxL

Total

Weight

per unit

Weight

Total( A + B + C + D + E )


REMARKS


CONSTRUCTION


MATERIAL COST (A)

UNIT TOTAL

Q'TY (TOTAL)

Weight(TON)

TOTAL TOTAL

INDIRECT COST ($)

( E )

Código


ERECTION

MATERIAL

COST ($) ( C )UNIT

1.18. . 2. 9 Upper Silencing Baffles 8 8 3.22 25.76 0.00 0.00 92.56 2,384.35 1,001.03 13,755.58 6,517.73 23,658.69 14.82 381.76

1.18. . 2. 10 Ladders/Platforms 1 1 5.44 5.44 0.00 0.00 578.49 3,146.99 1,321.32 18,155.62 8,602.59 31,226.52 92.62 503.85

SUB-TOTAL 443.34 0.00 50,619.91 21,254.28 292,036.93 138,374.65 502,285.77 8,104.08

1. 4. . . BYPASS STACK(NEW)

1. 4. . . 1 Horizontal Transition 2 2 4 3.2 3.2 5.6 57 229.38 6.00 24.00 0.00 0.00 308.53 7,404.72 3,108.96 42,719.04 20,241.37 73,474.09 49.40 1,185.60



1. 4. . . 4 Vertical Sq-Sq Transition 2 2 4 3.7 4.3 8.5 135 540.94 10.50 42.00 0.00 0.00 308.53 12,958.26 5,440.68 74,758.32 35,422.40 128,579.66 49.40 2,074.80

1. 4. . . 5 Lower Silencer Section 2 2 4 1 4.3 8.4 36 144.48 4.60 18.40 0.00 0.00 192.83 3,548.07 1,489.66 20,469.63 9,699.00 35,206.36 30.87 568.01

1. 4. . . 6 Middle Silencer Section 2 2 4 3.7 4.6 11.6 197 789.73 18.00 72.00 0.00 0.00 192.83 13,883.76 5,829.12 80,098.56 37,952.60 137,764.04 30.87 2,222.64

1. 4. . . 7 Upper Silencer Section 2 2 4 3.7 4.3 8.4 134 534.58 12.50 50.00 0.00 0.00 192.83 9,641.50 4,048.00 55,624.00 26,355.97 95,669.47 30.87 1,543.50

1. 4. . . 8 Vertical Sq-Rnd Transition 2 2 4 3.1 4.3 8.5 113 453.22 8.20 32.80 0.00 0.00 308.53 10,119.78 4,248.91 58,382.69 27,663.20 100,414.58 49.40 1,620.32

1. 4. . . 9 Stack Section 2 10 20 3.5 3.9 7.6 104 2,074.80 4.60 92.00 0.00 0.00 231.40 21,288.80 8,938.72 122,817.24 58,194.20 211,238.96 37.05 3,408.60

1. 4. . . 10 Ladder/Platforms 2 1 2 0 0.00 20.00 40.00 0.00 0.00 231.40 9,256.00 3,886.40 53,398.80 25,301.83 91,843.03 37.05 1,482.00

1. 4. . . 11 Support Steel 2 1 2 0 0.00 46.00 92.00 0.00 0.00 231.40 21,288.80 8,938.72 122,817.24 58,194.20 211,238.96 37.05 3,408.60

1. 4. . . 12 Lower Silencing Baffles 2 8 16 0.5 4.0 7.5 15 240.00 3.30 52.80 0.00 0.00 231.40 12,217.92 5,130.05 70,486.42 33,398.41 121,232.80 37.05 1,956.24

1. 4. . . 13 Upper Silencing Baffles 2 8 16 0.5 3.7 7.5 14 222.00 3.20 51.20 0.00 0.00 231.40 11,847.68 4,974.59 68,350.46 32,386.33 117,559.06 37.05 1,896.96

1. 4. . . 14 Housing-Part (Bottom part with sidewall sections) Front 12 1 2 2.5 4.0 7.1 71 142.00 7.80 15.60 0.00 0.00 231.40 3,609.84 1,515.70 20,825.53 9,867.71 35,818.78 37.05 577.98

1. 4. . . 15 Housing-Part (Bottom part with sidewall sections) Back 22 1 2 2.5 4.5 7.1 80 159.75 9.00 18.00 0.00 0.00 231.40 4,165.20 1,748.88 24,029.46 11,385.82 41,329.36 37.05 666.90

1. 4. . . 16 Housing-Sidewall 3 with Manhole and Housing-Sidewall 42 1 2 2.2 4.0 11.3 99 198.88 18.00 36.00 0.00 0.00 231.40 8,330.40 3,497.76 48,058.92 22,771.64 82,658.72 37.05 1,333.80

1. 4. . . 17 Duct section Front 5 2 1 2 3.5 4.0 8 112 224.00 10.50 21.00 0.00 0.00 231.40 4,859.40 2,040.36 28,034.37 13,283.46 48,217.59 37.05 778.05

1. 4. . . 18 Duct section Rear 6 2 1 2 3.5 4.5 8 126 252.00 11.60 23.20 0.00 0.00 231.40 5,368.48 2,254.11 30,971.30 14,675.06 53,268.95 37.05 859.56

1. 4. . . 19 Duct extension upper part 7 2 1 2 2 3.6 6.5 47 93.60 5.05 10.10 0.00 0.00 231.40 2,337.14 981.32 13,483.20 6,388.71 23,190.37 37.05 374.21

1. 4. . . 20 Duct extension lower part 8 2 1 2 2.5 3.6 6.5 59 117.00 5.05 10.10 0.00 0.00 231.40 2,337.14 981.32 13,483.20 6,388.71 23,190.37 37.05 374.21

1. 4. . . 21 Blade-Module 9 and Blade-Module 10 with bearing bolts, rings, screws and washers2 1 2 2.5 4.0 6 60 120.00 11.00 22.00 0.00 0.00 385.66 8,484.52 3,562.46 48,949.12 23,193.34 84,189.44 61.74 1,358.28

1. 4. . . 22 2 Drive brackets with cylinders 11 2 1 2 1.5 2.8 5 21 42.00 4.00 8.00 0.00 0.00 385.66 3,085.28 1,295.44 17,799.68 8,433.94 30,614.34 61.74 493.92

1. 4. . . 23 Drive lever inside 12 with bearing bolts, rings, screws and washers2 1 2 1 3.6 9.1 33 65.52 6.50 13.00 0.00 0.00 385.66 5,013.58 2,105.09 28,924.48 13,705.16 49,748.31 61.74 802.62

1. 4. . . 24 Blanking Plate-Module 13 and Blanking Plate-Module 142 1 2 1.5 4.4 7.1 47 93.72 5.75 11.50 0.00 0.00 385.66 4,435.09 1,862.20 25,587.04 12,123.79 44,008.12 61.74 710.01

1. 4. . . 25 Blanking Plate-Support 15 2 1 2 2 2.0 10 40 80.00 3.50 7.00 0.00 0.00 385.66 2,699.62 1,133.51 15,574.72 7,379.70 26,787.55 61.74 432.18

1. 4. . . 26 Blanking Plate-Support 16 2 1 2 2 2.0 10 40 80.00 3.50 7.00 0.00 0.00 385.66 2,699.62 1,133.51 15,574.72 7,379.70 26,787.55 61.74 432.18

1. 4. . . 27 Parts of the Blanking Plate Support 17 2 1 2 1 1.0 9 9 18.00 1.60 3.20 0.00 0.00 385.66 1,234.11 518.18 7,119.87 3,373.58 12,245.74 61.74 197.57

1. 4. . . 28 Container, 40´: Diverter-components 2 1 2 2.2 2.4 11.9 62 123.05 10.00 20.00 0.00 0.00 231.40 4,628.00 1,943.20 26,699.40 12,650.91 45,921.51 37.05 741.00

1. 4. . . 29 Hydraulic-unit 2 1 2 3.3 2.3 3.4 26 51.61 4.00 8.00 0.00 0.00 231.40 1,851.20 777.28 10,679.76 5,060.37 18,368.61 37.05 296.40

1. 4. . . 30 Hydraulic fluid 2 1 2 1 1.2 1.2 1 2.88 0.90 1.80 0.00 0.00 578.49 1,041.28 437.20 6,007.37 2,846.44 10,332.29 92.62 166.72

SUB-TOTAL 7,702.66 855.50 0.00 215,925.58 90,661.04 1,245,706.43 590,248.56 2,142,541.61 34,571.18

1. 5. . . M-005 AIR COMPRESSOR

1. 5. . . 1 AIR COMPRESSOR 2 2.4 2.0 3.05 14 28.99 2.76 5.52 0.00 0.00 331.57 1,830.27 22.25 5,920.53 2,955.65 10,728.70 49.40 272.69

1. 5. . . 2 AIR DRYER (INCL. PRE & AFTER FILTER) 2 3.3 3.0 4.5 45 89.10 0.83 1.66 0.00 0.00 373.02 619.21 7.54 2,002.99 999.94 3,629.68 55.58 92.26

1. 5. . . 3 I.A RECEIVER TANK(10 m3) 1 2.6 2.8 4.5 33 32.76 3.90 3.90 0.00 0.00 207.23 808.20 9.83 2,614.37 1,305.15 4,737.55 30.88 120.43

1. 5. . . 4 Pre Cooler 2 2 3.5 2.2 15 30.80 1.40 2.80 0.00 0.00 310.85 870.38 10.58 2,815.46 1,405.54 5,101.96 46.32 129.70

1. 5. . . 5 Piping spool and support 1 2 6.5 2.2 29 28.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1. 5. . . 6 Ladder and handle rail 1 2.5 5.0 2.5 31 31.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

SUB-TOTAL 241.50 13.88 0.00 4,128.06 50.20 13,353.35 6,666.28 24,197.89 615.08

1. 6. . . M-006 FIN FAN COOLER

1. 6. . . 1 Radiator Alfa Laval Type BDP6 6F/8_185/X8/8,6H3 6 18 2.46 1.1 11.5 32 191.81 4.20 75.60 0.00 0.00 207.23 15,666.59 190.51 50,678.46 25,299.68 91,835.24 30.88 2,334.53

1. 6. . . 2 Fan Step Control Switchboard 6 steps 3 6 18 0.3 0.4 1.25 0 0.90 0.08 1.44 0.00 0.00 777.12 1,119.05 13.62 3,619.87 1,807.12 6,559.66 115.79 166.74

1. 6. . . 3 Std Alfa laval Ladder (4m) 3 1 3 1.1 0.8 5.8 5 5.10 0.16 0.48 0.00 0.00 777.12 373.02 4.54 1,206.62 602.37 2,186.55 115.79 55.58

1. 6. . . 4 Std Alfa laval Handrails (kit for 6 radiators) 3 1 3 0.5 0.8 2.32 1 0.93 0.30 0.90 0.00 0.00 1,554.24 1,398.82 17.02 4,524.84 2,258.90 8,199.58 231.58 208.42

1. 6. . . 5 Std Alfa laval Radiator legs (kit for 6 radiators) 3 1 3 2 2.0 5 20 20.00 6.00 18.00 0.00 0.00 414.46 7,460.28 90.72 24,132.42 12,047.40 43,730.82 61.75 1,111.50

SUB-TOTAL 218.74 96.42 0.00 26,017.76 316.41 84,162.21 42,015.47 152,511.85 3,876.77

1. 7. . . M-007 FILD FABRICATED TANK

1. 7. . . 1 Waste Water Tank 1 11.8 14.0 H x ID 57.00 57.00 0.00 0.00 581.07 33,120.99 5,073.00 74,903.70 43,004.60 156,102.29 96.80 5,517.60

1. 7. . . 2 Raw Water Tank 1 10.9 11.6 H x ID 122.00 122.00 0.00 0.00 581.07 70,890.54 10,858.00 160,320.20 92,044.94 334,113.68 96.80 11,809.60

1. 7. . . 3 Demi. Water Tank 1 8.9 10.0 H x ID 96.00 96.00 0.00 0.00 581.07 55,782.72 8,544.00 126,153.60 72,428.81 262,909.13 96.80 9,292.80

1. 7. . . 4 Irrigation Water Tank 1 6.6 6.0 H x ID 51.00 51.00 0.00 0.00 581.07 29,634.57 4,539.00 67,019.10 38,477.80 139,670.47 96.80 4,936.80

1. 7. . . 5 Portable Water Tank 1 3.7 4.0 H x ID 32.00 32.00 0.00 0.00 581.07 18,594.24 2,848.00 42,051.20 24,142.94 87,636.38 96.80 3,097.60

SUB-TOTAL 358.00 0.00 208,023.06 31,862.00 470,447.80 270,099.09 980,431.95 34,654.40

1. 8. . . M-008 SHOP FABRICATED TANK

1. 8. . . 1 Flash Tank 1 2.1 1.6 H x ID 2.68 2.68 0.00 0.00 362.65 971.90 11.82 3,143.93 1,569.51 5,697.16 54.03 144.80

1. 8. . . 2 CCW Head Tank 1 1.8 1.2 H x ID 1.10 1.10 0.00 0.00 518.08 569.89 6.93 1,843.46 920.29 3,340.57 77.19 84.91

SUB-TOTAL 3.78 0.00 1,541.79 18.75 4,987.39 2,489.80 9,037.73 229.71

Página 9




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Total( A + B + C + D + E )


REMARKS


CONSTRUCTION


MATERIAL COST (A)

UNIT TOTAL

Q'TY (TOTAL)

Weight(TON)

TOTAL TOTAL

INDIRECT COST ($)

( E )

Código


ERECTION

MATERIAL

COST ($) ( C )UNIT

1. 9. . . M-009 CRANE

1. 9. . . 1 Girder 1 0.7 0.6 1.4 5.39 5.39 2.00 2.00 0.00 0.00 1,036.16 2,072.32 25.22 6,703.48 3,346.53 12,147.55 154.39 308.78

1. 9. . . 2 End carriage 1 0.6 0.5 0.28 0.84 0.84 0.45 0.45 0.00 0.00 1,036.16 466.27 5.67 1,508.28 752.96 2,733.18 154.39 69.48

1. 9. . . 3 Hoist 1 0.7 1.5 0.16 1.68 1.68 0.40 0.40 0.00 0.00 777.12 310.85 3.78 1,005.52 501.98 1,822.13 115.79 46.32

1. 9. . . 4 Misc 1 0.5 0.7 0.6 1.95 1.95 0.50 0.50 0.00 0.00 1,036.16 518.08 6.31 1,675.87 836.63 3,036.89 154.39 77.20

SUB-TOTAL 9.86 3.35 0.00 3,367.52 40.98 10,893.15 5,438.10 19,739.75 501.78

1.10. . . M-010 BOILER FEEDWATER PUMP

1.10. . . 1 PUMP 6 1.4 1.7 5.25 12 72.77 1,600.00 kg 9.60 0.00 0.00 414.46 3,978.82 48.38 12,870.62 6,425.28 23,323.10 61.75 592.80

1.10. . . 2 BASEPLATE 6 Including above 1,670.00 kg 10.02 0.00 0.00 1,036.16 10,382.32 126.35 33,584.43 16,766.09 60,859.19 154.39 1,546.99

1.10. . . 3 MOTOR 6 Including above 5,330.00 kg 31.98 0.00 0.00 518.08 16,568.20 201.47 53,594.32 26,755.41 97,119.40 77.19 2,468.54

1.10. . . 4 GURAD & COUPLING 6 Including above 50.00 kg 0.30 0.00 0.00 414.46 124.34 1.51 402.21 200.79 728.85 61.75 18.53

SUB-TOTAL 72.77 51.90 0.00 31,053.68 377.71 100,451.58 50,147.57 182,030.54 4,626.86

1.11. . . M-011 GENERAL SERVICE PUMP

1.11. . . 1 Closed cooling waterpump 2 65.00 25.00 0.00 0.00 207.23 5,180.75 63.00 16,758.75 8,366.30 30,368.80 30.88 772.00

1.11. . . 2 Service water pump 2 Including above

1.11. . . 3 Demi.water transferpump 2 Including above

1.11. . . 4 Raw water supply pump 2 Including above

SUB-TOTAL 25.00 0.00 5,180.75 63.00 16,758.75 8,366.30 30,368.80 772.00

1.12. . . M-012 MISCELLANEOUS

1.12. . . 1 - Steam turbine area sump pump 2 1.676 2.0 1.78 5.90 11.81 0.30 0.60 0.00 0.00 1,243.39 746.03 9.08 2,413.25 1,204.75 4,373.11 185.26 111.16

1.12. . . 2 - Steam turbine area sump pump (oily) 1 ####### 2.0 1.78 5.90 5.90 0.30 0.30 0.00 0.00 1,243.39 373.02 4.54 1,206.62 602.37 2,186.55 185.26 55.58

1.12. . . 3 - STG TR area sump pump (oily) 1 ####### 2.0 1.78 5.90 5.90 0.30 0.30 0.00 0.00 1,243.39 373.02 4.54 1,206.62 602.37 2,186.55 185.26 55.58

1.12. . . 4 - Closed Cooling Water Pumps 1 ####### 2.0 1.78 5.90 5.90 0.30 0.30 0.00 0.00 1,243.39 373.02 4.54 1,206.62 602.37 2,186.55 185.26 55.58

1.12. . . 5 - HRSG area sump pump (#1) 2 1.676 2.0 1.78 5.90 11.81 0.30 0.60 0.00 0.00 1,243.39 746.03 9.08 2,413.25 1,204.75 4,373.11 185.26 111.16

1.12. . . 6 - HRSG area sump pump (#2) 2 ####### 2.0 1.78 5.90 11.81 0.30 0.60 0.00 0.00 1,243.39 746.03 9.08 2,413.25 1,204.75 4,373.11 185.26 111.16

1.12. . . 7 - HRSG area sump pump (#3) 2 ####### 2.0 1.78 5.90 11.81 0.30 0.60 0.00 0.00 1,243.39 746.03 9.08 2,413.25 1,204.75 4,373.11 185.26 111.16

1.12. . . 8 - Air cooled condenser area sump pump 1 ####### 2.0 1.78 5.90 5.90 0.30 0.30 0.00 0.00 1,243.39 373.02 4.54 1,206.62 602.37 2,186.55 185.26 55.58

SUB-TOTAL 70.84 3.60 0.00 4,476.20 54.48 14,479.48 7,228.48 26,238.64 666.96

1.13. . . M-013 BYPASS VALVE

1.13. . . 1 1 HP_Bypass_Iso_001 3 VS - 140BT, STI SC/V 600-150

1.13. . . 2 2 HP_Bypass_001 3 VLB - 160BTC, STI SC/V 520-150

1.13. . . 3 3 HP_Spray_001 3 100DSV - 1", MSD II 400 RA

1.13. . . 4 4 HP_Spray_Iso_001 3 840 - 80, MSD II 500 RA

1.13. . . 5 5 IP_Bypass_Iso_001 3 VS - 225T, STI 330-300

1.13. . . 6 6 IP_Bypass_001 3 VLB - 225TC, STI SC/V 390-250

1.13. . . 7 7 IP_Spray_001 3 840H1 - 3", MSD II 400 RA

1.13. . . 8 8 IP_Spray_Iso_001 3 840 - 100, MSD II 500 RA

1.13. . . 9 9 LP_Bypass_Iso_001 3 860P - 250, STI SC/V 260-250

1.13. . . 10 10 LP_Bypass_001 3 860LLP - 200, MSD II 500L RA

1.13. . . 11 11 LP_Spray_001 3 VSG2-5R, MSD II 400 RA

1.13. . . 12 12 LP_Spray_Iso_001 3 840 - 40, MSD II 290 RA

1.13. . . 13 Sub total 5.00 0.00 0.00 1,554.24 7,771.20 94.55 25,138.00 12,549.44 45,553.19 231.58 1,157.90

SUB-TOTAL 5.00 0.00 7,771.20 94.55 25,138.00 12,549.44 45,553.19 1,157.90

1.14. . . M-014 CHEMICAL INJECTION SYSTEM

1.14. . . 1 Hydrazine solution tank 1 0.25 3.3 6.8 6 5.61 3.03 3.03 0.00 0.00 777.12 2,354.67 28.66 7,616.81 3,802.48 13,802.62 115.79 350.84

1.14. . . 2 Metering cylinder for Hydrazine tank 1 2 3.3 6.8 45 44.88 0.03 0.03 0.00 0.00 777.12 19.43 0.24 62.85 31.38 113.90 115.79 2.89

1.14. . . 3 Hydrazine dosing tank 2 Included above 0.04 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1.14. . . 4 Ammonia solution tank 1 Included above 0.83 0.83 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1.14. . . 5 Ammonia dosing pump 2 Included above 0.04 0.07 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1.14. . . 6 Metering cylinder for Ammonia tank 1 Included above 0.03 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1.14. . . 7 Phosphate dosing tank 1 Included above 0.45 0.45 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1.14. . . 8 Phosphate dosing pump 4 Included above 0.07 0.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1.14. . . 9 Control pannel 1 Included above 0.60 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1.14. . . 10 Skid base & ETC 1 Included above 2.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

SUB-TOTAL 50.49 7.09 7.36 0.00 2,374.10 28.90 7,679.66 3,833.86 13,916.52 353.73

1.15. . . M-015 WASTEWATER & WATER TREATMENT SYSTEM

1.15. . . 1 Pretreatment

1.15. . . 2 1 Multimedia Filters 1 2 2 3.9878 2.0 2.59 20 40.94 1.18 2.36 0.00 0.00 414.46 977.60 11.89 3,162.31 1,578.69 5,730.49 61.75 145.65

1.15. . . 3 2 Filtered Water Tank 1 1 1 4.9022 3.0 3.05 46 45.54 0.45 0.45 0.00 0.00 518.08 235.00 2.86 760.17 379.49 1,377.52 77.19 35.01

Página 10




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per unit

Weight

Total( A + B + C + D + E )


REMARKS


CONSTRUCTION


MATERIAL COST (A)

UNIT TOTAL

Q'TY (TOTAL)

Weight(TON)

TOTAL TOTAL

INDIRECT COST ($)

( E )

Código


ERECTION

MATERIAL

COST ($) ( C )UNIT

1.15. . . 4 3 Backwash Pump Package 1 1 1 1.6764 2.4 2.29 9 9.15 0.68 0.68 0.00 0.00 518.08 352.50 4.29 1,140.26 569.24 2,066.29 77.19 52.52

1.15. . . 5 4 HCL Storage Tank/Transfer Pump 1 1 1 2.3368 1.5 1.52 5 5.43 0.23 0.23 0.00 0.00 518.08 117.50 1.43 380.09 189.75 688.77 77.19 17.51

1.15. . . 6 5 NaOH Storage Tank/Transfer Pump 1 1 1 2.3368 1.5 1.52 5 5.43 0.23 0.23 0.00 0.00 518.08 117.50 1.43 380.09 189.75 688.77 77.19 17.51

1.15. . . 7 6 Sump Pump Package 1 1 1 1.6764 2.0 1.78 6 5.91 0.34 0.34 0.00 0.00 518.08 176.25 2.14 570.13 284.62 1,033.14 77.19 26.26

1.15. . . 8 Primary RO Process 0 0 0.0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1.15. . . 9 1 Filtered Water Feed Pump Package 1 1 1 1.6764 2.0 1.78 6 5.91 0.34 0.34 0.00 0.00 518.08 176.25 2.14 570.13 284.62 1,033.14 77.19 26.26

1.15. . . 10 2 RO Unit, First Pass (duplex system) 1 1 1 1.9558 10.2 1.04 21 20.69 3.08 3.08 0.00 0.00 518.08 1,598.01 19.43 5,169.19 2,580.57 9,367.20 77.19 238.09

1.15. . . 11 3 Product Tank, First Pass 1 1 1 2.7432 2.3 2.29 14 14.34 0.34 0.34 0.00 0.00 518.08 176.25 2.14 570.13 284.62 1,033.14 77.19 26.26

1.15. . . 12 4 RO Unit, Second Pass (duplex system) 1 1 1 1.9558 10.2 1.04 21 20.69 3.08 3.08 0.00 0.00 518.08 1,598.01 19.43 5,169.19 2,580.57 9,367.20 77.19 238.09

1.15. . . 13 5 Product Tank, Second Pass 1 1 1 2.7432 2.3 2.29 14 14.34 0.34 0.34 0.00 0.00 518.08 176.25 2.14 570.13 284.62 1,033.14 77.19 26.26

1.15. . . 14 6 Chemical Dosing Systems 1 3 3 2.3368 1.5 1.52 5 16.28 0.23 0.68 0.00 0.00 518.08 352.50 4.29 1,140.26 569.24 2,066.29 77.19 52.52

1.15. . . 15 7 CIP Package 1 1 1 2.032 2.6 2.79 15 14.85 0.39 0.39 0.00 0.00 518.08 199.75 2.43 646.15 322.57 1,170.90 77.19 29.76

1.15. . . 16 8 EDI Unit 1 2 2 2.032 2.7 2.03 11 22.23 1.18 2.36 0.00 0.00 518.08 1,222.01 14.86 3,952.91 1,973.38 7,163.16 77.19 182.07

1.15. . . 17 9 EDI Pump Package 1 1 1 1.7272 2.0 1.78 6 6.08 0.34 0.34 0.00 0.00 518.08 176.25 2.14 570.13 284.62 1,033.14 77.19 26.26

1.15. . . 18 # Sump Pump Package 1 2 2 1.7272 2.0 1.78 6 12.17 0.34 0.68 0.00 0.00 518.08 352.50 4.29 1,140.26 569.24 2,066.29 77.19 52.52

1.15. . . 19 Post Treatment 0 0 0.0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1.15. . . 20 1 Activated Carbon Filter 1 1 1 1.2192 0.6 0.61 0 0.45 0.11 0.11 0.00 0.00 518.08 58.75 0.71 190.04 94.87 344.37 77.19 8.75

1.15. . . 21 2 Hypochlorite Dosing Package 1 1 1 2.3368 1.5 1.52 5 5.43 0.23 0.23 0.00 0.00 518.08 117.50 1.43 380.09 189.75 688.77 77.19 17.51

1.15. . . 22 3 Potable Water Pump Package 1 1 1 1.6764 1.3 1.52 3 3.24 0.23 0.23 0.00 0.00 518.08 117.50 1.43 380.09 189.75 688.77 77.19 17.51

1.15. . . 23 Auxiliaries 0 0 0.0 0 0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1.15. . . 24 1 Oily Water Transfer Pump Package 1 1 1 1.6764 1.3 1.52 3 3.37 0.27 0.27 0.00 0.00 518.08 141.00 1.71 456.10 227.69 826.50 77.19 21.01

1.15. . . 25 2 Treated Water Transfer Pump Package 1 1 1 1.6764 1.3 1.52 3 3.37 0.27 0.27 0.00 0.00 518.08 141.00 1.71 456.10 227.69 826.50 77.19 21.01

1.15. . . 26 3 Wastewater Feed Pump for Irrigation Water 1 1 1 1.6764 1.3 1.52 3 3.37 0.27 0.27 0.00 0.00 518.08 141.00 1.71 456.10 227.69 826.50 77.19 21.01

1.15. . . 27 4 Wastewater Disposal Pump 1 1 1 1.6764 2.4 2.29 9 9.15 0.68 0.68 0.00 0.00 518.08 352.50 4.29 1,140.26 569.24 2,066.29 77.19 52.52

1.15. . . 28 5 Treated Water Transfer Pumps 1 1 1 1.6764 1.3 1.52 3 3.24 0.23 0.23 0.00 0.00 518.08 117.50 1.43 380.09 189.75 688.77 77.19 17.51

1.15. . . 29 6 Sand Filter 1 1 1 3.7592 1.8 2.29 15 15.28 0.91 0.91 0.00 0.00 518.08 470.00 5.72 1,520.35 758.99 2,755.06 77.19 70.03

1.15. . . 30 7 Activated Carbon Filter 1 1 1 3.7592 1.8 2.29 15 15.28 0.91 0.91 0.00 0.00 518.08 470.00 5.72 1,520.35 758.99 2,755.06 77.19 70.03

1.15. . . 31 8 Filter Backwash Pump Package 1 1 1 1.6764 1.3 1.52 3 3.24 0.23 0.23 0.00 0.00 518.08 117.50 1.43 380.09 189.75 688.77 77.19 17.51

1.15. . . 32 9 Sludge Transfer Pump Package 1 1 1 1.6764 1.3 1.52 3 3.24 0.34 0.34 0.00 0.00 518.08 176.25 2.14 570.13 284.62 1,033.14 77.19 26.26

1.15. . . 33 # Sludge Removal Pump Package 1 1 1 1.6764 1.3 1.52 3 3.24 0.34 0.34 0.00 0.00 518.08 176.25 2.14 570.13 284.62 1,033.14 77.19 26.26

1.15. . . 34 # Irrigation Pump Package 1 1 1 1.6764 1.3 1.52 3 3.37 0.23 0.23 0.00 0.00 518.08 117.50 1.43 380.09 189.75 688.77 77.19 17.51

1.15. . . 35 # Acid Dosing Pump Package 1 1 1 2.3368 1.5 1.02 4 3.62 0.23 0.23 0.00 0.00 518.08 117.50 1.43 380.09 189.75 688.77 77.19 17.51

1.15. . . 36 # Caustic Dosing Pump Package 1 1 1 2.3368 1.5 1.02 4 3.62 0.23 0.23 0.00 0.00 518.08 117.50 1.43 380.09 189.75 688.77 77.19 17.51

1.15. . . 37 # Polymer Dosing Pump Package 1 1 1 2.3368 1.5 1.02 4 3.62 0.23 0.23 0.00 0.00 518.08 117.50 1.43 380.09 189.75 688.77 77.19 17.51

1.15. . . 38 # Coagulant Dosing Pump Package 1 1 1 2.3368 1.5 1.02 4 3.62 0.23 0.23 0.00 0.00 518.08 117.50 1.43 380.09 189.75 688.77 77.19 17.51

SUB-TOTAL 349.76 22.07 0.00 11,188.38 136.05 36,191.90 18,067.74 65,584.07 1,667.02

1.16. . . M-016 HVAC VC

1.16. . . 1 HVAC 900.00 21.02 0.00 0.00 518.08 10,890.04 132.43 35,226.79 17,585.96 63,835.22 77.19 1,622.53

SUB-TOTAL 900.00 21.02 0.00 10,890.04 132.43 35,226.79 17,585.96 63,835.22 1,622.53

1.17. . . M-017 FIRE FIGHTING SYSTEM

1.17. . . 1 FIRE FIGHTING SYSTEM 132.00 35.33 0.00 0.00 1,554.24 54,916.48 668.15 177,641.87 88,682.74 321,909.24 231.58 8,182.49

SUB-TOTAL 132.00 35.33 0.00 54,916.48 668.15 177,641.87 88,682.74 321,909.24 8,182.49

TOTAL 18,108.76 0.00 4,917,579.12 252,107.18 11,392,951.92 6,297,827.19 22,860,465.41 796,673.75

Página 11

Erection of Mechanical Equipments for Package 2E.Kallpa Combined Cycle Conversion Project

POSCO ENGINEERING & CONSTRUCTION CO., LTD. Rev: 2:

WEIGHT TOTAL COST

DESCRIPTION UNIT TOTAL ( A + B + C + D + E )

(KG) (TON)

2E. PIPING 1,390.24 0.00 4,344,109.59 1,214,711.32 3,109,751.80 3,296,163.92 11,964,736.63 664,130.52

2. . . . STEAM, CONDENSATE AND FEEDWATER SYSTEMS 1,017.74 0.00 3,228,091.08 926,783.55 2,118,832.49 2,385,533.11 8,659,240.23 489,175.28

2. 1. . . 1. MAIN STEAM SYSTEM 729.80 0.00 2,650,093.80 729,223.81 1,708,227.38 1,934,503.37 7,022,048.36 395,463.57

2. 1. 1. .

2. 1. 1. 1. 1) HP STEAM SYSTEM 210.82 0.00 423,598.56 123,921.44 265,323.86 309,078.19 1,121,922.05 63,249.66

2. 1. 1. 1. 1 PIPE PIPE SCH40 BE SMLS A106-B 200 M 12 42.6 511.2 0.00 0.00 41.47 497.64 195.24 209.52 343.13 1,245.53 6.63 79.56

2. 1. 1. 1. 2 PIPE PIPE SCH160 PE SMLS A335-P91 20 M 12 2.9 34.8 0.00 0.00 1.20 14.40 4.44 6.60 9.67 35.11 0.17 2.04




2. 1. 1. 1. 6 PIPE PIPE SCH160 BE SMLS A335-P91 150 M 12 67.5 810.0 0.00 0.00 28.60 343.20 105.72 156.96 230.38 836.26 4.09 49.08

2. 1. 1. 1. 7 PIPE PIPE SCH160 BE SMLS A335-P91 200 M delete 111.2

2. 1. 1. 1. 8 PIPE PIPE SCH160 BE SMLS A335-P91 250 M delete 172.4

2. 1. 1. 1. 9 PIPE PIPE SCH160 BE SMLS A335-P91 300 M 216 238.6 51442.2 0.00 0.00 204.95 44,187.22 13,608.67 20,212.50 29,662.14 107,670.53 29.34 6,325.70


2. 1. 1. 1. 11 PIPE PIPE SCH160 PE SMLS SA335-P91 15 M 13 2.0 26.4 0.00 0.00 1.20 15.84 4.88 7.26 10.64 38.62 0.17 2.24




2. 1. 1. 1. 15 PIPE PIPE SCH160 PE SMLS SA335-P91 50 M 278 11.1 3089.1 0.00 0.00 3.06 851.60 261.60 389.62 571.44 2,074.26 0.44 122.45

2. 1. 1. 1. 16 PIPE PIPE SCH160 BE SMLS SA335-P91 150 M 12 67.5 810.0 0.00 0.00 28.60 343.20 105.72 156.96 230.38 836.26 4.09 49.08

2. 1. 1. 1. 17 PIPE PIPE SCH160 BE SMLS SA335-P91 200 M delete 111.2

2. 1. 1. 1. 18 PIPE PIPE SCH160 BE SMLS SA335-P91 250 M delete 172.4

2. 1. 1. 1.N18 PIPE PIPE SCH160 BE SMLS SA335-P91 300 M 121 238.6 28870.6 0.00 0.00 177.84 21,518.64 6,628.38 9,843.35 14,445.57 52,435.94 25.46 3,080.66

2. 1. 1. 1. 19 90 5D BEND PIPE SCH160 BE SMLS A335-P91 25 EA 13 1.2 16.0 0.00 0.00 7.40 97.68 30.10 44.62 65.55 237.95 1.06 13.99

2. 1. 1. 1. 20 90 5D BEND PIPE SCH160 BE SMLS A335-P91 50 EA 32 3.5 111.7 0.00 0.00 18.35 585.37 180.24 267.96 393.01 1,426.58 2.63 83.90

2. 1. 1. 1. 21 90 5D BEND PIPE SCH160 PE SMLS SA335-P91 25 EA 20 1.2 24.0 0.00 0.00 7.40 146.52 45.14 66.92 98.32 356.90 1.06 20.99

2. 1. 1. 1. 22 90 5D BEND PIPE SCH160 PE SMLS SA335-P91 50 EA 77 3.5 269.5 0.00 0.00 18.35 1,412.95 435.05 646.80 948.63 3,443.43 2.63 202.51

2. 1. 1. 1. 23 90 5D BEND PIPE SCH160 BE SMLS A335-P91 250 EA delete 103.0

2. 1. 1. 1. 24 90 5D BEND PIPE SCH160 BE SMLS A335-P91 300 EA 29 171.0 4890.6 0.00 0.00 1,229.56 35,165.42 10,830.82 16,084.93 23,605.93 85,687.10 176.01 5,033.89


2. 1. 1. 1. 26 90 5D BEND PIPE SCH160 PE SMLS SA335-P91 200 EA delete 53.2

2. 1. 1. 1. 27 90 5D BEND PIPE SCH160 PE SMLS SA335-P91 250 EA delete 103.0

2. 1. 1. 1.N28 90 5D BEND PIPE SCH160 PE SMLS SA335-P91 300 EA 22 116.0 2552.0 0.00 0.00 1,229.56 27,050.32 8,331.40 12,373.02 18,158.41 65,913.15 176.01 3,872.22

2. 1. 1. 1. 28 45 5D BEND PIPE SCH160 BE SMLS A335-P91 300 EA 2 85.5 188.1 0.00 0.00 1,229.56 2,705.03 833.14 1,237.30 1,815.84 6,591.31 176.01 387.22


2. 1. 1. 1. 30 TEE TEE 6000# SW A182-F91 50 EA 3 3.6 11.9 0.00 0.00 30.73 101.41 31.25 46.37 68.07 247.10 4.40 14.52

2. 1. 1. 1. 31 TEE TEE 6000# SW SA182-F91 50 EA 19 3.6 67.3 0.00 0.00 30.73 574.65 177.09 262.74 385.75 1,400.23 4.40 82.28

2. 1. 1. 1. 32 TEE TEE SCH160 BW SMLS A234-WP91 300 x 150 EA 2 86.6 190.5 0.00 0.00 1,446.54 3,182.39 980.17 1,455.63 2,136.28 7,754.47 207.07 455.55

2. 1. 1. 1.N32 TEE TEE SCH160 BW SMLS A234-WP91 300 EA 2 272.0 598.4 0.00 0.00 1,446.54 3,182.39 980.17 1,455.63 2,136.28 7,754.47 207.07 455.55

2. 1. 1. 1. 33 TEE TEE SCH160 BW SMLS A234-WP91 400 x 200 EA 2 334.0 734.8 0.00 0.00 5,207.51 11,456.52 3,528.56 5,240.29 7,690.56 27,915.93 745.44 1,639.97

2. 1. 1. 1. 34 TEE TEE SCH160 BW SMLS A234-WP91 400 x 300 EA 2 334.0 734.8 0.00 0.00 5,207.51 11,456.52 3,528.56 5,240.29 7,690.56 27,915.93 745.44 1,639.97

2. 1. 1. 1. 35 TEE TEE SCH160 BW SMLS SA234-WP91 300 x 150 EA 8 86.6 666.8 0.00 0.00 1,446.54 11,138.36 3,430.58 5,094.71 7,476.97 27,140.62 207.07 1,594.44

2. 1. 1. 1. 36 TEE TEE SCH160 BW SMLS SA234-WP91 300 x 200 EA 3 86.6 285.8 0.00 0.00 1,446.54 4,773.58 1,470.25 2,183.45 3,204.41 11,631.69 207.07 683.33

MATERIAL COST (A) LABOR COST (B)ERECTION

MATERIAL

COST ($) ( C )

CONSTRUCTION


INDIRECT COST ($)

( E )UNIT TOTAL UNIT TOTAL

MANHOURS

TOTALUNIT

Código

CosapiITEM SIZE Q'TY

Página 12



WEIGHT TOTAL COST


(KG) (TON)


MATERIAL

COST ($) ( C )

CONSTRUCTION


INDIRECT COST ($)


MANHOURS

TOTALUNIT

Código


2. 1. 1. 1. 37 REDUCER REDUCER ECC SCH160 BW SMLS A234-WP91 300 x 250 EA delete 44.6

2. 1. 1. 1. 38 REDUCER REDUCER ECC SCH160 BW SMLS A234-WP91 400 x 300 EA 2 121.0 266.2 0.00 0.00 2,115.53 4,654.17 1,433.45 2,128.85 3,124.26 11,340.73 302.83 666.23

2. 1. 1. 1. 39 SWAGE SWAGE ECC SCH160 PBE SMLS A234-WP91 50 x 15 EA 2 1.2 2.6 0.00 0.00 18.35 40.37 12.43 18.48 27.10 98.38 2.63 5.79


2. 1. 1. 1. 41 SWAGE SWAGE ECC SCH160 PBE SMLS SA234-WP91 50 x 15 EA 17 1.2 19.8 0.00 0.00 18.35 302.78 93.23 138.60 203.28 737.89 2.63 43.40

2. 1. 1. 1. 42 CAP CAP SCH40 BW A234-WPB 200 EA 1 5.1 5.6 0.00 0.00 145.05 159.56 49.15 72.99 107.11 388.81 20.76 22.84

2. 1. 1. 1. 43 CAP CAP 6000# NPT A182-F91 25 EA 4 0.6 2.6 0.00 0.00 7.11 31.28 9.64 14.30 21.00 76.22 1.02 4.49

2. 1. 1. 1. 44 CAP CAP 6000# NPT SA182-F91 25 EA 8 0.6 4.5 0.00 0.00 7.11 54.75 16.86 25.03 36.75 133.39 1.02 7.85

2. 1. 1. 1. 45 CAP CAP SCH160 BW A234-WP91 150 EA 1 7.8 8.6 0.00 0.00 171.80 188.98 58.20 86.44 126.86 460.48 24.59 27.05

2. 1. 1. 1. 46 CAP CAP SCH160 BW A234-WP91 200 EA 2 15.2 33.4 0.00 0.00 361.60 795.52 245.01 363.88 534.02 1,938.43 51.76 113.87

2. 1. 1. 1. 47 CAP CAP SCH160 BW SA234-WP91 150 EA 8 7.8 60.1 0.00 0.00 171.80 1,322.86 407.41 605.07 888.00 3,223.34 24.59 189.34

2. 1. 1. 1. 48 CAP CAP SCH160 BW SA234-WP91 200 EA 3 15.2 50.2 0.00 0.00 361.60 1,193.28 367.52 545.82 801.03 2,907.65 51.76 170.81

2. 1. 1. 1. 49 FULL COUPLING FULL COUPLING 6000# SW A182-F91 25 EA 2 0.4 0.9 0.00 0.00 13.23 29.11 8.98 13.33 19.55 70.97 1.89 4.16

2. 1. 1. 1. 50 FULL COUPLING FULL COUPLING 6000# SW A182-F91 50 EA 12 1.5 17.9 0.00 0.00 30.73 371.83 114.59 170.01 249.60 906.03 4.40 53.24

2. 1. 1. 1. 51 FULL COUPLING FULL COUPLING 6000# SW SA182-F91 25 EA 8 0.4 3.2 0.00 0.00 13.23 101.87 31.42 46.66 68.42 248.37 1.89 14.55

2. 1. 1. 1. 52 FULL COUPLING FULL COUPLING 6000# SW SA182-F91 50 EA 33 1.5 48.8 0.00 0.00 30.73 1,014.09 312.51 463.65 680.73 2,470.98 4.40 145.20

2. 1. 1. 1. 53 SOCKOLET SOCKOLET 3000# SW A105 200 x 50 EA 4 0.7 3.1 0.00 0.00 12.31 54.16 16.68 24.77 36.36 131.97 1.76 7.74

2. 1. 1. 1. 54 SOCKOLET SOCKOLET 6000# SW A182-F91 150 x 25 EA 1 0.6 0.7 0.00 0.00 7.40 8.14 2.51 3.72 5.46 19.83 1.06 1.17









2. 1. 1. 1. 63 SOCKOLET SOCKOLET 6000# SW SA182-F91 150 x 25 EA 8 0.6 4.6 0.00 0.00 7.40 56.98 17.56 26.03 38.24 138.81 1.06 8.16







2. 1. 1. 1. 70 FLANGE FLANGE SW SCH160 RTJ 2500# A182-F91 15 EA 2 0.4 0.9 0.00 0.00 7.40 16.28 5.02 7.44 10.93 39.67 1.06 2.33

2. 1. 1. 1. 71 FLANGE FLANGE SW SCH160 RTJ 2500# A182-F91 20 EA 2 0.7 1.5 0.00 0.00 7.40 16.28 5.02 7.44 10.93 39.67 1.06 2.33

2. 1. 1. 1. 72 FLANGE FLANGE SW SCH160 RTJ 2500# SA182-F91 15 EA 17 0.4 6.6 0.00 0.00 7.40 122.10 37.62 55.77 81.94 297.43 1.06 17.49

2. 1. 1. 1. 73 FLANGE FLANGE SW SCH160 RTJ 2500# SA182-F91 25 EA 2 0.7 1.5 0.00 0.00 7.40 16.28 5.02 7.44 10.93 39.67 1.06 2.33

2. 1. 1. 1. 74 BOLT/NUT BOLT/NUT (STUD/H.HEX) A193-B16/A194-3 3/4 x 125 SET 20 0.2 4.0 0.00 0.00 3.03 59.99 1.19 5.54 25.37 92.09 0.60 11.88

2. 1. 1. 1. 75 BOLT/NUT BOLT/NUT (STUD/H.HEX) SA193-B16/SA194-3 3/4 x 125 SET 68 0.2 13.6 0.00 0.00 3.03 206.65 4.09 19.10 87.40 317.24 0.60 40.92

2. 1. 1. 1. 76 BOLT/NUT BOLT/NUT (STUD/H.HEX) SA193-B16/SA194-3 7/8 x 135 SET 4 0.2 0.9 0.00 0.00 3.68 16.19 0.31 1.54 6.86 24.90 0.73 3.21

2. 1. 1. 1. 77 GASKET GASKET RTJ 4.5MM 2500# OCTAGONAL(316L) 15 EA 20 0.1 2.0 0.00 0.00 0.76 15.05 0.20 1.39 6.33 22.97 0.15 2.97



2. 1. 1. 1. 80 GATE GATE 2500# SW A182-F91/13CR+STL PB OS&Y (9) 25 EA 1 20.0 22.0 0.00 0.00 7.40 8.14 2.51 3.72 5.46 19.83 1.06 1.17

2. 1. 1. 1. 81 GATEGATE 2500# BW SCH160 SA217-C12A/13CR+STL PB OS&Y

GEAR (3)300 EA 3 628.0 2072.4 0.00 0.00 376.68 1,243.04 382.87 568.56 834.43 3,028.90 53.92 177.94

2. 1. 1. 1. 82 GLOBE GLOBE 2500# SW A182-F91/13CR+STL PB Y-OS&Y (19) 20 EA 6 5.0 27.5 0.00 0.00 7.40 40.70 12.54 18.59 27.31 99.14 1.06 5.83


Página 13



WEIGHT TOTAL COST


(KG) (TON)


MATERIAL

COST ($) ( C )

CONSTRUCTION


INDIRECT COST ($)


MANHOURS

TOTALUNIT

Código



2. 1. 1. 1. 85 GLOBE GLOBE 2500# SW SA182-F91/13CR+STL PB Y-OS&Y (20) 15 EA 14 4.0 57.2 0.00 0.00 7.40 105.82 32.60 48.33 71.01 257.76 1.06 15.16



2. 1. 1. 1. 88 GLOBE GLOBE 2500# SW SA182-F91/13CR+STL PB Y-OS&Y (20) 50 EA 34 38.0 1295.8 0.00 0.00 18.35 625.74 192.67 286.44 420.11 1,524.96 2.63 89.68

2. 1. 1. 1. 89 CHECKCHECK 2500# BW SCH160 SA217-C12A/13CR+STL PC

TILTING NON-SLAM (30)300 EA 3 628.0 2072.4 0.00 0.00 723.27 2,386.79 735.11 1,091.74 1,602.21 5,815.85 103.53 341.65

2. 1. 1. 1. 90 STEAM TRAP STEAM TRAP 15 EA 26 3.5 92.4 0.00 0.00 7.11 187.70 57.82 85.80 125.98 457.30 1.02 26.93


2. 1. 1. 1. 92 Y-TEE Y-TEE SCH160 BW SMLS A234-WP91 400 EA 1 355.0 390.5 0.00 0.00 5,207.51 5,728.26 1,764.28 2,620.15 3,845.28 13,957.97 745.44 819.98

2. 1. 1. 1.N92 SPRING A36 CONSTANT HANGER 90mm/4.0ton EA 3 305 1006.5 0.00 0.00 355.69 1,173.78 361.52 536.91 787.94 2,860.15 50.92 168.04

2. 1. 1. 1.N93 SPRING A36 VARIABLE HANGER 50mm/4.0ton EA 7 60.6 400.0 0.00 0.00 355.69 2,347.55 723.03 1,073.82 1,575.88 5,720.28 50.92 336.07

2. 1. 1. 1. 93 SUPPORT 10% OF PIPING COMPONENT 19037.6 19037.6 0.00 0.00 2.57 48,926.63 12,184.06 55,018.66 44,157.37 160,286.72 0.45 8,566.92

2. 1. 1. 1. 94 RADIOGRAPH 3.1/3" x 6" SH'T 3852 0.00 0.00 2.35 9,052.20 423.72 29,698.92 14,895.96 54,070.80 0.51 1,964.52

2. 1. 1. 1. 95 RADIOGRAPH 3.1/3" x 12" SH'T 2034 0.00 0.00 2.35 4,779.90 223.74 15,682.14 7,865.62 28,551.40 0.51 1,037.34

2. 1. 1. 2. 2) CR STEAM SYSTEM 146.50 0.00 373,768.11 19,174.91 468,304.87 327,483.50 1,188,731.39 55,951.09



2. 1. 1. 2. 3 PIPE PIPE SCH80 PE SMLS A335-P11 50 M 471 7.5 3531.0 0.00 0.00 2.54 1,195.83 37.66 1,421.82 1,009.66 3,664.97 0.37 174.20

2. 1. 1. 2. 4 PIPE PIPE SCH30 BE SMLS A335-P11 500 M 13 155.1 2047.3 0.00 0.00 199.03 2,627.20 80.92 3,117.05 2,214.98 8,040.15 28.63 377.92


2. 1. 1. 2. 6 PIPE PIPE SCH40 BE SMLS A335-P11 100 M 145 16.0 2323.2 0.00 0.00 7.19 1,043.99 31.94 1,238.56 880.07 3,194.56 1.03 149.56


2. 1. 1. 2. 8 PIPE PIPE SCH40 BE SMLS A335-P11 200 M 253 42.6 10777.8 0.00 0.00 25.83 6,534.99 202.40 7,754.45 5,510.42 20,002.26 3.72 941.16

2. 1. 1. 2. 9 PIPE PIPE STD BE SMLS A335-P11 300 M 7 74.0 488.4 0.00 0.00 59.68 393.89 12.14 467.35 332.10 1,205.48 8.59 56.69

2. 1. 1. 2. 10 PIPE PIPE STD BE SMLS A335-P11 400 M 402 93.5 37540.3 0.00 0.00 99.51 39,953.27 1,232.61 47,405.11 33,686.10 122,277.09 14.32 5,749.48

2. 1. 1. 2. 11 90 5D BEND PIPE SCH80 PE SMLS A335-P11 50 EA 135 1.6 219.2 0.00 0.00 13.11 1,773.78 54.12 2,103.92 1,495.05 5,426.87 1.89 255.72

2. 1. 1. 2. 12 90 5D BEND PIPE STD BE SMLS A335-P11 500 EA 7 194.3 1282.4 0.00 0.00 1,194.00 7,880.40 242.88 9,350.02 6,644.10 24,117.40 171.77 1,133.68


2. 1. 1. 2. 14 90 5D BEND PIPE SCH40 BE SMLS A335-P11 100 EA 7 3.8 25.3 0.00 0.00 42.98 283.67 8.71 336.53 239.14 868.05 6.18 40.79

2. 1. 1. 2. 15 90 5D BEND PIPE SCH40 BE SMLS A335-P11 150 EA 11 9.9 109.3 0.00 0.00 89.55 985.05 30.36 1,168.86 830.55 3,014.82 12.88 141.68

2. 1. 1. 2. 16 90 5D BEND PIPE SCH40 BE SMLS A335-P11 200 EA 21 20.1 420.1 0.00 0.00 155.22 3,244.10 99.90 3,849.15 2,735.14 9,928.29 22.33 466.70

2. 1. 1. 2. 17 90 5D BEND PIPE STD BE SMLS A335-P11 400 EA 32 89.0 2839.1 0.00 0.00 597.00 19,044.30 586.96 22,596.05 16,056.64 58,283.95 85.88 2,739.57

2. 1. 1. 2. 18 45 5D BEND PIPE STD BE SMLS A335-P11 500 EA 4 97.2 427.5 0.00 0.00 1,194.00 5,253.60 161.92 6,233.35 4,429.40 16,078.27 171.77 755.79

2. 1. 1. 2. 19 45 5D BEND PIPE SCH30 BE SMLS A335-P11 650 EA 2 386.0 849.2 0.00 0.00 2,832.77 6,232.09 192.08 7,394.35 5,254.40 19,072.92 407.52 896.54

2. 1. 1. 2. 20 45 5D BEND PIPE STD BE SMLS A335-P11 400 EA 2 44.5 97.9 0.00 0.00 597.00 1,313.40 40.48 1,558.35 1,107.36 4,019.59 85.88 188.94

2. 1. 1. 2. 21 TEE TEE 3000# SW A182-F11-CL2 50 EA 24 2.0 48.4 0.00 0.00 26.29 636.22 19.60 754.80 536.38 1,947.00 3.78 91.48

2. 1. 1. 2. 22 TEE TEE SCH30 BW SMLS A234-WP11 650 x 400 EA 2 340.0 748.0 0.00 0.00 5,665.54 12,464.19 384.16 14,788.73 10,508.81 38,145.89 815.05 1,793.11

2. 1. 1. 2. 23 TEE TEE STD BW SMLS A234-WP11 400 EA 6 60.5 332.8 0.00 0.00 1,194.00 6,567.00 202.40 7,791.69 5,536.75 20,097.84 171.77 944.74

2. 1. 1. 2. 24 TEE TEE STD BW SMLS A234-WP11 400 x 200 EA 12 60.5 732.1 0.00 0.00 1,194.00 14,447.40 445.28 17,141.71 12,180.85 44,215.24 171.77 2,078.42

2. 1. 1. 2. 25 REDUCER REDUCER ECC SCH30 BW SMLS A234-WP11 650 x 400 EA 1 123.0 135.3 0.00 0.00 1,276.07 1,403.68 43.26 1,665.44 1,183.46 4,295.84 183.58 201.94



2. 1. 1. 2. 28 CAP CAP 3000# NPT A182-F11-CL2 25 EA 19 0.2 4.3 0.00 0.00 7.49 140.06 4.30 166.24 118.10 428.70 1.08 20.20

2. 1. 1. 2. 29 CAP CAP SCH40 BW A234-WP11 200 EA 15 5.1 78.7 0.00 0.00 155.22 2,390.39 73.61 2,836.22 2,015.37 7,315.59 22.33 343.88

2. 1. 1. 2. 30 CAP CAP STD BW A234-WP11 300 EA 3 13.1 43.2 0.00 0.00 394.01 1,300.23 40.06 1,542.68 1,096.23 3,979.20 56.68 187.04

2. 1. 1. 2. 31 FULL COUPLING FULL COUPLING 3000# SW A182-F11-CL2 50 EA 131 0.8 103.4 0.00 0.00 26.29 3,441.36 106.03 4,082.77 2,901.31 10,531.47 3.78 494.80

Página 14



WEIGHT TOTAL COST


(KG) (TON)


MATERIAL

COST ($) ( C )

CONSTRUCTION


INDIRECT COST ($)


MANHOURS

TOTALUNIT

Código


2. 1. 1. 2. 32 WELDOLET WELDOLET SCH40 BW A182-F11-CL2 100 x 650 EA 1 2.9 3.2 0.00 0.00 42.98 47.28 1.45 56.09 39.86 144.68 6.18 6.80

2. 1. 1. 2. 33 WELDOLET WELDOLET SCH40 BW A182-F11-CL2 150 x 650 EA 1 10.5 11.6 0.00 0.00 89.55 98.51 3.04 116.89 83.06 301.50 12.88 14.17

2. 1. 1. 2. 34 WELDOLET WELDOLET STD BW A182-F11-CL2 300 x 650 EA 3 27.7 91.4 0.00 0.00 358.22 1,182.13 36.43 1,402.57 996.67 3,617.80 51.53 170.05

2. 1. 1. 2. 35 SOCKOLET SOCKOLET 3000# SW A182-F11-CL2 200 x 20 EA 1 0.2 0.2 0.00 0.00 3.67 4.04 0.12 4.80 3.41 12.37 0.53 0.58

2. 1. 1. 2. 36 SOCKOLET SOCKOLET 3000# SW A182-F11-CL2 200 x 25 EA 67 0.3 20.1 0.00 0.00 5.84 391.86 12.08 465.00 330.41 1,199.35 0.84 56.36

2. 1. 1. 2. 37 SOCKOLET SOCKOLET 3000# SW A182-F11-CL2 200 x 50 EA 25 0.7 17.7 0.00 0.00 13.11 331.68 10.12 393.42 279.56 1,014.78 1.89 47.82






2. 1. 1. 2. 43 FLANGE FLANGE SW SCH80 RF 300# A182-F11-CL2 15 EA 17 0.6 10.2 0.00 0.00 6.59 108.74 3.30 129.03 91.67 332.74 0.95 15.68

2. 1. 1. 2. 44 FLANGE FLANGE SW SCH80 RF 300# A182-F11-CL2 20 EA 8 1.2 9.2 0.00 0.00 6.59 50.74 1.54 60.21 42.77 155.26 0.95 7.32

2. 1. 1. 2. 45 FLANGE FLANGE WN SCH30 RF 300# A182-F11-CL2 B16.47-A 650 EA 4 304.0 1337.6 0.00 0.00 2,832.77 12,464.19 384.16 14,788.71 10,508.80 38,145.86 407.52 1,793.09

2. 1. 1. 2. 46 FLANGE FLANGE WN STD RF 300# A182-F11-CL2 400 EA 11 112.9 1242.3 0.00 0.00 597.00 6,567.00 202.40 7,791.74 5,536.77 20,097.91 85.88 944.68

2. 1. 1. 2. 47 FLANGE FLANGE WN SCH40 RF 150# A182-F22-CL3 200 EA 3 17.7 58.3 0.00 0.00 176.78 583.37 17.99 692.18 491.86 1,785.40 25.43 83.92

2. 1. 1. 2. 48 BOLT/NUT BOLT/NUT (STUD/H.HEX) A193-B16/A194-3 1.1/4 x 190 SET 264 0.6 158.4 0.00 0.00 4.34 1,145.76 21.12 108.24 484.86 1,759.98 0.86 227.04





2. 1. 1. 2. 53 BOLT/NUT BOLT/NUT (STUD/H.HEX) A193-B16/A194-3 B16.47-A 1.5/8 x 265 SET 70 0.7 49.3 0.00 0.00 4.84 340.74 6.34 32.38 144.29 523.75 0.96 67.58

2. 1. 1. 2. 54 GASKET GASKET RF 4.5MM 150# SW(316+GRAP)IO:316 150 EA 3 0.1 0.3 0.00 0.00 0.76 2.51 0.03 0.23 1.05 3.82 0.15 0.50





2. 1. 1. 2. 59 GASKET GASKET RF 4.5MM 300# SW(316+GRAP)IO:316 B16.47-A 650 EA 4 0.2 0.9 0.00 0.00 0.76 3.34 0.04 0.31 1.40 5.09 0.15 0.66

2. 1. 1. 2. 60 GLOBE GLOBE 600# SW A182-F11-CL2/13CR+STL BB OS&Y (170) 20 EA 11 3.9 42.9 0.00 0.00 6.59 72.49 2.20 86.02 61.11 221.82 0.95 10.45

2. 1. 1. 2. 61 GLOBE GLOBE 600# SW A182-F11-CL2/13CR+STL BB OS&Y (170) 25 EA 92 6.4 591.4 0.00 0.00 6.59 608.92 18.48 722.57 513.32 1,863.29 0.95 87.78

2. 1. 1. 2. 62 GLOBE GLOBE 600# SW A182-F11-CL2/13CR+STL BB OS&Y (170) 50 EA 48 20.5 992.2 0.00 0.00 15.20 735.68 22.75 873.14 620.39 2,251.96 2.19 106.00

2. 1. 1. 2. 63 GLOBE GLOBE 300# BW SCH40 A217-WC6/13CR+STL BB OS&Y (206) 100 EA 1 83.0 91.3 0.00 0.00 44.03 48.43 1.50 57.46 40.83 148.22 6.33 6.96

2. 1. 1. 2. 64 CHECKCHECK 300# BW SCH40 A217-WC6/13CR+STL BC SWING

(211)100 EA 1 62.0 68.2 0.00 0.00 42.31 46.54 1.43 55.22 39.24 142.43 6.09 6.70

2. 1. 1. 2. 65 CHECKCHECK 300# BW SCH30 A217-WC6/13CR+STL BC SWING

(211)650 EA 1 1650.0 1815.0 0.00 0.00 2,786.80 3,065.48 94.48 3,637.18 2,584.56 9,381.70 400.91 441.00



2. 1. 1. 2. 68 Y-TEE Y-TEE SCH30 BW SMLS A234-WP11 650 EA 1 599.0 658.9 0.00 0.00 5,665.54 6,232.09 192.08 7,394.37 5,254.40 19,072.94 815.05 896.56



2. 1. 1. 2. 70 RADIOGRAPH 3.1/3" x 6" SH'T 3276 0.00 0.00 2.35 7,698.60 360.36 25,257.96 12,668.53 45,985.45 0.51 1,670.76

2. 1. 1. 2. 71 RADIOGRAPH 3.1/3" x 12" SH'T 2599 0.00 0.00 2.35 6,107.65 285.89 20,038.29 10,050.52 36,482.35 0.51 1,325.49

2. 1. 1. 3. 3) HR STEAM SYSTEM 283.37 0.00 1,455,676.89 441,659.33 738,563.15 1,002,282.26 3,638,181.63 211,265.54




2. 1. 1. 3. 4 PIPE PIPE SCH80 PE SMLS A335-P91 50 M 532 7.5 3993.0 0.00 0.00 2.56 1,362.94 420.60 622.91 915.04 3,321.49 0.37 196.99

Página 15



WEIGHT TOTAL COST


(KG) (TON)


MATERIAL

COST ($) ( C )

CONSTRUCTION


INDIRECT COST ($)


MANHOURS

TOTALUNIT

Código


2. 1. 1. 3. 5 PIPE PIPE 19.05MM BE SMLS A335-P91 800 M 59 28.2 1675.1 0.00 0.00 889.02 52,807.79 16,264.31 24,155.01 35,448.96 128,676.07 127.26 7,559.24



2. 1. 1. 3. 8 PIPE PIPE SCH40 BE SMLS A335-P91 250 M 13 139.2 1837.4 0.00 0.00 42.68 563.38 173.58 257.66 378.20 1,372.82 6.11 80.65

2. 1. 1. 3. 9 PIPE PIPE XS BE SMLS A335-P91 450 M 21 186.9 3906.2 0.00 0.00 641.89 13,415.50 4,131.93 6,136.45 9,005.63 32,689.51 91.88 1,920.29

2. 1. 1. 3.N 9 PIPE PIPE XS BE SMLS A335-P91 550 M 618 261.0 161350.2 0.00 0.00 1,067.08 659,668.86 203,177.61 301,737.24 442,824.80 1,607,408.51 152.75 94,430.05

2. 1. 1. 3. 10 PIPE PIPE XS BE SMLS A335-P91 600 M 13 450.0 5940.0 0.00 0.00 1,808.13 23,867.32 7,351.08 10,917.19 16,021.76 58,157.35 258.83 3,416.56

2. 1. 1. 3. 11 90 5D BEND PIPE SCH80 PE SMLS A335-P91 25 EA 19 3.5 65.5 0.00 0.00 7.40 138.38 42.64 63.21 92.87 337.10 1.06 19.82

2. 1. 1. 3. 12 90 5D BEND PIPE SCH80 PE SMLS A335-P91 50 EA 145 150.0 21780.0 0.00 0.00 18.35 2,664.42 820.38 1,219.68 1,788.85 6,493.33 2.63 381.88

2. 1. 1. 3. 13 90 5D BEND PIPE XS BE SMLS A335-P91 450 EA 7 268.0 1768.8 0.00 0.00 3,851.39 25,419.17 7,828.99 11,626.96 17,063.45 61,938.57 551.32 3,638.71

2. 1. 1. 3.N13 90 5D BEND PIPE XS BE SMLS A335-P91 550 EA 57 472.0 26998.4 0.00 0.00 6,046.81 345,877.53 106,528.71 158,207.19 232,181.48 842,794.91 865.58 49,511.18

2. 1. 1. 3. 14 90 5D BEND PIPE XS BE SMLS A335-P91 600 EA 4 712.3 3134.3 0.00 0.00 10,849.05 47,735.82 14,702.38 21,834.69 32,044.18 116,317.07 1,553.01 6,833.24

2. 1. 1. 3. 15 90 5D BEND PIPE 19.05MM BE SMLS A335-P91 800 EA 10 780.0 7722.0 0.00 0.00 5,334.14 52,807.99 16,264.61 24,154.71 35,449.03 128,676.34 763.57 7,559.34

2. 1. 1. 3. 16 45 5D BEND PIPE XS BE SMLS A335-P91 450 EA 2 134.0 294.8 0.00 0.00 976.39 2,148.06 661.58 982.52 1,441.94 5,234.10 139.77 307.49

2. 1. 1. 3.N16 45 5D BEND PIPE XS BE SMLS A335-P91 550 EA 8 231.0 1778.7 0.00 0.00 976.39 7,518.20 2,315.54 3,438.82 5,046.80 18,319.36 139.77 1,076.23

2. 1. 1. 3. 17 TEE TEE 6000# SW A182-F91 50 EA 24 3.6 87.1 0.00 0.00 30.73 743.67 229.17 340.01 499.20 1,812.05 4.40 106.48

2. 1. 1. 3. 18 TEE TEE XS BW SMLS A234-WP91 450 EA 3 107.0 353.1 0.00 0.00 7,702.78 25,419.17 7,828.99 11,626.89 17,063.42 61,938.47 1,102.63 3,638.68

2. 1. 1. 3. 19 TEE TEE XS BW SMLS A234-WP91 450 x 250 EA 7 107.0 706.2 0.00 0.00 7,702.78 50,838.35 15,657.97 23,253.78 34,126.85 123,876.95 1,102.63 7,277.36

2. 1. 1. 3. 20 TEE TEE 19.05MM BW SMLS A234-WP91 800 x 450 EA 2 481.9 1060.1 0.00 0.00 12,633.06 27,792.73 8,560.02 12,712.61 18,656.76 67,722.12 1,808.39 3,978.46

2. 1. 1. 3. 21 REDUCER REDUCER ECC 19.05MM BW SMLS A234-WP91 800 x 450 EA 1 212.2 233.5 0.00 0.00 4,934.76 5,428.24 1,671.87 2,482.92 3,643.88 13,226.91 706.40 777.04



2. 1. 1. 3. 24 CAP CAP 6000# NPT A182-F91 25 EA 18 0.6 10.4 0.00 0.00 7.11 125.14 38.54 57.20 83.99 304.87 1.02 17.95



2. 1. 1. 3. 27 CAP CAP SCH40 BW A234-WP91 250 EA 11 8.9 98.1 0.00 0.00 256.17 2,817.87 867.90 1,288.98 1,891.61 6,866.36 36.67 403.37

2. 1. 1. 3. 28 FULL COUPLING FULL COUPLING 6000# SW A182-F91 50 EA 106 1.5 156.3 0.00 0.00 30.73 3,245.09 1,000.03 1,483.68 2,178.34 7,907.14 4.40 464.64

2. 1. 1. 3. 29 WELDOLET WELDOLET 19.05MM BW A182-F91 250 x 800 EA 2 98.0 215.6 0.00 0.00 467.10 1,027.62 316.49 470.03 689.81 2,503.95 66.86 147.09














2. 1. 1. 3. 43 FLANGE FLANGE SW SCH80 RF 600# A182-F91 15 EA 29 0.9 26.0 0.00 0.00 6.62 189.33 58.34 86.37 127.02 461.06 0.95 27.17






Página 16



WEIGHT TOTAL COST


(KG) (TON)


MATERIAL

COST ($) ( C )

CONSTRUCTION


INDIRECT COST ($)


MANHOURS

TOTALUNIT

Código




2. 1. 1. 3. 51 GATE GATE 600# SW A182-F91/13CR+STL BB OS&Y (157) 50 EA 2 16.5 36.3 0.00 0.00 18.35 40.37 12.43 18.48 27.10 98.38 2.63 5.79

2. 1. 1. 3. 52 GATEGATE 600# BW XS A217-C12A/13CR+STL BB OS&Y GEAR

(152)550 EA 3 1996.0 6586.8 0.00 0.00 1,757.70 5,800.41 1,786.49 2,653.17 3,893.71 14,133.78 251.61 830.31

2. 1. 1. 3. 53 GLOBE GLOBE 600# SW A182-F91/13CR+STL BB OS&Y (168) 15 EA 15 2.8 43.1 0.00 0.00 6.62 101.95 31.42 46.51 68.40 248.28 0.95 14.63



2. 1. 1. 3. 56 GLOBE GLOBE 600# SW A182-F91/13CR+STL BB OS&Y (168) 50 EA 77 20.5 1578.5 0.00 0.00 15.36 1,182.72 364.21 541.31 794.04 2,882.28 2.20 169.40



2. 1. 1. 3. 59 Y-TEE Y-TEE 19.05MM BW SMLS A234-WP91 800 EA 1 867.0 953.7 0.00 0.00 10,668.20 11,735.02 3,614.33 5,367.69 7,877.51 28,594.55 1,527.12 1,679.83

2. 1. 1. 3.N59 SPRING A36 CONSTANT HANGER 90mm/4.0ton EA 3 305 915.0 0.00 0.00 355.69 1,173.78 361.52 536.91 787.94 2,860.15 50.92 168.04

2. 1. 1. 3.N60 SPRING A36 VARIABLE HANGER 35mm/2.5ton EA 6 46.6 233.0 0.00 0.00 355.69 1,956.30 602.53 894.85 1,313.24 4,766.92 50.92 280.06


2. 1. 1. 3. 61 RADIOGRAPH 3.1/3" x 6" SH'T 2710 0.00 0.00 2.35 6,368.50 298.10 20,894.10 10,479.76 38,040.46 0.51 1,382.10

2. 1. 1. 3. 62 RADIOGRAPH 3.1/3" x 12" SH'T 1645 0.00 0.00 2.35 3,865.75 180.95 12,682.95 6,361.33 23,090.98 0.51 838.95

2. 1. 1. 4. 4) LP STEAM SYSTEM 89.11 0.00 295,305.22 109,234.20 164,173.56 216,249.15 784,962.13 48,090.96

2. 1. 1. 4. 1 PIPE PIPE SCH80 PE SMLS A106-B 20 M 12 2.2 26.4 0.00 0.00 1.79 21.48 8.40 9.00 14.78 53.66 0.29 3.48



2. 1. 1. 4. 4 PIPE PIPE SCH80 PE SMLS A106-B 50 M 211 7.5 1584.0 0.00 0.00 4.08 861.70 337.92 361.15 593.47 2,154.24 0.65 137.28

2. 1. 1. 4. 5 PIPE PIPE SCH40 BE SMLS A106-B 150 M 12 28.2 338.4 0.00 0.00 23.95 287.40 112.80 120.96 198.17 719.33 3.83 45.96

2. 1. 1. 4. 6 PIPE PIPE STD BE SMLS A106-B 450 M 125 93.5 11724.9 0.00 0.00 175.57 22,016.48 8,636.30 9,268.31 15,179.72 55,100.81 28.07 3,519.98

2. 1. 1. 4. 7 PIPE PIPE STD BE WELD A672-B70-CL22 700 M 172 165.3 28365.5 0.00 0.00 371.17 63,692.77 24,986.68 26,814.22 43,915.66 159,409.33 59.35 10,184.46

2. 1. 1. 4. 8 PIPE PIPE SCH80 PE SMLS SA106-B 15 M 12 1.6 19.2 0.00 0.00 1.79 21.48 8.40 9.00 14.78 53.66 0.29 3.48


2. 1. 1. 4. 10 PIPE PIPE SCH80 PE SMLS SA106-B 25 M 350 3.2 1119.4 0.00 0.00 1.79 626.14 244.86 262.35 430.95 1,564.30 0.29 101.44


2. 1. 1. 4. 12 PIPE PIPE SCH40 BE SMLS SA106-B 150 M 12 28.2 338.4 0.00 0.00 23.95 287.40 112.80 120.96 198.17 719.33 3.83 45.96

2. 1. 1. 4. 13 PIPE PIPE STD BE SMLS SA106-B 450 M 277 93.5 25918.2 0.00 0.00 175.57 48,668.00 19,090.76 20,487.85 33,555.16 121,801.77 28.07 7,781.00

2. 1. 1. 4. 14 90 ELBOW 90 ELBOW 3000# SW A105 50 EA 46 1.6 74.8 0.00 0.00 14.09 650.96 255.49 273.97 448.85 1,629.27 2.25 103.95

2. 1. 1. 4. 15 90 ELBOW 90 ELBOW STD BW A234-WPB 450 EA 12 89.0 1076.9 0.00 0.00 798.80 9,665.48 3,791.66 4,069.11 6,664.23 24,190.48 127.73 1,545.53

2. 1. 1. 4. 16 90 ELBOW 90 ELBOW STD BW A234-WPB 700 EA 18 276.0 4857.6 0.00 0.00 1,923.39 33,851.66 13,279.73 14,251.25 23,340.32 84,722.96 307.56 5,413.06

2. 1. 1. 4. 17 90 ELBOW 90 ELBOW STD BW SA234-WPB 450 EA 23 89.0 2055.9 0.00 0.00 798.80 18,452.28 7,238.62 7,768.30 12,722.63 46,181.83 127.73 2,950.56

2. 1. 1. 4. 18 90 ELBOW 90 ELBOW 3000# SW SA105 25 EA 139 0.5 62.4 0.00 0.00 6.19 857.93 336.80 361.75 591.84 2,148.32 0.99 137.21

2. 1. 1. 4. 19 45 ELBOW 45 ELBOW STD BW A234-WPB 450 EA 2 44.5 97.9 0.00 0.00 798.80 1,757.36 689.39 739.84 1,211.68 4,398.27 127.73 281.01

2. 1. 1. 4. 20 45 ELBOW 45 ELBOW STD BW A234-WPB 700 EA 2 138.0 303.6 0.00 0.00 1,923.39 4,231.46 1,659.97 1,781.41 2,917.54 10,590.38 307.56 676.63

2. 1. 1. 4. 21 TEE TEE 3000# SW A105 50 EA 6 2.0 11.0 0.00 0.00 28.10 154.55 60.67 65.07 106.58 386.87 4.49 24.70

2. 1. 1. 4. 22 TEE TEE STD BW WELD A234-WPB 700 x 450 EA 2 192.0 422.4 0.00 0.00 3,846.85 8,463.07 3,320.00 3,562.90 5,835.20 21,181.17 615.13 1,353.29

2. 1. 1. 4. 23 TEE TEE 3000# SW SA105 25 EA 28 0.7 18.2 0.00 0.00 12.46 342.65 134.48 144.38 236.32 857.83 1.99 54.73

2. 1. 1. 4. 24 REDUCER REDUCER ECC STD BW WELD A234-WPB 700 x 450 EA 1 96.6 106.3 0.00 0.00 1,690.14 1,859.15 729.33 782.69 1,281.86 4,653.03 270.26 297.29

2. 1. 1. 4. 25 SWAGE SWAGE ECC SCH80 PBE SMLS A234-WPB 50 x 15 EA 6 0.8 4.3 0.00 0.00 16.29 89.60 35.15 37.73 61.78 224.26 2.61 14.36

2. 1. 1. 4. 26 SWAGE SWAGE ECC SCH80 PBE SMLS SA234-WPB 25 x 15 EA 28 0.3 7.4 0.00 0.00 7.01 192.78 75.63 81.13 132.91 482.45 1.12 30.80

2. 1. 1. 4. 27 CAP CAP 3000# NPT A105 25 EA 3 0.2 0.8 0.00 0.00 8.15 26.90 10.56 11.32 18.55 67.33 1.30 4.29

2. 1. 1. 4. 28 CAP CAP SCH40 BW A234-WPB 150 EA 7 2.8 18.7 0.00 0.00 95.89 632.87 248.29 266.44 436.37 1,583.97 15.33 101.18

2. 1. 1. 4. 29 CAP CAP SCH40 BW SA234-WPB 150 EA 7 2.8 18.7 0.00 0.00 95.89 632.87 248.29 266.44 436.37 1,583.97 15.33 101.18

Página 17



WEIGHT TOTAL COST


(KG) (TON)


MATERIAL

COST ($) ( C )

CONSTRUCTION


INDIRECT COST ($)


MANHOURS

TOTALUNIT

Código


2. 1. 1. 4. 30 CAP CAP 3000# NPT SA105 25 EA 14 0.2 3.3 0.00 0.00 8.15 116.55 45.76 49.05 80.37 291.73 1.30 18.59

2. 1. 1. 4. 31 FULL COUPLING FULL COUPLING 3000# SW A105 50 EA 20 0.8 15.6 0.00 0.00 28.10 556.38 218.39 234.23 383.67 1,392.67 4.49 88.90

2. 1. 1. 4. 32 FULL COUPLING FULL COUPLING 3000# SW SA105 25 EA 28 0.3 7.4 0.00 0.00 12.46 342.65 134.48 144.38 236.32 857.83 1.99 54.73

2. 1. 1. 4. 33 WELDOLET WELDOLET SCH40 BW A105 150 x 450 EA 1 10.5 11.6 0.00 0.00 105.50 116.05 45.53 48.86 80.02 290.46 16.87 18.56

2. 1. 1. 4. 35 WELDOLET WELDOLET SCH40 BW SA105 150 x 450 EA 7 10.5 69.3 0.00 0.00 95.89 632.87 248.29 266.44 436.37 1,583.97 15.33 101.18






2. 1. 1. 4. 41 SOCKOLET SOCKOLET 3000# SW SA105 150 x 25 EA 40 0.3 11.9 0.00 0.00 6.19 245.12 96.23 103.36 169.10 613.81 0.99 39.20




2. 1. 1. 4. 45 FLANGE SW SCH80 RF 150# A105 15 EA 6 0.5 2.6 0.00 0.00 6.19 34.05 13.37 14.36 23.49 85.27 0.99 5.45

2. 1. 1. 4. 46 FLANGE FLANGE SW SCH80 RF 150# A105 40 EA 1 1.5 1.6 0.00 0.00 16.29 17.92 7.03 7.55 12.36 44.86 2.61 2.87

2. 1. 1. 4. 47 FLANGE FLANGE WN STD RF 150# A105 B16.47-A 700 EA 7 143.0 943.8 0.00 0.00 1,923.39 12,694.37 4,979.90 5,344.22 8,752.62 31,771.11 307.56 2,029.90

2. 1. 1. 4. 48 FLANGE FLANGE SW SCH80 RF 150# SA105 15 EA 25 0.5 11.9 0.00 0.00 7.01 177.35 69.58 74.64 122.27 443.84 1.12 28.34

2. 1. 1. 4. 49 FLANGE FLANGE SW SCH80 RF 150# SA105 40 EA 22 1.5 31.9 0.00 0.00 16.29 358.38 140.58 150.92 247.11 896.99 2.61 57.42

2. 1. 1. 4. 50 BOLT/NUT BOLT/NUT (STUD/H.HEX) A193-B7/A194-2H 1/2 x 60 SET 26 0.2 5.3 0.00 0.00 0.76 20.06 0.26 1.85 8.43 30.60 0.15 3.96

2. 1. 1. 4. 51 BOLT/NUT BOLT/NUT (STUD/H.HEX) A193-B7/A194-2H B16.47-A 1.1/4 x 220 SET 220 0.2 44.0 0.00 0.00 4.34 954.80 17.60 90.20 404.05 1,466.65 0.86 189.20

2. 1. 1. 4. 52 BOLT/NUT BOLT/NUT (STUD/H.HEX) SA193-B7/SA194-2H 1/2 x 60 SET 119 0.1 11.9 0.00 0.00 0.76 90.29 1.19 8.32 37.95 137.75 0.15 17.82

2. 1. 1. 4. 53 GASKET GASKET RF 4.5MM 150# SW(304+GRAP)IO:CS 15 EA 48 0.1 4.8 0.00 0.00 0.76 36.78 0.48 3.39 15.46 56.11 0.15 7.26

2. 1. 1. 4. 54 GASKET GASKET RF 4.5MM 150# SW(304+GRAP)IO:CS B16.47-A 700 EA 13 0.4 5.3 0.00 0.00 0.76 10.03 0.13 0.92 4.21 15.29 0.15 1.98

2. 1. 1. 4. 55 GATEGATE 150# BW STD SA216-WCB/13CR+STL BB OS&Y GEAR

(391)450 EA 6 510.0 2805.0 0.00 0.00 3,450.67 18,978.69 7,445.19 7,989.91 13,085.60 47,499.39 551.78 3,034.79

2. 1. 1. 4. 56 GLOBE GLOBE 600# SW A105/13CR+STL BB OS&Y (167) 20 EA 8 3.9 30.0 0.00 0.00 7.01 53.98 21.18 22.72 37.22 135.10 1.12 8.62



2. 1. 1. 4. 59 GLOBE GLOBE 600# SW SA105/13CR+STL BB OS&Y (171) 15 EA 14 2.8 40.0 0.00 0.00 7.01 100.24 39.33 42.19 69.11 250.87 1.12 16.02

2. 1. 1. 4. 60 GLOBE GLOBE 600# SW SA105/13CR+STL BB OS&Y (171) 20 EA 22 3.9 85.8 0.00 0.00 7.01 154.22 60.50 64.90 106.32 385.94 1.12 24.64

2. 1. 1. 4. 61 GLOBE GLOBE 600# SW SA105/13CR+STL BB OS&Y (171) 25 EA 95 6.4 605.4 0.00 0.00 7.01 663.15 260.15 279.07 457.19 1,659.56 1.12 105.95

2. 1. 1. 4. 62 CHECKCHECK 150# BW STD SA216-WCB/13CR+STL BC SWING

(393)450 EA 6 426.0 2343.0 0.00 0.00 1,022.43 5,623.37 2,206.00 2,367.42 3,877.26 14,074.05 163.49 899.20


2. 1. 1. 4. 64 STRAINER STRAINER 700 EA 1 2340.0 2574.0 0.00 0.00 228.11 250.92 98.44 105.63 173.01 628.00 36.48 40.13

2. 1. 1. 4.N64 SPRING A36 VARIABLE HANGER 35mm/2.5ton EA 6 46.6 256.3 0.00 0.00 407.34 2,240.37 878.90 943.20 1,544.73 5,607.20 65.14 358.27


2. 1. 1. 4. 66 RADIOGRAPH 3.1/3" x 6" SH'T 2182 0.0 0.00 0.00 2.35 5,127.70 240.02 16,823.22 8,437.95 30,628.89 0.51 1,112.82

2. 1. 1. 4. 67 RADIOGRAPH 3.1/3" x 12" SH'T 1404 0.0 0.00 0.00 2.35 3,299.40 154.44 10,824.84 5,429.37 19,708.05 0.51 716.04

2. 1. 1. 5. 5) AUX. STEAM SYSTEM 0.00 101,745.02 35,233.93 71,861.94 79,410.27 288,251.16 16,906.32





2. 1. 1. 5. 5 PIPE PIPE SCH40 BE SMLS A106-B 80 M 271 11.3 3057.8 0.00 0.00 7.33 1,983.50 779.33 836.15 1,368.49 4,967.47 1.17 316.60

2. 1. 1. 5. 6 PIPE PIPE SCH40 BE SMLS A106-B 100 M 396 16.0 6336.0 0.00 0.00 11.49 4,550.04 1,785.96 1,916.64 3,138.01 11,390.65 1.84 728.64

2. 1. 1. 5. 7 PIPE PIPE SCH40 BE SMLS A106-B 150 M 528 28.2 14889.6 0.00 0.00 23.95 12,645.60 4,963.20 5,322.24 8,719.37 31,650.41 3.83 2,022.24

Página 18



WEIGHT TOTAL COST


(KG) (TON)


MATERIAL

COST ($) ( C )

CONSTRUCTION


INDIRECT COST ($)


MANHOURS

TOTALUNIT

Código




2. 1. 1. 5. 10 PIPE PIPE STD BE SMLS A106-B 600 M 13 141.3 1865.2 0.00 0.00 344.70 4,550.04 1,784.90 1,915.45 3,137.15 11,387.54 55.12 727.58



2. 1. 1. 5. 13 PIPE PIPE SCH160 BE SMLS A335-P91 150 M 13 67.5 891.0 0.00 0.00 32.75 432.30 169.62 182.03 298.09 1,082.04 5.24 69.17

2. 1. 1. 5. 14 PIPE PIPE SCH40 BE SMLS A106-B/STWW400 PE 4.0MM COATED 100x300 M 44 110.0 4840.0 0.00 0.00 25.17 1,107.48 434.72 466.40 763.76 2,772.36 4.03 177.32

2. 1. 1. 5. 15 90 ELBOW 90 ELBOW 3000# SW A105 25 EA 32 0.5 14.4 0.00 0.00 6.19 197.46 77.52 83.26 136.22 494.46 0.99 31.58


2. 1. 1. 5. 17 90 ELBOW 90 ELBOW SCH40 BW A234-WPB 80 EA 47 2.0 96.5 0.00 0.00 29.25 1,383.53 542.53 582.26 953.77 3,462.09 4.68 221.36

2. 1. 1. 5. 18 90 ELBOW 90 ELBOW SCH40 BW A234-WPB 100 EA 45 3.8 173.2 0.00 0.00 46.03 2,075.95 814.51 874.04 1,431.42 5,195.92 7.36 331.94

2. 1. 1. 5. 19 90 ELBOW 90 ELBOW SCH40 BW A234-WPB 150 EA 91 9.9 907.5 0.00 0.00 95.89 8,754.76 3,434.71 3,685.78 6,036.45 21,911.70 15.33 1,399.63

2. 1. 1. 5. 20 90 ELBOW 90 ELBOW SCH40 BW A234-WPB 200 EA 31 20.1 619.1 0.00 0.00 166.12 5,116.50 2,007.24 2,153.84 3,527.73 12,805.31 26.56 818.05

2. 1. 1. 5. 21 90 ELBOW 90 ELBOW STD BW A234-WPB 600 EA 2 202.0 444.4 0.00 0.00 1,380.23 3,036.51 1,191.21 1,278.35 2,093.64 7,599.71 220.71 485.56

2. 1. 1. 5. 22 90 BEND90 BEND SCH40 BW A234-WPB/STWW400 PE 4.0MM

COATED100x300 EA 4 12.0 52.8 0.00 0.00 166.12 730.93 286.75 307.69 503.96 1,829.33 26.56 116.86

2. 1. 1. 5. 23 TEE TEE 3000# SW A105 25 EA 4 0.7 2.9 0.00 0.00 12.46 54.82 21.52 23.10 37.81 137.25 1.99 8.76

2. 1. 1. 5. 24 TEE TEE 3000# SW A105 50 x 25 EA 2 2.0 4.4 0.00 0.00 28.10 61.82 24.27 26.03 42.63 154.75 4.49 9.88

2. 1. 1. 5. 25 TEE TEE SCH40 BW SMLS A234-WPB 80 EA 4 2.4 10.6 0.00 0.00 58.50 257.40 100.98 108.37 177.48 644.23 9.35 41.14



2. 1. 1. 5. 28 TEE TEE SCH40 BW SMLS A234-WPB 150 x 100 EA 7 9.6 63.2 0.00 0.00 191.70 1,265.22 496.32 532.62 872.34 3,166.50 30.65 202.29

2. 1. 1. 5. 29 TEE TEE SCH40 BW SMLS A234-WPB 200 EA 2 17.9 39.4 0.00 0.00 332.31 731.08 286.79 307.78 504.07 1,829.72 53.14 116.91

2. 1. 1. 5. 30 TEE TEE SCH40 BW SMLS A234-WPB 250 x 150 EA 7 30.4 200.6 0.00 0.00 543.15 3,584.79 1,406.26 1,509.16 2,471.66 8,971.87 86.85 573.21

2. 1. 1. 5. 31 TEE TEE SCH40 BW SMLS A234-WPB 250 x 200 EA 3 30.4 100.3 0.00 0.00 543.15 1,792.40 703.13 754.58 1,235.83 4,485.94 86.85 286.61

2. 1. 1. 5. 32 TEE TEE SCH40 BW A234-WPB/STWW400 PE 4.0MM COATED 100x300 EA 1 12.0 13.2 0.00 0.00 91.98 101.18 39.69 42.59 69.76 253.22 14.71 16.18

2. 1. 1. 5. 33 REDUCER REDUCER CON SCH40 BW SMLS A234-WPB 100 x 80 EA 2 1.5 3.2 0.00 0.00 40.25 88.55 34.74 37.27 61.05 221.61 6.44 14.17

2. 1. 1. 5. 34 SWAGE SWAGE ECC SCH40 BLE/PSE SMLS A234-WPB 80 x 50 EA 1 1.0 1.1 0.00 0.00 29.25 32.18 12.62 13.54 22.18 80.52 4.68 5.15

2. 1. 1. 5. 35 SWAGE SWAGE ECC SCH40 BLE/PSE SMLS A234-WPB 100 x 50 EA 1 1.6 1.8 0.00 0.00 46.03 50.63 19.87 21.32 34.91 126.73 7.36 8.10

2. 1. 1. 5. 36 CAP CAP 3000# NPT A105 25 EA 11 0.2 2.5 0.00 0.00 8.15 89.65 35.20 37.73 61.82 224.40 1.30 14.30





2. 1. 1. 5. 41 FULL COUPLING FULL COUPLING 3000# SW A105 25 EA 30 0.3 8.0 0.00 0.00 12.46 370.06 145.23 155.93 255.23 926.45 1.99 59.10













Página 19



WEIGHT TOTAL COST


(KG) (TON)


MATERIAL

COST ($) ( C )

CONSTRUCTION


INDIRECT COST ($)


MANHOURS

TOTALUNIT

Código














2. 1. 1. 5. 66 FLANGE FLANGE WN SCH40 RF 150# A105 80 EA 11 5.2 57.0 0.00 0.00 29.25 321.75 126.17 135.41 221.81 805.14 4.68 51.48


2. 1. 1. 5. 68 FLANGE FLANGE WN SCH40 RF 150# A105 150 EA 9 11.3 99.1 0.00 0.00 95.89 843.83 331.06 355.26 581.83 2,111.98 15.33 134.90


2. 1. 1. 5. 70 FLANGE FLANGE WN STD RF 150# A105 600 EA 2 119.7 263.3 0.00 0.00 1,380.23 3,036.51 1,191.21 1,278.35 2,093.64 7,599.71 220.71 485.56

2. 1. 1. 5. 71 FLANGE BLIND FLANGE BLIND RF 150# A105 200 EA 1 19.9 21.9 0.00 0.00 65.17 71.69 28.13 30.18 49.43 179.43 10.42 11.46

2. 1. 1. 5. 72 BOLT/NUT BOLT/NUT (STUD/H.HEX) A193-B7/A194-2H 1.1/4 x 175 SET 53 0.4 21.1 0.00 0.00 4.34 229.15 4.22 21.65 96.97 351.99 0.86 45.41















2. 1. 1. 5. 87 GATE GATE 600# SW A105/13CR+STL BB OS&Y (155) 25 EA 1 5.2 5.7 0.00 0.00 7.01 7.71 3.03 3.25 5.32 19.31 1.12 1.23

2. 1. 1. 5. 88 GATE GATE 150# BW SCH40 A216-WCB/13CR+STL BB OS&Y (401) 80 EA 11 53.0 583.0 0.00 0.00 29.25 321.75 126.17 135.41 221.81 805.14 4.68 51.48

2. 1. 1. 5. 89 GATE GATE 150# BW SCH40 A216-WCB/13CR+STL BB OS&Y (401) 150 EA 7 100.0 660.0 0.00 0.00 95.89 632.87 248.29 266.44 436.37 1,583.97 15.33 101.18

2. 1. 1. 5. 90 GATE GATE 150# BW SCH40 A216-WCB/13CR+STL BB OS&Y (401) 200 EA 3 154.0 508.2 0.00 0.00 166.12 548.20 215.06 230.77 377.97 1,372.00 26.56 87.65





2. 1. 1. 5. 95 GLOBEGLOBE 150# BW SCH40 A216-WCB/13CR+STL BB OS&Y

(409)200 EA 1 164.0 180.4 0.00 0.00 166.12 182.73 71.69 76.92 125.99 457.33 26.56 29.22

2. 1. 1. 5. 96 CHECKCHECK 150# BW SCH40 A216-WCB/13CR+STL BC SWING

(416)150 EA 3 68.0 224.4 0.00 0.00 95.89 316.44 124.15 133.22 218.19 792.00 15.33 50.59

Página 20



WEIGHT TOTAL COST


(KG) (TON)


MATERIAL

COST ($) ( C )

CONSTRUCTION


INDIRECT COST ($)


MANHOURS

TOTALUNIT

Código


2. 1. 1. 5. 97 INSULATION KIT INSULATION KIT 100 EA 2 1.5 3.3 0.00 0.00 20.18 44.40 0.81 4.18 18.78 68.17 4.00 8.80



2. 1. 1. 5.100 STRAINER STRAINER 200 EA 1 155.0 170.5 0.00 0.00 65.17 71.69 28.13 30.18 49.43 179.43 10.42 11.46

2. 1. 1. 5.101 SUPPORT 10% OF PIPING COMPONENT 5324.5 5324.5 0.00 0.00 2.57 13,683.96 3,407.68 15,387.80 12,350.08 44,829.52 0.45 2,396.02

2. 1. 1. 5.102 RADIOGRAPH 3.1/3" x 6" SH'T 1158 0.00 0.00 2.35 2,721.30 127.38 8,928.18 4,478.07 16,254.93 0.51 590.58

2. 1. 1. 5.103 RADIOGRAPH 3.1/3" x 12" SH'T 1774 0.00 0.00 2.35 4,168.90 195.14 13,677.54 6,860.18 24,901.76 0.51 904.74

0.0

2. 1. 2. . 2. CONDENSATE SYSTEM 217.29 0.00 406,406.94 142,036.51 267,425.24 310,228.29 1,126,096.98 64,700.61

2. 1. 2. 1.

2. 1. 2. 1. 1) HP BYPASS SYSTEM 45.26 0.00 69,275.09 26,959.85 47,385.72 54,610.74 198,231.40 9,990.31


2. 1. 2. 1. 2 PIPE PIPE STD BE SMLS A335-P22 400 M 86 93.5 8022.3 0.00 0.00 125.85 10,797.93 6,680.39 8,365.50 9,826.93 35,670.75 16.10 1,381.38


2. 1. 2. 1. 4 90 5D BEND 90 BEND STD BW A234-WP22 400 EA 10 89.0 881.1 0.00 0.00 755.40 7,478.46 4,626.17 5,793.68 6,805.71 24,704.02 96.63 956.64




2. 1. 2. 1. 8 GLOBE GLOBE 600# SW A182-F22-CL3/13CR+STL BB OS&Y (169) 20 EA 12 3.9 47.2 0.00 0.00 8.32 100.67 62.32 78.05 91.65 332.69 1.06 12.83

2. 1. 2. 1.N 8 SPRING A36 CONSTANT HANGER 90mm/4.0ton EA 2 305 671.0 0.00 0.00 415.92 915.02 566.04 708.88 832.71 3,022.65 53.21 117.06

2. 1. 2. 1.N 9 SPRING A36 VARIABLE HANGER 50mm/4.0ton EA 3 60.6 200.0 0.00 0.00 415.92 1,372.54 849.06 1,063.33 1,249.07 4,534.00 53.21 175.59


2. 1. 2. 1. 10 RADIOGRAPH 3.1/3" x 6" SH'T 152 0.00 0.00 2.35 357.20 16.72 1,171.92 587.79 2,133.63 0.51 77.52

2. 1. 2. 1. 11 RADIOGRAPH 3.1/3" x 12" SH'T 180 0.00 0.00 2.35 423.00 19.80 1,387.80 696.07 2,526.67 0.51 91.80

2. 1. 2. 2. 2) HR BYPASS SYSTEM 25.95 0.00 56,786.06 17,090.31 30,465.44 39,675.23 144,017.04 8,331.48


2. 1. 2. 2. 2 PIPE PIPE 19.05MM BE SMLS A335-P91 850 M 46 495.0 22869.0 0.00 0.00 1,052.79 48,638.90 14,980.35 22,247.61 32,650.27 118,517.13 150.70 6,962.34





2. 1. 2. 2.N 6 SPRING A36 CONSTANT HANGER 90mm/4.0ton EA 2 305 610.0 0.00 0.00 355.69 782.52 241.01 357.94 525.29 1,906.76 50.92 112.02

2. 1. 2. 2.N 7 SPRING A36 VARIABLE HANGER 35mm/2.5ton EA 3 46.6 139.8 0.00 0.00 355.69 1,173.78 361.52 536.91 787.94 2,860.15 50.92 168.04


2. 1. 2. 2. 8 RADIOGRAPH 3.1/3" x 6" SH'T 52 0.00 0.00 2.35 122.20 5.72 400.92 201.09 729.93 0.51 26.52

2. 1. 2. 2. 9 RADIOGRAPH 3.1/3" x 12" SH'T 33 0.00 0.00 2.35 77.55 3.63 254.43 127.61 463.22 0.51 16.83

2. 1. 2. 3. 3) CONDENSATE SYSTEM 144.28 0.00 276,182.41 96,625.30 186,062.38 212,506.42 771,376.51 45,673.62


2. 1. 2. 3. 2 PIPE PIPE SCH80 PE SMLS A106-B 20 M 1049 2.2 2308.7 0.00 0.00 1.79 1,878.43 734.58 787.05 1,292.85 4,692.91 0.29 304.33


2. 1. 2. 3. 4 PIPE PIPE SCH80 PE SMLS A106-B 40 M 462 5.4 2494.8 0.00 0.00 4.08 1,884.96 739.20 790.02 1,298.22 4,712.40 0.65 300.30





Página 21



WEIGHT TOTAL COST


(KG) (TON)


MATERIAL

COST ($) ( C )

CONSTRUCTION


INDIRECT COST ($)


MANHOURS

TOTALUNIT

Código




2. 1. 2. 3. 11 PIPE PIPE STD BE SMLS A106-B 350 M 620 81.5 50562.6 0.00 0.00 122.86 76,222.34 29,897.08 32,087.09 52,552.06 190,758.57 19.64 12,184.66

2. 1. 2. 3. 12 PIPE PIPE STD BE SMLS A106-B 450 M 12 105.4 1264.8 0.00 0.00 193.90 2,326.80 912.72 979.56 1,604.28 5,823.36 31.00 372.00



2. 1. 2. 3. 15 PIPE PIPE SCH40S PE SMLS A312-TP304L 20 M 26 1.7 44.9 0.00 0.00 2.00 52.80 3.17 74.45 49.59 180.01 0.28 7.39

2. 1. 2. 3. 16 PIPE PIPE SCH40 BE SMLS A106-B(PE.C) 250 M 92 60.2 5562.5 0.00 0.00 67.87 6,271.19 2,459.69 2,639.87 4,323.65 15,694.40 10.85 1,002.54

2. 1. 2. 3. 17 90 ELBOW 90 ELBOW 3000# SW A105 20 EA 331 0.3 106.0 0.00 0.00 6.19 2,049.51 804.57 864.17 1,413.84 5,132.09 0.99 327.79




2. 1. 2. 3. 21 90 ELBOW 90 ELBOW SCH40 BW A234-WPB 80 EA 18 2.0 35.9 0.00 0.00 29.25 514.80 201.87 216.66 354.89 1,288.22 4.68 82.37



2. 1. 2. 3. 24 90 ELBOW 90 ELBOW SCH40 BW A234-WPB 250 EA 21 35.4 739.9 0.00 0.00 271.62 5,676.86 2,226.90 2,389.92 3,914.10 14,207.78 43.43 907.69

2. 1. 2. 3. 25 90 ELBOW 90 ELBOW STD BW A234-WPB 350 EA 53 67.9 3585.1 0.00 0.00 492.07 25,981.30 10,192.51 10,938.05 17,913.95 65,025.81 78.68 4,154.30

2. 1. 2. 3. 26 90 ELBOW 90 ELBOW STD BW A234-WPB 450 EA 2 113.0 248.6 0.00 0.00 776.39 1,708.06 670.05 719.09 1,177.69 4,274.89 124.15 273.13

2. 1. 2. 3. 27 90 ELBOW 90 ELBOW 3000# SW A182-F304L 20 EA 9 0.3 2.8 0.00 0.00 11.60 102.08 6.25 144.14 96.00 348.47 1.61 14.17

2. 1. 2. 3. 28 90 ELBOW 90 ELBOW SCH40 BW A234-WPB(PE.C) 250 EA 7 35.4 233.6 0.00 0.00 271.62 1,792.69 703.23 754.71 1,236.03 4,486.66 43.43 286.64

2. 1. 2. 3. 29 90 ELBOW 90 ELBOW SCH40 BW A234-WP91 100 EA 25 3.8 97.2 0.00 0.00 43.40 1,098.02 338.26 502.21 737.10 2,675.59 6.21 157.11

2. 1. 2. 3. 30 TEE TEE 3000# SW A105 20 EA 84 0.4 33.4 0.00 0.00 7.90 660.44 259.16 278.39 455.53 1,653.52 1.26 105.34

2. 1. 2. 3. 31 TEE TEE 3000# SW A105 25 EA 12 0.7 8.0 0.00 0.00 12.46 150.77 59.17 63.53 103.99 377.46 1.99 24.08

2. 1. 2. 3. 32 TEE TEE 3000# SW A105 40 EA 8 1.3 10.2 0.00 0.00 18.65 143.61 56.36 60.45 99.02 359.44 2.98 22.95

2. 1. 2. 3. 33 TEE TEE 3000# SW A105 40 x 20 EA 3 1.3 4.4 0.00 0.00 18.65 61.55 24.16 25.91 42.44 154.06 2.98 9.83

2. 1. 2. 3. 34 TEE TEE 3000# SW A105 40 x 25 EA 9 1.3 11.6 0.00 0.00 18.65 164.12 64.42 69.08 113.17 410.79 2.98 26.22

2. 1. 2. 3. 35 TEE TEE 3000# SW A105 50 EA 1 2.0 2.2 0.00 0.00 28.10 30.91 12.13 13.01 21.31 77.36 4.49 4.94

2. 1. 2. 3. 36 TEE TEE 3000# SW A105 50 x 20 EA 1 2.0 2.2 0.00 0.00 28.10 30.91 12.13 13.01 21.31 77.36 4.49 4.94

2. 1. 2. 3. 37 TEE TEE 3000# SW A105 50 x 25 EA 7 2.0 13.2 0.00 0.00 28.10 185.46 72.80 78.08 127.89 464.23 4.49 29.63

2. 1. 2. 3. 38 TEE TEE 3000# SW A105 50 x 40 EA 1 2.0 2.2 0.00 0.00 28.10 30.91 12.13 13.01 21.31 77.36 4.49 4.94


2. 1. 2. 3. 40 TEE TEE SCH40 BW SMLS A234-WPB 80 x 65 EA 2 2.4 5.3 0.00 0.00 58.50 128.70 50.49 54.19 88.74 322.12 9.35 20.57

2. 1. 2. 3. 41 TEE TEE SCH40 BW SMLS A234-WPB 100 EA 8 4.1 31.7 0.00 0.00 91.98 708.25 277.82 298.14 488.31 1,772.52 14.71 113.27


2. 1. 2. 3. 43 TEE TEE SCH40 BW SMLS A234-WPB 150 x 100 EA 4 9.6 42.2 0.00 0.00 191.70 843.48 330.88 355.08 581.56 2,111.00 30.65 134.86

2. 1. 2. 3. 44 TEE TEE SCH40 BW SMLS A234-WPB 250 EA 2 30.4 66.9 0.00 0.00 543.15 1,194.93 468.75 503.05 823.88 2,990.61 86.85 191.07

2. 1. 2. 3. 45 TEE TEE STD BW SMLS A234-WPB 350 EA 3 53.5 176.6 0.00 0.00 984.05 3,247.37 1,273.93 1,367.12 2,239.03 8,127.45 157.36 519.29

2. 1. 2. 3. 46 TEE TEE STD BW SMLS A234-WPB 350 x 250 EA 1 53.5 58.9 0.00 0.00 984.05 1,082.46 424.64 455.71 746.34 2,709.15 157.36 173.10

2. 1. 2. 3. 47 TEE TEE STD BW SMLS A234-WPB 450 EA 1 79.9 87.9 0.00 0.00 1,552.79 1,708.07 670.07 719.08 1,177.70 4,274.92 248.30 273.13

2. 1. 2. 3. 48 TEE TEE 3000# SW A182-F304L 20 EA 1 0.4 0.4 0.00 0.00 21.59 23.75 1.45 33.56 22.34 81.10 3.00 3.30

2. 1. 2. 3. 49 TEE TEE SCH40 BW SMLS A234-WP91 100 EA 3 4.1 13.6 0.00 0.00 86.79 286.41 88.21 131.01 192.26 697.89 12.42 40.99

2. 1. 2. 3. 50 REDUCER REDUCER CON SCH40 BW SMLS A234-WPB 150 x 100 EA 2 3.6 7.9 0.00 0.00 79.84 175.65 68.90 73.94 121.10 439.59 12.77 28.09

2. 1. 2. 3. 51 REDUCER REDUCER CON STD BW SMLS A234-WPB 350 x 300 EA 2 25.4 55.9 0.00 0.00 456.88 1,005.14 394.31 423.15 693.03 2,515.63 73.06 160.73

2. 1. 2. 3. 52 REDUCER REDUCER ECC SCH40 BW SMLS A234-WPB 80 x 65 EA 2 0.9 2.1 0.00 0.00 26.81 58.98 23.12 24.82 40.66 147.58 4.29 9.44


2. 1. 2. 3. 54 REDUCER REDUCER ECC SCH40 BW SMLS A234-WPB 250 x 200 EA 2 9.6 21.1 0.00 0.00 244.41 537.70 210.94 226.36 370.74 1,345.74 39.08 85.98

2. 1. 2. 3. 55 REDUCER REDUCER ECC STD BW SMLS A234-WPB 350 x 300 EA 2 25.4 55.9 0.00 0.00 456.88 1,005.14 394.31 423.15 693.03 2,515.63 73.06 160.73

Página 22



WEIGHT TOTAL COST


(KG) (TON)


MATERIAL

COST ($) ( C )

CONSTRUCTION


INDIRECT COST ($)


MANHOURS

TOTALUNIT

Código


2. 1. 2. 3. 56 REDUCER REDUCER ECC STD BW SMLS A234-WPB 450 x 400 EA 2 37.8 83.2 0.00 0.00 733.29 1,613.24 632.87 679.16 1,112.31 4,037.58 117.26 257.97




2. 1. 2. 3. 60 CAP CAP 3000# NPT A105 20 EA 7 0.2 1.3 0.00 0.00 8.15 53.79 21.12 22.64 37.09 134.64 1.30 8.58

2. 1. 2. 3. 61 CAP CAP 3000# NPT A105 25 EA 42 0.2 9.6 0.00 0.00 8.15 340.67 133.76 143.37 234.91 852.71 1.30 54.34

2. 1. 2. 3. 62 CAP CAP STD BW A234-WPB 350 EA 1 15.9 17.5 0.00 0.00 559.11 615.02 241.27 258.92 424.05 1,539.26 89.41 98.35

2. 1. 2. 3. 63 CAP CAP 3000# NPT A182-F304L 20 EA 1 0.2 0.2 0.00 0.00 19.99 21.99 1.34 31.08 20.69 75.10 2.78 3.06

2. 1. 2. 3. 64 CAP CAP 6000# NPT A182-F91 25 EA 4 0.6 2.6 0.00 0.00 7.11 31.28 9.64 14.30 21.00 76.22 1.02 4.49


2. 1. 2. 3. 66 FULL COUPLING FULL COUPLING 3000# SW A105 40 EA 54 0.5 28.6 0.00 0.00 28.10 1,514.59 594.52 637.64 1,044.43 3,791.18 4.49 242.01

2. 1. 2. 3. 67 FULL COUPLING FULL COUPLING 3000# SW A105 50 EA 13 0.8 10.4 0.00 0.00 28.10 370.92 145.60 156.16 255.78 928.46 4.49 59.27


2. 1. 2. 3. 69 WELDOLET WELDOLET SCH40 BW A105 150 x 350 EA 6 10.5 57.8 0.00 0.00 95.89 527.40 206.91 222.04 363.65 1,320.00 15.33 84.32




















2. 1. 2. 3. 89 FLANGE FLANGE WN STD RF 300# A105 300 EA 4 64.4 283.4 0.00 0.00 383.39 1,686.92 661.76 710.16 1,163.10 4,221.94 61.31 269.76

2. 1. 2. 3. 90 FLANGE FLANGE WN STD RF 300# A105 350 EA 2 88.3 194.3 0.00 0.00 492.07 1,082.55 424.69 455.75 746.41 2,709.40 78.68 173.10

2. 1. 2. 3. 91 FLANGE FLANGE WN STD RF 300# A105 400 EA 2 112.9 248.5 0.00 0.00 639.03 1,405.87 551.52 591.87 969.34 3,518.60 102.19 224.82

2. 1. 2. 3. 92 FLANGE FLANGE WN STD RF 300# A105 450 EA 6 138.3 760.9 0.00 0.00 776.39 4,270.15 1,675.14 1,797.73 2,944.23 10,687.25 124.15 682.83

2. 1. 2. 3. 93 FLANGE FLANGE SW SCH40S RF 300# A182-F304L 20 EA 1 1.2 1.3 0.00 0.00 16.99 18.69 1.14 26.41 17.58 63.82 2.36 2.60

2. 1. 2. 3. 94 FLANGE FLANGE WN SCH40 RF 300# A105(PE.C) 250 EA 2 43.7 96.2 0.00 0.00 271.62 597.56 234.41 251.57 412.01 1,495.55 43.43 95.55

2. 1. 2. 3. 95 BOLT/NUT BOLT/NUT (STUD/H.HEX) A193-B7/A194-2H 1 x 160 SET 84 0.3 25.1 0.00 0.00 4.69 392.08 7.52 36.78 165.93 602.31 0.93 77.75


2. 1. 2. 3. 97 BOLT/NUT BOLT/NUT (STUD/H.HEX) A193-B7/A194-2H 1.1/4 x 195 SET 158 0.4 63.4 0.00 0.00 4.34 687.46 12.67 64.94 290.91 1,055.98 0.86 136.22



2. 1. 2. 3.100 BOLT/NUT BOLT/NUT (STUD/H.HEX) A193-B7/A194-2H 3/4 x 95 SET 13 0.2 2.6 0.00 0.00 3.03 40.00 0.79 3.70 16.92 61.41 0.60 7.92



Página 23



WEIGHT TOTAL COST


(KG) (TON)


MATERIAL

COST ($) ( C )

CONSTRUCTION


INDIRECT COST ($)


MANHOURS

TOTALUNIT

Código






2. 1. 2. 3.107 BOLT/NUT BOLT/NUT (STUD/H.HEX) A193-B8M/A194-8M 5/8 x 75 SET 4 0.2 0.9 0.00 0.00 1.92 8.45 0.18 0.79 3.58 13.00 0.38 1.67

2. 1. 2. 3.108 GASKET GASKET RF 4.5MM 300# SW(304+GRAP)IO:CS 20 EA 7 0.1 0.7 0.00 0.00 0.76 5.02 0.07 0.46 2.11 7.66 0.15 0.99












2. 1. 2. 3.120 GASKET GASKET RF 4.5MM 300# SW(304L+GRAP)IO:304L 20 EA 2 0.1 0.2 0.00 0.00 0.76 1.67 0.02 0.15 0.70 2.54 0.15 0.33

2. 1. 2. 3.121 GATE GATE 600# SW A105/13CR+STL BB OS&Y (155) 20 EA 1 3.2 3.5 0.00 0.00 7.01 7.71 3.03 3.25 5.32 19.31 1.12 1.23



2. 1. 2. 3.124 GATE GATE 300# BW SCH40 A216-WCB/13CR+STL BB OS&Y (200) 80 EA 4 56.0 246.4 0.00 0.00 29.25 128.70 50.47 54.16 88.72 322.05 4.68 20.59



2. 1. 2. 3.127 GATEGATE 300# BW SCH40 A216-WCB/13CR+STL BB OS&Y GEAR

(200)250 EA 2 374.0 822.8 0.00 0.00 271.62 597.56 234.41 251.57 412.01 1,495.55 43.43 95.55

2. 1. 2. 3.128 GATEGATE 300# BW STD A216-WCB/13CR+STL BB OS&Y GEAR

(200)350 EA 2 715.0 1573.0 0.00 0.00 559.11 1,230.04 482.55 517.84 848.11 3,078.54 89.41 196.70

2. 1. 2. 3.129 GATEGATE 300# BW STD A216-WCB/13CR+STL BB OS&Y GEAR

(200)450 EA 2 1245.0 2739.0 0.00 0.00 1,150.25 2,530.55 992.73 1,065.35 1,744.79 6,333.42 183.93 404.65

2. 1. 2. 3.130 GLOBE GLOBE 600# SW A105/13CR+STL BB OS&Y (167) 15 EA 11 2.8 30.8 0.00 0.00 7.01 77.11 30.25 32.45 53.16 192.97 1.12 12.32




2. 1. 2. 3.134 GLOBE GLOBE 600# SW A105/13CR+STL BB OS&Y WATER SEAL 20 EA 95 3.9 368.9 0.00 0.00 7.01 663.15 260.15 279.07 457.19 1,659.56 1.12 105.95

2. 1. 2. 3.135 GLOBE GLOBE 600# SW A182-F91/13CR+STL BB OS&Y (168) 25 EA 8 6.4 49.3 0.00 0.00 6.62 50.97 15.71 23.25 34.20 124.13 0.95 7.32

2. 1. 2. 3.136 GLOBE GLOBE 600# SW A182-F304L/304+STL BB OS&Y (173) 20 EA 2 3.9 8.6 0.00 0.00 19.19 42.22 2.57 59.66 39.72 144.17 2.66 5.85

2. 1. 2. 3.137 GLOBEGLOBE 300# BW SCH40 A216-WCB/13CR+STL BB OS&Y

(205)65 EA 1 39.0 42.9 0.00 0.00 33.57 36.93 14.49 15.54 25.46 92.42 5.37 5.91


(205)100 EA 12 83.0 1004.3 0.00 0.00 55.56 672.28 263.78 283.02 463.55 1,682.63 8.88 107.45


GEAR (205)250 EA 1 505.0 555.5 0.00 0.00 399.36 439.30 172.34 184.94 302.89 1,099.47 63.86 70.25

2. 1. 2. 3.140 GLOBEGLOBE 300# BW STD A216-WCB/13CR+STL BB OS&Y GEAR

(205)350 EA 1 562.0 618.2 0.00 0.00 917.01 1,008.71 395.71 424.66 695.49 2,524.57 146.63 161.29

2. 1. 2. 3.141 CHECK CHECK 600# SW A105/13CR+STL BC LIFT (179) 40 EA 1 13.1 14.4 0.00 0.00 16.29 17.92 7.03 7.55 12.36 44.86 2.61 2.87

2. 1. 2. 3.142 CHECK CHECK 600# SW A105/13CR+STL BC LIFT (179) 50 EA 2 16.0 35.2 0.00 0.00 16.29 35.84 14.06 15.09 24.71 89.70 2.61 5.74

2. 1. 2. 3.143 CHECKCHECK 300# BW SCH40 A216-WCB/13CR+STL BC SWING

(210)350 EA 2 608.0 1337.6 0.00 0.00 559.11 1,230.04 482.55 517.84 848.11 3,078.54 89.41 196.70

2. 1. 2. 3.144 CHECKCHECK 600# BW SCH40 A217-C12A/13CR+STL BC SWING

(176)100 EA 3 102.0 336.6 0.00 0.00 55.56 183.35 71.94 77.19 126.42 458.90 8.88 29.30

2. 1. 2. 3.145 BALL BALL 300# SW A105/316+PTFE FULL F.S (194) 20 EA 1 3.0 3.3 0.00 0.00 3.99 4.39 1.73 1.85 3.03 11.00 0.64 0.70

2. 1. 2. 3.146 ISOLATION KIT ISOLATION KIT 250 EA 1 2.5 2.8 0.00 0.00 50.45 55.50 1.02 5.23 23.48 85.23 10.00 11.00

2. 1. 2. 3.147 STEAM TRAP STEAM TRAP 25 EA 2 4.5 9.9 0.00 0.00 8.15 17.93 7.04 7.55 12.37 44.89 1.30 2.86



Página 24



WEIGHT TOTAL COST


(KG) (TON)


MATERIAL

COST ($) ( C )

CONSTRUCTION


INDIRECT COST ($)


MANHOURS

TOTALUNIT

Código



2. 1. 2. 3.151 SUPPORT 10% OF PIPING COMPONENT 13116.6 13116.6 0.00 0.00 2.57 33,709.55 8,394.60 37,906.84 30,423.62 110,434.61 0.45 5,902.45

2. 1. 2. 3.152 RADIOGRAPH 3.1/3" x 6" SH'T 4108 0.00 0.00 2.35 9,653.80 451.88 31,672.68 15,885.93 57,664.29 0.51 2,095.08

2. 1. 2. 3.153 RADIOGRAPH 3.1/3" x 12" SH'T 2835 0.00 0.00 2.35 6,662.25 311.85 21,857.85 10,963.15 39,795.10 0.51 1,445.85

2. 1. 2. 4. 4) AUX. CONDENSATE SYSTEM 1.80 0.00 4,163.38 1,361.05 3,511.70 3,435.90 12,472.03 705.20








2. 1. 2. 4. 8 90 ELBOW 90 ELBOW SCH40 BW A234-WPB 80 EA 4 2.0 9.0 0.00 0.00 29.25 128.70 50.47 54.16 88.72 322.05 4.68 20.59

2. 1. 2. 4. 9 90 ELBOW 90 ELBOW SCH40 BW A234-WPB 100 EA 2 3.8 8.4 0.00 0.00 46.03 101.27 39.73 42.64 69.83 253.47 7.36 16.19

2. 1. 2. 4. 10 90 ELBOW 90 ELBOW SCH40 BW A234-WPB 150 EA 4 9.9 43.7 0.00 0.00 95.89 421.92 165.53 177.63 290.92 1,056.00 15.33 67.45


2. 1. 2. 4. 12 TEE TEE SCH40 BW SMLS A234-WPB 150 x 100 EA 2 9.6 21.1 0.00 0.00 191.70 421.74 165.44 177.54 290.78 1,055.50 30.65 67.43



2. 1. 2. 4. 15 CAP CAP 3000# NPT A105 25 EA 1 0.2 0.3 0.00 0.00 8.15 8.97 3.52 3.77 6.18 22.44 1.30 1.43




















2. 1. 2. 4. 35 GATE GATE 150# BW SCH40 A216-WCB/13CR+STL BB OS&Y (401) 150 EA 2 100.0 220.0 0.00 0.00 95.89 210.96 82.76 88.81 145.45 527.98 15.33 33.73




2. 1. 2. 4. 39 GLOBEGLOBE 150# BW SCH40 A216-WCB/13CR+STL BB OS&Y

(409)100 EA 1 53.0 58.3 0.00 0.00 46.03 50.63 19.87 21.32 34.91 126.73 7.36 8.10

2. 1. 2. 4. 40 SUPPORT 10% OF PIPING COMPONENT 163.3 163.3 0.00 0.00 2.57 419.78 104.54 472.04 378.86 1,375.22 0.45 73.50

2. 1. 2. 4. 41 RADIOGRAPH 3.1/3" x 6" SH'T 120 0.00 0.00 2.35 282.00 13.20 925.20 464.05 1,684.45 0.51 61.20

Página 25



WEIGHT TOTAL COST


(KG) (TON)


MATERIAL

COST ($) ( C )

CONSTRUCTION


INDIRECT COST ($)


MANHOURS

TOTALUNIT

Código


2. 1. 2. 4. 42 RADIOGRAPH 3.1/3" x 12" SH'T 102 0.00 0.00 2.35 239.70 11.22 786.42 394.44 1,431.78 0.51 52.02

0.0

2. 1. 3. . 3. FEEDWATER SYSTEM 70.65 0.00 171,590.34 55,523.23 143,179.87 140,801.45 511,094.89 29,011.10

2. 1. 3. 1. 1) PIPEWORK AND VALVES 70.65 0.00 171,590.34 55,523.23 143,179.87 140,801.45 511,094.89 29,011.10





2. 1. 3. 1. 5 PIPE PIPE SCH40 BE SMLS A106-B 100 M 155 16.0 2481.6 0.00 0.00 11.49 1,782.10 699.50 750.68 1,229.05 4,461.33 1.84 285.38


2. 1. 3. 1. 7 PIPE PIPE SCH160 PE SMLS A106-C 15 M 13 2.0 26.4 0.00 0.00 1.96 25.87 10.16 10.82 17.81 64.66 0.31 4.09




2. 1. 3. 1. 11 PIPE PIPE SCH120 BE SMLS A106-C 100 M 271 28.4 7685.0 0.00 0.00 15.97 4,321.48 1,693.96 1,818.43 2,978.77 10,812.64 2.55 690.03

2. 1. 3. 1. 12 PIPE PIPE SCH120 BE SMLS A106-C 200 M 183 90.4 16507.0 0.00 0.00 76.58 13,983.51 5,485.30 5,887.02 9,641.38 34,997.21 12.25 2,236.85

2. 1. 3. 1. 13 PIPE PIPE SCH160 BE SMLS A106-C 80 M 113 21.4 2424.6 0.00 0.00 10.18 1,153.39 452.07 486.06 795.29 2,886.81 1.63 184.68











2. 1. 3. 1. 24 90 ELBOW 90 ELBOW SCH120 BW A234-WPC 100 EA 44 7.0 308.0 0.00 0.00 63.87 2,810.28 1,102.64 1,183.16 1,937.75 7,033.83 10.21 449.24

2. 1. 3. 1. 25 90 ELBOW 90 ELBOW SCH120 BW A234-WPC 200 EA 55 42.5 2337.5 0.00 0.00 306.73 16,870.15 6,618.15 7,102.15 11,631.80 42,222.25 49.05 2,697.75

2. 1. 3. 1. 26 90 ELBOW 90 ELBOW SCH160 BW A234-WPC 80 EA 25 3.8 96.9 0.00 0.00 40.74 1,030.72 404.29 433.90 710.64 2,579.55 6.51 164.70

2. 1. 3. 1. 27 90 ELBOW 90 ELBOW 6000# SW A182-F91 40 EA 24 2.8 66.6 0.00 0.00 18.35 444.07 136.73 203.28 298.14 1,082.22 2.63 63.65

2. 1. 3. 1. 28 90 ELBOW 90 ELBOW 6000# SW A182-F91 50 EA 65 3.5 227.2 0.00 0.00 18.35 1,190.92 366.69 545.16 799.56 2,902.33 2.63 170.69

2. 1. 3. 1. 29 90 ELBOW 90 ELBOW SCH160 BW A234-WP91 80 EA 22 3.8 84.3 0.00 0.00 38.42 845.24 260.26 386.54 567.34 2,059.38 5.50 121.00

2. 1. 3. 1. 30 TEE TEE 3000# SW A105 40 x 25 EA 1 1.3 1.5 0.00 0.00 18.65 20.52 8.05 8.64 14.15 51.36 2.98 3.28

2. 1. 3. 1. 31 TEE TEE SCH40 BW SMLS A234-WPB 100 EA 12 4.1 49.9 0.00 0.00 91.98 1,112.96 436.57 468.51 767.35 2,785.39 14.71 177.99

2. 1. 3. 1. 32 TEE TEE SCH120 BW SMLS A234-WPC 200 EA 11 37.8 415.8 0.00 0.00 613.45 6,747.95 2,647.15 2,840.86 4,652.64 16,888.60 98.09 1,078.99

2. 1. 3. 1. 33 TEE TEE SCH160 BW SMLS A234-WPC 80 EA 24 4.5 109.9 0.00 0.00 81.47 1,971.57 773.43 830.06 1,359.39 4,934.45 13.03 315.33

2. 1. 3. 1. 34 TEE TEE 6000# SW A182-F91 40 x 25 EA 12 3.4 41.1 0.00 0.00 19.92 241.03 74.17 110.23 161.77 587.20 2.85 34.49

2. 1. 3. 1. 35 TEE TEE SCH160 BW SMLS A234-WP91 80 EA 11 4.5 49.9 0.00 0.00 87.98 967.78 379.72 407.44 667.30 2,422.24 14.07 154.77

2. 1. 3. 1. 36 REDUCER REDUCER CON SCH40 BW SMLS A234-WPB 100 x 80 EA 24 1.5 35.1 0.00 0.00 40.25 974.05 382.12 409.95 671.55 2,437.67 6.44 155.85

2. 1. 3. 1. 37 REDUCER REDUCER CON SCH40 BW SMLS A234-WPB 250 x 200 EA 22 9.6 210.8 0.00 0.00 244.41 5,377.02 2,109.36 2,263.58 3,707.35 13,457.31 39.08 859.76

2. 1. 3. 1. 38 REDUCER REDUCER CON SCH120 BW SMLS A234-WPC 100 x 80 EA 24 2.9 69.2 0.00 0.00 55.88 1,352.30 530.46 569.43 932.43 3,384.62 8.94 216.35

2. 1. 3. 1. 39 REDUCER REDUCER CON SCH120 BW SMLS A234-WPC 200 x 150 EA 22 13.7 301.4 0.00 0.00 268.35 5,903.70 2,315.94 2,485.56 4,070.58 14,775.78 42.91 944.02

2. 1. 3. 1. 40 SWAGE SWAGE ECC SCH160 BLE/PSE SMLS A234-WP91 80 x 50 EA 22 1.8 39.6 0.00 0.00 38.42 845.24 260.26 386.54 567.34 2,059.38 5.50 121.00

2. 1. 3. 1. 41 CAP CAP 3000# NPT A105 25 EA 15 0.2 3.5 0.00 0.00 8.15 125.51 49.28 52.82 86.55 314.16 1.30 20.02

2. 1. 3. 1. 42 CAP CAP 6000# NPT A182-F91 25 EA 24 0.6 14.3 0.00 0.00 7.11 172.06 53.00 78.65 115.48 419.19 1.02 24.68

Página 26



WEIGHT TOTAL COST


(KG) (TON)


MATERIAL

COST ($) ( C )

CONSTRUCTION


INDIRECT COST ($)


MANHOURS

TOTALUNIT

Código


2. 1. 3. 1. 43 FULL COUPLING FULL COUPLING 3000# SW A105 40 EA 46 0.5 24.5 0.00 0.00 28.10 1,298.22 509.59 546.55 895.23 3,249.59 4.49 207.44

2. 1. 3. 1. 44 WELDOLET WELDOLET SCH160 BW A105 80 x 200 EA 12 1.8 21.8 0.00 0.00 40.74 492.95 193.36 207.52 339.87 1,233.70 6.51 78.77














2. 1. 3. 1. 58 FLANGE FLANGE WN SCH40 RF 150# A105 200 EA 24 17.7 427.9 0.00 0.00 166.12 4,020.10 1,577.11 1,692.31 2,771.79 10,061.31 26.56 642.75

2. 1. 3. 1. 59 FLANGE FLANGE WN SCH40 RF 150# A105 250 EA 44 24.8 1090.8 0.00 0.00 271.62 11,951.28 4,688.20 5,031.40 8,240.20 29,911.08 43.43 1,910.92


2. 1. 3. 1. 61 FLANGE FLANGE WN SCH120 RF 1500# A105 150 EA 24 74.9 1812.8 0.00 0.00 153.32 3,710.34 1,455.63 1,562.11 2,558.31 9,286.39 24.52 593.38





2. 1. 3. 1. 66 BOLT/NUT BOLT/NUT (STUD/H.HEX) A193-B7/A194-2H 7/8 x 120 SET 568 0.2 113.5 0.00 0.00 3.68 2,088.77 39.73 198.66 884.89 3,212.05 0.73 414.35

2. 1. 3. 1. 67 BOLT/NUT BOLT/NUT (STUD/H.HEX) A193-B16/A194-3 1.1/8 x 180 SET 202 0.7 141.7 0.00 0.00 4.24 858.18 16.19 80.96 363.26 1,318.59 0.84 170.02

2. 1. 3. 1. 68 BOLT/NUT BOLT/NUT (STUD/H.HEX) A193-B16/A194-3 1.3/8 x 260 SET 308 0.7 215.6 0.00 0.00 3.93 1,210.44 21.56 113.96 511.79 1,857.75 0.78 240.24















2. 1. 3. 1. 83 GATE GATE 600# SW A105/13CR+STL BB OS&Y (155) 40 EA 4 9.8 43.1 0.00 0.00 16.29 71.68 28.12 30.18 49.42 179.40 2.61 11.48

2. 1. 3. 1. 84 GATE GATE 1500# SW A105/13CR+STL PB OS&Y (57) 40 EA 1 18.0 19.8 0.00 0.00 16.29 17.92 7.03 7.55 12.36 44.86 2.61 2.87

2. 1. 3. 1. 85 GATE GATE 1500# BW SCH160 A216-WCB/13CR+STL PB OS&Y (51) 80 EA 8 193.0 1486.1 0.00 0.00 29.25 225.23 88.32 94.79 155.27 563.61 4.68 36.04


2. 1. 3. 1. 87 GLOBE GLOBE 1500# SW A105/13CR+STL PB Y-OS&Y (69) 15 EA 14 3.5 50.1 0.00 0.00 7.82 111.83 43.90 47.05 77.11 279.89 1.25 17.88



Página 27



WEIGHT TOTAL COST


(KG) (TON)


MATERIAL

COST ($) ( C )

CONSTRUCTION


INDIRECT COST ($)


MANHOURS

TOTALUNIT

Código



2. 1. 3. 1. 91 GLOBEGLOBE 1500# BW SCH160 A216-WCB/13CR+STL PB OS&Y

(64)80 EA 3 193.0 636.9 0.00 0.00 40.74 134.44 52.73 56.60 92.69 336.46 6.51 21.48

2. 1. 3. 1. 92 CHECK CHECK 2500# SW A182-F91/13CR+STL PC LIFT (29) 40 EA 3 7.0 23.1 0.00 0.00 18.35 60.56 18.65 27.72 40.66 147.59 2.63 8.68

2. 1. 3. 1. 93 CHECKCHECK 600# BW SCH40 A216-WCB/13CR+STL PC SWING

(175)100 EA 8 102.0 785.4 0.00 0.00 55.56 427.81 167.86 180.10 294.98 1,070.75 8.88 68.38

2. 1. 3. 1. 94 CHECKCHECK 2500# BW SCH160 A217-C12A/13CR+STL PC TILTING

NON-SLAM (26)80 EA 3 85.0 280.5 0.00 0.00 40.74 134.44 52.73 56.60 92.69 336.46 6.51 21.48

2. 1. 3. 1. 95 STRAINER STRAINER 80 EA 3 25.5 84.2 0.00 0.00 32.58 107.51 42.17 45.28 74.13 269.09 5.21 17.19


2. 1. 3. 1. 96 SUPPORT 10% OF PIPING COMPONENT 6405.9 0.00 0.00 2.57 0.00 0.00 0.00 0.00 0.00 0.45 0.00

2. 1. 3. 1. 97 RADIOGRAPH 3.1/3" x 6" SH'T 5016 0.00 0.00 2.35 11,787.60 551.76 38,673.36 19,397.23 70,409.95 0.51 2,558.16

2. 1. 3. 1. 98 RADIOGRAPH 3.1/3" x 12" SH'T 5810 0.00 0.00 2.35 13,653.50 639.10 44,795.10 22,467.68 81,555.38 0.51 2,963.10

CLOSED COOLING WATER SYSTEM 129.23 0.00 314,309.50 114,640.68 164,951.75 225,827.05 819,728.98 51,268.35

2. 2. 1. . 1. PIPEWORK AND VALVES 129.23 0.00 314,309.50 114,640.68 164,951.75 225,827.05 819,728.98 51,268.35

2. 2. 1. . 1 PIPE PIPE SCH80 PE ERW A53-B 20 M 26 2.2 58.1 0.00 0.00 1.79 47.26 18.48 19.80 32.53 118.07 0.29 7.66

2. 2. 1. . 2 PIPE PIPE SCH80 PE ERW A53-B 25 M 1340 3.2 4287.4 0.00 0.00 1.79 2,398.24 937.86 1,004.85 1,650.62 5,991.57 0.29 388.54


2. 2. 1. . 4 PIPE PIPE SCH80 PE ERW A53-B 50 M 561 7.5 4207.5 0.00 0.00 4.08 2,288.88 897.60 959.31 1,576.41 5,722.20 0.65 364.65

2. 2. 1. . 5 PIPE PIPE SCH40 BE ERW A53-B 80 M 1610 11.3 18197.5 0.00 0.00 7.33 11,804.23 4,637.95 4,976.14 8,144.17 29,562.49 1.17 1,884.17



2. 2. 1. . 8 PIPE PIPE STD BE ERW A53-B 300 M 33 74.0 2442.0 0.00 0.00 95.73 3,159.09 1,239.15 1,329.90 2,178.09 7,906.23 15.31 505.23

2. 2. 1. . 9 PIPE PIPE STD BE ERW A53-B 350 M 53 81.5 4303.2 0.00 0.00 122.86 6,487.01 2,544.43 2,730.82 4,472.52 16,234.78 19.64 1,036.99



2. 2. 1. . 12 PIPE PIPE SCH40 BE ERW A53-B(PE.C) 80 M 277 11.3 3132.4 0.00 0.00 7.33 2,031.88 798.34 856.55 1,401.87 5,088.64 1.17 324.32

2. 2. 1. . 13 90 ELBOW 90 ELBOW 3000# SW A105 25 EA 338 0.5 152.0 0.00 0.00 6.19 2,090.36 820.61 881.40 1,442.02 5,234.39 0.99 334.32

2. 2. 1. . 14 90 ELBOW 90 ELBOW 3000# SW A105 50 EA 216 1.6 349.3 0.00 0.00 14.09 3,037.80 1,192.27 1,278.51 2,094.60 7,603.18 2.25 485.10

2. 2. 1. . 15 90 ELBOW 90 ELBOW SCH40 BW A234-WPB 80 EA 136 2.0 278.3 0.00 0.00 29.25 3,989.70 1,564.51 1,679.08 2,750.41 9,983.70 4.68 638.35


2. 2. 1. . 17 90 ELBOW 90 ELBOW SCH40 BW A234-WPB 150 EA 25 9.9 251.5 0.00 0.00 95.89 2,426.02 951.79 1,021.36 1,672.75 6,071.92 15.33 387.85

2. 2. 1. . 18 90 ELBOW 90 ELBOW STD BW A234-WPB 350 EA 1 67.9 74.7 0.00 0.00 492.07 541.28 212.34 227.88 373.21 1,354.71 78.68 86.55

2. 2. 1. . 19 90 ELBOW 90 ELBOW STD BW A234-WPB 400 EA 41 89.0 3622.3 0.00 0.00 639.03 26,008.52 10,203.08 10,949.52 17,932.69 65,093.81 102.19 4,159.13

2. 2. 1. . 20 90 ELBOW 90 ELBOW STD BW A234-WPB 450 EA 15 113.0 1740.2 0.00 0.00 776.39 11,956.41 4,690.38 5,033.64 8,243.83 29,924.26 124.15 1,911.91

2. 2. 1. . 21 90 ELBOW 90 ELBOW SCH40 BW A234-WPB(PE.C) 80 EA 9 2.0 18.0 0.00 0.00 29.25 257.40 100.94 108.33 177.45 644.12 4.68 41.18

2. 2. 1. . 22 45 ELBOW 45 ELBOW STD BW A234-WPB 400 EA 1 44.5 49.0 0.00 0.00 639.03 702.93 275.76 295.93 484.67 1,759.29 102.19 112.41

2. 2. 1. . 23 TEE TEE 3000# SW A105 25 EA 58 0.7 38.5 0.00 0.00 12.46 726.42 285.09 306.08 501.00 1,818.59 1.99 116.02

2. 2. 1. . 24 TEE TEE 3000# SW A105 25 x 20 EA 14 0.7 9.4 0.00 0.00 12.46 178.18 69.93 75.08 122.89 446.08 1.99 28.46

2. 2. 1. . 25 TEE TEE 3000# SW A105 50 EA 12 2.0 24.2 0.00 0.00 28.10 340.01 133.46 143.14 234.46 851.07 4.49 54.33

2. 2. 1. . 26 TEE TEE 3000# SW A105 50 x 20 EA 12 2.0 24.2 0.00 0.00 28.10 340.01 133.46 143.14 234.46 851.07 4.49 54.33

2. 2. 1. . 27 TEE TEE 3000# SW A105 50 x 25 EA 25 2.0 50.6 0.00 0.00 28.10 710.93 279.06 299.30 490.24 1,779.53 4.49 113.60

2. 2. 1. . 28 TEE TEE SCH40 BW WELD A234-WPB 80 EA 37 2.4 90.1 0.00 0.00 58.50 2,187.90 858.33 921.16 1,508.57 5,475.96 9.35 349.69

2. 2. 1. . 29 TEE TEE SCH40 BW WELD A234-WPB 100 x 80 EA 24 4.1 99.7 0.00 0.00 91.98 2,225.92 873.14 937.02 1,534.69 5,570.77 14.71 355.98

2. 2. 1. . 30 TEE TEE SCH40 BW WELD A234-WPB 150 EA 2 9.6 21.1 0.00 0.00 191.70 421.74 165.44 177.54 290.78 1,055.50 30.65 67.43

2. 2. 1. . 31 TEE TEE SCH40 BW WELD A234-WPB 150 x 100 EA 7 9.6 63.2 0.00 0.00 191.70 1,265.22 496.32 532.62 872.34 3,166.50 30.65 202.29


2. 2. 1. . 33 TEE TEE STD BW WELD A234-WPB 300 x 150 EA 1 43.6 48.0 0.00 0.00 766.78 843.46 330.88 355.09 581.56 2,110.99 122.61 134.87

Página 28



WEIGHT TOTAL COST


(KG) (TON)


MATERIAL

COST ($) ( C )

CONSTRUCTION


INDIRECT COST ($)


MANHOURS

TOTALUNIT

Código


2. 2. 1. . 34 TEE TEE STD BW WELD A234-WPB 400 EA 10 60.5 599.0 0.00 0.00 1,278.00 12,652.20 4,963.37 5,326.50 8,723.56 31,665.63 204.36 2,023.16

2. 2. 1. . 35 TEE TEE STD BW WELD A234-WPB 400 x 350 EA 4 60.5 266.2 0.00 0.00 1,278.00 5,623.20 2,205.94 2,367.33 3,877.14 14,073.61 204.36 899.18

2. 2. 1. . 36 TEE TEE STD BW WELD A234-WPB 450 EA 1 79.9 87.9 0.00 0.00 1,552.79 1,708.07 670.07 719.08 1,177.70 4,274.92 248.30 273.13

2. 2. 1. . 37 REDUCER REDUCER CON SCH40 BW WELD A234-WPB 100 x 80 EA 6 1.5 8.0 0.00 0.00 40.25 221.38 86.85 93.17 152.63 554.03 6.44 35.42

2. 2. 1. . 38 REDUCER REDUCER ECC SCH40 BW WELD A234-WPB 150 x 100 EA 8 3.6 27.5 0.00 0.00 79.84 614.77 241.16 258.80 423.87 1,538.60 12.77 98.33

2. 2. 1. . 39 REDUCER REDUCER ECC STD BW WELD A234-WPB 400 x 300 EA 1 31.0 34.1 0.00 0.00 599.04 658.94 258.50 277.41 454.33 1,649.18 95.79 105.37

2. 2. 1. . 40 REDUCER REDUCER ECC STD BW WELD A234-WPB 400 x 350 EA 12 31.0 375.1 0.00 0.00 599.04 7,248.38 2,843.50 3,051.50 4,997.68 18,141.06 95.79 1,159.06

2. 2. 1. . 41 REDUCER REDUCER ECC STD BW WELD A234-WPB 450 x 350 EA 1 37.8 41.6 0.00 0.00 690.12 759.13 297.80 319.59 523.41 1,899.93 110.35 121.39

2. 2. 1. . 42 REDUCER REDUCER ECC STD BW WELD A234-WPB 450 x 400 EA 2 37.8 83.2 0.00 0.00 690.12 1,518.26 595.61 639.19 1,046.83 3,799.89 110.35 242.77

2. 2. 1. . 43 SWAGE SWAGE ECC SCH40 BLE/PSE SMLS A234-WPB 80 x 50 EA 51 1.0 50.6 0.00 0.00 29.25 1,480.05 580.38 622.89 1,020.31 3,703.63 4.68 236.81

2. 2. 1. . 44 SWAGE SWAGE ECC SCH40 BLE/PSE SMLS A234-WPB 100 x 25 EA 47 1.6 75.7 0.00 0.00 46.03 2,177.22 854.24 916.67 1,501.25 5,449.38 7.36 348.13

2. 2. 1. . 45 SWAGE SWAGE ECC SCH40 BLE/PSE SMLS A234-WPB 100 x 50 EA 24 1.6 38.7 0.00 0.00 46.03 1,113.93 437.05 469.00 768.08 2,788.06 7.36 178.11

2. 2. 1. . 46 CAP CAP 3000# NPT A105 25 EA 139 0.2 31.9 0.00 0.00 8.15 1,129.59 443.52 475.40 778.93 2,827.44 1.30 180.18

2. 2. 1. . 47 CAP CAP 3000# SW A105 25 EA 3 0.2 0.8 0.00 0.00 6.19 20.43 8.02 8.61 14.09 51.15 0.99 3.27

2. 2. 1. . 48 CAP CAP SCH40 BW A234-WPB 80 EA 12 0.7 8.1 0.00 0.00 29.25 353.93 138.79 148.95 243.99 885.66 4.68 56.63

2. 2. 1. . 49 CAP CAP SCH40 BW A234-WPB 100 EA 12 1.2 14.2 0.00 0.00 46.03 556.96 218.53 234.50 384.04 1,394.03 7.36 89.06


2. 2. 1. . 51 CAP CAP STD BW A234-WPB 300 EA 1 13.1 14.4 0.00 0.00 383.39 421.73 165.44 177.54 290.78 1,055.49 61.31 67.44

2. 2. 1. . 52 CAP CAP STD BW A234-WPB 350 EA 1 15.9 17.5 0.00 0.00 492.07 541.28 212.34 227.88 373.21 1,354.71 78.68 86.55

2. 2. 1. . 53 FULL COUPLING FULL COUPLING 3000# SW A105 25 EA 37 0.3 10.1 0.00 0.00 12.46 466.00 182.89 196.35 321.40 1,166.64 1.99 74.43

2. 2. 1. . 54 FULL COUPLING FULL COUPLING 3000# SW A105 50 EA 12 0.8 9.6 0.00 0.00 28.10 340.01 133.46 143.14 234.46 851.07 4.49 54.33

2. 2. 1. . 55 WELDOLET WELDOLET SCH40 BW A105 80 x 350 EA 1 1.9 2.1 0.00 0.00 29.25 32.18 12.62 13.54 22.18 80.52 4.68 5.15







2. 2. 1. . 62 SOCKOLET SOCKOLET 3000# SW A105 80 x 25 EA 42 0.3 12.5 0.00 0.00 6.19 258.74 101.57 109.10 178.49 647.90 0.99 41.38




2. 2. 1. . 66 SOCKOLET SOCKOLET 3000# SW A105 100 x 40 EA 48 0.5 24.2 0.00 0.00 9.37 453.51 178.11 190.70 312.68 1,135.00 1.50 72.60












2. 2. 1. . 78 FLANGE FLANGE SW SCH80 RF 150# A105 25 EA 63 0.9 54.5 0.00 0.00 7.01 439.53 172.43 184.97 303.03 1,099.96 1.12 70.22

2. 2. 1. . 79 FLANGE FLANGE SW SCH80 RF 150# A105 40 EA 65 1.5 94.1 0.00 0.00 16.29 1,057.22 414.71 445.21 728.98 2,646.12 2.61 169.39

2. 2. 1. . 80 FLANGE FLANGE SW SCH80 RF 150# A105 50 EA 105 2.3 243.5 0.00 0.00 16.29 1,702.31 667.76 716.87 1,173.79 4,260.73 2.61 272.75

Página 29



WEIGHT TOTAL COST


(KG) (TON)


MATERIAL

COST ($) ( C )

CONSTRUCTION


INDIRECT COST ($)


MANHOURS

TOTALUNIT

Código


2. 2. 1. . 81 FLANGE FLANGE WN SCH40 RF 150# A105 80 EA 9 5.2 45.6 0.00 0.00 29.25 257.40 100.94 108.33 177.45 644.12 4.68 41.18

2. 2. 1. . 82 FLANGE FLANGE WN SCH40 RF 150# A105 100 EA 65 7.3 475.1 0.00 0.00 46.03 2,987.35 1,172.09 1,257.76 2,059.85 7,477.05 7.36 477.66

2. 2. 1. . 83 FLANGE FLANGE WN SCH40 RF 150# A105 150 EA 8 11.3 86.7 0.00 0.00 95.89 738.35 289.67 310.85 509.10 1,847.97 15.33 118.04

2. 2. 1. . 84 FLANGE FLANGE WN STD RF 150# A105 350 EA 15 51.7 796.3 0.00 0.00 492.07 7,577.88 2,972.82 3,190.26 5,224.90 18,965.86 78.68 1,211.67



2. 2. 1. . 87 FLANGE FLANGE WN SCH40 RF 150# A105(PE.C) 80 EA 2 5.2 11.4 0.00 0.00 29.25 64.35 25.23 27.08 44.36 161.02 4.68 10.30

2. 2. 1. . 88 BOLT/NUT BOLT/NUT (STUD/H.HEX) A193-B7/A194-2H 1 x 135 SET 158 0.3 47.5 0.00 0.00 4.69 742.90 14.26 69.70 314.41 1,141.27 0.93 147.31

2. 2. 1. . 89 BOLT/NUT BOLT/NUT (STUD/H.HEX) A193-B7/A194-2H 1 x 140 SET 717 0.3 215.2 0.00 0.00 4.69 3,363.67 64.55 315.57 1,423.55 5,167.34 0.93 667.00

2. 2. 1. . 90 BOLT/NUT BOLT/NUT (STUD/H.HEX) A193-B7/A194-2H 1.1/8 x 150 SET 167 0.6 100.3 0.00 0.00 4.24 708.93 13.38 66.88 300.08 1,089.27 0.84 140.45

2. 2. 1. . 91 BOLT/NUT BOLT/NUT (STUD/H.HEX) A193-B7/A194-2H 1/2 x 65 SET 290 0.2 58.1 0.00 0.00 0.76 220.70 2.90 20.33 92.75 336.68 0.15 43.56


2. 2. 1. . 93 BOLT/NUT BOLT/NUT (STUD/H.HEX) A193-B7/A194-2H 5/8 x 85 SET 519 0.2 103.8 0.00 0.00 1.92 996.86 20.77 93.46 422.48 1,533.57 0.38 197.30


2. 2. 1. . 95 GASKET GASKET RF 1.6MM 150# NON-ASBESTOS 25 EA 97 0.1 9.7 0.00 0.00 0.76 73.57 0.97 6.78 30.92 112.24 0.15 14.52





2. 2. 1. .100 GASKET GASKET RF 3.2MM 150# NON-ASBESTOS 350 EA 31 0.1 3.1 0.00 0.00 0.76 23.41 0.31 2.16 9.84 35.72 0.15 4.62



2. 2. 1. .103 GATE GATE 600# SW A105/13CR+STL BB OS&Y (155) 25 EA 3 5.2 17.2 0.00 0.00 7.01 23.13 9.08 9.74 15.95 57.90 1.12 3.70

2. 2. 1. .104 GATE GATE 600# SW A105/13CR+STL BB OS&Y (155) 50 EA 53 16.5 871.2 0.00 0.00 16.29 860.11 337.39 362.21 593.07 2,152.78 2.61 137.81

2. 2. 1. .105 GLOBE GLOBE 600# SW A105/13CR+STL BB OS&Y (167) 20 EA 30 3.9 115.8 0.00 0.00 7.01 208.20 81.68 87.62 143.54 521.04 1.12 33.26

2. 2. 1. .106 GLOBE GLOBE 600# SW A105/13CR+STL BB OS&Y (167) 25 EA 304 6.4 1943.0 0.00 0.00 7.01 2,128.24 834.90 895.62 1,467.27 5,326.03 1.12 340.03

2. 2. 1. .107 GLOBE GLOBE 600# SW A105/13CR+STL BB OS&Y (167) 50 EA 25 20.5 518.7 0.00 0.00 16.29 412.14 161.67 173.56 284.18 1,031.55 2.61 66.03

2. 2. 1. .108 GLOBEGLOBE 150# BW SCH40 A216-WCB/13CR+STL BB OS&Y

(409)80 EA 25 31.0 784.3 0.00 0.00 29.25 740.03 290.19 311.44 510.16 1,851.82 4.68 118.40

2. 2. 1. .109 CHECK CHECK 150# BW STD A216-WCB/316+STL BC SWING (416) 400 EA 2 426.0 937.2 0.00 0.00 817.94 1,799.47 705.91 757.57 1,240.71 4,503.66 130.79 287.74

2. 2. 1. .110 BUTTERFLYBUTTERFLY 150# RF WAFER A216-WCB/304+BUNA-N LEVER

(446)100 EA 18 11.0 193.6 0.00 0.00 32.58 573.41 224.93 241.47 395.38 1,435.19 5.21 91.70

2. 2. 1. .111 BUTTERFLYBUTTERFLY 150# RF WAFER A216-WCB/304+BUNA-N LEVER

(446)150 EA 2 18.0 39.6 0.00 0.00 48.88 107.54 42.20 45.28 74.15 269.17 7.82 17.20

2. 2. 1. .112 BUTTERFLYBUTTERFLY 150# RF LUG A216-WCB/304+BUNA-N GEAR

(446A)350 EA 2 97.0 213.4 0.00 0.00 114.06 250.93 98.43 105.64 173.01 628.01 18.24 40.13

2. 2. 1. .113 BUTTERFLYBUTTERFLY 150# RF LUG A216-WCB/304+BUNA-N GEAR

(446A)400 EA 4 120.0 528.0 0.00 0.00 130.35 573.54 225.02 241.47 395.46 1,435.49 20.84 91.70

2. 2. 1. .114 EXPANSION JOINT EXPANSION JOINT 400 EA 4 162.0 712.8 0.00 0.00 162.93 716.89 281.25 301.84 494.31 1,794.29 26.05 114.62

2. 2. 1. .115 INSULATION KIT INSULATION KIT 80 EA 2 1.0 2.2 0.00 0.00 15.13 33.29 0.62 3.12 14.08 51.11 3.00 6.60

2. 2. 1. .116 STM CONE TYPE STRAINER 450 EA 2 720.0 1584.0 0.00 0.00 130.35 286.77 112.51 120.74 197.73 717.75 20.84 45.85

2. 2. 1. .117 SUPPORT 10% OF PIPING COMPONENT 11747.8 11747.8 0.00 0.00 2.57 30,191.90 7,518.61 33,951.21 27,248.87 98,910.59 0.45 5,286.52

2. 2. 1. .118 RADIOGRAPH 3.1/3" x 6" SH'T 1391 0.00 0.00 2.35 3,268.85 153.01 10,724.61 5,379.10 19,525.57 0.51 709.41

2. 2. 1. .119 RADIOGRAPH 3.1/3" x 12" SH'T 654 0.00 0.00 2.35 1,536.90 71.94 5,042.34 2,529.06 9,180.24 0.51 333.54

INSTRUMENT AND SERVICE AIR SYSTEM 27.14 0.00 136,651.44 16,132.28 174,400.67 124,409.56 451,593.95 19,823.51

2. 3. 1. . 1. INSTRUMENT AIR PIPING 8.10 0.00 108,335.45 6,943.94 153,092.05 102,046.38 370,417.82 15,162.23

2. 3. 1. . 1 PIPE PIPE SCH40S PE SMLS A312-TP304 20 M 12 1.7 20.4 0.00 0.00 24.39 292.68 17.88 413.52 275.33 999.41 3.39 40.68

2. 3. 1. . 2 PIPE PIPE SCH40S PE SMLS A312-TP304 25 M 119 2.5 297.0 0.00 0.00 24.39 2,897.53 177.01 4,093.85 2,725.73 9,894.12 3.39 402.73


2. 3. 1. . 4 PIPE PIPE SCH40S PE SMLS A312-TP304 50 M 376 5.5 2069.1 0.00 0.00 54.78 20,608.24 1,256.51 29,117.88 19,385.79 70,368.42 7.61 2,862.88

Página 30



WEIGHT TOTAL COST


(KG) (TON)


MATERIAL

COST ($) ( C )

CONSTRUCTION


INDIRECT COST ($)


MANHOURS

TOTALUNIT

Código


2. 3. 1. . 5 PIPE PIPE SCH10S BE SMLS A312-TP304 100 M 238 8.5 2019.6 0.00 0.00 134.54 31,966.70 1,948.32 45,167.76 30,070.67 109,153.45 18.68 4,438.37

2. 3. 1. . 6 PIPE PIPE SCH40S PE SMLS A312-TP304(PE.C) 25 M 33 2.5 82.5 0.00 0.00 24.39 804.87 49.17 1,137.18 757.15 2,748.37 3.39 111.87

2. 3. 1. . 7 PIPE PIPE SCH10S BE SMLS A312-TP304(PE.C) 100 M 251 8.5 2131.8 0.00 0.00 134.54 33,742.63 2,056.56 47,677.08 31,741.27 115,217.54 18.68 4,684.94

2. 3. 1. . 8 90 ELBOW 90 ELBOW 3000# SW A182-F304 25 EA 21 0.5 9.4 0.00 0.00 16.99 355.09 21.74 501.81 334.10 1,212.74 2.36 49.32

2. 3. 1. . 9 90 ELBOW 90 ELBOW 3000# SW A182-F304 40 EA 9 1.2 10.3 0.00 0.00 38.38 337.74 20.59 477.22 317.71 1,153.26 5.33 46.90

2. 3. 1. . 10 90 ELBOW 90 ELBOW 3000# SW A182-F304 50 EA 35 1.6 57.0 0.00 0.00 38.38 1,350.98 82.37 1,908.90 1,270.87 4,613.12 5.33 187.62

2. 3. 1. . 11 90 ELBOW 90 ELBOW SCH10S BW A403-WP304 100 EA 8 2.0 15.4 0.00 0.00 94.36 726.57 44.28 1,026.64 683.48 2,480.97 13.10 100.87

2. 3. 1. . 12 90 ELBOW 90 ELBOW SCH10S BW A403-WP304(PE.C) 100 EA 9 2.0 17.6 0.00 0.00 94.36 830.37 50.60 1,173.30 781.12 2,835.39 13.10 115.28

2. 3. 1. . 13 90 ELBOW 90 ELBOW 3000# SW A182-F304(PE.C) 25 EA 2 0.5 1.0 0.00 0.00 16.99 37.38 2.29 52.82 35.17 127.66 2.36 5.19

2. 3. 1. . 14 TEE TEE 3000# SW A182-F304 25 EA 4 0.7 2.9 0.00 0.00 33.98 149.51 9.11 211.29 140.66 510.57 4.72 20.77

2. 3. 1. . 15 TEE TEE 3000# SW A182-F304 25 x 20 EA 4 0.7 2.9 0.00 0.00 33.98 149.51 9.11 211.29 140.66 510.57 4.72 20.77

2. 3. 1. . 16 TEE TEE 3000# SW A182-F304 40 EA 6 1.3 7.3 0.00 0.00 51.18 281.49 17.16 397.71 264.79 961.15 7.11 39.11

2. 3. 1. . 17 TEE TEE 3000# SW A182-F304 40 x 20 EA 1 1.3 1.5 0.00 0.00 51.18 56.30 3.43 79.54 52.96 192.23 7.11 7.82

2. 3. 1. . 18 TEE TEE 3000# SW A182-F304 50 x 20 EA 7 2.0 13.2 0.00 0.00 76.77 506.68 30.89 715.90 476.62 1,730.09 10.66 70.36

2. 3. 1. . 19 TEE TEE 3000# SW A182-F304 50 x 25 EA 1 2.0 2.2 0.00 0.00 76.77 84.45 5.15 119.32 79.44 288.36 10.66 11.73

2. 3. 1. . 20 TEE TEE SCH10S BW SMLS A403-WP304 100 EA 1 4.4 4.8 0.00 0.00 251.49 276.64 16.85 390.89 260.23 944.61 34.92 38.41

2. 3. 1. . 21 SWAGE SWAGE ECC SCH40S PBE SMLS A403-WP304 50 x 25 EA 2 0.6 1.2 0.00 0.00 38.38 84.44 5.15 119.31 79.43 288.33 5.33 11.73

2. 3. 1. . 22 CAP CAP 3000# NPT A182-F304 25 EA 1 0.2 0.3 0.00 0.00 19.99 21.99 1.34 31.08 20.69 75.10 2.78 3.06

2. 3. 1. . 23 CAP CAP 3000# NPT A182-F304 40 EA 1 0.7 0.7 0.00 0.00 39.98 43.98 2.68 62.14 41.37 150.17 5.55 6.11

2. 3. 1. . 24 CAP CAP SCH10S BW A403-WP304 100 EA 1 0.6 0.6 0.00 0.00 125.75 138.33 8.43 195.45 130.12 472.33 17.46 19.21

2. 3. 1. . 25 FULL COUPLING FULL COUPLING 3000# SW A182-F304 25 EA 9 0.3 2.4 0.00 0.00 33.98 299.02 18.22 422.58 281.31 1,021.13 4.72 41.54


2. 3. 1. . 27 FULL COUPLING FULL COUPLING 3000# SW A182-F304 50 EA 43 0.8 33.9 0.00 0.00 76.77 3,293.43 200.77 4,653.36 3,098.05 11,245.61 10.66 457.31

2. 3. 1. . 28 FULL COUPLING FULL COUPLING 3000# SW A182-F304(PE.C) 25 EA 4 0.3 1.2 0.00 0.00 33.98 149.51 9.11 211.29 140.66 510.57 4.72 20.77

2. 3. 1. . 29 SOCKOLET SOCKOLET 3000# SW A182-F304 100 x 25 EA 1 0.3 0.3 0.00 0.00 16.99 18.69 1.14 26.41 17.58 63.82 2.36 2.60



2. 3. 1. . 32 FLANGE FLANGE SW SCH40S RF 150# A182-F304 25 EA 7 0.9 5.7 0.00 0.00 16.99 112.13 6.86 158.47 105.50 382.96 2.36 15.58

2. 3. 1. . 33 FLANGE FLANGE WN SCH10S RF 150# A182-F304 100 EA 4 7.3 32.2 0.00 0.00 94.36 415.18 25.30 586.65 390.56 1,417.69 13.10 57.64

2. 3. 1. . 34 FLANGE FLANGE SW SCH40S RF 150# A182-F304(PE.C) 25 EA 2 0.9 1.9 0.00 0.00 16.99 37.38 2.29 52.82 35.17 127.66 2.36 5.19

2. 3. 1. . 35 FLANGE FLANGE WN SCH10S RF 150# A182-F304(PE.C) 100 EA 2 7.3 16.1 0.00 0.00 94.36 207.59 12.65 293.33 195.28 708.85 13.10 28.82

2. 3. 1. . 36 FLANGE BLIND FLANGE BLIND RF 150# A182-F304 100 EA 1 7.4 8.2 0.00 0.00 79.97 87.97 5.36 124.29 82.75 300.37 11.10 12.21

2. 3. 1. . 37 BOLT/NUT BOLT/NUT (STUD/H.HEX) A193-B8/A194-8 1/2 x 65 SET 31 0.2 6.2 0.00 0.00 0.76 23.41 0.31 2.16 9.84 35.72 0.15 4.62




2. 3. 1. . 41 BALL BALL 150# SW A351-CF8/304+PTFE FULL F.S 20 EA 11 2.5 27.5 0.00 0.00 9.80 107.80 6.60 152.24 101.39 368.03 1.36 14.96




2. 3. 1. . 45 ISOLATION KIT ISOLATION KIT 25 EA 2 1.0 2.2 0.00 0.00 5.04 11.09 0.20 1.03 4.68 17.00 1.00 2.20


2. 3. 1. . 47 STRAINER STRAINER 25 EA 1 2.2 2.4 0.00 0.00 79.97 87.97 5.36 124.29 82.75 300.37 11.10 12.21

2. 3. 1. . 48 SUPPORT 10% OF PIPING COMPONENT 735.9 735.9 0.00 0.00 2.57 1,891.30 470.98 2,126.79 1,706.94 6,196.01 0.45 331.16

2. 3. 1. . 49 RADIOGRAPH 3.1/3" x 6" SH'T 150 0.00 0.00 2.35 352.50 16.50 1,156.50 580.06 2,105.56 0.51 76.50

2. 3. 1. . 50 RADIOGRAPH 3.1/3" x 12" SH'T 46 0.00 0.00 2.35 108.10 5.06 354.66 177.89 645.71 0.51 23.46

Página 31



WEIGHT TOTAL COST


(KG) (TON)


MATERIAL

COST ($) ( C )

CONSTRUCTION


INDIRECT COST ($)


MANHOURS

TOTALUNIT

Código


2. 3. 2. . 2. SERVICE AIR PIPING 17.19 0.00 24,826.27 8,110.84 18,011.82 19,372.97 70,321.90 4,061.28


2. 3. 2. . 2 PIPE PIPE SCH80 PE ERW A53-B 25 M 257 3.2 823.7 0.00 0.00 1.79 460.75 180.18 193.05 317.12 1,151.10 0.29 74.65

2. 3. 2. . 3 PIPE PIPE SCH80 PE ERW A53-B 40 M 871 5.4 4704.5 0.00 0.00 4.08 3,554.50 1,393.92 1,489.75 2,448.07 8,886.24 0.65 566.28

2. 3. 2. . 4 PIPE PIPE SCH40 BE ERW A53-B 100 M 257 16.0 4118.4 0.00 0.00 11.49 2,957.53 1,160.87 1,245.82 2,039.71 7,403.93 1.84 473.62


2. 3. 2. . 6 PIPE PIPE SCH80 PE ERW A53-B(PE.C) 25 M 79 3.2 253.4 0.00 0.00 1.79 141.77 55.44 59.40 97.57 354.18 0.29 22.97

2. 3. 2. . 7 PIPE PIPE SCH40 BE ERW A53-B(PE.C) 100 M 271 16.0 4329.6 0.00 0.00 11.49 3,109.19 1,220.41 1,309.70 2,144.30 7,783.60 1.84 497.90

2. 3. 2. . 8 90 ELBOW 90 ELBOW 3000# SW A105 25 EA 63 0.5 28.2 0.00 0.00 6.19 388.11 152.36 163.65 267.74 971.86 0.99 62.07

2. 3. 2. . 9 90 ELBOW 90 ELBOW 3000# SW A105 40 EA 39 1.2 45.0 0.00 0.00 14.09 542.47 212.91 228.31 374.04 1,357.73 2.25 86.63

2. 3. 2. . 10 90 ELBOW 90 ELBOW SCH40 BW A234-WPB 100 EA 8 3.8 29.6 0.00 0.00 46.03 354.43 139.06 149.23 244.39 887.11 7.36 56.67

2. 3. 2. . 11 90 ELBOW 90 ELBOW 3000# SW A182-F304 25 EA 9 0.5 4.0 0.00 0.00 16.99 149.51 9.15 211.29 140.67 510.62 2.36 20.77

2. 3. 2. . 12 90 ELBOW 90 ELBOW 3000# SW A105(PE.C) 25 EA 7 0.5 3.0 0.00 0.00 6.19 40.85 16.04 17.23 28.18 102.30 0.99 6.53

2. 3. 2. . 13 90 ELBOW 90 ELBOW SCH40 BW A234-WPB(PE.C) 100 EA 9 3.8 33.8 0.00 0.00 46.03 405.06 158.93 170.54 279.30 1,013.83 7.36 64.77

2. 3. 2. . 14 TEE TEE 3000# SW A105 25 EA 14 0.7 9.4 0.00 0.00 12.46 178.18 69.93 75.08 122.89 446.08 1.99 28.46

2. 3. 2. . 15 TEE TEE 3000# SW A105 40 EA 14 1.3 18.9 0.00 0.00 18.65 266.70 104.68 112.26 183.90 667.54 2.98 42.61

2. 3. 2. . 16 TEE TEE 3000# SW A105 40 x 20 EA 8 1.3 10.2 0.00 0.00 18.65 143.61 56.36 60.45 99.02 359.44 2.98 22.95

2. 3. 2. . 17 TEE TEE 3000# SW A105 40 x 25 EA 70 1.3 92.9 0.00 0.00 18.65 1,312.96 515.33 552.64 905.33 3,286.26 2.98 209.79

2. 3. 2. . 18 CAP CAP 3000# NPT A105 40 EA 28 0.7 18.7 0.00 0.00 16.29 447.98 175.73 188.65 308.89 1,121.25 2.61 71.78



2. 3. 2. . 21 FULL COUPLING FULL COUPLING 3000# SW A105 40 EA 46 0.5 24.5 0.00 0.00 28.10 1,298.22 509.59 546.55 895.23 3,249.59 4.49 207.44

2. 3. 2. . 22 FULL COUPLING FULL COUPLING 3000# SW A182-F304 25 EA 6 0.3 1.5 0.00 0.00 33.98 186.89 11.39 264.11 175.82 638.21 4.72 25.96

2. 3. 2. . 23 FULL COUPLING FULL COUPLING 3000# SW A105(PE.C) 25 EA 9 0.3 2.4 0.00 0.00 12.46 109.65 43.03 46.20 75.62 274.50 1.99 17.51



2. 3. 2. . 26 SOCKOLET SOCKOLET 3000# SW A105(PE.C) 100 x 25 EA 1 0.3 0.3 0.00 0.00 6.19 6.81 2.67 2.87 4.70 17.05 0.99 1.09

2. 3. 2. . 27 FLANGE FLANGE SW SCH80 RF 150# A105 25 EA 6 0.9 4.8 0.00 0.00 7.01 38.56 15.13 16.23 26.59 96.51 1.12 6.16



2. 3. 2. . 30 FLANGE FLANGE SW SCH80 RF 150# A105(PE.C) 25 EA 4 0.9 3.8 0.00 0.00 7.01 30.84 12.10 12.98 21.26 77.18 1.12 4.93







2. 3. 2. . 37 GLOBE GLOBE 600# SW A105/13CR+STL BB OS&Y (167) 20 EA 8 3.9 30.0 0.00 0.00 7.01 53.98 21.18 22.72 37.22 135.10 1.12 8.62

2. 3. 2. . 38 GLOBE GLOBE 600# SW A105/13CR+STL BB OS&Y (167) 25 EA 80 6.4 513.9 0.00 0.00 7.01 562.90 220.83 236.89 388.08 1,408.70 1.12 89.94


2. 3. 2. . 40 GLOBE GLOBE 600# SW A182-F304/304+STL BB OS&Y (172) 25 EA 2 6.4 14.1 0.00 0.00 19.19 42.22 2.57 59.66 39.72 144.17 2.66 5.85



2. 3. 2. . 43 QUICK COUPLING QUICK COUPLING 25 EA 84 2.0 167.2 0.00 0.00 8.15 681.34 267.52 286.75 469.83 1,705.44 1.30 108.68

2. 3. 2. . 44 SUPPORT 10% OF PIPING COMPONENT 1562.5 1562.5 0.00 0.00 2.57 4,015.72 1,000.02 4,515.73 3,624.27 13,155.74 0.45 703.14

2. 3. 2. . 45 RADIOGRAPH 3.1/3" x 6" SH'T 403 0.00 0.00 2.35 947.05 44.33 3,107.13 1,558.43 5,656.94 0.51 205.53

2. 3. 2. . 46 RADIOGRAPH 3.1/3" x 12" SH'T 44 0.00 0.00 2.35 103.40 4.84 339.24 170.15 617.63 0.51 22.44

Página 32



WEIGHT TOTAL COST


(KG) (TON)


MATERIAL

COST ($) ( C )

CONSTRUCTION


INDIRECT COST ($)


MANHOURS

TOTALUNIT

Código


2. 3. 3. . 3. AIR REMOVABLE SYSTEM 1.85 0.00 3,489.72 1,077.50 3,296.80 2,990.21 10,854.23 600.00

2. 3. 3. . 1 PIPE PIPE SCH80 PE SMLS A106-B 20 M 12 2.2 26.4 0.00 0.00 1.79 21.48 8.40 9.00 14.78 53.66 0.29 3.48



2. 3. 3. . 4 PIPE PIPE SCH40 BE SMLS A106-B 80 M 59 11.3 671.2 0.00 0.00 7.33 435.40 171.07 183.55 300.40 1,090.42 1.17 69.50

2. 3. 3. . 5 PIPE PIPE SCH40 BE SMLS A106-B 100 M 12 16.0 192.0 0.00 0.00 11.49 137.88 54.12 58.08 95.09 345.17 1.84 22.08

2. 3. 3. . 6 90 ELBOW 90 ELBOW SCH40 BW A234-WPB 80 EA 21 2.0 42.6 0.00 0.00 29.25 611.33 239.72 257.28 421.43 1,529.76 4.68 97.81


2. 3. 3. . 8 TEE TEE SCH40 BW SMLS A234-WPB 80 EA 6 2.4 13.3 0.00 0.00 58.50 321.75 126.23 135.47 221.85 805.30 9.35 51.43

2. 3. 3. . 9 TEE TEE SCH40 BW SMLS A234-WPB 100 x 80 EA 1 4.1 4.5 0.00 0.00 91.98 101.18 39.69 42.59 69.76 253.22 14.71 16.18

2. 3. 3. . 10 REDUCER REDUCER ECC SCH40 BW SMLS A234-WPB 100 x 80 EA 1 1.5 1.6 0.00 0.00 40.25 44.28 17.37 18.63 30.53 110.81 6.44 7.08

2. 3. 3. . 11 CAP CAP 3000# NPT A105 25 EA 3 0.2 0.8 0.00 0.00 8.15 26.90 10.56 11.32 18.55 67.33 1.30 4.29











2. 3. 3. . 22 GASKET GASKET RF 4.5MM 300# SW(304+GRAP)IO:CS 50 EA 4 0.1 0.4 0.00 0.00 0.76 3.34 0.04 0.31 1.40 5.09 0.15 0.66



2. 3. 3. . 25 GATE GATE 300# BW SCH40 A216-WCB/13CR+STL BB OS&Y (200) 80 EA 8 56.0 431.2 0.00 0.00 29.25 225.23 88.32 94.79 155.27 563.61 4.68 36.04




2. 3. 3. . 29 GLOBEGLOBE 300# BW SCH40 A216-WCB/13CR+STL BB OS&Y

(205)80 EA 1 50.0 55.0 0.00 0.00 33.57 36.93 14.49 15.54 25.46 92.42 5.37 5.91

2. 3. 3. . 30 SUPPORT 10% OF PIPING COMPONENT 168.6 168.6 0.00 0.00 2.57 433.24 107.89 487.18 391.01 1,419.32 0.45 75.86

2. 3. 3. . 31 RADIOGRAPH 3.1/3" x 6" SH'T 208 0.00 0.00 2.35 488.80 22.88 1,603.68 804.35 2,919.71 0.51 106.08

2. 3. 3. . 32 RADIOGRAPH 3.1/3" x 12" SH'T 24 0.00 0.00 2.35 56.40 2.64 185.04 92.81 336.89 0.51 12.24

PLANT UTILITY PIPING SYSTEM 135.06 0.00 462,046.54 78,797.55 567,223.18 421,334.75 1,529,402.02 71,273.24

2. 4. 1. . 1. DEMI. WATER SYSTEM 10.16 0.00 133,336.14 8,526.92 189,239.99 125,899.59 457,002.64 18,741.43

2. 4. 1. . 1 PIPE PIPE SCH40S PE SMLS A312-TP304 20 M 7 1.7 11.2 0.00 0.00 24.39 160.97 9.83 227.44 151.43 549.67 3.39 22.37

2. 4. 1. . 2 PIPE PIPE SCH40S PE SMLS A312-TP304 25 M 13 2.5 33.0 0.00 0.00 24.39 321.95 19.67 454.87 302.86 1,099.35 3.39 44.75



2. 4. 1. . 5 PIPE PIPE SCH10S BE SMLS A312-TP304 80 M 26 6.5 171.6 0.00 0.00 87.96 2,322.14 141.50 3,281.26 2,184.46 7,929.36 12.21 322.34


2. 4. 1. . 7 PIPE PIPE SCH10S BE SMLS A312-TP304 150 M 79 14.0 1108.8 0.00 0.00 250.48 19,838.02 1,208.59 28,032.05 18,661.82 67,740.48 34.78 2,754.58


2. 4. 1. . 9 PIPE PIPE SCH10S BE SMLS A312-TP304(PE.C) 150 M 99 14.0 1386.0 0.00 0.00 250.48 24,797.52 1,510.74 35,040.06 23,327.27 84,675.59 34.78 3,443.22

Página 33



WEIGHT TOTAL COST


(KG) (TON)


MATERIAL

COST ($) ( C )

CONSTRUCTION


INDIRECT COST ($)


MANHOURS

TOTALUNIT

Código


2. 4. 1. . 10 90 ELBOW 90 ELBOW 3000# SW A182-F304 40 EA 21 1.2 24.5 0.00 0.00 38.38 802.14 48.91 1,133.41 754.58 2,739.04 5.33 111.40

2. 4. 1. . 11 90 ELBOW 90 ELBOW 3000# SW A182-F304 50 EA 21 1.6 33.9 0.00 0.00 38.38 802.14 48.91 1,133.41 754.58 2,739.04 5.33 111.40

2. 4. 1. . 12 90 ELBOW 90 ELBOW SCH10S BW A403-WP304 80 EA 7 1.2 7.7 0.00 0.00 61.57 406.36 24.75 574.20 382.26 1,387.57 8.55 56.43


2. 4. 1. . 14 90 ELBOW 90 ELBOW SCH10S BW A403-WP304 150 EA 31 5.0 152.8 0.00 0.00 175.52 5,406.02 329.25 7,638.71 5,085.36 18,459.34 24.37 750.60


2. 4. 1. . 16 90 ELBOW 90 ELBOW SCH10S BW A403-WP304(PE.C) 150 EA 8 5.0 38.2 0.00 0.00 175.52 1,351.50 82.31 1,909.68 1,271.34 4,614.83 24.37 187.65

2. 4. 1. . 17 45 ELBOW 45 ELBOW SCH10S BW A403-WP304 80 EA 1 0.6 0.6 0.00 0.00 61.57 67.73 4.13 95.70 63.71 231.27 8.55 9.41

2. 4. 1. . 18 45 ELBOW 45 ELBOW SCH10S BW A403-WP304 200 EA 1 4.8 5.3 0.00 0.00 282.88 311.17 18.95 439.67 292.71 1,062.50 39.28 43.21

2. 4. 1. . 19 TEE TEE 3000# SW A182-F304 50 x 25 EA 1 2.0 2.2 0.00 0.00 76.77 84.45 5.15 119.32 79.44 288.36 10.66 11.73



2. 4. 1. . 22 TEE TEE SCH10S BW SMLS A403-WP304 150 EA 1 12.4 13.6 0.00 0.00 523.97 576.37 35.11 814.40 542.18 1,968.06 72.76 80.04

2. 4. 1. . 23 TEE TEE SCH10S BW SMLS A403-WP304 150 x 100 EA 2 12.4 27.2 0.00 0.00 523.97 1,152.73 70.22 1,628.79 1,084.35 3,936.09 72.76 160.07

2. 4. 1. . 24 TEE TEE SCH10S BW SMLS A403-WP304 150 x 80 EA 2 12.4 27.2 0.00 0.00 523.97 1,152.73 70.22 1,628.79 1,084.35 3,936.09 72.76 160.07

2. 4. 1. . 25 TEE TEE SCH10S BW SMLS A403-WP304 200 EA 1 20.0 22.0 0.00 0.00 908.20 999.02 60.85 1,411.60 939.76 3,411.23 126.11 138.72

2. 4. 1. . 26 REDUCER REDUCER ECC SCH10S BW SMLS A403-WP304 150 x 100 EA 2 2.8 6.1 0.00 0.00 218.30 480.26 29.26 678.61 451.78 1,639.91 30.31 66.68

2. 4. 1. . 27 REDUCER REDUCER ECC SCH10S BW SMLS A403-WP304 200 x 150 EA 2 2.7 6.0 0.00 0.00 397.42 874.32 53.26 1,235.43 822.47 2,985.48 55.19 121.42

2. 4. 1. . 28 CAP CAP 3000# NPT A182-F304 25 EA 7 0.2 1.5 0.00 0.00 19.99 131.93 8.05 186.45 124.12 450.55 2.78 18.35










2. 4. 1. . 38 FLANGE FLANGE WN SCH10S RF 150# A182-F304 80 EA 3 5.2 17.1 0.00 0.00 61.57 203.18 12.38 287.10 191.13 693.79 8.55 28.22

2. 4. 1. . 39 FLANGE FLANGE WN SCH10S RF 150# A182-F304 100 EA 8 7.3 56.4 0.00 0.00 94.36 726.57 44.28 1,026.64 683.48 2,480.97 13.10 100.87

2. 4. 1. . 40 FLANGE FLANGE WN SCH10S RF 150# A182-F304 150 EA 8 11.3 86.7 0.00 0.00 175.52 1,351.50 82.31 1,909.68 1,271.34 4,614.83 24.37 187.65

2. 4. 1. . 41 FLANGE FLANGE WN SCH10S RF 150# A182-F304 200 EA 7 17.7 116.7 0.00 0.00 282.88 1,867.01 113.72 2,638.02 1,756.25 6,375.00 39.28 259.25

2. 4. 1. . 42 FLANGE FLANGE WN SCH10S RF 150# A182-F304(PE.C) 150 EA 2 11.3 24.8 0.00 0.00 175.52 386.14 23.52 545.62 363.24 1,318.52 24.37 53.61












2. 4. 1. . 54 GATE GATE 600# SW A182-F304/304+STL BB OS&Y (160) 50 EA 1 16.5 18.2 0.00 0.00 44.58 49.04 2.99 69.29 46.13 167.45 6.19 6.81

2. 4. 1. . 55 GATE GATE 150# BW SCH10S A351-CF8/304+STL BB OS&Y (407) 100 EA 4 58.0 255.2 0.00 0.00 125.75 553.30 33.70 781.79 520.47 1,889.26 17.46 76.82

2. 4. 1. . 56 GATE GATE 150# BW SCH10S A351-CF8/304+STL BB OS&Y (407) 150 EA 4 100.0 440.0 0.00 0.00 262.08 1,153.15 70.22 1,629.41 1,084.75 3,937.53 36.39 160.12

Página 34



WEIGHT TOTAL COST


(KG) (TON)


MATERIAL

COST ($) ( C )

CONSTRUCTION


INDIRECT COST ($)


MANHOURS

TOTALUNIT

Código


2. 4. 1. . 57 GATE GATE 150# BW SCH10S A351-CF8/304+STL BB OS&Y (407) 200 EA 2 154.0 338.8 0.00 0.00 454.19 999.22 60.87 1,411.92 939.96 3,411.97 63.07 138.75



2. 4. 1. . 60 CHECK CHECK 600# SW A105/13CR+STL BC LIFT (179) 50 EA 1 16.0 17.6 0.00 0.00 39.98 43.98 2.68 62.14 41.37 150.17 5.55 6.11

2. 4. 1. . 61 CHECKCHECK 150# BW SCH10S A351-CF8/304+STL BC SWING

(426)150 EA 2 68.0 149.6 0.00 0.00 235.29 517.64 31.53 731.43 486.94 1,767.54 32.67 71.87

2. 4. 1. . 62 EXPANSION JOINT EXPANSION JOINT 100 EA 1 16.5 18.2 0.00 0.00 119.95 131.95 8.04 186.43 124.12 450.54 16.66 18.33

2. 4. 1. . 63 INSULATION KIT INSULATION KIT 150 EA 1 1.5 1.7 0.00 0.00 30.27 33.30 0.62 3.14 14.09 51.15 6.00 6.60

2. 4. 1. . 64 STRAINER STRAINER 200 EA 2 155.0 341.0 0.00 0.00 159.93 351.85 21.43 497.16 330.98 1,201.42 22.21 48.86


2. 4. 1. . 66 RADIOGRAPH 3.1/3" x 6" SH'T 377 0.00 0.00 2.35 885.95 41.47 2,906.67 1,457.89 5,291.98 0.51 192.27

2. 4. 1. . 67 RADIOGRAPH 3.1/3" x 12" SH'T 167 0.00 0.00 2.35 392.45 18.37 1,287.57 645.80 2,344.19 0.51 85.17

2. 4. 2. . 2. SERVICE WATER SYSTEM 43.74 0.00 68,916.36 24,341.18 41,338.95 51,179.33 185,775.82 11,340.97


2. 4. 2. . 2 PIPE PIPE SCH80 PE ERW A53-B 25 M 271 3.2 865.9 0.00 0.00 1.79 484.37 189.42 202.95 333.37 1,210.11 0.29 78.47


2. 4. 2. . 4 PIPE PIPE SCH80 PE ERW A53-B 50 M 997 7.5 7474.5 0.00 0.00 4.08 4,066.13 1,594.56 1,704.19 2,800.44 10,165.32 0.65 647.79

2. 4. 2. . 5 PIPE PIPE SCH40 BE ERW A53-B 80 M 805 11.3 9098.8 0.00 0.00 7.33 5,902.12 2,318.98 2,488.07 4,072.09 14,781.26 1.17 942.08

2. 4. 2. . 6 PIPE PIPE SCH40 BE ERW A53-B 100 M 59 16.0 950.4 0.00 0.00 11.49 682.51 267.89 287.50 470.70 1,708.60 1.84 109.30


2. 4. 2. . 8 PIPE PIPE SCH40 BE ERW A53-B 200 M 26 42.6 1124.6 0.00 0.00 41.47 1,094.81 429.53 460.94 754.89 2,740.17 6.63 175.03


2. 4. 2. . 10 PIPE PIPE SCH40 BE ERW A53-B(PE.C) 150 M 106 28.2 2977.9 0.00 0.00 23.95 2,529.12 992.64 1,064.45 1,743.87 6,330.08 3.83 404.45



2. 4. 2. . 13 90 ELBOW 90 ELBOW 3000# SW A105 50 EA 130 1.6 210.3 0.00 0.00 14.09 1,828.88 717.79 769.71 1,261.03 4,577.41 2.25 292.05

2. 4. 2. . 14 90 ELBOW 90 ELBOW SCH40 BW A234-WPB 80 EA 65 2.0 132.4 0.00 0.00 29.25 1,898.33 744.40 798.92 1,308.66 4,750.31 4.68 303.73






2. 4. 2. . 20 TEE TEE 3000# SW A105 25 EA 32 0.7 21.1 0.00 0.00 12.46 397.47 155.99 167.48 274.13 995.07 1.99 63.48

2. 4. 2. . 21 TEE TEE 3000# SW A105 25 x 20 EA 3 0.7 2.2 0.00 0.00 12.46 41.12 16.14 17.33 28.36 102.95 1.99 6.57

2. 4. 2. . 22 TEE TEE 3000# SW A105 50 EA 26 2.0 52.8 0.00 0.00 28.10 741.84 291.19 312.31 511.56 1,856.90 4.49 118.54

2. 4. 2. . 23 TEE TEE 3000# SW A105 50 x 25 EA 48 2.0 96.8 0.00 0.00 28.10 1,360.04 533.85 572.57 937.85 3,404.31 4.49 217.32

2. 4. 2. . 24 TEE TEE SCH40 BW WELD A234-WPB 80 EA 26 2.4 63.6 0.00 0.00 58.50 1,544.40 605.88 650.23 1,064.87 3,865.38 9.35 246.84





2. 4. 2. . 29 REDUCER REDUCER CON SCH40 BW WELD A234-WPB 150 x 100 EA 2 3.6 7.9 0.00 0.00 79.84 175.65 68.90 73.94 121.10 439.59 12.77 28.09

2. 4. 2. . 30 REDUCER REDUCER ECC SCH40 BW WELD A234-WPB 80 x 65 EA 2 0.9 2.1 0.00 0.00 26.81 58.98 23.12 24.82 40.66 147.58 4.29 9.44

2. 4. 2. . 31 REDUCER REDUCER ECC SCH40 BW WELD A234-WPB 200 x 150 EA 4 5.7 25.1 0.00 0.00 145.34 639.50 250.89 269.24 440.94 1,600.57 23.24 102.26

2. 4. 2. . 32 SWAGE SWAGE ECC SCH40 BLE/PSE SMLS A234-WPB 80 x 50 EA 12 1.0 12.1 0.00 0.00 29.25 353.93 138.79 148.95 243.99 885.66 4.68 56.63

2. 4. 2. . 33 CAP CAP 3000# NPT A105 25 EA 31 0.2 7.1 0.00 0.00 8.15 251.02 98.56 105.64 173.09 628.31 1.30 40.04

2. 4. 2. . 34 CAP CAP 3000# NPT A105 50 EA 12 1.1 13.3 0.00 0.00 16.29 197.11 77.32 83.01 135.91 493.35 2.61 31.58

Página 35



WEIGHT TOTAL COST


(KG) (TON)


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CONSTRUCTION


INDIRECT COST ($)


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TOTALUNIT

Código


2. 4. 2. . 35 CAP CAP SCH40 BW A234-WPB 80 EA 24 0.7 16.2 0.00 0.00 29.25 707.85 277.57 297.90 487.97 1,771.29 4.68 113.26
















2. 4. 2. . 51 FLANGE FLANGE WN SCH40 RF 150# A105 100 EA 22 7.3 161.0 0.00 0.00 46.03 1,012.66 397.32 426.36 698.26 2,534.60 7.36 161.92


2. 4. 2. . 53 FLANGE FLANGE WN SCH40 RF 150# A105 200 EA 13 17.7 233.4 0.00 0.00 166.12 2,192.78 860.24 923.08 1,511.88 5,487.98 26.56 350.59













2. 4. 2. . 66 GATE GATE 600# SW A105/13CR+STL BB OS&Y (155) 50 EA 9 16.5 145.2 0.00 0.00 16.29 143.35 56.23 60.37 98.84 358.79 2.61 22.97



2. 4. 2. . 69 GATE GATE 150# BW SCH40 A216-WCB/13CR+STL BB OS&Y (401) 150 EA 4 100.0 440.0 0.00 0.00 95.89 421.92 165.53 177.63 290.92 1,056.00 15.33 67.45

2. 4. 2. . 70 GATE GATE 150# BW SCH40 A216-WCB/13CR+STL BB OS&Y (401) 200 EA 4 154.0 677.6 0.00 0.00 166.12 730.93 286.75 307.69 503.96 1,829.33 26.56 116.86


2. 4. 2. . 72 GLOBE GLOBE 600# SW A105/13CR+STL BB OS&Y (167) 25 EA 109 6.4 697.0 0.00 0.00 7.01 763.39 299.48 321.26 526.31 1,910.44 1.12 121.97



(409)80 EA 1 31.0 34.1 0.00 0.00 29.25 32.18 12.62 13.54 22.18 80.52 4.68 5.15

2. 4. 2. . 75 CHECK CHECK 150# BW SCH40 A216-WCB/316+STL BC SWING (416) 150 EA 4 68.0 299.2 0.00 0.00 95.89 421.92 165.53 177.63 290.92 1,056.00 15.33 67.45

2. 4. 2. . 76 BALL BALL 150# RF A216-WCB/304+PTFE FULL 25 EA 3 4.0 13.2 0.00 0.00 6.19 20.43 8.02 8.61 14.09 51.15 0.99 3.27

2. 4. 2. . 77 EXPANSION JOINT EXPANSION JOINT 100 EA 2 16.5 36.3 0.00 0.00 48.88 107.54 42.20 45.28 74.15 269.17 7.82 17.20



2. 4. 2. . 80 QUICK COUPLING QUICK COUPLING 25 EA 84 2.0 167.2 0.00 0.00 8.15 681.34 267.52 286.75 469.83 1,705.44 1.30 108.68


Página 36



WEIGHT TOTAL COST


(KG) (TON)


MATERIAL

COST ($) ( C )

CONSTRUCTION


INDIRECT COST ($)


MANHOURS

TOTALUNIT

Código



2. 4. 2. . 83 SUPPORT 10% OF PIPING COMPONENT 3976.3 3976.3 0.00 0.00 2.57 10,218.99 2,544.81 11,491.40 9,222.87 33,478.07 0.45 1,789.32

2. 4. 2. . 84 RADIOGRAPH 3.1/3" x 6" SH'T 629 0.00 0.00 2.35 1,478.15 69.19 4,849.59 2,432.39 8,829.32 0.51 320.79

2. 4. 2. . 85 RADIOGRAPH 3.1/3" x 12" SH'T 209 0.00 0.00 2.35 491.15 22.99 1,611.39 808.22 2,933.75 0.51 106.59

2. 4. 3. . 3. SAMPLING SYSTEM 3.48 0.00 25,961.84 2,359.36 50,404.64 29,934.96 108,660.80 4,392.13

2. 4. 3. . 1 PIPE PIPE SCH80 PE SMLS A335-P91 20 M 515 2.2 1132.6 0.00 0.00 1.13 581.72 180.18 267.70 391.50 1,421.10 0.16 82.37

2. 4. 3. . 2 PIPE PIPE SCH160 PE SMLS A335-P91 20 M 381 2.9 1103.7 0.00 0.00 1.20 456.72 140.82 209.33 306.81 1,113.68 0.17 64.70

2. 4. 3. . 3 PIPE PIPE SCH40S PE SMLS A312-TP304L 20 M 409 1.7 695.6 0.00 0.00 24.39 9,980.39 609.71 14,101.03 9,388.63 34,079.76 3.39 1,387.19

2. 4. 3. . 4 90 ELBOW 90 ELBOW 3000# SW A182-F304L 20 EA 79 0.3 25.3 0.00 0.00 16.99 1,345.61 82.37 1,901.59 1,266.05 4,595.62 2.36 186.91

2. 4. 3. . 5 90 ELBOW 90 ELBOW 6000# SW A182-F91 20 EA 174 0.7 114.7 0.00 0.00 7.40 1,286.12 396.26 587.44 863.08 3,132.90 1.06 184.23

2. 4. 3. . 6 FULL COUPLING FULL COUPLING 3000# SW A182-F304L 20 EA 29 0.2 5.4 0.00 0.00 33.98 971.83 59.20 1,373.37 914.26 3,318.66 4.72 134.99


2. 4. 3. . 8 FLANGE FLANGE SW RF 150# A182-F304L 20 EA 9 0.6 5.2 0.00 0.00 16.99 149.51 9.15 211.29 140.67 510.62 2.36 20.77

2. 4. 3. . 9 FLANGE FLANGE SW SCH80 RF 600# A182-F91 20 EA 15 1.4 20.9 0.00 0.00 6.62 101.95 31.42 46.51 68.40 248.28 0.95 14.63

2. 4. 3. . 10 FLANGE FLANGE SW SCH160 RTJ 2500# A182-F91 20 EA 12 1.4 16.5 0.00 0.00 7.40 89.54 27.59 40.90 60.09 218.12 1.06 12.83



2. 4. 3. . 13 BOLT/NUT BOLT/NUT (STUD/H.HEX) A193-B8M/A194-8M 1/2 x 65 SET 34 0.2 6.8 0.00 0.00 0.76 25.92 0.34 2.39 10.89 39.54 0.15 5.12

2. 4. 3. . 14 GASKET GASKET RF 4.5MM 150# SW(304L+GRAP)IO:304L 20 EA 9 0.1 0.9 0.00 0.00 0.76 6.69 0.09 0.62 2.81 10.21 0.15 1.32

2. 4. 3. . 15 GASKET GASKET RF 4.5MM 600# SW(316+GRAP)IO:316 20 EA 15 0.1 1.5 0.00 0.00 0.76 11.70 0.15 1.08 4.92 17.85 0.15 2.31

2. 4. 3. . 16 GASKET GASKET RTJ 4.5MM 2500# OCTAGONAL(316L) 20 EA 12 0.1 1.2 0.00 0.00 0.76 9.20 0.12 0.85 3.87 14.04 0.15 1.82

2. 4. 3. . 17 SUPPORT 10% OF PIPING COMPONENT 316.5 316.5 0.00 0.00 2.57 813.29 202.53 914.56 734.01 2,664.39 0.45 142.41

2. 4. 3. . 18 RADIOGRAPH 3.1/3" x 6" SH'T 3950 0.00 0.00 2.35 9,282.50 434.50 30,454.50 15,274.93 55,446.43 0.51 2,014.50

2. 4. 4. . 4. CHEMICAL SYSTEM 10.52 0.00 120,621.19 7,703.88 183,462.80 118,555.15 430,343.02 17,469.69

2. 4. 4. . 1 PIPE PIPE SCH40S PE SMLS A312-TP304L 25 M 3571 2.5 8926.5 0.00 0.00 24.39 87,086.93 5,320.19 123,042.88 81,923.35 297,373.35 3.39 12,104.33

2. 4. 4. . 2 90 ELBOW 90 ELBOW 3000# SW A182-F304L 25 EA 367 0.5 165.3 0.00 0.00 16.99 6,242.13 382.10 8,821.27 5,873.04 21,318.54 2.36 867.06

2. 4. 4. . 3 TEE TEE 3000# SW A182-F304L 25 EA 24 0.7 16.0 0.00 0.00 33.98 822.32 50.09 1,162.08 773.60 2,808.09 4.72 114.22

2. 4. 4. . 4 CAP CAP 3000# NPT A182-F304L 25 EA 12 0.2 2.8 0.00 0.00 19.99 241.88 14.76 341.83 227.56 826.03 2.78 33.64

2. 4. 4. . 5 FULL COUPLING FULL COUPLING 3000# SW A182-F304L 25 EA 421 0.3 113.8 0.00 0.00 33.98 14,315.77 872.09 20,230.83 13,467.71 48,886.40 4.72 1,988.54

2. 4. 4. . 6 FLANGE FLANGE SW SCH40S RF 300# A182-F304L 25 EA 35 1.4 50.7 0.00 0.00 16.99 598.05 36.61 845.15 562.69 2,042.50 2.36 83.07

2. 4. 4. . 7 BOLT/NUT BOLT/NUT (STUD/H.HEX) A193-B8M/A194-8M 5/8 x 80 SET 176 0.2 35.2 0.00 0.00 1.92 337.92 7.04 31.68 143.21 519.85 0.38 66.88

2. 4. 4. . 8 GASKET GASKET RF 4.5MM 300# SW(304L+GRAP)IO:304L 25 EA 62 0.1 6.2 0.00 0.00 0.76 46.82 0.62 4.31 19.68 71.43 0.15 9.24

2. 4. 4. . 9 GATE GATE 600# SW A182-F304L/304+STL BB OS&Y (161) 25 EA 1 5.2 5.7 0.00 0.00 19.19 21.11 1.29 29.83 19.86 72.09 2.66 2.93

2. 4. 4. . 10 GLOBE GLOBE 600# SW A182-F304L/304+STL BB OS&Y (173) 25 EA 18 6.4 112.6 0.00 0.00 19.19 337.74 20.59 477.31 317.75 1,153.39 2.66 46.82

2. 4. 4. . 11 CHECK CHECK 600# SW A182-F304L/304+STL BC LIFT (184) 25 EA 25 5.0 125.2 0.00 0.00 19.19 485.51 29.60 686.14 456.77 1,658.02 2.66 67.30


2. 4. 4. . 13 RADIOGRAPH 3.1/3" x 6" SH'T 3246 0.00 0.00 2.35 7,628.10 357.06 25,026.66 12,552.51 45,564.33 0.51 1,655.46

2. 4. 5. . 5. NITROGEN SYSTEM 5.20 0.00 12,798.80 3,524.90 16,948.85 12,651.67 45,924.22 2,280.82



2. 4. 5. . 3 PIPE PIPE SCH80 PE SMLS A106-B 40 M 580 5.4 3130.4 0.00 0.00 4.08 2,365.18 927.52 991.29 1,628.96 5,912.95 0.65 376.81


2. 4. 5. . 5 PIPE PIPE SCH40 BE SMLS A106-B 100 M 7 16.0 105.6 0.00 0.00 11.49 75.83 29.77 31.94 52.30 189.84 1.84 12.14


Página 37



WEIGHT TOTAL COST


(KG) (TON)


MATERIAL

COST ($) ( C )

CONSTRUCTION


INDIRECT COST ($)


MANHOURS

TOTALUNIT

Código




2. 4. 5. . 9 TEE TEE 3000# SW A105 25 EA 3 0.7 2.2 0.00 0.00 12.46 41.12 16.14 17.33 28.36 102.95 1.99 6.57

2. 4. 5. . 10 TEE TEE 3000# SW A105 25 x 20 EA 1 0.7 0.7 0.00 0.00 12.46 13.71 5.38 5.78 9.46 34.33 1.99 2.19

2. 4. 5. . 11 TEE TEE 3000# SW A105 40 EA 15 1.3 20.3 0.00 0.00 18.65 287.21 112.73 120.89 198.04 718.87 2.98 45.89

2. 4. 5. . 12 TEE TEE 3000# SW A105 40 x 20 EA 7 1.3 8.7 0.00 0.00 18.65 123.09 48.31 51.81 84.87 308.08 2.98 19.67

2. 4. 5. . 13 TEE TEE 3000# SW A105 40 x 25 EA 3 1.3 4.4 0.00 0.00 18.65 61.55 24.16 25.91 42.44 154.06 2.98 9.83

2. 4. 5. . 14 SWAGE SWAGE ECC SCH80 PBE SMLS A234-WPB 40 x 25 EA 3 0.5 1.7 0.00 0.00 10.51 34.68 13.60 14.59 23.91 86.78 1.68 5.54



2. 4. 5. . 17 CAP CAP 3000# NPT A105 25 EA 3 0.2 0.8 0.00 0.00 8.15 26.90 10.56 11.32 18.55 67.33 1.30 4.29

2. 4. 5. . 18 CAP CAP 3000# NPT A105 40 EA 1 0.7 0.7 0.00 0.00 16.29 17.92 7.03 7.55 12.36 44.86 2.61 2.87


2. 4. 5. . 20 FULL COUPLING FULL COUPLING 3000# SW A105 40 EA 74 0.5 39.1 0.00 0.00 28.10 2,070.97 812.91 871.87 1,428.10 5,183.85 4.49 330.91

















2. 4. 5. . 37 NEEDLE NEEDLE 600# SW A105/13CR+STL BB OS&Y 25 EA 1 6.4 7.0 0.00 0.00 7.01 7.71 3.03 3.25 5.32 19.31 1.12 1.23

2. 4. 5. . 38 NEEDLE NEEDLE 600# SW A105/13CR+STL BB OS&Y 40 EA 3 12.0 39.6 0.00 0.00 10.51 34.68 13.60 14.59 23.91 86.78 1.68 5.54


2. 4. 5. . 40 RADIOGRAPH 3.1/3" x 6" SH'T 1582 0.00 0.00 2.35 3,717.70 174.02 12,197.22 6,117.71 22,206.65 0.51 806.82

2. 4. 5. . 41 RADIOGRAPH 3.1/3" x 12" SH'T 15 0.00 0.00 2.35 35.25 1.65 115.65 58.01 210.56 0.51 7.65

2. 4. 6. . 6. WASTE WATER SYSTEM 61.96 0.00 100,412.21 32,341.31 85,827.95 83,114.05 301,695.52 17,048.20




2. 4. 6. . 4 PIPE PIPE SCH80 PE SMLS A106-B 50 M 356 7.5 2673.0 0.00 0.00 4.08 1,454.11 570.24 609.44 1,001.48 3,635.27 0.65 231.66

2. 4. 6. . 5 PIPE PIPE SCH40 BE SMLS A106-B 80 M 429 11.3 4847.7 0.00 0.00 7.33 3,144.57 1,235.52 1,325.61 2,169.55 7,875.25 1.17 501.93

2. 4. 6. . 6 PIPE PIPE SCH40 BE SMLS A106-B 100 M 1148 16.0 18374.4 0.00 0.00 11.49 13,195.12 5,179.28 5,558.26 9,100.23 33,032.89 1.84 2,113.06

2. 4. 6. . 7 PIPE PIPE SCH40 BE SMLS A106-B 150 M 409 28.2 11539.4 0.00 0.00 23.95 9,800.34 3,846.48 4,124.74 6,757.51 24,529.07 3.83 1,567.24

2. 4. 6. . 8 PIPE PIPE SCH80 PE ERW A53-B(PE.C) 50 M 66 7.5 495.0 0.00 0.00 4.08 269.28 105.60 112.86 185.46 673.20 0.65 42.90

2. 4. 6. . 9 PIPE PIPE SCH40 BE ERW A53-B(PE.C) 80 M 33 11.3 372.9 0.00 0.00 7.33 241.89 95.04 101.97 166.89 605.79 1.17 38.61


Página 38



WEIGHT TOTAL COST


(KG) (TON)


MATERIAL

COST ($) ( C )

CONSTRUCTION


INDIRECT COST ($)


MANHOURS

TOTALUNIT

Código


2. 4. 6. . 11 PIPE PIPE SCH40 BE ERW A53-B(PE.C) 150 M 152 28.2 4280.8 0.00 0.00 23.95 3,635.61 1,426.92 1,530.14 2,506.82 9,099.49 3.83 581.39




2. 4. 6. . 15 90 ELBOW 90 ELBOW SCH40 BW A234-WPB 100 EA 164 3.8 629.4 0.00 0.00 46.03 7,544.32 2,960.03 3,176.38 5,202.00 18,882.73 7.36 1,206.30


2. 4. 6. . 17 90 ELBOW 90 ELBOW 3000# SW A105(PE.C) 50 EA 6 1.6 8.9 0.00 0.00 14.09 77.50 30.42 32.62 53.44 193.98 2.25 12.38





2. 4. 6. . 22 TEE TEE 3000# SW A105 25 EA 14 0.7 9.4 0.00 0.00 12.46 178.18 69.93 75.08 122.89 446.08 1.99 28.46

2. 4. 6. . 23 TEE TEE 3000# SW A105 50 x 20 EA 11 2.0 22.0 0.00 0.00 28.10 309.10 121.33 130.13 213.15 773.71 4.49 49.39

2. 4. 6. . 24 TEE TEE 3000# SW A105 50 x 25 EA 2 2.0 4.4 0.00 0.00 28.10 61.82 24.27 26.03 42.63 154.75 4.49 9.88

2. 4. 6. . 25 TEE TEE SCH40 BW SMLS A234-WPB 100 EA 31 4.1 126.9 0.00 0.00 91.98 2,832.98 1,111.26 1,192.58 1,953.24 7,090.06 14.71 453.07

2. 4. 6. . 26 TEE TEE SCH40 BW SMLS A234-WPB 100 x 80 EA 24 4.1 99.7 0.00 0.00 91.98 2,225.92 873.14 937.02 1,534.69 5,570.77 14.71 355.98

2. 4. 6. . 27 TEE TEE SCH40 BW SMLS A234-WPB 150 x 100 EA 6 9.6 52.7 0.00 0.00 191.70 1,054.35 413.60 443.85 726.95 2,638.75 30.65 168.58

2. 4. 6. . 28 REDUCER REDUCER CON 3000# SW A105 50 x 20 EA 1 0.8 0.9 0.00 0.00 9.69 10.66 4.18 4.49 7.35 26.68 1.55 1.71

2. 4. 6. . 29 REDUCER REDUCER CON SCH40 BW SMLS A234-WPB 100 x 80 EA 25 1.5 36.7 0.00 0.00 40.25 1,018.33 399.49 428.58 702.08 2,548.48 6.44 162.93

2. 4. 6. . 30 REDUCER REDUCER CON SCH40 BW SMLS A234-WPB 150 x 100 EA 1 3.6 3.9 0.00 0.00 79.84 87.82 34.45 36.97 60.55 219.79 12.77 14.05

2. 4. 6. . 31 REDUCER REDUCER ECC SCH40 BW SMLS A234-WPB 100 x 80 EA 24 1.5 35.1 0.00 0.00 40.25 974.05 382.12 409.95 671.55 2,437.67 6.44 155.85

2. 4. 6. . 32 REDUCER REDUCER ECC SCH40 BW SMLS A234-WPB 150 x 100 EA 2 3.6 7.9 0.00 0.00 79.84 175.65 68.90 73.94 121.10 439.59 12.77 28.09

2. 4. 6. . 33 SWAGE SWAGE CON SCH80 PBE SMLS A234-WPB 50 x 20 EA 1 0.8 0.9 0.00 0.00 16.29 17.92 7.03 7.55 12.36 44.86 2.61 2.87

2. 4. 6. . 34 SWAGE SWAGE CON SCH80 PBE SMLS A234-WPB 50 x 25 EA 11 0.8 8.7 0.00 0.00 16.29 179.19 70.29 75.46 123.56 448.50 2.61 28.71

2. 4. 6. . 35 CAP CAP 3000# NPT A105 25 EA 26 0.2 6.1 0.00 0.00 8.15 215.16 84.48 90.55 148.37 538.56 1.30 34.32




2. 4. 6. . 39 FULL COUPLING FULL COUPLING 3000# SW A105(PE.C) 50 EA 7 0.8 5.2 0.00 0.00 28.10 185.46 72.80 78.08 127.89 464.23 4.49 29.63














2. 4. 6. . 53 FLANGE FLANGE SW SCH80 RF 150# A105(PE.C) 50 EA 2 2.3 5.1 0.00 0.00 16.29 35.84 14.06 15.09 24.71 89.70 2.61 5.74





Página 39



WEIGHT TOTAL COST


(KG) (TON)


MATERIAL

COST ($) ( C )

CONSTRUCTION


INDIRECT COST ($)


MANHOURS

TOTALUNIT

Código




2. 4. 6. . 60 BOLT/NUT BOLT/NUT (STUD/H.HEX) A193-B7/A194-2H 5/8 x 95 SET 651 0.2 130.2 0.00 0.00 1.92 1,250.30 26.05 117.22 529.90 1,923.47 0.38 247.46













2. 4. 6. . 73 GATE GATE 150# BW SCH40 A216-WCB/13CR+STL BB OS&Y (401) 100 EA 75 58.0 4338.4 0.00 0.00 46.03 3,443.04 1,350.89 1,449.62 2,374.07 8,617.62 7.36 550.53





(409)80 EA 12 31.0 375.1 0.00 0.00 29.25 353.93 138.79 148.95 243.99 885.66 4.68 56.63


(409)100 EA 1 53.0 58.3 0.00 0.00 46.03 50.63 19.87 21.32 34.91 126.73 7.36 8.10



2. 4. 6. . 81 CHECKCHECK 150# BW SCH40 A216-WCB/13CR+STL BC SWING

(416)100 EA 24 39.0 943.8 0.00 0.00 46.03 1,113.93 437.05 469.00 768.08 2,788.06 7.36 178.11





2. 4. 6. . 86 STRAINER STRAINER 100 EA 22 42.5 935.0 0.00 0.00 81.47 1,792.34 703.12 754.60 1,235.81 4,485.87 13.03 286.66


2. 4. 6. . 88 SUPPORT 10% OF PIPING COMPONENT 5632.9 5632.9 0.00 0.00 2.57 14,476.58 3,605.06 16,279.11 13,065.43 47,426.18 0.45 2,534.81

2. 4. 6. . 89 RADIOGRAPH 3.1/3" x 6" SH'T 2294 0.00 0.00 2.35 5,390.90 252.34 17,686.74 8,871.06 32,201.04 0.51 1,169.94

2. 4. 6. . 90 RADIOGRAPH 3.1/3" x 12" SH'T 2784 0.00 0.00 2.35 6,542.40 306.24 21,464.64 10,765.93 39,079.21 0.51 1,419.84

MISCELLANEOUS 81.07 0.00 203,011.03 78,357.26 84,343.71 139,059.45 504,771.45 32,590.14

2. 5. 1. . 1. STEAM BLOWING SYSTEM 81.07 0.00 203,011.03 78,357.26 84,343.71 139,059.45 504,771.45 32,590.14

2. 5. 1. . 1 PIPE PIPE, A53 GR. B SCH.80 ERW PE 15 M 6 2.0 12.0 0.00 0.00 1.79 10.74 4.20 4.50 7.39 26.83 0.29 1.74



2. 5. 1. . 4 PIPE PIPE, A53 GR. B SCH.40 ERW BE 100 M 18 16.0 288.0 0.00 0.00 11.49 206.82 81.18 87.12 142.64 517.76 1.84 33.12

2. 5. 1. . 5 PIPE PIPE, A53 GR. B SCH.40 ERW BE 125 M 24 21.7 520.8 0.00 0.00 23.95 574.80 225.60 241.92 396.33 1,438.65 3.83 91.92

2. 5. 1. . 6 PIPE PIPE, A53 GR. B SCH.40 ERW BE 150 M 12 28.2 338.4 0.00 0.00 23.95 287.40 112.80 120.96 198.17 719.33 3.83 45.96

2. 5. 1. . 7 PIPE PIPE, A53 GR. B SCH.40 ERW BE 200 M 84 42.6 3578.4 0.00 0.00 41.47 3,483.48 1,366.68 1,466.64 2,401.92 8,718.72 6.63 556.92

2. 5. 1. . 8 PIPE PIPE, A53 GR. B STD. WT. ERW BE 350 M 318 81.5 25917.0 0.00 0.00 122.86 39,069.48 15,324.42 16,446.96 26,936.74 97,777.60 19.64 6,245.52

2. 5. 1. . 9 PIPE PIPE, A53 GR. B STD. WT. ERW BE 500 M 168 117.4 19723.2 0.00 0.00 239.36 40,212.48 15,775.20 16,929.36 27,726.19 100,643.23 38.27 6,429.36

2. 5. 1. . 10 ELBOW 90 ELL, A105 3000# SW 25 EA 3 0.5 1.4 0.00 0.00 6.19 18.57 7.29 7.83 12.81 46.50 0.99 2.97

Página 40



WEIGHT TOTAL COST


(KG) (TON)


MATERIAL

COST ($) ( C )

CONSTRUCTION


INDIRECT COST ($)


MANHOURS

TOTALUNIT

Código


2. 5. 1. . 11 ELBOW 90 ELL, A234 WPB SCH.40 WELDED BW 100 EA 12 1.9 22.8 0.00 0.00 46.03 552.36 216.72 232.56 380.87 1,382.51 7.36 88.32

2. 5. 1. . 12 ELBOW 90 ELL, A234 WPB SCH.40 WELDED BW 125 EA 12 6.5 78.0 0.00 0.00 95.89 1,150.68 451.44 484.44 793.40 2,879.96 15.33 183.96

2. 5. 1. . 13 ELBOW 90 ELL, A234 WPB SCH.40 WELDED BW 150 EA 3 10.0 30.0 0.00 0.00 95.89 287.67 112.86 121.11 198.35 719.99 15.33 45.99

2. 5. 1. . 14 ELBOW 90 ELL, A234 WPB SCH.40 WELDED BW 200 EA 21 19.9 417.9 0.00 0.00 166.12 3,488.52 1,368.57 1,468.53 2,405.27 8,730.89 26.56 557.76

2. 5. 1. . 15 ELBOW 45 ELL, A234 WPB STD. WT. WELDED BW 350 EA 9 40.1 360.9 0.00 0.00 492.07 4,428.63 1,737.36 1,864.44 3,053.51 11,083.94 78.68 708.12

2. 5. 1. . 16 ELBOW 90 ELL, A234 WPB STD. WT. WELDED BW 350 EA 77 67.8 5186.7 0.00 0.00 492.07 37,643.36 14,767.56 15,847.74 25,954.88 94,213.54 78.68 6,019.02



2. 5. 1. . 19 TEE RED. TEE, A234 WPB SCH.40 WELDED BW 200x150 EA 2 24.7 37.1 0.00 0.00 332.31 498.47 195.54 209.85 343.69 1,247.55 53.14 79.71

2. 5. 1. . 20 TEE EQUAL TEE, A234 WPB STD. WT. WELDED BW 350 EA 15 53.5 802.5 0.00 0.00 1,278.00 19,170.00 7,520.25 8,070.45 13,217.51 47,978.21 204.36 3,065.40

2. 5. 1. . 21 TEE RED. TEE, A234 WPB STD. WT. WELDED BW 350x200 EA 5 53.5 240.8 0.00 0.00 1,278.00 5,751.00 2,256.08 2,421.14 3,965.26 14,393.48 204.36 919.62

2. 5. 1. . 22 TEE RED. TEE, A234 WPB STD. WT. WELDED BW 500x350 EA 2 104.0 156.0 0.00 0.00 1,917.03 2,875.55 1,128.06 1,210.59 1,982.66 7,196.86 306.54 459.81

2. 5. 1. . 23 CAP CAP, A105 3000# SCREWED 100x65 EA 3 1.3 3.9 0.00 0.00 32.58 97.74 38.34 41.16 67.39 244.63 5.21 15.63

2. 5. 1. . 24 REDUCER CON. RED., A234 WPB SCH.40 WELDED BW 100x65 EA 6 1.5 8.7 0.00 0.00 37.39 224.34 88.02 94.44 154.68 561.48 5.98 35.88

2. 5. 1. . 25 REDUCER ECC. RED., A234 WPB STD. WT. WELDED BW 500x350 EA 2 56.4 84.6 0.00 0.00 814.76 1,222.14 479.45 514.52 842.66 3,058.77 130.28 195.42

2. 5. 1. . 26 SOCKOLET SOCKOLET 3000# SW A105 500X15 EA 2 0.1 0.2 0.00 0.00 2.61 3.92 1.53 1.65 2.70 9.80 0.42 0.63

2. 5. 1. . 27 SOCKOLET SOCKOLET 3000# SW A105 500x25 EA 3 0.3 0.8 0.00 0.00 6.19 18.57 7.29 7.83 12.81 46.50 0.99 2.97



2. 5. 1. . 30 FLANGE FLANGE, A105 300# WN RF SCH.40 65 EA 6 5.5 33.0 0.00 0.00 29.25 175.50 68.82 73.86 120.99 439.17 4.68 28.08

2. 5. 1. . 31 FLANGE BLIND FLANGE, A105 300# WN RF 100 EA 3 12.3 36.9 0.00 0.00 47.34 142.02 55.71 59.79 97.92 355.44 7.57 22.71

2. 5. 1. . 32 FLANGE FLANGE, A105 300# WN RF SCH. 40 100 EA 3 11.4 34.2 0.00 0.00 46.03 138.09 54.18 58.14 95.22 345.63 7.36 22.08


2. 5. 1. . 34 FLANGE FLANGE, A105 300# WN RF SCH.40 125 EA 6 14.6 87.6 0.00 0.00 95.89 575.34 225.72 242.22 396.70 1,439.98 15.33 91.98


2. 5. 1. . 36 FLANGE SPECTACLE FLANGE 300# 150 EA 2 19.1 28.7 0.00 0.00 48.88 73.32 28.77 30.87 50.56 183.52 7.82 11.73

2. 5. 1. . 37 FLANGE FLANGE, A105 300# WN RF SCH. 40 200 EA 6 31.0 186.0 0.00 0.00 166.12 996.72 391.02 419.58 687.22 2,494.54 26.56 159.36

2. 5. 1. . 38 FLANGE FLANGE, A105 300# WN RF SCH.40 200 EA 8 31.0 232.5 0.00 0.00 166.12 1,245.90 488.78 524.48 859.03 3,118.19 26.56 199.20

2. 5. 1. . 39 FLANGE SPECIAL FLANGE, SS400(SEE DETAIL A) 200 EA 3 31.0 93.0 0.00 0.00 65.17 195.51 76.71 82.32 134.81 489.35 10.42 31.26

2. 5. 1. . 40 FLANGE SPECTACLE FLANGE 300# 200 EA 3 31.0 93.0 0.00 0.00 65.17 195.51 76.71 82.32 134.81 489.35 10.42 31.26

2. 5. 1. . 41 FLANGE SPECTACLE FLANGE, 300# 200 EA 3 31.0 93.0 0.00 0.00 65.17 195.51 76.71 82.32 134.81 489.35 10.42 31.26

2. 5. 1. . 42 FLANGE FLANGE, A105 300# WN RF STD WT. 350 EA 21 82.0 1722.0 0.00 0.00 492.07 10,333.47 4,053.84 4,350.36 7,124.87 25,862.54 78.68 1,652.28

2. 5. 1. . 43 FLANGE FLANGE, A105 300# WN RF STD. WT. 350 EA 20 82.0 1599.0 0.00 0.00 492.07 9,595.37 3,764.28 4,039.62 6,615.95 24,015.22 78.68 1,534.26

2. 5. 1. . 44 FLANGE SPECTACLE FLANGE 300# 350 EA 11 82.0 861.0 0.00 0.00 114.06 1,197.63 469.77 504.21 825.74 2,997.35 18.24 191.52

2. 5. 1. . 45 FLANGE SPECTACLE FLANGE, 300# 350 EA 9 82.0 738.0 0.00 0.00 114.06 1,026.54 402.66 432.18 707.78 2,569.16 18.24 164.16

2. 5. 1. . 46 FLANGE FLANGE, A105 300# WN RF STD. WT. 500 EA 3 182.0 546.0 0.00 0.00 958.48 2,875.44 1,128.00 1,210.53 1,982.58 7,196.55 153.26 459.78

2. 5. 1. . 47 GASKET S.W. GASKET, 300# IR/CS & OR/CS GRAPH., 4.5T 65 EA 3 0.2 0.6 0.00 0.00 0.76 2.28 0.03 0.21 0.96 3.48 0.15 0.45

2. 5. 1. . 48 GASKET S.W. GASKET, 300# IR/CS, OR/CS & GRAPH., 4.5T 65 EA 3 0.3 0.9 0.00 0.00 0.76 2.28 0.03 0.21 0.96 3.48 0.15 0.45


2. 5. 1. . 50 GASKET S.W. GASKET, 300# IR/CS & OR/CS, GRAPH., 4.5T 100 EA 3 0.3 0.9 0.00 0.00 0.76 2.28 0.03 0.21 0.96 3.48 0.15 0.45








Página 41



WEIGHT TOTAL COST


(KG) (TON)


MATERIAL

COST ($) ( C )

CONSTRUCTION


INDIRECT COST ($)


MANHOURS

TOTALUNIT

Código



2. 5. 1. . 59 BOLT/NUT STUD BOLT W/2 NUTS, A193-B7, A194-2H 3/4X120 SET 72 0.5 36.0 0.00 0.00 3.03 218.16 4.32 20.16 92.26 334.90 0.60 43.20





2. 5. 1. . 64 BOLT/NUT STUD BOLT, W/2 NUTS, A193-B7, A194-2H 7/8X160 SET 36 0.7 25.2 0.00 0.00 3.68 132.48 2.52 12.60 56.12 203.72 0.73 26.28

2. 5. 1. . 65 BOLT/NUT STUD BOLT W/2 NUTS, A193-B7, A194-2H I-1/4X210 SET 72 18.4 1324.8 0.00 0.00 4.34 312.48 5.76 29.52 132.23 479.99 0.86 61.92

2. 5. 1. . 66 BOLT/NUT STUD BOLT, W/2 NUTS, A193-B7, A194-2H I-1/8X185 SET 30 28.9 867.0 0.00 0.00 4.24 127.20 2.40 12.00 53.84 195.44 0.84 25.20

2. 5. 1. . 67 BOLT/NUT STUD BOLT W/2 NUTS, A193-B7, A194-2H I-1/8X200 SET 240 31.0 7440.0 0.00 0.00 4.24 1,017.60 19.20 96.00 430.74 1,563.54 0.84 201.60

2. 5. 1. . 68 BOLT/NUT STUD BOLT, W/2 NUTS, A193-B7, A194-2H I-1/8X200 SET 180 31.0 5580.0 0.00 0.00 4.24 763.20 14.40 72.00 323.05 1,172.65 0.84 151.20

2. 5. 1. . 69 BOLT/NUT STUD BOLT W/2 NUTS, A193-B7, A194-2H 3/4x105 SET 48 3.2 153.6 0.00 0.00 3.03 145.44 2.88 13.44 61.51 223.27 0.60 28.80

2. 5. 1. . 70 BOLT/NUT M6X3"LG. STUD BOLT W/NUTS(HOLE φ7) M6X3" SET 3 0.5 1.5 0.00 0.00 0.76 2.28 0.03 0.21 0.96 3.48 0.15 0.45

2. 5. 1. . 71 STIFF. PLATE A515 GR.70 150X45X12t STIFFENER PLATE 150X45X12T EA 2 0.6 0.9 0.00 0.00 60.54 90.81 1.67 8.54 38.41 139.43 12.00 18.00

2. 5. 1. . 72 POLISHED PLATE ROUGHNESS LESS THAN 32 MICRONS/IN 25X5TX450L EA 2 0.4 0.6 0.00 0.00 60.54 90.81 1.67 8.54 38.41 139.43 12.00 18.00

2. 5. 1. . 73 RECTANGULAR BAR A515 GR.70 25X25X825(LG.) 25X25X825 EA 2 4.1 6.2 0.00 0.00 20.18 30.27 0.56 2.85 12.81 46.49 4.00 6.00

2. 5. 1. . 74 ROUND BAR φ18 ROUND BAR φ18 EA 2 1.0 1.5 0.00 0.00 26.89 40.34 0.74 3.80 17.07 61.95 5.33 8.00

2. 5. 1. . 75 GLOBE GLOBE VALVE, A105 API 800# SW 15 EA 2 2.0 3.0 0.00 0.00 7.01 10.52 4.13 4.43 7.26 26.34 1.12 1.68

2. 5. 1. . 76 GLOBE GLOBE VALVE, A105 API 800# SW 50 EA 3 11.4 34.2 0.00 0.00 16.29 48.87 19.17 20.58 33.70 122.32 2.61 7.83

2. Shut-off Valve & Limit S/W -

1) Pneumatic On-Off Valve

- Gate Type A216 WCB, 300# BW 80A Set

A216 WCB, 300# BW 100A Set

- Gate Type A217 C12A, 2500# BW 100A Set

- Gate Type A217 WC9, 300# BW 150A Set

- GlobeType A105, 600#SW 25A Set

A105, 600# SW 40A Set

- Globe Type A182 F304L, 600#SW 25A Set

- Globe Type A182 F91, 600#SW 50A Set

- Globe Type A182F22 CL3, 600#SW 50A Set

2) Limit Switch Close/Open Set

- end -

Página 42


May 25, 2009

REMARKS

Página 43


May 25, 2009

REMARKS

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May 25, 2009

REMARKS

Página 45


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REMARKS

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REMARKS

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REMARKS

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REMARKS

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REMARKS

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REMARKS

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REMARKS

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REMARKS

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REMARKS

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REMARKS

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REMARKS

Página 56


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REMARKS

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REMARKS

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REMARKS

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REMARKS

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REMARKS

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REMARKS

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REMARKS

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REMARKS

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REMARKS

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REMARKS

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REMARKS

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REMARKS

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REMARKS

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REMARKS

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REMARKS

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REMARKS

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May 25, 2009

REMARKS

Página 73

Erection of Mechanical Equipments for Package 2F. (Rev. 2)Kallpa Combined Cycle Conversion Project

POSCO ENGINEERING & CONSTRUCTION CO., LTD. Rev: 2: May 25, 2009

DESIGN THICK- AREA TOTAL COST

TEMP. SIZE NESS TOTAL ( A + B + C + D + E )

(℃) (mm) (mm) (M2)

2F. INSULATION 9,860.86 0.00 738,044.38 8,028.23 594,834.96 509,870.83 1,850,778.40 133,186.42

2. 6. . . 4. PIPING

2. 6. 1. . 1. MAIN STEAM SYSTEM 5,912.09 0.00 462,129.78 5,027.96 372,449.14 319,254.71 1,158,861.59 83,391.82

2. 6. 1.1 . 1) HP STEAM SYSTEM 989.76 0.00 81,313.42 885.47 65,535.33 56,174.95 203,909.17 14,674.80

2. 6. 1.1a. 1.1) HOT INSULATION 798.22 0.00 81,313.42 885.47 65,535.33 56,174.95 203,909.17 14,674.80

2. 6. 1.1a. 1 PIPE Mineral Wool #150 density 15 75 19 M 0.9 0.00 0.00 21.70 412.30 4.56 332.31 284.87 1,034.04 3.92 74.48

2. 6. 1.1a. 2 PIPE 〃 20 80 20 M 1.3 0.00 0.00 21.51 430.20 4.60 346.60 297.12 1,078.52 3.88 77.60

2. 6. 1.1a. 3 PIPE 〃 25 25 1 M 0.1 0.00 0.00 19.55 19.55 0.21 15.76 13.51 49.03 3.53 3.53

2. 6. 1.1a. 4 PIPE 〃 25 80 25 M 2.0 0.00 0.00 21.90 547.50 6.00 441.25 378.25 1,373.00 3.95 98.75

2. 6. 1.1a. 5 PIPE 〃 40 90 7 M 0.9 0.00 0.00 25.22 176.54 1.89 142.31 121.96 442.70 4.55 31.85

2. 6. 1.1a. 6 PIPE 〃 50 95 104 M 16.3 0.00 0.00 23.07 2,399.28 26.00 1,933.36 1,657.34 6,015.98 4.16 432.64

2. 6. 1.1a. 7 PIPE 〃 150 125 20 M 9.4 0.00 0.00 25.42 508.40 5.60 409.80 351.27 1,275.07 4.59 91.80

2. 6. 1.1a. 8 PIPE 〃 200 125 86 M 54.0 0.00 0.00 26.00 2,236.00 24.08 1,802.56 1,544.79 5,607.43 4.69 403.34

2. 6. 1.1a. 9 PIPE 〃 300 130 196 M 184.6 0.00 0.00 80.36 15,750.56 172.48 12,694.92 10,881.78 39,499.74 14.50 2,842.00

2. 6. 1.1a. 10 PIPE 〃 300 135 110 M 103.6 0.00 0.00 5.47 601.70 6.60 485.10 415.76 1,509.16 0.99 108.90

2. 6. 1.1a. 11 PIPE 〃 400 140 189 M 237.4 0.00 0.00 73.71 13,931.19 151.20 11,228.49 9,624.28 34,935.16 13.30 2,513.70

2. 6. 1.1a. 12 45 BEND 〃 300 135 2 EA 1.9 0.00 0.00 29.33 58.66 0.64 47.28 40.53 147.11 5.29 10.58

2. 6. 1.1a. 13 45 BEND 〃 400 140 3 EA 3.8 0.00 0.00 65.11 195.33 2.13 157.41 134.94 489.81 11.75 35.25

2. 6. 1.1a. 14 BEND 〃 25 80 1 EA 0.1 0.00 0.00 19.55 19.55 0.21 15.76 13.51 49.03 3.53 3.53

2. 6. 1.1a. 15 BEND 〃 50 95 58 EA 9.1 0.00 0.00 22.68 1,315.44 14.50 1,060.24 908.85 3,299.03 4.09 237.22

2. 6. 1.1a. 16 BEND 〃 200 125 49 EA 30.8 0.00 0.00 31.09 1,523.41 16.66 1,227.94 1,052.52 3,820.53 5.61 274.89

2. 6. 1.1a. 17 BEND 〃 300 130 58 EA 54.6 0.00 0.00 37.15 2,154.70 23.20 1,736.52 1,488.43 5,402.85 6.70 388.60

2. 6. 1.1a. 18 BEND 〃 300 130 4 EA 3.8 0.00 0.00 39.10 156.40 1.72 126.08 108.07 392.27 7.06 28.24

2. 6. 1.1a. 19 BEND 〃 400 140 18 EA 22.6 0.00 0.00 103.24 1,858.32 20.16 1,497.60 1,283.73 4,659.81 18.63 335.34

2. 6. 1.1a. 20 TEE 〃 50 95 2 EA 0.3 0.00 0.00 29.33 58.66 0.64 47.28 40.53 147.11 5.29 10.58

2. 6. 1.1a. 21 TEE 〃 300 130 30 EA 28.3 0.00 0.00 37.15 1,114.50 12.00 898.20 769.88 2,794.58 6.70 201.00

2. 6. 1.1a. 22 TEE 〃 400 140 4 EA 5.0 0.00 0.00 107.54 430.16 4.68 346.68 297.17 1,078.69 19.40 77.60

2. 6. 1.1a. 23 FLANGE 〃 25 80 2 EA 0.2 0.00 0.00 19.55 39.10 0.42 31.52 27.01 98.05 3.53 7.06

2. 6. 1.1a. 24 VALVE 〃 15 75 39 EA 1.8 0.00 0.00 20.53 800.67 8.58 645.45 553.14 2,007.84 3.70 144.30

2. 6. 1.1a. 25 VALVE 〃 20 80 63 EA 4.0 0.00 0.00 21.12 1,330.56 14.49 1,072.26 919.17 3,336.48 3.81 240.03

2. 6. 1.1a. 26 VALVE 〃 25 25 2 EA 0.2 0.00 0.00 19.55 39.10 0.42 31.52 27.01 98.05 3.53 7.06

2. 6. 1.1a. 27 VALVE 〃 25 80 45 EA 3.5 0.00 0.00 21.31 958.95 10.35 773.10 662.54 2,404.94 3.85 173.25

2. 6. 1.1a. 28 VALVE 〃 300 130 19 EA 17.9 0.00 0.00 52.40 995.60 10.83 802.37 687.78 2,496.58 9.46 179.74

2. 6. 1.1b. 1.2) PERSONAL PROTECTION 191.5

2. 6. 1.1b. 1 PIPE Mineral Wool #150 density 25 60 277 M 21.7 0.00 0.00 21.70 6,010.90 66.48 4,844.73 4,153.06 15,075.17 3.92 1,085.84

2. 6. 1.1b. 2 PIPE 〃 50 70 41 M 6.4 0.00 0.00 22.88 938.08 10.25 756.04 648.07 2,352.44 4.13 169.33

2. 6. 1.1b. 3 PIPE 〃 50 70 671 M 105.3 0.00 0.00 22.88 15,352.48 167.75 12,373.24 10,606.30 38,499.77 4.13 2,771.23

2. 6. 1.1b. 4 PIPE 〃 200 125 2 M 1.3 0.00 0.00 29.33 58.66 0.64 47.28 40.53 147.11 5.29 10.58

2. 6. 1.1b. 5 BEND 〃 25 60 49 EA 3.8 0.00 0.00 19.55 957.95 10.29 772.24 661.81 2,402.29 3.53 172.97

2. 6. 1.1b. 6 BEND 〃 25 70 11 EA 0.9 0.00 0.00 21.31 234.41 2.53 188.98 161.95 587.87 3.85 42.35

2. 6. 1.1b. 7 BEND 〃 50 70 185 EA 29.0 0.00 0.00 22.49 4,160.65 44.40 3,352.20 2,873.59 10,430.84 4.06 751.10

2. 6. 1.1b. 8 TEE 〃 50 70 44 EA 6.9 0.00 0.00 22.68 997.92 11.00 804.32 689.47 2,502.71 4.09 179.96

2. 6. 1.1b. 9 VALVE 〃 25 60 19 EA 1.5 0.00 0.00 21.70 412.30 4.56 332.31 284.87 1,034.04 3.92 74.48

REMARKS

MANHOURS

TOTAL

Código Cosapi ITEM Insulation Material Q'TYUNIT

MATERIAL COST (A)

ERECTION

MATERIAL

COST ($) ( C )

INDIRECT COST

($)

( E )

LABOR COST (B)

CONSTRUCTION

EQUIP. COST ($) ( D )TOTALUNIT UNIT TOTAL UNIT

Página 74





(℃) (mm) (mm) (M2)

REMARKS

MANHOURS

TOTAL


MATERIAL COST (A)

ERECTION

MATERIAL

COST ($) ( C )

INDIRECT COST

($)

( E )

LABOR COST (B)

CONSTRUCTION


2. 6. 1.1b. 10 VALVE 〃 25 70 2 EA 0.2 0.00 0.00 29.33 58.66 0.64 47.28 40.53 147.11 5.29 10.58

2. 6. 1.1b. 11 VALVE 〃 50 70 92 EA 14.4 0.00 0.00 22.49 2,069.08 22.08 1,667.04 1,429.03 5,187.23 4.06 373.52

2. 6. 1.2 . 2) CR STEAM SYSTEM 1,645.53 0.00 154,706.44 1,683.54 124,684.63 106,876.63 387,951.24 27,915.68

2. 6. 1.2a. 1.1) HOT INSULATION 1,608.32 0.00 149,346.20 1,624.77 120,364.59 103,173.42 374,508.98 26,948.95

2. 6. 1.2a. 1 PIPE Mineral Wool #150 density 20 60 7 M 0.4 0.00 0.00 22.29 156.03 1.68 125.72 107.77 391.20 4.02 28.14

2. 6. 1.2a. 2 PIPE 〃 25 65 44 M 3.5 0.00 0.00 21.70 954.80 10.56 769.56 659.69 2,394.61 3.92 172.48

2. 6. 1.2a. 3 PIPE 〃 50 70 708 M 111.2 0.00 0.00 22.88 16,199.04 177.00 13,055.52 11,191.14 40,622.70 4.13 2,924.04

2. 6. 1.2a. 4 PIPE 〃 100 80 127 M 39.9 0.00 0.00 24.24 3,078.48 33.02 2,481.58 2,126.73 7,719.81 4.37 554.99

2. 6. 1.2a. 5 PIPE 〃 150 90 9 M 4.2 0.00 0.00 26.00 234.00 2.52 188.64 161.66 586.82 4.69 42.21

2. 6. 1.2a. 6 PIPE 〃 200 90 554 M 347.9 0.00 0.00 25.61 14,187.94 155.12 11,434.56 9,801.76 35,579.38 4.62 2,559.48

2. 6. 1.2a. 7 PIPE 〃 200 95 40 M 25.1 0.00 0.00 26.00 1,040.00 11.20 838.40 718.51 2,608.11 4.69 187.60

2. 6. 1.2a. 8 PIPE 〃 200 105 3 M 1.9 0.00 0.00 32.65 97.95 1.08 78.96 67.68 245.67 5.89 17.67

2. 6. 1.2a. 9 PIPE 〃 200 105 1 M 0.6 0.00 0.00 39.10 39.10 0.43 31.52 27.02 98.07 7.06 7.06

2. 6. 1.2a. 10 PIPE 〃 300 105 3 M 2.8 0.00 0.00 32.65 97.95 1.08 78.96 67.68 245.67 5.89 17.67

2. 6. 1.2a. 11 PIPE 〃 400 105 365 M 458.4 0.00 0.00 73.71 26,904.15 292.00 21,684.65 18,586.58 67,467.38 13.30 4,854.50

2. 6. 1.2a. 12 PIPE 〃 500 105 11 M 17.3 0.00 0.00 92.48 1,017.28 11.11 819.94 702.81 2,551.14 16.69 183.59

2. 6. 1.2a. 13 PIPE 〃 650 110 182 M 371.5 0.00 0.00 336.89 61,313.98 667.94 49,414.82 42,357.83 153,754.57 60.79 11,063.78

2. 6. 1.2a. 14 45 BEND 〃 400 105 2 EA 2.5 0.00 0.00 68.43 136.86 1.50 110.30 94.55 343.21 12.35 24.70

2. 6. 1.2a. 15 45 BEND 〃 500 105 4 EA 6.3 0.00 0.00 78.21 312.84 3.40 252.12 216.11 784.47 14.11 56.44

2. 6. 1.2a. 16 BEND 〃 50 70 246 EA 38.6 0.00 0.00 22.49 5,532.54 59.04 4,457.52 3,821.10 13,870.20 4.06 998.76

2. 6. 1.2a. 17 BEND 〃 100 80 5 EA 1.6 0.00 0.00 27.37 136.85 1.50 110.30 94.55 343.20 4.94 24.70

2. 6. 1.2a. 18 BEND 〃 150 90 9 EA 4.2 0.00 0.00 26.00 234.00 2.52 188.64 161.66 586.82 4.69 42.21

2. 6. 1.2a. 19 BEND 〃 20 90 39 EA 2.4 0.00 0.00 21.12 823.68 8.97 663.78 569.01 2,065.44 3.81 148.59

2. 6. 1.2a. 20 BEND 〃 200 95 5 EA 3.1 0.00 0.00 35.19 175.95 1.90 141.80 121.54 441.19 6.35 31.75

2. 6. 1.2a. 21 BEND 〃 400 105 31 EA 38.9 0.00 0.00 103.43 3,206.33 35.03 2,584.16 2,215.11 8,040.63 18.66 578.46

2. 6. 1.2a. 22 BEND 〃 500 105 6 EA 9.4 0.00 0.00 185.75 1,114.50 12.12 898.20 769.92 2,794.74 33.52 201.12

2. 6. 1.2a. 23 BEND 〃 650 110 18 EA 36.7 0.00 0.00 240.10 4,321.80 47.16 3,483.18 2,985.72 10,837.86 43.32 779.76

2. 6. 1.2a. 24 TEE 〃 50 70 41 EA 6.4 0.00 0.00 22.49 922.09 9.84 742.92 636.85 2,311.70 4.06 166.46

2. 6. 1.2a. 25 TEE 〃 400 105 17 EA 21.4 0.00 0.00 103.43 1,758.31 19.21 1,417.12 1,214.74 4,409.38 18.66 317.22

2. 6. 1.2a. 26 TEE 〃 650 110 2 EA 4.1 0.00 0.00 244.40 488.80 5.32 393.96 337.69 1,225.77 44.10 88.20

2. 6. 1.2a. 27 FLANGE 〃 200 90 9 EA 5.7 0.00 0.00 19.55 175.95 1.89 141.84 121.56 441.24 3.53 31.77

2. 6. 1.2a. 28 FLANGE 〃 400 105 11 EA 13.8 0.00 0.00 53.38 587.18 6.38 473.22 405.64 1,472.42 9.63 105.93

2. 6. 1.2a. 29 FLANGE 〃 650 110 4 EA 8.2 0.00 0.00 87.99 351.96 3.84 283.64 243.14 882.58 15.88 63.52

2. 6. 1.2a. 30 VALVE 〃 20 60 8 EA 0.5 0.00 0.00 22.09 176.72 1.92 142.48 122.10 443.22 3.99 31.92

2. 6. 1.2a. 31 VALVE 〃 25 65 77 EA 6.0 0.00 0.00 21.31 1,640.87 17.71 1,322.86 1,133.67 4,115.11 3.85 296.45

2. 6. 1.2a. 32 VALVE 〃 50 70 83 EA 13.0 0.00 0.00 22.29 1,850.07 19.92 1,490.68 1,277.87 4,638.54 4.02 333.66

2. 6. 1.2a. 33 VALVE 〃 100 80 2 EA 0.6 0.00 0.00 39.10 78.20 0.86 63.04 54.03 196.13 7.06 14.12

2. 6. 1.2b. 1.2) PERSONAL PROTECTION 37.21 0.00 5,360.24 58.77 4,320.04 3,703.21 13,442.26 966.73

2. 6. 1.2b. 1 PIPE Mineral Wool #150 density 50 40 183 M 28.7 0.00 0.00 22.68 4,150.44 45.75 3,345.24 2,867.58 10,409.01 4.09 748.47

2. 6. 1.2b. 2 ELBOW 〃 50 40 35 EA 5.5 0.00 0.00 22.29 780.15 8.40 628.60 538.86 1,956.01 4.02 140.70

2. 6. 1.2b. 3 TEE 〃 50 40 6 EA 0.9 0.00 0.00 22.88 137.28 1.50 110.64 94.84 344.26 4.13 24.78

2. 6. 1.2b. 4 VALVE 〃 50 40 13 EA 2.0 0.00 0.00 22.49 292.37 3.12 235.56 201.93 732.98 4.06 52.78

2. 6. 1.3 . 3) HR STEAM SYSTEM 1,501.06 0.00 101,797.86 1,106.95 82,040.14 70,324.01 255,268.96 18,370.64

Página 75





(℃) (mm) (mm) (M2)

REMARKS

MANHOURS

TOTAL


MATERIAL COST (A)

ERECTION

MATERIAL

COST ($) ( C )

INDIRECT COST

($)

( E )

LABOR COST (B)

CONSTRUCTION


2. 6. 1.3a. 1.1) HOT INSULATION 1,353.95 0.00 80,494.18 875.62 64,872.10 55,607.45 201,849.35 14,525.47


2. 6. 1.3a. 2 PIPE 〃 20 80 8 M 0.5 0.00 0.00 22.09 176.72 1.92 142.48 122.10 443.22 3.99 31.92

2. 6. 1.3a. 3 PIPE 〃 25 80 79 M 6.2 0.00 0.00 21.70 1,714.30 18.96 1,381.71 1,184.45 4,299.42 3.92 309.68

2. 6. 1.3a. 4 PIPE 〃 50 95 49 M 7.7 0.00 0.00 23.07 1,130.43 12.25 910.91 780.86 2,834.45 4.16 203.84

2. 6. 1.3a. 5 PIPE 〃 150 125 5 M 2.4 0.00 0.00 23.46 117.30 1.30 94.55 81.05 294.20 4.23 21.15

2. 6. 1.3a. 6 PIPE 〃 200 125 4 M 2.5 0.00 0.00 24.44 97.76 1.08 78.80 67.55 245.19 4.41 17.64

2. 6. 1.3a. 7 PIPE 〃 250 130 11 M 8.6 0.00 0.00 26.59 292.49 3.19 235.73 202.06 733.47 4.80 52.80

2. 6. 1.3a. 8 PIPE 〃 550 140 580 M 1001.7 0.00 0.00 82.90 48,082.00 522.00 38,749.80 33,215.67 120,569.47 14.96 8,676.80

2. 6. 1.3a. 9 PIPE 〃 600 145 6 M 11.3 0.00 0.00 110.86 665.16 7.26 536.10 459.53 1,668.05 20.00 120.00

2. 6. 1.3a. 10 PIPE 〃 800 150 53 M 133.1 0.00 0.00 147.62 7,823.86 85.33 6,305.41 5,405.00 19,619.60 26.64 1,411.92

2. 6. 1.3a. 11 45 BEND 〃 550 140 7 EA 12.1 0.00 0.00 67.06 469.42 5.11 378.35 324.30 1,177.18 12.10 84.70

2. 6. 1.3a. 12 BEND 〃 25 80 49 EA 3.8 0.00 0.00 19.94 977.06 10.78 787.43 675.03 2,450.30 3.60 176.40

2. 6. 1.3a. 13 BEND 〃 50 95 17 EA 2.7 0.00 0.00 23.07 392.19 4.25 316.03 270.91 983.38 4.16 70.72

2. 6. 1.3a. 14 BEND 〃 550 140 57 EA 98.4 0.00 0.00 166.00 9,462.00 103.17 7,626.03 6,536.83 23,728.03 29.95 1,707.15

2. 6. 1.3a. 15 BEND 〃 600 145 4 EA 7.5 0.00 0.00 224.85 899.40 9.80 724.88 621.35 2,255.43 40.57 162.28

2. 6. 1.3a. 16 BEND 〃 800 150 9 EA 22.6 0.00 0.00 369.34 3,324.06 36.18 2,679.03 2,296.39 8,335.66 66.64 599.76

2. 6. 1.3a. 17 TEE 〃 550 140 9 EA 15.5 0.00 0.00 167.37 1,506.33 16.38 1,214.01 1,040.62 3,777.34 30.20 271.80

2. 6. 1.3a. 18 TEE 〃 800 150 2 EA 5.0 0.00 0.00 371.49 742.98 8.10 598.82 513.29 1,863.19 67.03 134.06

2. 6. 1.3a. 19 FLANGE 〃 25 80 19 EA 1.5 0.00 0.00 15.45 293.55 3.23 236.55 202.79 736.12 2.79 53.01

2. 6. 1.3a. 20 VALVE 〃 15 75 13 EA 0.6 0.00 0.00 21.12 274.56 2.99 221.26 189.67 688.48 3.81 49.53

2. 6. 1.3a. 21 VALVE 〃 20 80 26 EA 1.6 0.00 0.00 21.12 549.12 5.98 442.52 379.34 1,376.96 3.81 99.06

2. 6. 1.3a. 22 VALVE 〃 25 80 36 EA 2.8 0.00 0.00 21.12 760.32 8.28 612.72 525.24 1,906.56 3.81 137.16

2. 6. 1.3a. 23 VALVE 〃 50 95 2 EA 0.3 0.00 0.00 29.33 58.66 0.64 47.28 40.53 147.11 5.29 10.58

2. 6. 1.3a. 24 VALVE 〃 550 140 3 EA 5.2 0.00 0.00 208.62 625.86 6.81 504.42 432.37 1,569.46 37.64 112.92

2. 6. 1.3b. 1.2) PERSONAL PROTECTION 147.11 0.00 21,303.68 231.33 17,168.04 14,716.56 53,419.61 3,845.17

2. 6. 1.3b. 1 PIPE Mineral Wool #150 density 50 70 645 M 101.3 0.00 0.00 22.88 14,757.60 161.25 11,893.80 10,195.32 37,007.97 4.13 2,663.85

2. 6. 1.3b. 2 ELBOW 〃 50 70 187 EA 29.4 0.00 0.00 22.49 4,205.63 44.88 3,388.44 2,904.66 10,543.61 4.06 759.22

2. 6. 1.3b. 3 TEE 〃 50 70 35 EA 5.5 0.00 0.00 22.29 780.15 8.40 628.60 538.86 1,956.01 4.02 140.70

2. 6. 1.3b. 4 VALVE 〃 50 70 70 EA 11.0 0.00 0.00 22.29 1,560.30 16.80 1,257.20 1,077.72 3,912.02 4.02 281.40

2. 6. 1.4 . 4) LP STEAM SYSTEM 1,084.79 0.00 76,353.49 830.20 61,536.74 52,747.46 191,467.89 13,777.88

2. 6. 1.4a. 1.1) HOT INSULATION 1,018.38 0.00 62,861.15 684.15 50,664.33 43,427.39 157,637.02 11,343.78


2. 6. 1.4a. 2 PIPE 〃 20 50 8 M 0.5 0.00 0.00 22.09 176.72 1.92 142.48 122.10 443.22 3.99 31.92

2. 6. 1.4a. 3 PIPE 〃 20 55 2 M 0.1 0.00 0.00 29.33 58.66 0.64 47.28 40.53 147.11 5.29 10.58

2. 6. 1.4a. 4 PIPE 〃 25 55 15 M 1.2 0.00 0.00 22.09 331.35 3.60 267.15 228.94 831.04 3.99 59.85

2. 6. 1.4a. 5 PIPE 〃 25 60 7 M 0.5 0.00 0.00 22.29 156.03 1.68 125.72 107.77 391.20 4.02 28.14

2. 6. 1.4a. 6 PIPE 〃 40 60 7 M 0.9 0.00 0.00 22.29 156.03 1.68 125.72 107.77 391.20 4.02 28.14

2. 6. 1.4a. 7 PIPE 〃 40 65 2 M 0.3 0.00 0.00 29.33 58.66 0.64 47.28 40.53 147.11 5.29 10.58

2. 6. 1.4a. 8 PIPE 〃 150 75 11 M 5.2 0.00 0.00 26.59 292.49 3.19 235.73 202.06 733.47 4.80 52.80

2. 6. 1.4a. 9 PIPE 〃 450 85 371 M 524.2 0.00 0.00 73.71 27,346.41 296.80 22,041.11 18,892.11 68,576.43 13.30 4,934.30

2. 6. 1.4a. 10 PIPE 〃 700 90 161 M 353.9 0.00 0.00 129.04 20,775.44 227.01 16,744.00 14,352.82 52,099.27 23.29 3,749.69

2. 6. 1.4a. 11 45 ELBOW 〃 400 85 2 EA 2.5 0.00 0.00 68.43 136.86 1.50 110.30 94.55 343.21 12.35 24.70

2. 6. 1.4a. 12 45 ELBOW 〃 700 90 2 EA 4.4 0.00 0.00 136.87 273.74 2.98 220.62 189.11 686.45 24.70 49.40

Página 76





(℃) (mm) (mm) (M2)

REMARKS

MANHOURS

TOTAL


MATERIAL COST (A)

ERECTION

MATERIAL

COST ($) ( C )

INDIRECT COST

($)

( E )

LABOR COST (B)

CONSTRUCTION


2. 6. 1.4a. 13 ELBOW 〃 450 85 33 EA 46.6 0.00 0.00 103.63 3,419.79 37.29 2,756.16 2,362.54 8,575.78 18.70 617.10

2. 6. 1.4a. 14 ELBOW 〃 700 90 16 EA 35.2 0.00 0.00 259.07 4,145.12 45.12 3,340.80 2,863.63 10,394.67 46.75 748.00

2. 6. 1.4a. 15 TEE 〃 700 90 2 EA 4.4 0.00 0.00 263.96 527.92 5.76 425.48 364.71 1,323.87 47.63 95.26

2. 6. 1.4a. 16 FLANGE 〃 40 60 14 EA 1.8 0.00 0.00 16.81 235.34 2.52 189.70 162.58 590.14 3.03 42.42

2. 6. 1.4a. 17 FLANGE 〃 40 65 3 EA 0.4 0.00 0.00 19.55 58.65 0.63 47.28 40.52 147.08 3.53 10.59

2. 6. 1.4a. 18 FLANGE 〃 700 90 6 EA 13.2 0.00 0.00 91.31 547.86 5.94 441.54 378.47 1,373.81 16.48 98.88

2. 6. 1.4a. 19 VALVE 〃 15 50 11 EA 0.5 0.00 0.00 21.31 234.41 2.53 188.98 161.95 587.87 3.85 42.35

2. 6. 1.4a. 20 VALVE 〃 20 50 18 EA 1.1 0.00 0.00 21.70 390.60 4.32 314.82 269.87 979.61 3.92 70.56

2. 6. 1.4a. 21 VALVE 〃 20 55 3 EA 0.2 0.00 0.00 26.00 78.00 0.84 62.88 53.89 195.61 4.69 14.07

2. 6. 1.4a. 22 VALVE 〃 25 55 31 EA 2.4 0.00 0.00 21.51 666.81 7.13 537.23 460.54 1,671.71 3.88 120.28

2. 6. 1.4a. 23 VALVE 〃 25 60 12 EA 0.9 0.00 0.00 21.12 253.44 2.76 204.24 175.08 635.52 3.81 45.72

2. 6. 1.4a. 24 VALVE 〃 450 85 11 EA 15.5 0.00 0.00 184.77 2,032.47 22.11 1,638.12 1,404.12 5,096.82 33.34 366.74

2. 6. 1.4a. 25 VALVE 〃 700 90 1 EA 2.2 0.00 0.00 391.05 391.05 4.26 315.16 270.15 980.62 70.56 70.56


2. 6. 1.4b. 1 PIPE Mineral Wool #150 density 25 30 247 M 19.4 0.00 0.00 21.51 5,312.97 56.81 4,280.51 3,669.46 13,319.75 3.88 958.36

2. 6. 1.4b. 2 PIPE 〃 50 30 171 M 26.8 0.00 0.00 22.88 3,912.48 42.75 3,153.24 2,702.95 9,811.42 4.13 706.23

2. 6. 1.4b. 3 ELBOW 〃 25 30 99 EA 7.8 0.00 0.00 19.36 1,916.64 20.79 1,544.40 1,323.94 4,805.77 3.49 345.51

2. 6. 1.4b. 4 ELBOW 〃 50 30 38 EA 6.0 0.00 0.00 22.68 861.84 9.50 694.64 595.45 2,161.43 4.09 155.42

2. 6. 1.4b. 5 TEE 〃 25 30 19 EA 1.5 0.00 0.00 19.55 371.45 3.99 299.44 256.62 931.50 3.53 67.07

2. 6. 1.4b. 6 TEE 〃 50 30 4 EA 0.6 0.00 0.00 24.44 97.76 1.08 78.80 67.55 245.19 4.41 17.64

2. 6. 1.4b. 7 VALVE 〃 25 30 39 EA 3.1 0.00 0.00 21.12 823.68 8.97 663.78 569.01 2,065.44 3.81 148.59

2. 6. 1.4b. 8 VALVE 〃 50 30 8 EA 1.3 0.00 0.00 24.44 195.52 2.16 157.60 135.09 490.37 4.41 35.28

2. 6. 1.5 . 5) AUX. STEAM SYSTEM 690.94 0.00 47,958.57 521.80 38,652.30 33,131.66 120,264.33 8,652.82

2. 6. 1.5a. 1.1) HOT INSULATION 625.16 0.00 40,047.66 436.16 32,277.18 27,666.91 100,427.91 7,225.63


2. 6. 1.5a. 2 PIPE 〃 20 80 3 M 0.2 0.00 0.00 19.55 58.65 0.63 47.28 40.52 147.08 3.53 10.59

2. 6. 1.5a. 3 PIPE 〃 25 45 3 M 0.2 0.00 0.00 26.00 78.00 0.84 62.88 53.89 195.61 4.69 14.07

2. 6. 1.5a. 4 PIPE 〃 25 50 6 M 0.5 0.00 0.00 22.88 137.28 1.50 110.64 94.84 344.26 4.13 24.78

2. 6. 1.5a. 5 PIPE 〃 40 50 4 M 0.5 0.00 0.00 24.44 97.76 1.08 78.80 67.55 245.19 4.41 17.64

2. 6. 1.5a. 6 PIPE 〃 40 75 1 M 0.1 0.00 0.00 39.10 39.10 0.43 31.52 27.02 98.07 7.06 7.06

2. 6. 1.5a. 7 PIPE 〃 50 45 1 M 0.2 0.00 0.00 39.10 39.10 0.43 31.52 27.02 98.07 7.06 7.06

2. 6. 1.5a. 8 PIPE 〃 50 55 160 M 25.1 0.00 0.00 23.07 3,691.20 40.00 2,974.40 2,549.76 9,255.36 4.16 665.60

2. 6. 1.5a. 9 PIPE 〃 50 95 19 M 3.0 0.00 0.00 22.68 430.92 4.75 347.32 297.73 1,080.72 4.09 77.71

2. 6. 1.5a. 10 PIPE 〃 80 60 194 M 48.7 0.00 0.00 23.85 4,626.90 50.44 3,730.62 3,197.07 11,605.03 4.30 834.20

2. 6. 1.5a. 11 PIPE 〃 100 65 302 M 94.8 0.00 0.00 24.05 7,263.10 78.52 5,852.76 5,017.07 18,211.45 4.34 1,310.68

2. 6. 1.5a. 12 PIPE 〃 150 60 7 M 3.3 0.00 0.00 25.22 176.54 1.89 142.31 121.96 442.70 4.55 31.85

2. 6. 1.5a. 13 PIPE 〃 150 65 408 M 192.2 0.00 0.00 24.83 10,130.64 110.16 8,164.08 6,998.33 25,403.21 4.48 1,827.84

2. 6. 1.5a. 14 PIPE 〃 150 125 9 M 4.2 0.00 0.00 26.00 234.00 2.52 188.64 161.66 586.82 4.69 42.21

2. 6. 1.5a. 15 PIPE 〃 200 65 217 M 136.3 0.00 0.00 25.42 5,516.14 60.76 4,446.33 3,811.26 13,834.49 4.59 996.03

2. 6. 1.5a. 16 PIPE 〃 200 70 18 M 11.3 0.00 0.00 26.00 468.00 5.04 377.28 323.33 1,173.65 4.69 84.42

2. 6. 1.5a. 17 PIPE 〃 200 80 2 M 1.3 0.00 0.00 29.33 58.66 0.64 47.28 40.53 147.11 5.29 10.58

2. 6. 1.5a. 18 PIPE 〃 200 95 4 M 2.5 0.00 0.00 24.44 97.76 1.08 78.80 67.55 245.19 4.41 17.64

2. 6. 1.5a. 19 PIPE 〃 250 70 2 M 1.6 0.00 0.00 29.33 58.66 0.64 47.28 40.53 147.11 5.29 10.58

2. 6. 1.5a. 20 ELBOW 〃 50 55 19 EA 3.0 0.00 0.00 22.68 430.92 4.75 347.32 297.73 1,080.72 4.09 77.71

Página 77





(℃) (mm) (mm) (M2)

REMARKS

MANHOURS

TOTAL


MATERIAL COST (A)

ERECTION

MATERIAL

COST ($) ( C )

INDIRECT COST

($)

( E )

LABOR COST (B)

CONSTRUCTION


2. 6. 1.5a. 21 ELBOW 〃 80 60 25 EA 6.3 0.00 0.00 23.46 586.50 6.50 472.75 405.24 1,470.99 4.23 105.75

2. 6. 1.5a. 22 ELBOW 〃 100 65 31 EA 9.7 0.00 0.00 24.05 745.55 8.06 600.78 515.00 1,869.39 4.34 134.54

2. 6. 1.5a. 23 ELBOW 〃 150 60 7 EA 3.3 0.00 0.00 25.22 176.54 1.89 142.31 121.96 442.70 4.55 31.85

2. 6. 1.5a. 24 ELBOW 〃 150 65 64 EA 30.1 0.00 0.00 24.44 1,564.16 17.28 1,260.80 1,080.74 3,922.98 4.41 282.24

2. 6. 1.5a. 25 ELBOW 〃 200 65 20 EA 12.6 0.00 0.00 31.28 625.60 6.80 504.20 432.18 1,568.78 5.64 112.80

2. 6. 1.5a. 26 ELBOW 〃 200 70 4 EA 2.5 0.00 0.00 34.22 136.88 1.48 110.32 94.56 343.24 6.17 24.68

2. 6. 1.5a. 27 ELBOW 〃 200 95 2 EA 1.3 0.00 0.00 29.33 58.66 0.64 47.28 40.53 147.11 5.29 10.58

2. 6. 1.5a. 28 TEE 〃 80 60 3 EA 0.8 0.00 0.00 26.00 78.00 0.84 62.88 53.89 195.61 4.69 14.07

2. 6. 1.5a. 29 TEE 〃 100 65 1 EA 0.3 0.00 0.00 39.10 39.10 0.43 31.52 27.02 98.07 7.06 7.06

2. 6. 1.5a. 30 TEE 〃 150 65 6 EA 2.8 0.00 0.00 26.00 156.00 1.68 125.76 107.78 391.22 4.69 28.14

2. 6. 1.5a. 31 TEE 〃 200 65 2 EA 1.3 0.00 0.00 39.10 78.20 0.86 63.04 54.03 196.13 7.06 14.12

2. 6. 1.5a. 32 TEE 〃 250 70 8 EA 6.3 0.00 0.00 39.10 312.80 3.44 252.16 216.13 784.53 7.06 56.48

2. 6. 1.5a. 33 FLANGE 〃 40 50 4 EA 0.5 0.00 0.00 19.55 78.20 0.84 63.04 54.02 196.10 3.53 14.12

2. 6. 1.5a. 34 FLANGE 〃 40 75 1 EA 0.1 0.00 0.00 19.55 19.55 0.21 15.76 13.51 49.03 3.53 3.53

2. 6. 1.5a. 35 FLANGE 〃 50 45 1 EA 0.2 0.00 0.00 19.55 19.55 0.21 15.76 13.51 49.03 3.53 3.53

2. 6. 1.5a. 36 FLANGE 〃 50 55 2 EA 0.3 0.00 0.00 19.55 39.10 0.42 31.52 27.01 98.05 3.53 7.06

2. 6. 1.5a. 37 FLANGE 〃 80 60 5 EA 1.3 0.00 0.00 19.55 97.75 1.05 78.80 67.53 245.13 3.53 17.65

2. 6. 1.5a. 38 FLANGE 〃 100 65 5 EA 1.6 0.00 0.00 19.55 97.75 1.05 78.80 67.53 245.13 3.53 17.65

2. 6. 1.5a. 39 FLANGE 〃 150 60 3 EA 1.4 0.00 0.00 19.55 58.65 0.63 47.28 40.52 147.08 3.53 10.59

2. 6. 1.5a. 40 FLANGE 〃 150 65 3 EA 1.4 0.00 0.00 19.55 58.65 0.63 47.28 40.52 147.08 3.53 10.59

2. 6. 1.5a. 41 FLANGE 〃 200 65 2 EA 1.3 0.00 0.00 19.55 39.10 0.42 31.52 27.01 98.05 3.53 7.06

2. 6. 1.5a. 42 FLANGE 〃 200 70 2 EA 1.3 0.00 0.00 19.55 39.10 0.42 31.52 27.01 98.05 3.53 7.06

2. 6. 1.5a. 43 VALVE 〃 20 45 4 EA 0.3 0.00 0.00 24.44 97.76 1.08 78.80 67.55 245.19 4.41 17.64

2. 6. 1.5a. 44 VALVE 〃 20 80 3 EA 0.2 0.00 0.00 19.55 58.65 0.63 47.28 40.52 147.08 3.53 10.59

2. 6. 1.5a. 45 VALVE 〃 25 45 3 EA 0.2 0.00 0.00 26.00 78.00 0.84 62.88 53.89 195.61 4.69 14.07

2. 6. 1.5a. 46 VALVE 〃 25 50 7 EA 0.5 0.00 0.00 22.29 156.03 1.68 125.72 107.77 391.20 4.02 28.14

2. 6. 1.5a. 47 VALVE 〃 50 55 3 EA 0.5 0.00 0.00 26.00 78.00 0.84 62.88 53.89 195.61 4.69 14.07

2. 6. 1.5a. 48 VALVE 〃 80 60 6 EA 1.5 0.00 0.00 35.78 214.68 2.34 173.04 148.32 538.38 6.46 38.76

2. 6. 1.5a. 49 VALVE 〃 150 60 1 EA 0.5 0.00 0.00 39.10 39.10 0.43 31.52 27.02 98.07 7.06 7.06

2. 6. 1.5a. 50 VALVE 〃 150 65 7 EA 3.3 0.00 0.00 39.10 273.70 3.01 220.64 189.11 686.46 7.06 49.42

2. 6. 1.5a. 51 VALVE 〃 200 65 3 EA 1.9 0.00 0.00 52.20 156.60 1.71 126.21 108.19 392.71 9.42 28.26

2. 6. 1.5a. 52 VALVE 〃 200 70 1 EA 0.6 0.00 0.00 58.66 58.66 0.64 47.27 40.52 147.09 10.58 10.58


2. 6. 1.5b. 1 PIPE Mineral Wool #150 density 25 10 7 M 0.5 0.00 0.00 22.29 156.03 1.68 125.72 107.77 391.20 4.02 28.14

2. 6. 1.5b. 2 PIPE 〃 25 20 166 M 13.0 0.00 0.00 21.51 3,570.66 38.18 2,876.78 2,466.11 8,951.73 3.88 644.08

2. 6. 1.5b. 3 PIPE 〃 25 25 2 M 0.2 0.00 0.00 29.33 58.66 0.64 47.28 40.53 147.11 5.29 10.58

2. 6. 1.5b. 4 PIPE 〃 50 25 8 M 1.3 0.00 0.00 24.44 195.52 2.16 157.60 135.09 490.37 4.41 35.28

2. 6. 1.5b. 5 PIPE 〃 100 25 24 M 7.5 0.00 0.00 24.44 586.56 6.48 472.80 405.28 1,471.12 4.41 105.84

2. 6. 1.5b. 6 PIPE 〃 150 30 24 M 11.3 0.00 0.00 24.44 586.56 6.48 472.80 405.28 1,471.12 4.41 105.84

2. 6. 1.5b. 7 PIPE 〃 600 100 9 M 17.0 0.00 0.00 110.86 997.74 10.89 804.15 689.30 2,502.08 20.00 180.00

2. 6. 1.5b. 8 ELBOW 〃 25 10 1 EA 0.1 0.00 0.00 19.55 19.55 0.21 15.76 13.51 49.03 3.53 3.53

2. 6. 1.5b. 9 ELBOW 〃 25 20 19 EA 1.5 0.00 0.00 19.55 371.45 3.99 299.44 256.62 931.50 3.53 67.07

2. 6. 1.5b. 10 ELBOW 〃 25 25 2 EA 0.2 0.00 0.00 19.55 39.10 0.42 31.52 27.01 98.05 3.53 7.06

2. 6. 1.5b. 11 ELBOW 〃 50 25 5 EA 0.8 0.00 0.00 23.46 117.30 1.30 94.55 81.05 294.20 4.23 21.15

2. 6. 1.5b. 12 ELBOW 〃 100 25 5 EA 1.6 0.00 0.00 23.46 117.30 1.30 94.55 81.05 294.20 4.23 21.15

Página 78





(℃) (mm) (mm) (M2)

REMARKS

MANHOURS

TOTAL


MATERIAL COST (A)

ERECTION

MATERIAL

COST ($) ( C )

INDIRECT COST

($)

( E )

LABOR COST (B)

CONSTRUCTION


2. 6. 1.5b. 13 ELBOW 〃 150 30 3 EA 1.4 0.00 0.00 26.00 78.00 0.84 62.88 53.89 195.61 4.69 14.07

2. 6. 1.5b. 14 ELBOW 〃 600 100 2 EA 3.8 0.00 0.00 224.85 449.70 4.90 362.44 310.67 1,127.71 40.57 81.14

2. 6. 1.5b. 15 TEE 〃 25 20 3 EA 0.2 0.00 0.00 19.55 58.65 0.63 47.28 40.52 147.08 3.53 10.59

2. 6. 1.5b. 16 TEE 〃 50 25 2 EA 0.3 0.00 0.00 29.33 58.66 0.64 47.28 40.53 147.11 5.29 10.58

2. 6. 1.5b. 17 FLANGE 〃 25 25 2 EA 0.2 0.00 0.00 19.55 39.10 0.42 31.52 27.01 98.05 3.53 7.06

2. 6. 1.5b. 18 FLANGE 〃 150 30 1 EA 0.5 0.00 0.00 19.55 19.55 0.21 15.76 13.51 49.03 3.53 3.53

2. 6. 1.5b. 19 FLANGE 〃 600 100 2 EA 3.8 0.00 0.00 78.21 156.42 1.70 126.06 108.06 392.24 14.11 28.22

2. 6. 1.5b. 20 VALVE 〃 25 20 5 EA 0.4 0.00 0.00 23.46 117.30 1.30 94.55 81.05 294.20 4.23 21.15

2. 6. 1.5b. 21 VALVE 〃 25 25 3 EA 0.2 0.00 0.00 26.00 78.00 0.84 62.88 53.89 195.61 4.69 14.07

2. 6. 1.5b. 22 VALVE 〃 50 25 1 EA 0.2 0.00 0.00 39.10 39.10 0.43 31.52 27.02 98.07 7.06 7.06

2. 6. 2. . 2. CONDENSATE SYSTEM 1,894.00 0.00 94,853.29 1,035.21 76,445.51 65,528.86 237,862.87 17,112.62

2. 6. 2.1 . 1) HP BYPASS SYSTEM 210.69 0.00 12,916.65 140.32 10,410.74 8,923.44 32,391.15 2,330.66

2. 6. 2.1a. 1.1) HOT INSULATION 210.69 0.00 12,916.65 140.32 10,410.74 8,923.44 32,391.15 2,330.66


2. 6. 2.1a. 2 PIPE 〃 400 105 79 M 99.2 0.00 0.00 73.71 5,823.09 63.20 4,693.39 4,022.85 14,602.53 13.30 1,050.70

2. 6. 2.1a. 3 PIPE 〃 400 140 79 M 99.2 0.00 0.00 73.71 5,823.09 63.20 4,693.39 4,022.85 14,602.53 13.30 1,050.70

2. 6. 2.1a. 4 ELBOW 〃 400 105 9 EA 11.3 0.00 0.00 104.21 937.89 10.26 755.91 647.96 2,352.02 18.80 169.20

2. 6. 2.1a. 5 VALVE 〃 20 60 9 EA 0.6 0.00 0.00 21.70 195.30 2.16 157.41 134.94 489.81 3.92 35.28

2. 6. 2.2 . 2) HR BYPASS SYSTEM 101.80 0.00 394.16 6,098.98 66.40 4,915.64 4,213.48 15,294.50 1,100.52

2. 6. 2.2a. 1.1) HOT INSULATION 101.80 0.00 394.16 6,098.98 66.40 4,915.64 4,213.48 15,294.50 1,100.52


2. 6. 2.2a. 2 PIPE 〃 20 80 1 M 0.1 0.00 0.00 19.55 19.55 0.21 15.76 13.51 49.03 3.53 3.53

2. 6. 2.2a. 3 PIPE 〃 850 55 30 M 80.1 0.00 0.00 157.00 4,710.00 51.30 3,796.20 3,253.93 11,811.43 28.33 849.90

2. 6. 2.2a. 4 PIPE 〃 850 150 8 M 21.4 0.00 0.00 158.96 1,271.68 13.84 1,024.88 878.51 3,188.91 28.68 229.44

2. 6. 2.2a. 5 VALVE 〃 20 30 2 EA 0.1 0.00 0.00 19.55 39.10 0.42 31.52 27.01 98.05 3.53 7.06

2. 6. 2.2a. 6 VALVE 〃 20 80 1 EA 0.1 0.00 0.00 19.55 19.55 0.21 15.76 13.51 49.03 3.53 3.53

2. 6. 2.3 . 3) CONDENSATE SYSTEM 1,567.03 0.00 74,762.81 816.80 60,252.73 51,649.30 187,481.64 13,487.51

2. 6. 2.3a. 1.1) HOT INSULATION 1,567.03 0.00 74,762.81 816.80 60,252.73 51,649.30 187,481.64 13,487.51


2. 6. 2.3a. 2 PIPE 〃 20 30 105 M 6.6 0.00 0.00 21.31 2,237.55 24.15 1,803.90 1,545.92 5,611.52 3.85 404.25

2. 6. 2.3a. 3 PIPE 〃 25 30 69 M 5.4 0.00 0.00 21.51 1,484.19 15.87 1,195.77 1,025.07 3,720.90 3.88 267.72

2. 6. 2.3a. 4 PIPE 〃 25 80 3 M 0.2 0.00 0.00 19.55 58.65 0.63 47.28 40.52 147.08 3.53 10.59

2. 6. 2.3a. 5 PIPE 〃 40 30 204 M 25.6 0.00 0.00 22.29 4,547.16 48.96 3,663.84 3,140.79 11,400.75 4.02 820.08

2. 6. 2.3a. 6 PIPE 〃 40 35 101 M 12.7 0.00 0.00 22.29 2,251.29 24.24 1,813.96 1,555.00 5,644.49 4.02 406.02

2. 6. 2.3a. 7 PIPE 〃 50 30 13 M 2.0 0.00 0.00 22.49 292.37 3.12 235.56 201.93 732.98 4.06 52.78

2. 6. 2.3a. 8 PIPE 〃 50 35 110 M 17.3 0.00 0.00 22.68 2,494.80 27.50 2,010.80 1,723.68 6,256.78 4.09 449.90

2. 6. 2.3a. 9 PIPE 〃 65 35 1 M 0.2 0.00 0.00 39.10 39.10 0.43 31.52 27.02 98.07 7.06 7.06

2. 6. 2.3a. 10 PIPE 〃 80 35 84 M 21.1 0.00 0.00 23.66 1,987.44 21.84 1,601.88 1,373.12 4,984.28 4.27 358.68

2. 6. 2.3a. 11 PIPE 〃 100 40 63 M 19.8 0.00 0.00 23.85 1,502.55 16.38 1,211.49 1,038.22 3,768.64 4.30 270.90

2. 6. 2.3a. 12 PIPE 〃 100 110 23 M 7.2 0.00 0.00 24.64 566.72 6.21 456.78 391.54 1,421.25 4.45 102.35

2. 6. 2.3a. 13 PIPE 〃 150 30 396 M 186.5 0.00 0.00 24.83 9,832.68 106.92 7,923.96 6,792.49 24,656.05 4.48 1,774.08

2. 6. 2.3a. 14 PIPE 〃 150 40 9 M 4.2 0.00 0.00 26.00 234.00 2.52 188.64 161.66 586.82 4.69 42.21

2. 6. 2.3a. 15 PIPE 〃 150 45 280 M 131.9 0.00 0.00 24.83 6,952.40 75.60 5,602.80 4,802.77 17,433.57 4.48 1,254.40

Página 79





(℃) (mm) (mm) (M2)

REMARKS

MANHOURS

TOTAL


MATERIAL COST (A)

ERECTION

MATERIAL

COST ($) ( C )

INDIRECT COST

($)

( E )

LABOR COST (B)

CONSTRUCTION


2. 6. 2.3a. 16 PIPE 〃 250 45 342 M 268.5 0.00 0.00 26.20 8,960.40 99.18 7,223.04 6,191.35 22,473.97 4.73 1,617.66

2. 6. 2.3a. 17 PIPE 〃 350 45 589 M 647.3 0.00 0.00 27.18 16,009.02 176.70 12,899.10 11,059.30 40,144.12 4.90 2,886.10

2. 6. 2.3a. 18 PIPE 〃 450 45 7 M 9.9 0.00 0.00 83.88 587.16 6.37 473.20 405.62 1,472.35 15.14 105.98

2. 6. 2.3a. 19 ELBOW 〃 20 30 23 EA 1.4 0.00 0.00 19.55 449.65 4.83 362.48 310.64 1,127.60 3.53 81.19

2. 6. 2.3a. 20 ELBOW 〃 25 30 20 EA 1.6 0.00 0.00 19.55 391.00 4.20 315.20 270.12 980.52 3.53 70.60

2. 6. 2.3a. 21 ELBOW 〃 40 30 28 EA 3.5 0.00 0.00 20.33 569.24 6.16 458.92 393.29 1,427.61 3.67 102.76

2. 6. 2.3a. 22 ELBOW 〃 40 35 14 EA 1.8 0.00 0.00 20.92 292.88 3.22 236.04 202.34 734.48 3.77 52.78

2. 6. 2.3a. 23 ELBOW 〃 50 30 2 EA 0.3 0.00 0.00 19.55 39.10 0.42 31.52 27.01 98.05 3.53 7.06

2. 6. 2.3a. 24 ELBOW 〃 50 35 18 EA 2.8 0.00 0.00 22.88 411.84 4.50 331.92 284.52 1,032.78 4.13 74.34

2. 6. 2.3a. 25 ELBOW 〃 80 35 14 EA 3.5 0.00 0.00 23.66 331.24 3.64 266.98 228.85 830.71 4.27 59.78

2. 6. 2.3a. 26 ELBOW 〃 100 40 26 EA 8.2 0.00 0.00 24.05 625.30 6.76 503.88 431.93 1,567.87 4.34 112.84

2. 6. 2.3a. 27 ELBOW 〃 100 110 23 EA 7.2 0.00 0.00 23.85 548.55 5.98 442.29 379.03 1,375.85 4.30 98.90

2. 6. 2.3a. 28 ELBOW 〃 150 30 49 EA 23.1 0.00 0.00 24.24 1,187.76 12.74 957.46 820.55 2,978.51 4.37 214.13

2. 6. 2.3a. 29 ELBOW 〃 150 40 3 EA 1.4 0.00 0.00 26.00 78.00 0.84 62.88 53.89 195.61 4.69 14.07

2. 6. 2.3a. 30 ELBOW 〃 150 45 24 EA 11.3 0.00 0.00 24.44 586.56 6.48 472.80 405.28 1,471.12 4.41 105.84

2. 6. 2.3a. 31 ELBOW 〃 250 45 24 EA 18.8 0.00 0.00 36.76 882.24 9.60 711.12 609.51 2,212.47 6.63 159.12

2. 6. 2.3a. 32 ELBOW 〃 350 45 50 EA 55.0 0.00 0.00 38.32 1,916.00 21.00 1,544.50 1,323.82 4,805.32 6.91 345.50

2. 6. 2.3a. 33 ELBOW 〃 450 45 2 EA 2.8 0.00 0.00 166.19 332.38 3.62 267.88 229.62 833.50 29.99 59.98

2. 6. 2.3a. 34 TEE 〃 20 30 5 EA 0.3 0.00 0.00 19.55 97.75 1.05 78.80 67.53 245.13 3.53 17.65

2. 6. 2.3a. 35 TEE 〃 25 30 8 EA 0.6 0.00 0.00 19.55 156.40 1.68 126.08 108.05 392.21 3.53 28.24

2. 6. 2.3a. 36 TEE 〃 40 30 11 EA 1.4 0.00 0.00 21.31 234.41 2.53 188.98 161.95 587.87 3.85 42.35

2. 6. 2.3a. 37 TEE 〃 40 35 2 EA 0.3 0.00 0.00 29.33 58.66 0.64 47.28 40.53 147.11 5.29 10.58

2. 6. 2.3a. 38 TEE 〃 50 30 3 EA 0.5 0.00 0.00 19.55 58.65 0.63 47.28 40.52 147.08 3.53 10.59

2. 6. 2.3a. 39 TEE 〃 50 35 5 EA 0.8 0.00 0.00 23.46 117.30 1.30 94.55 81.05 294.20 4.23 21.15

2. 6. 2.3a. 40 TEE 〃 80 35 3 EA 0.8 0.00 0.00 26.00 78.00 0.84 62.88 53.89 195.61 4.69 14.07

2. 6. 2.3a. 41 TEE 〃 100 40 6 EA 1.9 0.00 0.00 26.00 156.00 1.68 125.76 107.78 391.22 4.69 28.14

2. 6. 2.3a. 42 TEE 〃 100 110 3 EA 0.9 0.00 0.00 26.00 78.00 0.84 62.88 53.89 195.61 4.69 14.07

2. 6. 2.3a. 43 TEE 〃 150 40 2 EA 0.9 0.00 0.00 29.33 58.66 0.64 47.28 40.53 147.11 5.29 10.58

2. 6. 2.3a. 44 TEE 〃 150 45 2 EA 0.9 0.00 0.00 29.33 58.66 0.64 47.28 40.53 147.11 5.29 10.58

2. 6. 2.3a. 45 TEE 〃 250 45 2 EA 1.6 0.00 0.00 39.10 78.20 0.86 63.04 54.03 196.13 7.06 14.12

2. 6. 2.3a. 46 TEE 〃 350 45 4 EA 4.4 0.00 0.00 39.10 156.40 1.72 126.08 108.07 392.27 7.06 28.24

2. 6. 2.3a. 47 TEE 〃 450 45 1 EA 1.4 0.00 0.00 175.97 175.97 1.92 141.82 121.57 441.28 31.75 31.75

2. 6. 2.3a. 48 FLANGE 〃 20 30 4 EA 0.3 0.00 0.00 19.55 78.20 0.84 63.04 54.02 196.10 3.53 14.12

2. 6. 2.3a. 49 FLANGE 〃 25 30 11 EA 0.9 0.00 0.00 16.03 176.33 1.87 142.12 121.80 442.12 2.89 31.79

2. 6. 2.3a. 50 FLANGE 〃 40 30 7 EA 0.9 0.00 0.00 16.81 117.67 1.26 94.85 81.29 295.07 3.03 21.21

2. 6. 2.3a. 51 FLANGE 〃 50 35 1 EA 0.2 0.00 0.00 19.55 19.55 0.21 15.76 13.51 49.03 3.53 3.53

2. 6. 2.3a. 52 FLANGE 〃 80 35 2 EA 0.5 0.00 0.00 19.55 39.10 0.42 31.52 27.01 98.05 3.53 7.06

2. 6. 2.3a. 53 FLANGE 〃 100 40 11 EA 3.5 0.00 0.00 17.79 195.69 2.09 157.74 135.18 490.70 3.21 35.31

2. 6. 2.3a. 54 FLANGE 〃 150 45 1 EA 0.5 0.00 0.00 19.55 19.55 0.21 15.76 13.51 49.03 3.53 3.53

2. 6. 2.3a. 55 FLANGE 〃 250 45 4 EA 3.1 0.00 0.00 19.55 78.20 0.84 63.04 54.02 196.10 3.53 14.12

2. 6. 2.3a. 56 FLANGE 〃 350 45 2 EA 2.2 0.00 0.00 19.55 39.10 0.42 31.52 27.01 98.05 3.53 7.06

2. 6. 2.3a. 57 FLANGE 〃 450 45 5 EA 7.1 0.00 0.00 58.66 293.30 3.20 236.35 202.61 735.46 10.58 52.90

2. 6. 2.3a. 58 VALVE 〃 15 25 8 EA 0.4 0.00 0.00 22.09 176.72 1.92 142.48 122.10 443.22 3.99 31.92

2. 6. 2.3a. 59 VALVE 〃 20 30 24 EA 1.5 0.00 0.00 21.12 506.88 5.52 408.48 350.16 1,271.04 3.81 91.44

2. 6. 2.3a. 60 VALVE 〃 25 30 40 EA 3.1 0.00 0.00 21.12 844.80 9.20 680.80 583.60 2,118.40 3.81 152.40

2. 6. 2.3a. 61 VALVE 〃 25 80 6 EA 0.5 0.00 0.00 22.88 137.28 1.50 110.64 94.84 344.26 4.13 24.78

Página 80





(℃) (mm) (mm) (M2)

REMARKS

MANHOURS

TOTAL


MATERIAL COST (A)

ERECTION

MATERIAL

COST ($) ( C )

INDIRECT COST

($)

( E )

LABOR COST (B)

CONSTRUCTION


2. 6. 2.3a. 62 VALVE 〃 40 30 1 EA 0.1 0.00 0.00 39.10 39.10 0.43 31.52 27.02 98.07 7.06 7.06

2. 6. 2.3a. 63 VALVE 〃 40 35 1 EA 0.1 0.00 0.00 39.10 39.10 0.43 31.52 27.02 98.07 7.06 7.06

2. 6. 2.3a. 64 VALVE 〃 65 35 1 EA 0.2 0.00 0.00 39.10 39.10 0.43 31.52 27.02 98.07 7.06 7.06

2. 6. 2.3a. 65 VALVE 〃 100 40 16 EA 5.0 0.00 0.00 35.39 566.24 6.24 456.32 391.19 1,419.99 6.39 102.24

2. 6. 2.3a. 66 VALVE 〃 100 110 3 EA 0.9 0.00 0.00 39.10 117.30 1.29 94.56 81.05 294.20 7.06 21.18

2. 6. 2.3a. 67 VALVE 〃 150 40 1 EA 0.5 0.00 0.00 39.10 39.10 0.43 31.52 27.02 98.07 7.06 7.06

2. 6. 2.3a. 68 VALVE 〃 250 45 3 EA 2.4 0.00 0.00 52.20 156.60 1.71 126.21 108.19 392.71 9.42 28.26

2. 6. 2.3a. 69 VALVE 〃 350 45 4 EA 4.4 0.00 0.00 68.43 273.72 3.00 220.60 189.10 686.42 12.35 49.40

2. 6. 2.3a. 70 VALVE 〃 450 45 2 EA 2.8 0.00 0.00 215.07 430.14 4.68 346.68 297.16 1,078.66 38.81 77.62

2. 6. 2.4 . 4) AUX. CONDENSATE SYSTEM 14.48 0.00 1,074.85 11.69 866.40 742.64 2,695.58 193.93

2. 6. 2.4a. 1.1) HOT INSULATION 0.75 0.00 78.00 0.84 62.88 53.89 195.61 14.07


2. 6. 2.4b. 1.2) PERSONAL PROTECTION 13.72 0.00 996.85 10.85 803.52 688.75 2499.97 179.86

2. 6. 2.4b. 1 PIPE Mineral Wool #150 density 25 10 1 M 0.1 0.00 0.00 19.55 19.55 0.21 15.76 13.51 49.03 3.53 3.53

2. 6. 2.4b. 2 PIPE 〃 40 10 1 M 0.1 0.00 0.00 39.10 39.10 0.43 31.52 27.02 98.07 7.06 7.06

2. 6. 2.4b. 3 PIPE 〃 80 10 4 M 1.0 0.00 0.00 24.44 97.76 1.08 78.80 67.55 245.19 4.41 17.64

2. 6. 2.4b. 4 PIPE 〃 100 10 3 M 0.9 0.00 0.00 26.00 78.00 0.84 62.88 53.89 195.61 4.69 14.07

2. 6. 2.4b. 5 PIPE 〃 150 10 13 M 6.1 0.00 0.00 25.61 332.93 3.64 268.32 230.01 834.90 4.62 60.06

2. 6. 2.4b. 6 ELBOW 〃 80 10 3 EA 0.8 0.00 0.00 26.00 78.00 0.84 62.88 53.89 195.61 4.69 14.07

2. 6. 2.4b. 7 ELBOW 〃 100 10 2 EA 0.6 0.00 0.00 29.33 58.66 0.64 47.28 40.53 147.11 5.29 10.58

2. 6. 2.4b. 8 ELBOW 〃 150 10 3 EA 1.4 0.00 0.00 26.00 78.00 0.84 62.88 53.89 195.61 4.69 14.07

2. 6. 2.4b. 9 TEE 〃 150 10 3 EA 1.4 0.00 0.00 26.00 78.00 0.84 62.88 53.89 195.61 4.69 14.07

2. 6. 2.4b. 10 FLANGE 〃 40 10 1 EA 0.1 0.00 0.00 19.55 19.55 0.21 15.76 13.51 49.03 3.53 3.53

2. 6. 2.4b. 11 FLANGE 〃 80 10 1 EA 0.3 0.00 0.00 19.55 19.55 0.21 15.76 13.51 49.03 3.53 3.53

2. 6. 2.4b. 12 FLANGE 〃 150 10 1 EA 0.5 0.00 0.00 19.55 19.55 0.21 15.76 13.51 49.03 3.53 3.53

2. 6. 2.4b. 13 VALVE 〃 25 10 1 EA 0.1 0.00 0.00 39.10 39.10 0.43 31.52 27.02 98.07 7.06 7.06

2. 6. 2.4b. 14 VALVE 〃 100 10 1 EA 0.3 0.00 0.00 39.10 39.10 0.43 31.52 27.02 98.07 7.06 7.06

2. 6. 3.. 3. FEEDWATER SYSTEM 1,871.33 0.00 120,515.05 1,310.14 97,132.23 83,257.03 302,214.45 21,744.12

2. 6. 3.1 . 1) PIPEWORK AND VALVES 1,871.33 0.00 120,515.05 1,310.14 97,132.23 83,257.03 302,214.45 21,744.12

2. 6. 3.1a. 1.1) HOT INSULATION 1,871.33 0.00 120,515.05 1,310.14 97,132.23 83,257.03 302,214.45 21,744.12

2. 6. 3.1a. 1 PIPE Mineral Wool #150 density 20 35 52 M 3.3 0.00 0.00 21.12 1,098.24 11.96 885.04 758.68 2,753.92 3.81 198.12

2. 6. 3.1a. 2 PIPE 〃 20 50 187 M 11.7 0.00 0.00 21.31 3,984.97 43.01 3,212.66 2,753.20 9,993.84 3.85 719.95

2. 6. 3.1a. 3 PIPE 〃 25 35 47 M 3.7 0.00 0.00 21.70 1,019.90 11.28 822.03 704.67 2,557.88 3.92 184.24

2. 6. 3.1a. 4 PIPE 〃 40 50 9 M 1.1 0.00 0.00 21.70 195.30 2.16 157.41 134.94 489.81 3.92 35.28

2. 6. 3.1a. 5 PIPE 〃 40 45 323 M 40.6 0.00 0.00 22.29 7,199.67 77.52 5,801.08 4,972.92 18,051.19 4.02 1,298.46

2. 6. 3.1a. 6 PIPE 〃 50 40 207 M 32.5 0.00 0.00 22.68 4,694.76 51.75 3,783.96 3,243.65 11,774.12 4.09 846.63

2. 6. 3.1a. 7 PIPE 〃 80 45 13 M 3.3 0.00 0.00 24.05 312.65 3.38 251.94 215.97 783.94 4.34 56.42

2. 6. 3.1a. 8 PIPE 〃 80 55 306 M 76.9 0.00 0.00 23.85 7,298.10 79.56 5,884.38 5,042.80 18,304.84 4.30 1,315.80

2. 6. 3.1a. 9 PIPE 〃 100 55 1161 M 364.6 0.00 0.00 24.05 27,922.05 301.86 22,500.18 19,287.48 70,011.57 4.34 5,038.74

2. 6. 3.1a. 10 PIPE 〃 200 60 498 M 312.7 0.00 0.00 25.42 12,659.16 139.44 10,204.02 8,746.59 31,749.21 4.59 2,285.82

2. 6. 3.1a. 11 PIPE 〃 250 55 732 M 574.6 0.00 0.00 26.00 19,032.00 204.96 15,342.72 13,148.68 47,728.36 4.69 3,433.08

2. 6. 3.1a. 12 ELBOW 〃 20 40 66 EA 4.1 0.00 0.00 18.97 1,252.02 13.86 1,009.14 865.06 3,140.08 3.42 225.72

2. 6. 3.1a. 13 ELBOW 〃 25 35 19 EA 1.5 0.00 0.00 19.55 371.45 3.99 299.44 256.62 931.50 3.53 67.07

Página 81





(℃) (mm) (mm) (M2)

REMARKS

MANHOURS

TOTAL


MATERIAL COST (A)

ERECTION

MATERIAL

COST ($) ( C )

INDIRECT COST

($)

( E )

LABOR COST (B)

CONSTRUCTION


2. 6. 3.1a. 14 ELBOW 〃 40 45 74 EA 9.3 0.00 0.00 20.14 1,490.36 16.28 1,201.02 1,029.57 3,737.23 3.63 268.62

2. 6. 3.1a. 15 ELBOW 〃 50 40 118 EA 18.5 0.00 0.00 22.29 2,630.22 28.32 2,119.28 1,816.73 6,594.55 4.02 474.36

2. 6. 3.1a. 16 ELBOW 〃 80 55 89 EA 22.4 0.00 0.00 23.27 2,071.03 22.25 1,668.75 1,430.49 5,192.52 4.20 373.80

2. 6. 3.1a. 17 ELBOW 〃 100 55 227 EA 71.3 0.00 0.00 23.46 5,325.42 59.02 4,292.57 3,679.62 13,356.63 4.23 960.21

2. 6. 3.1a. 18 ELBOW 〃 200 55 148 EA 92.9 0.00 0.00 30.50 4,514.00 48.84 3,637.84 3,118.25 11,318.93 5.50 814.00

2. 6. 3.1a. 19 ELBOW 〃 250 55 168 EA 131.9 0.00 0.00 36.56 6,142.08 67.20 4,950.96 4,243.60 15,403.84 6.60 1,108.80

2. 6. 3.1a. 20 TEE 〃 40 45 11 EA 1.4 0.00 0.00 21.31 234.41 2.53 188.98 161.95 587.87 3.85 42.35

2. 6. 3.1a. 21 TEE 〃 80 55 29 EA 7.3 0.00 0.00 23.66 686.14 7.54 553.03 474.05 1,720.76 4.27 123.83

2. 6. 3.1a. 22 TEE 〃 100 55 9 EA 2.8 0.00 0.00 23.85 214.65 2.34 173.07 148.32 538.38 4.30 38.70

2. 6. 3.1a. 23 TEE 〃 200 55 9 EA 5.7 0.00 0.00 32.65 293.85 3.24 236.88 203.04 737.01 5.89 53.01

2. 6. 3.1a. 24 FLANGE 〃 20 40 11 EA 0.7 0.00 0.00 16.03 176.33 1.87 142.12 121.80 442.12 2.89 31.79

2. 6. 3.1a. 25 FLANGE 〃 25 35 9 EA 0.7 0.00 0.00 15.25 137.25 1.53 110.61 94.83 344.22 2.75 24.75

2. 6. 3.1a. 26 FLANGE 〃 50 40 19 EA 3.0 0.00 0.00 16.42 311.98 3.42 251.56 215.58 782.54 2.96 56.24

2. 6. 3.1a. 27 FLANGE 〃 80 55 19 EA 4.8 0.00 0.00 17.40 330.60 3.61 266.38 228.37 828.96 3.14 59.66

2. 6. 3.1a. 28 FLANGE 〃 250 55 39 EA 30.6 0.00 0.00 18.57 724.23 7.80 583.83 500.35 1,816.21 3.35 130.65

2. 6. 3.1a. 29 VALVE 〃 15 35 39 EA 1.8 0.00 0.00 18.97 739.83 8.19 596.31 511.17 1,855.50 3.42 133.38

2. 6. 3.1a. 30 VALVE 〃 20 35 138 EA 8.7 0.00 0.00 20.73 2,860.74 31.74 2,304.60 1,976.15 7,173.23 3.74 516.12

2. 6. 3.1a. 31 VALVE 〃 20 40 11 EA 0.7 0.00 0.00 21.31 234.41 2.53 188.98 161.95 587.87 3.85 42.35

2. 6. 3.1a. 32 VALVE 〃 25 35 71 EA 5.6 0.00 0.00 21.12 1,499.52 16.33 1,208.42 1,035.88 3,760.15 3.81 270.51

2. 6. 3.1a. 33 VALVE 〃 40 45 20 EA 2.5 0.00 0.00 22.49 449.80 4.80 362.40 310.66 1,127.66 4.06 81.20

2. 6. 3.1a. 34 VALVE 〃 80 55 49 EA 12.3 0.00 0.00 35.19 1,724.31 18.62 1,389.64 1,191.14 4,323.71 6.35 311.15

2. 6. 3.1a. 35 VALVE 〃 100 55 19 EA 6.0 0.00 0.00 35.98 683.62 7.41 551.00 472.27 1,714.30 6.49 123.31

2. 6. 4. . 4. SAMPLING SYSTEM 179.36 0.00 59,454.41 642.95 47,928.01 41,075.88 149,101.25 10,740.65

2. 6. 4.1 . 1) PIPEWORK AND VALVES 179.36 0.00 59,454.41 642.95 47,928.01 41,075.88 149,101.25 10,740.65

2. 6. 4.1a. 1.1) HOT INSULATION 179.36 0.00 59,454.41 642.95 47,928.01 41,075.88 149,101.25 10,740.65

2. 6. 4.1a. 1 PIPE Mineral Wool #150 density 20 80 2337 M 146.8 0.00 0.00 21.31 49,801.47 537.51 40,149.66 34,407.67 124,896.31 3.85 8,997.45

2. 6. 4.1a. 2 ELBOW 〃 20 80 448 EA 28.1 0.00 0.00 19.16 8,583.68 94.08 6,917.12 5,929.84 21,524.72 3.46 1,550.08

2. 6. 4.1a. 3 FLANGE 〃 20 80 71 EA 4.5 0.00 0.00 15.06 1,069.26 11.36 861.23 738.37 2,680.22 2.72 193.12

2. 6. 5. . 5. CHEMICAL SYSTEM 4.08 0.00 1,091.85 11.97 880.07 754.35 2,738.24 197.21

2. 6. 5.1 . 1) PIPEWORK AND VALVES 4.08 0.00 1,091.85 11.97 880.07 754.35 2,738.24 197.21

2. 6. 5.1a. 1.1) HOT INSULATION 4.08 0.00 1,091.85 11.97 880.07 754.35 2,738.24 197.21

2. 6. 5.1a. 1 PIPE Mineral Wool #150 density 25 30 35 M 2.7 0.00 0.00 21.70 759.50 8.40 612.15 524.75 1,904.80 3.92 137.20

2. 6. 5.1a. 2 ELBOW 〃 25 30 13 EA 1.0 0.00 0.00 19.55 254.15 2.73 204.88 175.58 637.34 3.53 45.89

2. 6. 5.1a. 3 FLANGE 〃 25 30 2 EA 0.2 0.00 0.00 19.55 39.10 0.42 31.52 27.01 98.05 3.53 7.06

2. 6. 5.1a. 4 VALVE 〃 25 30 2 EA 0.2 0.00 0.00 19.55 39.10 0.42 31.52 27.01 98.05 3.53 7.06

-end-

[NOTE]

1. Subcontractor shall include scaffolding works

2. Subcontractor shall supply insulation material as well as transportation of the material in their scope of work

3. Subcontractor shall supply all necessary items as below based on this Bill of Quantities,

1) Aluminium Sheet : Up To 350mm - 0.75mm

Above 350mm - 1.0mm

Página 82





(℃) (mm) (mm) (M2)

REMARKS

MANHOURS

TOTAL


MATERIAL COST (A)

ERECTION

MATERIAL

COST ($) ( C )

INDIRECT COST

($)

( E )

LABOR COST (B)

CONSTRUCTION


2) 1.2dia stainless steel wire

3) Stainless steel tapping screw

(Min. requirement 4mmDia x 12mmLong)

4) Finished cement

Página 83

Erection of Mechanical Equipments for Package 2G. (Rev. 1)Kallpa Combined Cycle Conversion Project


PAINTING PAINTING AREA TOTAL COST

SPEC. SIZE UNIT TOTAL ( A + B + C + D + E )

(mm) (M2) (M2)

2. 7. . . 2. PIPING 27,948.66 0.00 145,052.46 2,858.90 304,158.28 171,896.33 623,965.97 28,124.52

2. 7. . . 11) HP STEAM SYSTEM 1908.1 0.00 0.00 6.22 11,868.38 228.97 24,900.71 14,068.25 51,066.31 1.21 2,308.80

2. 7. . . 22) CR STEAM SYSTEM 3353.0 0.00 0.00 6.22 20,855.66 402.36 43,756.65 24,721.37 89,736.04 1.21 4,057.13

2. 7. . . 33) HR STEAM SYSTEM 3444.6 0.00 0.00 6.22 21,425.66 413.36 44,952.55 25,397.03 92,188.60 1.21 4,168.01

2. 7. . . 44) LP STEAM SYSTEM 1887.4 0.00 0.00 6.22 11,739.38 226.48 24,630.05 13,915.34 50,511.25 1.21 2,283.71

2. 7. . . 55) AUX. STEAM SYSTEM 1309.1 0.00 0.00 5.98 7,828.42 157.09 16,416.11 9,278.55 33,680.17 1.16 1,518.56

2. 7. . . 66) HP BYPASS SYSTEM 391.4 0.00 0.00 5.98 2,340.33 46.96 4,907.65 2,773.85 10,068.79 1.16 453.98

2. 7. . . 77) HR BYPASS SYSTEM 280.0 0.00 0.00 5.98 1,674.40 33.60 3,511.20 1,984.56 7,203.76 1.16 324.80

2. 7. . . 88) CONDENSATE SYSTEM 3001.8 0.00 0.00 5.98 17,950.76 360.22 37,642.57 21,275.95 77,229.50 1.16 3,482.09

2. 7. . . 99) AUX. CONDENSATE SYSTEM 26.3 0.00 0.00 3.99 104.94 2.10 219.87 124.31 451.22 0.77 20.25

2. 7. . . 1010) FEEDWATER SYSTEM 3286.0 0.00 0.00 3.99 13,111.14 262.88 27,470.96 15,531.02 56,376.00 0.77 2,530.22

2. 7. . . 1111) CLOSED COOLING WATER SYSTEM 3028.0 0.00 0.00 3.99 12,081.72 242.24 25,314.08 14,311.60 51,949.64 0.77 2,331.56

2. 7. . . 1212) SERVICE WATER SYSTEM 1020.0 0.00 0.00 3.99 4,069.80 81.60 8,527.20 4,820.95 17,499.55 0.77 785.40

2. 7. . . 13 13) SAMPLING SYSTEM 352.0 0.00 0.00 3.99 1,404.48 28.16 2,942.72 1,663.70 6,039.06 0.77 271.04

2. 7. . . 14 14) CHEMICAL SYSTEM 3028.0 0.00 0.00 3.99 12,081.72 242.24 25,314.08 14,311.60 51,949.64 0.77 2,331.56

2. 7. . . 15 15) NITROGEN SYSTEM 303.0 0.00 0.00 3.99 1,208.97 24.24 2,533.08 1,432.11 5,198.40 0.77 233.31

2. 7. . . 16 16) WASTE WATER SYSTEM 1330.0 0.00 0.00 3.99 5,306.70 106.40 11,118.80 6,286.14 22,818.04 0.77 1,024.10

- end -

[NOTE]

1. Subcontractor shall include scaffolding works

2. Subcontractor shall supply painting material as well as transportation of the material in their scope of work

TOTAL UNIT TOTAL

ERECTION

MATERIAL

COST ($) ( C )

CONSTRUCTION EQUIP.

COST ($) ( D )TOTALREMARKS

Código

CosapiPACKAGE

MANHOURSMATERIAL COST (A) LABOR COST (B)

UNIT UNIT

INDIRECT COST ($)

( E )Q'TY

Página 84

POSCO E&C Rev: 2: May 25, 2009

TOTAL COST

UNIT TOTAL UNIT TOTAL ( A + B + C + D + E ) UNIT TOTAL

E-001 POWER TRANSFORMERS 0.00 14,204.85 546.69 104,722.16 45,429.03 164,902.73 2,405.76

E-002 GENERATOR CB PANEL WITH ACCESSORIES 0.00 2,317.02 84.39 2,809.55 1,981.43 7,192.39 345.13

E-003 21kV ISOLATED PHASE BUSDUCT 0.00 16,535.70 679.80 4,782.90 8,364.73 30,363.13 2,779.20

E-004 MV SWITCHGEARS 0.00 16,835.76 670.14 9,148.50 10,135.14 36,789.54 2,840.76

E-005 LV SWITCHGEARS 0.00 33,600.44 1,342.77 17,206.61 19,829.60 71,979.42 5,666.81

E-006 480V MCC & PDB 0.00 59,586.92 2,374.01 42,893.53 39,870.16 144,724.62 9,888.50

E-007 125V DC & UPS SYSTEM 0.00 6,072.96 250.13 1,813.21 3,093.77 11,230.07 1,018.50

E-008 LIGHTING PANEL 0.00 7,170.75 300.15 2,692.80 3,864.68 14,028.38 1,206.00

E-009 GENERATOR AUXILIARIES (by STG vendor) 0.00 5,990.97 237.54 3,444.39 3,678.06 13,350.96 1,011.41

E-010 POWER & CONTROL CABLES 0.00 392,627.64 15,846.31 75,613.93 184,071.02 668,158.90 70,551.81

E-011 CABLE RACEWAYS 0.00 536,938.60 22,309.48 89,806.76 246,798.66 895,853.50 90,041.86

E-012 LIGHTING & SMALL POWER SUPPLY SYSTEM 0.00 30,717.78 1,273.67 4,055.66 13,706.68 49,753.79 5,296.85

E-013 FIRE DETECTION & ALARM SYSTEM 0.00 32,456.10 1,191.70 5,204.32 14,773.27 53,625.39 4,644.12

E-014 TELE-COMMUNICATION EQUIPMENT 0.00 15,371.70 565.07 2,465.96 6,997.51 25,400.24 2,199.89

E-015 CATHODIC PROTECTION SYSTEM 0.00 47,184.35 1,884.73 4,034.90 20,192.41 73,296.39 8,075.33

E-016 STEEL STRUCTURES FOR IPB SUPPORT (BY OTHERS) 0.00 42,010.20 1,588.50 3,536.70 17,922.91 65,058.31 7,518.90

E-017 EARTHING & LIGHTNING SYSTEM 0.00 54,525.88 2,313.51 5,629.54 23,753.37 86,222.30 8,969.38

E-018 CABLE ACCESSORIES 0.00 346,824.56 11,630.99 41,719.96 152,163.93 552,339.44 57,915.65

E-019 LOCAL CONTROL SWITCHBOX 0.00 2,862.54 119.66 257.92 1,232.03 4,472.15 465.62

E-020 OTHERS 0.00 53,508.02 2,186.98 8,968.39 24,587.81 89,251.20 9,181.58

TOTAL 0.00 1,717,342.74 67,396.22 430,807.69 842,446.20 3,057,992.85 292,023.06

MATERIAL COST (A) LABOR COST (B) M/DINDIRECT COST ($)

( E )

Bill of Material - ElectricalPeru Kallpa CCPP

NO. DESCRIPTION Unit Q'TYERECTION

MATERIAL

COST ($) ( C )

CONSTRUCTION


Página 85

UNIT : US$


REMARKS

Página 86


TOTAL M'MENT TOTAL COST

Original Final Lengh Width Height M'Ment W/T(ton) (m3) UNIT TOTAL UNIT TOTAL ( A + B + C + D + E ) UNIT TOTAL

3. 1. . . 1.00 POWER TRANSFORMERS 0.00 14,204.85 546.69 104,722.16 45,429.03 164,902.73 2,405.76

3. 1. . 1.1) MAIN STEP-UP TRANSFORMER sets 1 1 10.5 4.2 5.0 440.0 0.00 0.00 8,043.99 8,043.99 297.86 94,731.04 39,192.74 142,265.63 1,368.12 1,368.12

204/272/340MVA, ONAN/ONAF/ONAF, 21/220kV, YNd1, NLTC +/-2x2.5%

12%@204MVA

3. 1. . 2.2) UNIT AUXILIARY TRANSFORMER sets 1 1 7.5 2.8 4.0 160.0 0.00 0.00 4,937.67 4,937.67 198.57 9,637.31 5,617.54 20,391.09 832.08 832.08

9.58/12.74/16MVA, ONAN/ONAF/ONAF, 21/4.16kV, Dyn1, NLTC +/-2x2.5%

Z=6%@9.58MVA

3. 1. . 3.3) NGR PANELS for Unit Aux Neutral grounding sets 1 1 1.0 1.2 2.2 2.0 0.00 0.00 1,223.19 1,223.19 50.26 353.81 618.75 2,246.01 205.56 205.56

Outdoor, 400A, 10sec.

2 GENERATOR CB PANEL WITH ACCESSORIES sets 0.00 2,317.02 84.39 2,809.55 1,981.43 7,192.39 345.13

3. 2. . .2 GENERATOR CB PANEL WITH ACCESSORIES sets 1 1 6.0 2.3 2.4 4.0 0.00 0.00 2,317.02 2,317.02 84.39 2,809.55 1,981.43 7,192.39 345.13 345.13

include DS, ES, Instrument transformer,

Surge Protection equipment, control cabinet, etc.

3ph, 60Hz, 24kV, SF6, 100kA(3sec.), 10000A

3. 3. . . 3 21kV ISOLATED PHASE BUSDUCT 0.00 16,535.70 679.80 4,782.90 8,364.73 30,363.13 2,779.20

Outdoor, IP 54, 3PH, 60Hz, Rated Voltage:21kV

10000A (main), 1200A (Tee-off)

3. 3. . 1.1) Main Bus to Unit Main TR / set, 10000A m 90 90 0.00 0.00 151.01 13,590.90 558.90 3,931.20 6,875.17 24,956.17 25.38 2,284.20

3. 3. . 2.2) Tee-off Bus to Unit Aux. TR / set, 1200A m 15 15 0.00 0.00 98.16 1,472.40 60.45 425.85 744.78 2,703.48 16.50 247.50

3. 3. . 3.3) Tee-off Bus to Excitation TR / set, 1200A m 15 15 0.00 0.00 98.16 1,472.40 60.45 425.85 744.78 2,703.48 16.50 247.50

4)

3. 4. . . 4.00 MV SWITCHGEARS 0.00 16,835.76 670.14 9,148.50 10,135.14 36,789.54 2,840.76

3. 4. . 1.1) 4.16kV UNIT SWITCHGEAR sets 9 9 0.7 1.3 2.2 1.2 0.00 0.00 935.32 8,417.88 335.07 4,574.25 5,067.57 18,394.77 157.82 1,420.38

4.16kV, 60Hz, 3ph, 3200A, 49kA-1sec

3. 4. . 2.2) 4.16kV MV MOTOR STARTER sets 9 9 0.7 1.3 2.2 1.2 0.00 0.00 935.32 8,417.88 335.07 4,574.25 5,067.57 18,394.77 157.82 1,420.38

4.16kV, 60Hz, 3ph, 400A/200A, 49kA-1sec

3. 5. . . 5.00 LV SWITCHGEARS 0.00 33,600.44 1,342.77 17,206.61 19,829.60 71,979.42 5,666.81

1) 480V LOAD CENTER TRANSFORMER

4.16kV-480/277V, 3ph, Dyn1, NLTC, ±2 x 2.5%

3. 5. . 1.2500/3333kVA (AA/FA) sets 4 4 2.5 2.0 2.2 4.5 0.00 0.00 2,106.41 8,425.64 337.56 4,148.60 4,909.62 17,821.42 355.13 1,420.52

3. 5. . 2.2) 480V ACB SWITCHGEAR-1 sets 15 15 0.8 1.0 2.2 1.2 0.00 0.00 932.40 13,986.00 558.45 7,254.45 8,288.88 30,087.78 157.27 2,359.05

480V, 60Hz, 4000A, 800A

3. 5. . 3.3) 480V ACB SWITCHGEAR-2(ACC) sets 6 6 0.8 1.0 2.2 1.2 0.00 0.00 932.40 5,594.40 223.38 2,901.78 3,315.55 12,035.11 157.27 943.62

480V, 60Hz, 4000A, 2000A

3. 5. . 4.4) 480V ACB SWITCHGEAR-3 (ACC) sets 6 6 0.8 1.0 2.2 1.2 0.00 0.00 932.40 5,594.40 223.38 2,901.78 3,315.55 12,035.11 157.27 943.62

Código

Cosapi

MATERIAL COST (A) LABOR COST (B) MANHOURSINDIRECT COST

($)

( E )

Q'TY


NO. DESCRIPTION Unit

Dimension (m) ERECTION

MATERIAL

COST ($) ( C )

CONSTRUCTION


Página 87




Código

Cosapi


($)

( E )

Q'TY




MATERIAL

COST ($) ( C )

CONSTRUCTION


480V, 60Hz, 4000A, 2000A

3. 6. . . 6.00 480V MCC & PDB 0.00 59,586.92 2,374.01 42,893.53 39,870.16 144,724.62 9,888.50

MCCB, 480V, 50kA, 1sec.(Typical)

3. 6. . 1.1) 480V ST #1 MCC sets 13 13 1.0 0.6 2.2 0.6 0.00 0.00 638.56 8,301.28 330.07 6,164.99 5,626.20 20,422.54 106.00 1,378.00

3. 6. . 2.2) 480V ST #2 MCC sets 13 13 1.0 0.6 2.2 0.6 0.00 0.00 638.56 8,301.28 330.07 6,164.99 5,626.20 20,422.54 106.00 1,378.00

3. 6. . 3.3) 480V HRSG #1~3 MCC sets 15 15 1.0 0.6 2.2 0.6 0.00 0.00 638.56 9,578.40 380.85 7,113.45 6,491.77 23,564.47 106.00 1,590.00

3. 6. . 4.4) 480V HRSG #1~3 PQWER DIST. PANEL sets 9 9 1.5 1.0 2.2 0.6 0.00 0.00 944.68 8,502.12 342.81 4,955.13 5,247.38 19,047.44 156.50 1,408.50

3. 6. . 5.5) 480V ACC#1~#4 MCC sets 16 16 1.0 0.6 2.2 0.6 0.00 0.00 638.56 10,216.96 406.24 7,587.68 6,924.56 25,135.44 106.00 1,696.00

3. 6. . 6.6) 480V ADMIN. MCC sets 6 6 1.0 0.6 2.2 0.6 0.00 0.00 638.56 3,831.36 152.34 2,845.38 2,596.71 9,425.79 106.00 636.00

3. 6. . 7.7) 480V CCW MCC sets 10 10 1.0 0.6 2.2 0.6 0.00 0.00 638.56 6,385.60 253.90 4,742.30 4,327.85 15,709.65 106.00 1,060.00

3. 6. . 8.8) 480V GENERAL SERVICE MCC sets 7 7 1.0 0.6 2.2 0.6 0.00 0.00 638.56 4,469.92 177.73 3,319.61 3,029.49 10,996.75 106.00 742.00

3. 7. . . 7.00 125V DC & UPS SYSTEM 0.00 6,072.96 250.13 1,813.21 3,093.77 11,230.07 1,018.50

3. 7. . 1.1) BATTERY CHARGER sets 2 2 1.0 1.0 2.2 2.0 0.00 0.00 600.16 1,200.32 50.02 242.76 567.74 2,060.84 101.00 202.00

3ph, 60Hz, 480V / DC 125V, 600A

3. 7. . 2.2) DC125V DISTRIBUTION PANEL sets 1 1 2.0 1.0 2.2 0.8 0.00 0.00 520.18 520.18 20.01 434.00 370.43 1,344.62 88.40 88.40

125V, 800A

3. 7. . 3.3) BATTERY CHARGER WITH DISTRIBUTION PANEL sets 1 1 1.0 1.0 2.2 2.0 0.00 0.00 1,197.73 1,197.73 50.03 220.78 558.40 2,026.94 201.50 201.50

DC125V / DC 24V, 600A

3. 7. . 4.4) BATTERY WITH RACK sets 1 1 2.7 0.7 1.4 2.0 0.00 0.00 1,221.46 1,221.46 50.03 420.35 643.31 2,335.15 201.00 201.00

Lead Acid, 700AH, 65CELL

DC 125V

3. 7. . 5.5) UPS (INVERTER /AVR/STS) sets 2 2 1.0 1.0 2.2 0.8 0.00 0.00 483.32 966.64 40.02 247.66 476.95 1,731.27 81.40 162.80

DC 125V

1ph, 120V, 60Hz, 60kVA

3. 7. . 5. N16) AVR sets - 1 0.00 0.00 478.05 478.05 20.01 79.52 219.62 797.20 80.40 80.40

1ph, 480V / 1ph, 120V, 60Hz, 60kVA

3. 7. . 6.7) AC120V UPS DISTRIBUTION PANEL sets 1 1 1.0 1.0 2.2 0.8 0.00 0.00 488.58 488.58 20.01 168.14 257.32 934.05 82.40 82.40

AC 120V, 400A, 10kA

3. 8. . . 8.00 LIGHTING PANEL 0.00 7,170.75 300.15 2,692.80 3,864.68 14,028.38 1,206.00

3. 8. . 1.1) LIGHTING DIST PANEL sets 15 15 1.0 0.4 1.5 0.8 0.00 0.00 478.05 7,170.75 300.15 2,692.80 3,864.68 14,028.38 80.40 1,206.00

MCCB, 480-208/120V, 3PH, 4W

3. 8. . 2.2) SMALL POWER DIST BOARD sets N/A - 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Página 88




Código

Cosapi


($)

( E )

Q'TY




MATERIAL

COST ($) ( C )

CONSTRUCTION


3. 9. . . 9.00 GENERATOR AUXILIARIES (by STG vendor) 0.00 5,990.97 237.54 3,444.39 3,678.06 13,350.96 1,011.41

21KV, 3PH, 291MW, PF 0.85

3. 9. . 1.1) Generator NGR Cubicle sets 1 1 1.0 0.8 2.2 1.0 0.00 0.00 800.16 800.16 30.72 659.32 566.64 2,056.84 135.62 135.62

3. 9. . 2.2) Control & Protection Panel sets 1 1 1.0 0.8 2.2 0.8 0.00 0.00 508.84 508.84 19.83 361.12 338.34 1,228.13 86.09 86.09

3. 9. . 3.3) Regulator Cubicle sets 1 1 1.0 0.8 2.2 0.8 0.00 0.00 508.84 508.84 19.83 361.12 338.34 1,228.13 86.09 86.09

3. 9. . 4.4) Excitation Cubicle sets 1 1 1.0 0.8 2.2 0.8 0.00 0.00 508.84 508.84 19.83 361.12 338.34 1,228.13 86.09 86.09

3. 9. . 5.5) Excitation TR sets 1 1 2.0 2.0 2.2 3.0 0.00 0.00 1,657.25 1,657.25 67.02 693.30 919.26 3,336.83 279.08 279.08

3. 9. . 6.6) VT & SA Cubicle sets 1 1 1.0 1.0 2.2 2.0 0.00 0.00 1,233.21 1,233.21 49.59 570.64 704.76 2,558.20 207.82 207.82

3. 9. . 7.7) DC Motor Starter Panel sets 1 1 0.8 0.6 2.2 1.0 0.00 0.00 773.83 773.83 30.72 437.77 472.38 1,714.70 130.62 130.62

3.10. . . 10.00 POWER & CONTROL CABLES 0.00 392,627.64 15,846.31 75,613.93 184,071.02 668,158.90 70,551.81

3.10. 1. . 1) POWER CABLES lot 1.00 1.00 0.00 208,765.25 8,628.80 39,657.35 97,741.98 354,793.38 37,528.23

3.10. 1. 1.6/10kV MV POWER

- COPPER CONDUCTOR, 90℃ (194 ℉) INSULATION,SHIELD;

HYPALON,NEOPRENE, PVC JACKET, TYPE MV

3.10. 1. 1. 11Cx900MCM m 1,980 1,980 0.00 0.00 5.91 11,701.80 475.20 2,435.40 5,556.26 20,168.66 1.07 2,118.60

3.10. 1. 1. 21Cx500MCM m 7,908 7,908 0.00 0.00 3.95 31,236.60 1,265.28 6,563.64 14,854.39 53,919.91 0.71 5,614.68

3.10. 1. 1. 33Cx4/0 m 472 472 0.00 0.00 3.95 1,864.40 75.52 391.76 886.60 3,218.28 0.71 335.12

3.10. 1. 2. 0.6/1kV POWER

- COPPER CONDUCTOR, 600V, 90℃ (194 ℉) INSULATION;

PVE JACKET, TYPE TC

3.10. 1. 2. 11C× 900MCM m 3,906 3,906 0.00 0.00 4.90 19,139.40 781.20 3,515.40 8,911.37 32,347.37 0.88 3,437.28

3.10. 1. 2. 21C× 800MCM m 1,320 1,320 0.00 0.00 3.12 4,118.40 171.60 752.40 1,917.34 6,959.74 0.56 739.20

3.10. 1. 2. 31C× 600MCM m 200 200 0.00 0.00 2.62 524.00 22.00 96.00 244.12 886.12 0.47 94.00

3.10. 1. 2. 41C× 500MCM m 3,150 3,150 0.00 0.00 2.40 7,560.00 315.00 1,386.00 3,521.43 12,782.43 0.43 1,354.50

3.10. 1. 2. 51C× 400MCM m 8,160 8,160 0.00 0.00 2.18 17,788.80 734.40 3,264.00 8,284.43 30,071.63 0.39 3,182.40

3.10. 1. 2. 62C× 4/0 m 1,295 1,295 0.00 0.00 2.34 3,030.30 129.50 556.85 1,413.23 5,129.88 0.42 543.90

3.10. 1. 2. 73C× 4/0 m 240 240 0.00 0.00 3.12 748.80 31.20 136.80 348.61 1,265.41 0.56 134.40

3.10. 1. 2. 82C× 3/0 m 5,140 5,140 0.00 0.00 2.34 12,027.60 514.00 2,210.20 5,609.27 20,361.07 0.42 2,158.80

3.10. 1. 2. 93C× 3/0 m 810 810 0.00 0.00 3.51 2,843.10 113.40 518.40 1,321.31 4,796.21 0.63 510.30

3.10. 1. 2. 102C× 1/0 m 3,085 3,085 0.00 0.00 1.83 5,645.55 246.80 1,048.90 2,639.36 9,580.61 0.33 1,018.05

3.10. 1. 2. 113C× 1/0 m 7,310 7,310 0.00 0.00 2.45 17,909.50 731.00 3,289.50 8,338.73 30,268.73 0.44 3,216.40

3.10. 1. 2. 122C× #1 m 13,180 13,180 0.00 0.00 1.72 22,669.60 922.60 4,217.60 10,574.48 38,384.28 0.31 4,085.80

3.10. 1. 2. 133C× #1 m 310 310 0.00 0.00 2.18 675.80 27.90 124.00 314.73 1,142.43 0.39 120.90

3.10. 1. 2. 142C× #2 m 30 30 0.00 0.00 1.67 50.10 2.10 9.30 23.38 84.88 0.30 9.00

3.10. 1. 2. 153C× #2 m 630 630 0.00 0.00 2.01 1,266.30 50.40 233.10 589.30 2,139.10 0.36 226.80

3.10. 1. 2. 162C× #4 m 720 720 0.00 0.00 1.55 1,116.00 43.20 208.80 520.17 1,888.17 0.28 201.60

3.10. 1. 2. 173C× #4 m 2,960 2,960 0.00 0.00 1.72 5,091.20 207.20 947.20 2,374.85 8,620.45 0.31 917.60

3.10. 1. 2. 182C× #6 m 90 90 0.00 0.00 1.39 125.10 5.40 23.40 58.52 212.42 0.25 22.50

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COST ($) ( C )

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3.10. 1. 2. 193C× #6 m 610 610 0.00 0.00 1.67 1,018.70 42.70 189.10 475.49 1,725.99 0.30 183.00

3.10. 1. 2. 203C× #8 m 6,080 6,080 0.00 0.00 1.50 9,120.00 364.80 1,702.40 4,253.85 15,441.05 0.27 1,641.60

3.10. 1. 2.N202C× #8 m 6,080 0.00 0.00 1.17 7,113.60 304.00 1,276.80 3,305.98 12,000.38 0.21 1,276.80

3.10. 1. 2. 213C× #10 m 17,540 17,540 0.00 0.00 1.39 24,380.60 1,052.40 4,560.40 11,404.78 41,398.18 0.25 4,385.00

3.10. 2. . 2) CONTROL CABLES lot 1.00 1.00 0.00 55,840.42 2,242.38 10,294.02 25,999.80 94,376.62 10,045.58

3.10. 2. 1.0.6/1KV (CONTROL CABLE)


PVC JACKET, TYPE TC

3.10. 2. 1. N12C× #14 m 8,316 0.00 0.00 0.83 6,902.28 249.48 1,247.40 3,193.72 11,592.88 0.15 1,247.40

3.10. 2. 1. N24C× #14 m 4,190 0.00 0.00 1.06 4,441.40 167.60 796.10 2,055.25 7,460.35 0.19 796.10

3.10. 2. 1. N38C× #14 m 310 0.00 0.00 1.39 430.90 18.60 80.60 201.57 731.67 0.25 77.50

3.10. 2. 1. N412C× #14 m 4,030 0.00 0.00 1.50 6,045.00 241.80 1,128.40 2,819.58 10,234.78 0.27 1,088.10

3.10. 2. 1. 18C× #12 m 6,450 6,450 0.00 0.00 1.50 9,675.00 387.00 1,806.00 4,512.72 16,380.72 0.27 1,741.50

3.10. 2. 1. 210C× #12 m 2,730 2,730 0.00 0.00 1.67 4,559.10 191.10 846.30 2,128.03 7,724.53 0.30 819.00

3.10. 2. 1. 312C× #12 m - - 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.10. 2. 1. 415C× #12 m - - 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.10. 2. 2.0.6/1KV (SIGNAL CABLE, INDIVIDUAL+OVERALL SHIELD)

- TWISTED, INDIVIDUAL PAIR/TRIAD SHIELD & OVERALL SHIELD,

WITH PAIR/TRIAD & OVERALL DRAIN WIRES, 300V INSULATION;

PVC JAKET; COPPER CONDUCTOR

3.10. 2. 2. 12C x #12 m 270 270 0.00 0.00 0.83 224.10 8.10 40.50 103.69 376.39 0.15 40.50

3.10. 2. 2. 24C x #12 m 406 406 0.00 0.00 1.06 430.36 16.24 77.14 199.15 722.89 0.19 77.14

3.10. 2. 2. 315C x #12 m 400 400 0.00 0.00 1.72 688.00 28.00 128.00 320.93 1,164.93 0.31 124.00

3.10. 2. 2. 42C x #10 m 2,270 2,270 0.00 0.00 0.94 2,133.80 90.80 385.90 992.62 3,603.12 0.17 385.90

3.10. 2. 2. 52C x #8 m 1,988 1,988 0.00 0.00 1.06 2,107.28 79.52 377.72 975.14 3,539.66 0.19 377.72

3.10. 2. 2. 64C x #8 m 586 586 0.00 0.00 1.61 943.46 41.02 175.80 441.19 1,601.47 0.29 169.94

3.10. 2. 2. 72C x #6 m 54 54 0.00 0.00 1.39 75.06 3.24 14.04 35.11 127.45 0.25 13.50

3.10. 2. 2. 84C x #4 m 208 208 0.00 0.00 1.72 357.76 14.56 66.56 166.88 605.76 0.31 64.48

3.10. 2. 2. N82C x #2 m 10,076 0.00 0.00 1.67 16,826.92 705.32 3,123.56 7,854.22 28,510.02 0.30 3,022.80

3.10. 2. 2. 94C x #2 m 10,076 - 0.00 0.00 2.12 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3) INSTRUMENT CABLES 0.00 50,343.88 1,902.52 9,024.82 23,297.95 84,569.17 9,024.82

3.10. 3. .0.6/1KV FR CVVSB (SIGNAL CABLE, INDIVIDUAL+OVERALL SHIELD)

3.10. 3. 1.

- TWISTED, INDIVIDUAL PAIR/TRIAD SHIELD & OVERALL SHIELD,

WITH PAIR/TRIAD & OVERALL DRAIN WIRES, 300V INSULATION;

PVC JAKET; COPPER CONDUCTOR

3.10. 3. 1. 1 1P #16AWG m 18,000 14,650 0.00 0.00 1.06 15,529.00 586.00 2,783.50 7,186.02 26,084.52 0.19 2,783.50

3.10. 3. 1. 2 12P #16AWG m 41,846 - 0.00 0.00 1.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.10. 3. 1. 3 1T #16AWG m 34,000 1,620 0.00 0.00 1.28 2,073.60 81.00 372.60 960.95 3,488.15 0.23 372.60

3.10. 3. 1. 4 8T #16AWG m 35,082 - 0.00 0.00 1.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.10. 3. 1. 5 - EXTENSION WIRE ("K") TYPE 1P #16AWG m 64,000 30,888 0.00 0.00 1.06 32,741.28 1,235.52 5,868.72 15,150.98 54,996.50 0.19 5,868.72

3.10. 3. 1. 6 - EXTENSION WIRE ("K") TYPE 12P #16AWG m 35,533 - 0.00 0.00 1.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00

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COST ($) ( C )

CONSTRUCTION


3.10. 3. 2.0.6/1KV (CONTROL CABLE)


PVC JACKET, TYPE TC

3.10. 3. 2. 1 12C #14AWG m 5,000 - 0.00 0.00 1.17 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.10. 3. 2. 2 24C #14AWG m 92,855 - 0.00 0.00 1.39 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.10. 3. 2. 3 2C #14AWG m 11,000 - 0.00 0.00 0.83 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.10. 3. 2. 4 4C #14AWG m 9,400 - 0.00 0.00 1.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.10. 3. 2. 5 8C #14AWG m 8,700 - 0.00 0.00 1.39 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.10. 3. 2. 6 - Communication Cable Multi Fiber Optic 4C m 7,428 - 0.00 0.00 1.39 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.10. 4. . 4) EARTHING WIRES 0.00 21,907.74 893.33 4,025.75 10,200.71 37,027.53 3,945.33

3.10. 4. 1.GREEN PVC INSULATED, STRANDED COPPER WIRE

3.10. 4. 1. 1Wire size : #10 m 296 296 0.00 0.00 1.06 313.76 11.84 56.24 145.19 527.03 0.19 56.24

3.10. 4. 1. 2Wire size : #8 m 1,905 1,905 0.00 0.00 0.78 1,486.21 57.16 266.76 688.29 2,498.42 0.14 266.76

3.10. 4. 1. 3Wire size : #6 m 55 55 0.00 0.00 0.83 45.65 1.65 8.25 21.12 76.67 0.15 8.25

3.10. 4. 1. 4Wire size : #4 m 3,120 3,120 0.00 0.00 0.89 2,776.80 124.80 499.20 1,293.13 4,693.93 0.16 499.20

3.10. 4. 1. 5Wire size : #2 m 2,340 2,340 0.00 0.00 1.06 2,480.40 93.60 444.60 1,147.80 4,166.40 0.19 444.60

3.10. 4. 1. 6 Wire size : #1 m 300 300 0.00 0.00 1.11 333.00 15.00 60.00 155.14 563.14 0.20 60.00

3.10. 4. 1. 7 Wire size : 1/0 m 240 240 0.00 0.00 1.17 280.80 12.00 50.40 130.50 473.70 0.21 50.40

3.10. 4. 1. 8 Wire size : 3/0 m 560 560 0.00 0.00 1.28 716.80 28.00 128.80 332.18 1,205.78 0.23 128.80

3.10. 4. 1. 9Wire size : 4/0 m 4,951 4,951 0.00 0.00 1.55 7,674.62 297.08 1,435.90 3,577.17 12,984.77 0.28 1,386.38

3.10. 4. 1. 10Wire size : 300 MCM m 500 500 0.00 0.00 2.12 1,060.00 45.00 195.00 494.32 1,794.32 0.38 190.00

3.10. 4. 2.BARE STRANDED, ANNEALED COPPER WIRE - -

3.10. 4. 2. 1Wire size : 300 MCM m 2,590 2,590 0.00 0.00 1.83 4,739.70 207.20 880.60 2,215.87 8,043.37 0.33 854.70

3.10. 5. . 5) LIGHTING CABLES 0.00 27,167.96 1,093.90 4,964.87 12,634.24 45,860.97 4,881.55

3.10. 5. 1.600V COPPER CONDUCTOR TYPE THW 75℃ (167℉)

3.10. 5. 1. 1#12AWG m 3,598 3,598 0.00 0.00 0.67 2,410.93 107.95 431.81 1,121.98 4,072.67 0.12 431.81

3.10. 5. 1. 2#10AWG m 7,073 7,073 0.00 0.00 1.06 7,497.17 282.91 1,343.83 3,469.30 12,593.21 0.19 1,343.83

3.10. 5. 1. 3#8AWG*2C m 2,243 2,243 0.00 0.00 1.06 2,377.58 89.72 426.17 1,100.22 3,993.69 0.19 426.17

3.10. 5. 2.


PVE JACKET, TYPE TC

3.10. 5. 2. 1#10AWG*2C m 1,336 1,336 0.00 0.00 0.94 1,255.84 53.44 227.12 584.21 2,120.61 0.17 227.12

3.10. 5. 2. 2#10AWG*3C m 150 150 0.00 0.00 1.39 208.50 9.00 39.00 97.53 354.03 0.25 37.50

3.10. 5. 2. 3#8AWG*2C m 231 231 0.00 0.00 1.44 332.64 13.86 62.37 155.47 564.34 0.26 60.06

3.10. 5. 2. 4#8AWG*3C m 1,699 1,699 0.00 0.00 1.50 2,548.50 101.94 475.72 1,188.70 4,314.86 0.27 458.73

3.10. 5. 2. 5#8AWG*4C m 1,140 1,140 0.00 0.00 1.67 1,903.80 79.80 353.40 888.63 3,225.63 0.30 342.00

3.10. 5. 2. 6#6AWG*2C m 254 254 0.00 0.00 1.44 365.76 15.24 68.58 170.95 620.53 0.26 66.04

3.10. 5. 2. 7#6AWG*3C m 324 324 0.00 0.00 1.67 541.08 22.68 100.44 252.56 916.76 0.30 97.20

3.10. 5. 2. 8#2AWG*2C m 1,433 1,433 0.00 0.00 1.67 2,392.78 100.30 444.17 1,116.87 4,054.12 0.30 429.84

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3.10. 5. 2. 9#1AWG*2C m 3,101 3,101 0.00 0.00 1.72 5,333.38 217.06 992.26 2,487.82 9,030.52 0.31 961.25

3.10. 6. . 6) COMMUNICATION CABLES 0.00 7,117.34 278.56 3,767.48 4,244.79 15,408.17 1,282.35

3.10. 6. 1.UNARMOURED TELEPHONE CABLE

3.10. 6. 1. 101) SOLID ANNEALED COPPER 1/0.5mm CONDUCTOR

- UNSHIELDED TWISTED PAIR CABLE

- PVC INSULATION, SCREENED AND PE SHEATH

- CAT 5

3.10. 6. 1. 114PAIR m 3,048 3,048 0.00 0.00 0.83 2,529.92 91.44 457.22 1,170.61 4,249.19 0.15 457.22

3.10. 6. 1. 1225PAIR m 1,088 1,088 0.00 0.00 1.39 1,512.18 65.27 282.85 707.37 2,567.67 0.25 271.98

3.10. 6. 1. 202) SOLID ANNEALED COPPER 1/0.5mm CONDUCTOR

- UNSHIELDED TWISTED PAIR CABLE

- PVC INSULATION, SCREENED AND PE SHEATH

- CAT 3

3.10. 6. 1. 21100PAIR m 22 22 0.00 0.00 3.34 73.48 3.08 13.42 34.21 124.19 0.60 13.20

3.10. 6. 1. 303) SPECIAL CABLE FOR PAGING

3.10. 6. 1. 3116C m 1,808 22 0.00 0.00 1.11 24.42 1.10 4.40 11.38 41.30 0.20 4.40

3.10. 6. 2. 0.6/1kV POWER (FR-CV)

- CU / XLPE / UNARMOURED / PVC

3.10. 6. 2. 13C× 2.5㎟ m 22 22 0.00 0.00 1.06 23.32 0.88 4.18 10.79 39.17 0.19 4.18

3.10. 6. 3.0.6/1KV FR-CVVS (SIGNAL CABLE, INDIVIDUAL+OVERALL SHIELD)

- UNARMOURED/PVC INSULATION/COPPER TAPE SHIELD/PVC SHEATH

3.10. 6. 3. 12C x 2.5㎟ m 1,101 1,101 0.00 0.00 0.83 913.91 33.03 165.17 422.87 1,534.98 0.15 165.17

3.10. 6. 3. 23C x 1.5㎟ m 14 14 0.00 0.00 0.94 13.44 0.57 2.43 6.25 22.69 0.17 2.43

3.10. 6. 4.PVC INSULATED BUILDING WIRE (HIV)

3.10. 6. 4. 11.5㎟ m 506 506 0.00 0.00 0.56 283.36 10.12 50.60 130.83 474.91 0.10 50.60

3.10. 6. 5.FB TYPE FORMED POLYETHYLENE INSULATED COAXIAL CABLE (HFBT)

- AL MYLAR TAPE SHIELD/PVC SHEATH

- FIBER OPTICAL CABLE

3.10. 6. 5. 1OUTDOOR, 8C m 1,044 1,044 0.00 0.00 1.67 1,743.31 73.07 2,787.21 1,750.48 6,354.07 0.30 313.17

3.10. 7. . 7) FIRE ALARM SYSTEM CABLES 0.00 21,485.05 806.82 3,879.64 9,951.55 36,123.06 3,843.95

3.10. 7. 1.HIV WIRE : 1.5㎟ m 16,769 16,769 0.00 0.00 0.56 9,390.64 335.38 1,676.90 4,335.88 15,738.80 0.10 1,676.90

3.10. 7. 2.HIV WIRE : 2.5㎟ m 9,781 9,781 0.00 0.00 0.56 5,477.36 195.62 978.10 2,529.03 9,180.11 0.10 978.10

3.10. 7. 3.HIV WIRE : 4.0㎟ m 400 400 0.00 0.00 0.72 288.00 12.00 52.00 133.85 485.85 0.13 52.00

3.10. 7. 4.FR-3 CABLE : 4㎟ 6C m 2,077 2,077 0.00 0.00 1.67 3,468.59 145.39 643.87 1,619.02 5,876.87 0.30 623.10

3.10. 7. 5.FR-3 CABLE : 4㎟ 3C m 176 176 0.00 0.00 1.06 186.56 7.04 33.44 86.33 313.37 0.19 33.44

3.10. 7. 6.FR-3 CABLE : 4sq 2C m 167 167 0.00 0.00 0.83 138.61 5.01 25.05 64.14 232.81 0.15 25.05

3.10. 7. 7.FR-3 CABLE : 2.5㎟ 18C m 1,395 1,395 0.00 0.00 1.67 2,329.65 97.65 432.45 1,087.40 3,947.15 0.30 418.50

3.10. 7. 8.FR-3 CABLE : 2.5㎟ 24C m 97 97 0.00 0.00 2.12 205.64 8.73 37.83 95.90 348.10 0.38 36.86

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CONSTRUCTION


3.11. . . 11.00 CABLE RACEWAYS 0.00 536,938.60 22,309.48 89,806.76 246,798.66 895,853.50 90,041.86

3.11. 1. . 1) CABLE TRAYS & ACCESSORIES lot 1.00 1.00 0.00 267,167.76 11,266.56 42,122.12 121,889.36 442,445.80 43,873.17

3.11. 1. 1.LADDER TYPE CABLE TRAY

3.11. 1. 1. 10STRAIGHT (H.D.G)

3.11. 1. 1. 11W750 x H100 x 2.3t, RUNG SPACING : 200MM m 1,458 1,458 0.00 0.00 13.96 20,353.68 845.64 3,470.04 9,380.35 34,049.71 2.27 3,309.66

3.11. 1. 1. 12W600 x H100 x 2.3t, RUNG SPACING : 200MM m 5,410 5,410 0.00 0.00 11.67 63,134.70 2,596.80 10,765.90 29,087.60 105,585.00 1.90 10,279.00

3.11. 1. 1. 13W300 x H100 x 2.3t, RUNG SPACING : 200MM m 1,251 1,251 0.00 0.00 9.30 11,634.30 487.89 1,989.09 5,365.72 19,477.00 1.52 1,901.52

3.11. 1. 1. 20 90° HORIZONTAL ELBOW (H.D.G)

3.11. 1. 1. 21W750 x H100 x 2.3t x R600 EA 73 73 0.00 0.00 18.62 1,357.40 56.13 231.82 625.63 2,270.98 3.03 220.89

3.11. 1. 1. 22W600 x H100 x 2.3t x R600 EA 271 271 0.00 0.00 15.51 4,195.46 173.12 716.83 1,933.69 7,019.10 2.53 684.37

3.11. 1. 1. 23W300 x H100 x 2.3t x R600 EA 63 63 0.00 0.00 13.96 873.20 36.28 148.87 402.43 1,460.78 2.27 141.99


3.11. 1. 1. 31W750 x H100 x 2.3t x R600 EA 7 7 0.00 0.00 18.62 135.74 5.61 23.18 62.56 227.09 3.03 22.09

3.11. 1. 1. 32W600 x H100 x 2.3t x R600 EA 27 27 0.00 0.00 15.51 419.55 17.31 71.68 193.37 701.91 2.53 68.44

3.11. 1. 1. 33W300 x H100 x 2.3t x R600 EA 6 6 0.00 0.00 13.96 87.32 3.63 14.89 40.24 146.08 2.27 14.20


3.11. 1. 1. 41W750 x H100 x 2.3t x R600 EA 7 7 0.00 0.00 18.62 135.74 5.61 23.18 62.56 227.09 3.03 22.09

3.11. 1. 1. 42W600 x H100 x 2.3t x R600 EA 27 27 0.00 0.00 15.51 419.55 17.31 71.68 193.37 701.91 2.53 68.44

3.11. 1. 1. 43W300 x H100 x 2.3t x R600 EA 6 6 0.00 0.00 13.96 87.32 3.63 14.89 40.24 146.08 2.27 14.20


3.11. 1. 1. 51W750 x H100 x 2.3t x R600 EA 7 7 0.00 0.00 18.62 135.74 5.61 23.18 62.56 227.09 3.03 22.09

3.11. 1. 1. 52W600 x H100 x 2.3t x R600 EA 27 27 0.00 0.00 15.51 419.55 17.31 71.68 193.37 701.91 2.53 68.44

3.11. 1. 1. 53W300 x H100 x 2.3t x R600 EA 6 6 0.00 0.00 13.96 87.32 3.63 14.89 40.24 146.08 2.27 14.20

3.11. 1. 1. 60 HORIZONTAL TEE (H.D.G)

3.11. 1. 1. 61W750 x H100 x 2.3t x R600 EA 29 29 0.00 0.00 23.26 678.26 28.29 115.77 312.68 1,135.00 3.79 110.52

3.11. 1. 1. 62W600 x H100 x 2.3t x R600 EA 108 108 0.00 0.00 18.62 2,014.68 83.31 344.08 928.58 3,370.65 3.03 327.85

3.11. 1. 1. 63W300 x H100 x 2.3t x R600 EA 25 25 0.00 0.00 15.51 388.06 16.01 66.30 178.85 649.22 2.53 63.30

3.11. 1. 1. 70 HORIZONTAL CROSS (H.D.G)

3.11. 1. 1. 71W750 x H100 x 2.3t x R600 EA 7 7 0.00 0.00 23.26 169.57 7.07 28.94 78.17 283.75 3.79 27.63

3.11. 1. 1. 72W600 x H100 x 2.3t x R600 EA 27 27 0.00 0.00 18.62 503.67 20.83 86.02 232.15 842.67 3.03 81.96

3.11. 1. 1. 73W300 x H100 x 2.3t x R600 EA 6 6 0.00 0.00 15.51 97.02 4.00 16.58 44.72 162.32 2.53 15.83

3.11. 1. 1. 80 HORIZONTAL LEFT HAND REDUCER (H.D.G)

3.11. 1. 1. 81W750 → W600x H100 x 2.3t EA 7 7 0.00 0.00 18.62 135.74 5.61 23.18 62.56 227.09 3.03 22.09

3.11. 1. 1. 82W600 → W300x H100 x 2.3t EA 6 6 0.00 0.00 15.51 97.02 4.00 16.58 44.72 162.32 2.53 15.83

3.11. 1. 1. 90 HORIZONTAL RIGHT HAND REDUCER (H.D.G)

3.11. 1. 1. 91W750 → W600x H100 x 2.3t EA 7 7 0.00 0.00 18.62 135.74 5.61 23.18 62.56 227.09 3.03 22.09

3.11. 1. 1. 92W600 → W300x H100 x 2.3t EA 6 6 0.00 0.00 15.51 97.02 4.00 16.58 44.72 162.32 2.53 15.83

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CONSTRUCTION


3.11. 1. 1.100 90° VERTICAL ELBOW (H.D.G)

3.11. 1. 1.101W750 x H100 x 2.3t x R600 (INSIDE) EA 7 7 0.00 0.00 18.62 135.74 5.61 23.18 62.56 227.09 3.03 22.09



3.11. 1. 1.104W750 x H100 x 2.3t x R600 (OUTSIDE) EA 7 7 0.00 0.00 18.62 135.74 5.61 23.18 62.56 227.09 3.03 22.09



3.11. 1. 1.110TRAY COVER - STRAIGHT (H.D.G)

3.11. 1. 1.111W750 x 2.0t m 486 486 0.00 0.00 2.79 1,355.94 58.32 233.28 626.47 2,274.01 0.45 218.70

3.11. 1. 1.112W600 x 2.0t m 2,465 2,465 0.00 0.00 2.35 5,792.75 246.50 986.00 2,671.30 9,696.55 0.38 936.70

3.11. 1. 1.113W300 x 2.0t m 534 534 0.00 0.00 2.35 1,254.90 53.40 213.60 578.69 2,100.59 0.38 202.92

3.11. 1. 1.120 TRAY COVER - 90° HORI. ELBOW (H.D.G)

3.11. 1. 1.121W750 x 2.0t x R600 EA 24 24 0.00 0.00 3.48 84.56 3.40 14.34 38.90 141.20 0.57 13.85

3.11. 1. 1.122W600 x 2.0t x R600 EA 123 123 0.00 0.00 2.79 343.87 14.79 59.16 158.87 576.69 0.45 55.46

3.11. 1. 1.123W300 x 2.0t x R600 EA 27 27 0.00 0.00 2.54 67.82 2.94 11.48 31.27 113.51 0.41 10.95


3.11. 1. 1.131W750 x 2.0t x R600 EA 2 2 0.00 0.00 3.48 8.46 0.34 1.43 3.89 14.12 0.57 1.39

3.11. 1. 1.132W600 x 2.0t x R600 EA 12 12 0.00 0.00 2.79 34.39 1.48 5.92 15.89 57.68 0.45 5.55

3.11. 1. 1.133W300 x 2.0t x R600 EA 3 3 0.00 0.00 2.54 6.78 0.29 1.15 3.13 11.35 0.41 1.09


3.11. 1. 1.141W750 x 2.0t x R600 EA 2 2 0.00 0.00 3.48 8.46 0.34 1.43 3.89 14.12 0.57 1.39

3.11. 1. 1.142W600 x 2.0t x R600 EA 12 12 0.00 0.00 2.79 34.39 1.48 5.92 15.89 57.68 0.45 5.55

3.11. 1. 1.143W300 x 2.0t x R600 EA 3 3 0.00 0.00 2.54 6.78 0.29 1.15 3.13 11.35 0.41 1.09


3.11. 1. 1.151W750 x 2.0t x R600 EA 2 2 0.00 0.00 3.48 8.46 0.34 1.43 3.89 14.12 0.57 1.39

3.11. 1. 1.152W600 x 2.0t x R600 EA 12 12 0.00 0.00 2.79 34.39 1.48 5.92 15.89 57.68 0.45 5.55

3.11. 1. 1.153W300 x 2.0t x R600 EA 3 3 0.00 0.00 2.54 6.78 0.29 1.15 3.13 11.35 0.41 1.09

3.11. 1. 1.160 TRAY COVER - HORIZONTAL TEE (H.D.G)

3.11. 1. 1.161W750 x 2.0t x R600 EA 10 10 0.00 0.00 3.48 33.83 1.36 5.73 15.56 56.48 0.57 5.54

3.11. 1. 1.162W600 x 2.0t x R600 EA 49 49 0.00 0.00 2.79 137.55 5.92 23.66 63.55 230.68 0.45 22.19

3.11. 1. 1.163W300 x 2.0t x R600 EA 11 11 0.00 0.00 2.54 27.13 1.17 4.59 12.51 45.40 0.41 4.38

3.11. 1. 1.170 TRAY COVER - HORIZONTAL CROSS (H.D.G)

3.11. 1. 1.171W750 x 2.0t x R600 EA 2 2 0.00 0.00 3.48 8.46 0.34 1.43 3.89 14.12 0.57 1.39

3.11. 1. 1.172W600 x 2.0t x R600 EA 12 12 0.00 0.00 2.79 34.39 1.48 5.92 15.89 57.68 0.45 5.55

3.11. 1. 1.173W300 x 2.0t x R600 EA 3 3 0.00 0.00 2.54 6.78 0.29 1.15 3.13 11.35 0.41 1.09

3.11. 1. 1.180 COVER - HORI. LEFT HAND REDUCER (H.D.G)

3.11. 1. 1.181W750 → W600x H100 x 2.0t EA 2 2 0.00 0.00 3.48 8.46 0.34 1.43 3.89 14.12 0.57 1.39

3.11. 1. 1.182W600 → W300x H100 x 2.0t EA 2 2 0.00 0.00 2.79 5.82 0.25 1.00 2.69 9.76 0.45 0.94

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3.11. 1. 1.190 COVER - HORI. RIGHT HAND REDUCER (H.D.G)

3.11. 1. 1.191W750 → W600x H100 x 2.0t EA 2 2 0.00 0.00 3.48 8.46 0.34 1.43 3.89 14.12 0.57 1.39

3.11. 1. 1.192W600 → W300x H100 x 2.0t EA 2 2 0.00 0.00 2.79 5.82 0.25 1.00 2.69 9.76 0.45 0.94

3.11. 1. 1.200 TRAY COVER - 90° VERT. ELBOW (H.D.G)

3.11. 1. 1.201W750 x 2.0t x R600 (INSIDE) EA 2 2 0.00 0.00 3.48 8.46 0.34 1.43 3.89 14.12 0.57 1.39

3.11. 1. 1.202W600 x 2.0t x R600 (INSIDE) EA 12 12 0.00 0.00 2.79 34.39 1.48 5.92 15.89 57.68 0.45 5.55

3.11. 1. 1.203W300 x 2.0t x R600 (INSIDE) EA 3 3 0.00 0.00 2.54 6.78 0.29 1.15 3.13 11.35 0.41 1.09

3.11. 1. 1.204W750 x 2.0t x R600 (OUTSIDE) EA 2 2 0.00 0.00 3.48 8.46 0.34 1.43 3.89 14.12 0.57 1.39

3.11. 1. 1.205W600 x 2.0t x R600 (OUTSIDE) EA 12 12 0.00 0.00 2.79 34.39 1.48 5.92 15.89 57.68 0.45 5.55

3.11. 1. 1.206W300 x 2.0t x R600 (OUTSIDE) EA 3 3 0.00 0.00 2.54 6.78 0.29 1.15 3.13 11.35 0.41 1.09

3.11. 1. 2.SOLID BOTTOM TYPE CABLE TRAY (ALL ITEM INCLUDED COVER)

3.11. 1. 2. 10STRAIGHT (H.D.G)

3.11. 1. 2. 11W750 x H150 x 2.3t, COVER:2.0t m 486 486 0.00 0.00 18.62 9,049.32 374.22 1,545.48 4,170.89 15,139.91 3.03 1,472.58

3.11. 1. 2. 12W600 x H150 x 2.3t, COVER:2.0t m 1,845 1,845 0.00 0.00 15.51 28,615.95 1,180.80 4,889.25 13,189.11 47,875.11 2.53 4,667.85

3.11. 1. 2. 13W300 x H150 x 2.3t, COVER:2.0t m 534 534 0.00 0.00 13.96 7,454.64 309.72 1,270.92 3,435.60 12,470.88 2.27 1,212.18


3.11. 1. 2. 21W750 x H150 x 2.3t x R600 EA 24 24 0.00 0.00 23.57 572.75 23.81 97.69 263.98 958.23 3.84 93.31

3.11. 1. 2. 22W600 x H150 x 2.3t x R600 EA 92 92 0.00 0.00 19.61 1,809.02 74.72 309.04 833.79 3,026.57 3.19 294.28

3.11. 1. 2. 23W300 x H150 x 2.3t x R600 EA 27 27 0.00 0.00 17.93 478.73 19.76 81.70 220.61 800.80 2.92 77.96


3.11. 1. 2. 31W750 x H150 x 2.3t x R600 EA 5 5 0.00 0.00 23.57 114.55 4.76 19.54 52.80 191.65 3.84 18.66

3.11. 1. 2. 32W600 x H150 x 2.3t x R600 EA 18 18 0.00 0.00 19.61 361.80 14.94 61.81 166.76 605.31 3.19 58.86

3.11. 1. 2. 33W300 x H150 x 2.3t x R600 EA 5 5 0.00 0.00 17.93 95.75 3.95 16.34 44.12 160.16 2.92 15.59


3.11. 1. 2. 41W750 x H150 x 2.3t x R600 EA 5 5 0.00 0.00 23.57 114.55 4.76 19.54 52.80 191.65 3.84 18.66

3.11. 1. 2. 42W600 x H150 x 2.3t x R600 EA 18 18 0.00 0.00 19.61 361.80 14.94 61.81 166.76 605.31 3.19 58.86

3.11. 1. 2. 43W300 x H150 x 2.3t x R600 EA 5 5 0.00 0.00 1.86 9.93 0.43 1.71 4.59 16.66 0.30 1.60


3.11. 1. 2. 51W750 x H150 x 2.3t x R600 EA 5 5 0.00 0.00 23.57 114.55 4.76 19.54 52.80 191.65 3.84 18.66

3.11. 1. 2. 52W600 x H150 x 2.3t x R600 EA 18 18 0.00 0.00 19.61 361.80 14.94 61.81 166.76 605.31 3.19 58.86

3.11. 1. 2. 53W300 x H150 x 2.3t x R600 EA 5 5 0.00 0.00 17.93 95.75 3.95 16.34 44.12 160.16 2.92 15.59

3.11. 1. 2. 60 HORIZONTAL TEE (H.D.G)

3.11. 1. 2. 61W750 x H150 x 2.3t x R600 EA 10 10 0.00 0.00 29.40 285.77 11.86 48.79 131.72 478.14 4.79 46.56

3.11. 1. 2. 62W600 x H150 x 2.3t x R600 EA 37 37 0.00 0.00 23.57 869.73 36.16 148.34 400.86 1,455.09 3.84 141.70

3.11. 1. 2. 63W300 x H150 x 2.3t x R600 EA 11 11 0.00 0.00 19.85 212.00 8.76 36.21 97.71 354.68 3.23 34.50

3.11. 1. 2. 70 HORIZONTAL CROSS (H.D.G)

3.11. 1. 2. 71W750 x H150 x 2.3t x R600 EA 2 2 0.00 0.00 29.40 71.44 2.96 12.20 32.93 119.53 4.79 11.64

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3.11. 1. 2. 72W600 x H150 x 2.3t x R600 EA 9 9 0.00 0.00 23.57 217.43 9.04 37.08 100.21 363.76 3.84 35.42

3.11. 1. 2. 73W300 x H150 x 2.3t x R600 EA 3 3 0.00 0.00 19.85 53.00 2.19 9.05 24.43 88.67 3.23 8.62

3.11. 1. 2. 80 HORIZONTAL LEFT HAND REDUCER (H.D.G)

3.11. 1. 2. 81W750 → W600x H150 x 2.3t EA 2 2 0.00 0.00 23.57 57.28 2.38 9.77 26.40 95.83 3.84 9.33

3.11. 1. 2. 82W600 → W300x H150 x 2.3t EA 3 3 0.00 0.00 19.61 52.36 2.16 8.94 24.13 87.59 3.19 8.52

3.11. 1. 2. 90 HORIZONTAL RIGHT HAND REDUCER (H.D.G)

3.11. 1. 2. 91W750 → W600 x H150 x 2.3t EA 2 2 0.00 0.00 23.57 57.28 2.38 9.77 26.40 95.83 3.84 9.33

3.11. 1. 2. 92W600 → W300 x H150 x 2.3t EA 3 3 0.00 0.00 19.61 52.36 2.16 8.94 24.13 87.59 3.19 8.52

3.11. 1. 2.100 90° VERTICAL ELBOW (H.D.G))







3.11. 1. 3.CABLE TRAY FITTING

3.11. 1. 3. 10CABLE TRAY JOINT CONNECTOR (H.D.G)

3.11. 1. 3. 11(HOT DIP GALVANIZED, H:100) EA 11,427 11,427 0.00 0.00 0.50 5,713.37 228.53 914.14 2,606.96 9,463.00 0.08 914.14

3.11. 1. 3. 20EXPANSION JOINT CONNECTOR

3.11. 1. 3. 21(HOT DIP GALVANIZED, H:100) EA 889 889 0.00 0.00 0.62 551.02 26.66 97.76 256.83 932.27 0.10 88.87

3.11. 1. 3. 30ADJUSTABLE RISER CONNECTOR

3.11. 1. 3. 31(HOT DIP GALVANIZED, H:100) EA 317 317 0.00 0.00 0.93 295.19 12.70 50.79 136.39 495.07 0.15 47.61

3.11. 1. 3. 40OFFSET REDUCING CONNECTOR (H.D.G)

3.11. 1. 3. 41W600 → W300 x H100 EA 63 63 0.00 0.00 1.12 71.10 3.17 12.06 32.83 119.16 0.18 11.43

3.11. 1. 3. 50CABLE TRAY END PLATE (H.D.G)

3.11. 1. 3. 51W750 x H100 EA 10 10 0.00 0.00 1.42 13.80 0.58 2.33 6.35 23.06 0.23 2.24

3.11. 1. 3. 52W600 x H100 EA 36 36 0.00 0.00 1.24 44.98 1.81 7.62 20.69 75.10 0.20 7.26

3.11. 1. 3. 53W300 x H100 EA 9 9 0.00 0.00 1.12 10.00 0.45 1.70 4.62 16.77 0.18 1.61

3.11. 1. 3. 60CABLE TRAY DIVIDER STRIP (H.D.G)

3.11. 1. 3. 61W25 x H100 x 2.6t M 437 437 0.00 0.00 1.24 541.42 21.83 91.69 249.04 903.98 0.20 87.33

3.11. 1. 3. 70CABLE TRAY DIVIDER STRIP CLAMP

3.11. 1. 3. 71(HOT DIP GALVANIZED, Z-HOLD TYPE) EA 716 716 0.00 0.00 1.24 888.15 35.81 150.41 408.52 1,482.89 0.20 143.25

3.11. 1. 3. 80CABLE TRAY HOLD DOWN CLAMP(SIDE RAIL CLAMP)

3.11. 1. 3. 81(FOR LADDER TYPE TRAY ) EA 9,797 9,797 0.00 0.00 0.50 4,898.49 195.94 783.76 2,235.14 8,113.33 0.08 783.76

3.11. 1. 3. 82(FOR SOLID BOTTOM TYPE TRAY) EA 3,544 3,544 0.00 0.00 0.62 2,197.50 106.33 389.88 1,024.26 3,717.97 0.10 354.44

3.11. 1. 3. 90CABLE TRAY COVER CLAMP

3.11. 1. 3. 91(HOT DIP GALVANIZED) EA 9,797 9,797 0.00 0.00 0.37 3,624.88 195.94 587.82 1,676.35 6,084.99 0.06 587.82

3.11. 1. 3.100CABLE TRAY BONDING JUMPER

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3.11. 1. 3.101FLEX. TINNED COPPER BRAID (38sqmm x 300L) EA 12,696 12,696 0.00 0.00 0.50 6,348.18 253.93 1,015.71 2,896.62 10,514.44 0.08 1,015.71

3.11. 1. 4.CABLE TRAY SUPPORT MATERIALS

3.11. 1. 4. 10U-CHANNEL (H.D.G)

3.11. 1. 4. 11SINGLE (41 x 41 x 2.6t) m 2,652 2,652 0.00 0.00 1.40 3,712.52 132.59 318.22 1,583.08 5,746.41 0.25 662.95

3.11. 1. 4. 20U-CHANNEL END CAP EA 1,653 1,653 0.00 0.00 0.45 743.85 33.06 66.12 320.56 1,163.59 0.08 132.24

3.11. 1. 4. 21(FOR SINGLE, P.V.C CAP)

3.11. 1. 4. 30GUESSETTED TYPE BRACKET

3.11. 1. 4. 31650mmL EA 4,845 4,845 0.00 0.00 2.80 13,566.00 532.95 1,162.80 5,803.17 21,064.92 0.50 2,422.50

3.11. 1. 4. 32500mmL EA 785 785 0.00 0.00 2.80 2,196.60 86.30 188.28 939.65 3,410.83 0.50 392.25

3.11. 1. 4. 33350mmL EA 108 108 0.00 0.00 2.24 241.92 8.64 20.52 103.08 374.16 0.40 43.20

3.11. 1. 4. 40HEAVY DUTY TYPE BRACKET

3.11. 1. 4. 41800mmL EA 892 892 0.00 0.00 4.48 3,996.16 151.64 338.96 1,706.06 6,192.82 0.80 713.60

3.11. 1. 4. 50POST BASE

3.11. 1. 4. 51SINGLE CHANNEL (41 x 41 x 2.6t ) EA 2,010 2,010 0.00 0.00 2.79 5,607.90 241.20 964.80 2,590.94 9,404.84 0.45 904.50

3.11. 1. 4. 603-HOLE ANGLE FITTING EA 2,500 2,500 0.00 0.00 1.42 3,550.00 150.00 600.00 1,635.04 5,935.04 0.23 575.00

3.11. 1. 4. 61(HOT DIP GALVANIZED)

3.11. 1. 4. 704-HOLE SPLICE PLATE EA 297 297 0.00 0.00 1.86 551.80 23.73 94.93 254.94 925.40 0.30 89.00


3.11. 1. 4. 80U-SUPPORT EA 297 297 0.00 0.00 2.79 827.70 35.60 142.40 382.41 1,388.11 0.45 133.50


3.11. 1. 4. 90BEAM CLAMP (FOR U-CHANNEL)

3.11. 1. 4. 91(HOT DIP GALVANIZED FOR TYPE "A") EA 593 593 0.00 0.00 0.93 551.80 23.73 94.93 254.94 925.40 0.15 89.00

3.11. 1. 4. 92(HOT DIP GALVANIZED FOR TYPE "B") EA 593 593 0.00 0.00 1.24 735.73 29.67 124.60 338.42 1,228.42 0.20 118.67

3.11. 1. 4.100ROUND HEAD BOLT & NUT W/WASHER EA 2,720 2,720 0.00 0.00 0.19 516.76 27.20 81.59 237.86 863.41 0.03 81.59

3.11. 1. 4.101(SUS 304, M10 x 30L)

3.11. 1. 4.110SHANK BOLT & NUT W/WASHER EA 101,571 101,571 0.00 0.00 0.19 19,298.48 1,015.71 3,047.13 8,882.98 32,244.30 0.03 3,047.13

3.11. 1. 4.111(SUS 304, M10 x 19L)

3.11. 1. 4.120HEX HEAD BOLT & SPRING NUT W/ WASHER EA 13,341 13,341 0.00 0.00 0.31 4,135.81 133.41 667.07 1,876.99 6,813.28 0.05 667.07

3.11. 1. 4.121(HOT DIP GALVANIZED, M12 x 30L)

3.11. 1. 4.130STRONG ANCHOR BOLT & NUT W/WASHER EA 24,715 24,715 0.00 0.00 0.45 11,121.75 494.30 988.60 4,792.83 17,397.48 0.08 1,977.20

3.11. 1. 4.131(HOT DIP GALVANIZED, M12 x 100L)

3.11. 2. . 2) CONDUITS & ACCESSORIES lot 1.00 1.00 0.00 269,770.84 11,042.92 47,684.64 124,909.30 453,407.70 46,168.69

3.11. 2. 1.ELP CONDUITS (FOR DUCTBANK)

3.11. 2. 1. 10ELP PIPE

3.11. 2. 1. 11OD : 8" m 8,654 - 0.00 0.00 1.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.11. 2. 1. 20ELP COUPLING

3.11. 2. 1. 21OD : 8" EA 346 - 0.00 0.00 4.23 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.11. 2. 1. NPVC CONDUITS (FOR DUCTBANK)

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3.11. 2. 1.N30PVC PIPE

3.11. 2. 1.N31OD : 200MM M - 8,654 0.00 0.00 1.25 10,817.50 432.70 1,384.64 4,804.31 17,439.15 0.21 1,817.34

3.11. 2. 1.N40PVC PIPE NORMAL BEND

3.11. 2. 1.N41OD : 200MM EA - 2,164 0.00 0.00 1.19 2,575.16 108.20 324.60 1,143.76 4,151.72 0.20 432.80

3.11. 2. 1.N50HY-PVC SPACER

3.11. 2. 1.N51OD : 200MM Set - 2,164 0.00 0.00 0.36 779.04 21.64 86.56 337.37 1,224.61 0.06 129.84

3.11. 2. 1.N60PVC PIPE COUPLING

3.11. 2. 1.N61OD : 200MM EA - 2,164 0.00 0.00 1.01 2,185.64 86.56 281.32 970.96 3,524.48 0.17 367.88

3.11. 2. 1.N70ENDBELL

3.11. 2. 1.N71OD : 200MM EA - 216 0.00 0.00 0.60 129.60 4.32 15.12 56.67 205.71 0.10 21.60

3.11. 2. 2.RGS CONDUITS (FOR RACE WAY)

3.11. 2. 2. 10RIGID STEEL CONDUIT

3.11. 2. 2. 11HOT DIP GALVANIZED, 28(1")MM, 3.6M/1EA m 3,150 3,150 0.00 0.00 5.28 16,632.00 693.00 3,244.50 7,821.41 28,390.91 0.91 2,866.50

3.11. 2. 2. 12HOT DIP GALVANIZED, 36(1 1/4")MM, 3.6M/1EA m 1,190 1,190 0.00 0.00 6.62 7,877.80 321.30 1,547.00 3,705.89 13,451.99 1.14 1,356.60

3.11. 2. 2. 13HOT DIP GALVANIZED, 42(1 1/2")MM, 3.6M/1EA m 1,090 1,090 0.00 0.00 6.62 7,215.80 294.30 1,417.00 3,394.47 12,321.57 1.14 1,242.60

3.11. 2. 2. 14HOT DIP GALVANIZED, 54(2")MM, 3.6M/1EA m 530 530 0.00 0.00 8.80 4,664.00 190.80 911.60 2,192.63 7,959.03 1.52 805.60

3.11. 2. 2. 15HOT DIP GALVANIZED, 70(2 1/2")MM, 3.6M/1EA m 170 170 0.00 0.00 10.55 1,793.50 73.10 351.90 843.57 3,062.07 1.82 309.40

3.11. 2. 2. 16HOT DIP GALVANIZED, 82(3")MM, 3.6M/1EA m 332 332 0.00 0.00 13.20 4,382.40 179.28 856.56 2,060.25 7,478.49 2.27 753.64

3.11. 2. 2. 17HOT DIP GALVANIZED, 104(4")MM, 3.6M/1EA m 64 64 0.00 0.00 13.20 844.80 34.56 165.12 397.16 1,441.64 2.27 145.28

3.11. 2. 2. 20CONDUIT COUPLING

3.11. 2. 2. 21STEEL HOT DIP GALVANIZED, 1" EA 15,120 1,260 0.00 0.00 0.59 743.40 25.20 138.60 344.96 1,252.16 0.10 126.00

3.11. 2. 2. 22STEEL HOT DIP GALVANIZED, 1 1/4" EA 5,712 476 0.00 0.00 0.59 280.84 9.52 52.36 130.32 473.04 0.10 47.60


3.11. 2. 2. 24STEEL HOT DIP GALVANIZED, 2" EA 2,544 212 0.00 0.00 0.64 135.68 6.36 27.56 64.49 234.09 0.11 23.32

3.11. 2. 2. 25STEEL HOT DIP GALVANIZED, 2 1/2" EA 816 68 0.00 0.00 0.76 51.68 2.04 10.20 24.31 88.23 0.13 8.84


3.11. 2. 2. 27STEEL HOT DIP GALVANIZED, 4" EA 307 26 0.00 0.00 0.88 22.88 1.04 4.42 10.78 39.12 0.15 3.90

3.11. 2. 2. 30CONDUIT BUSHING

3.11. 2. 2. 31Zn-DIECASTING, INSULATED TYPE, 1" EA 15,120 1,260 0.00 0.00 0.88 1,108.80 50.40 214.20 522.23 1,895.63 0.15 189.00

3.11. 2. 2. 32Zn-DIECASTING, INSULATED TYPE, 1 1/4" EA 5,712 476 0.00 0.00 0.88 418.88 19.04 80.92 197.29 716.13 0.15 71.40

3.11. 2. 2. 33Zn-DIECASTING, INSULATED TYPE, 1 1/2" EA 5,232 436 0.00 0.00 1.05 457.80 17.44 91.56 215.52 782.32 0.18 78.48

3.11. 2. 2. 34Zn-DIECASTING, INSULATED TYPE, 2" EA 2,544 212 0.00 0.00 1.05 222.60 8.48 44.52 104.79 380.39 0.18 38.16

3.11. 2. 2. 35Zn-DIECASTING, INSULATED TYPE, 2 1/2" EA 816 68 0.00 0.00 1.35 91.80 4.08 17.68 43.18 156.74 0.23 15.64

3.11. 2. 2. 36Zn-DIECASTING, INSULATED TYPE, 3" EA 1,594 133 0.00 0.00 1.35 179.55 7.98 34.58 84.46 306.57 0.23 30.59

3.11. 2. 2. 37Zn-DIECASTING, INSULATED TYPE, 4" EA 307 26 0.00 0.00 1.35 35.10 1.56 6.76 16.51 59.93 0.23 5.98

3.11. 2. 2. 40LOCK NUT

3.11. 2. 2. 41STEEL HOT DIP GALVANIZED, 1" EA 15,120 1,260 0.00 0.00 0.53 667.80 25.20 126.00 311.42 1,130.42 0.09 113.40


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3.11. 2. 2. 45SUS 304, 2 1/2" EA 816 68 0.00 0.00 0.76 51.68 2.04 10.20 24.31 88.23 0.13 8.84

3.11. 2. 2. 46SUS 304, 3" EA 1,594 133 0.00 0.00 0.76 101.08 3.99 19.95 47.54 172.56 0.13 17.29

3.11. 2. 2. 47SUS 304, 4" EA 307 26 0.00 0.00 0.88 22.88 1.04 4.42 10.78 39.12 0.15 3.90

3.11. 2. 2. 50NORMAL BEND(90˚)

3.11. 2. 2. 51HOT DIP GALVANIZED, 1" EA 1,890 158 0.00 0.00 2.22 350.76 14.22 69.52 165.22 599.72 0.38 60.04

3.11. 2. 2. 52HOT DIP GALVANIZED, 1 1/4" EA 714 60 0.00 0.00 2.64 158.40 6.60 31.20 74.60 270.80 0.45 27.00


3.11. 2. 2. 54HOT DIP GALVANIZED, 2" EA 318 27 0.00 0.00 3.29 88.83 3.51 17.28 41.68 151.30 0.57 15.39




3.11. 2. 2. 60CONDUIT FITTING ("LL" TYPE)

3.11. 2. 2. 61CAST IRON, HOT DIP GALVANIZED, 1" EA 945 79 0.00 0.00 2.94 232.26 9.48 45.03 109.04 395.81 0.51 40.29

3.11. 2. 2. 62CAST IRON, HOT DIP GALVANIZED, 1 1/4" EA 357 30 0.00 0.00 2.94 88.20 3.60 17.10 41.41 150.31 0.51 15.30






3.11. 2. 2. 70CONDUIT FITTING ("LT" TYPE)

3.11. 2. 2. 71CAST IRON, HOT DIP GALVANIZED, 1 1/4" - 3/4" EA 476 40 0.00 0.00 2.94 117.60 4.80 22.80 55.21 200.41 0.51 20.40

3.11. 2. 2. 72CAST IRON, HOT DIP GALVANIZED, 1 1/2" - 3/4" EA 436 36 0.00 0.00 2.94 105.84 4.32 20.52 49.69 180.37 0.51 18.36

3.11. 2. 2. 73CAST IRON, HOT DIP GALVANIZED, 1 1/2" - 1" EA 436 36 0.00 0.00 3.75 135.00 5.40 26.64 63.52 230.56 0.65 23.40

3.11. 2. 2. 74CAST IRON, HOT DIP GALVANIZED, 2" - 1 1/4" EA 212 18 0.00 0.00 5.28 95.04 3.96 18.54 44.69 162.23 0.91 16.38

3.11. 2. 2. 80CONDUIT FITTING (UNION)

3.11. 2. 2. 81STEEL, Cr PLATED, 1" EA 1,890 158 0.00 0.00 0.59 93.22 3.16 17.38 43.26 157.02 0.10 15.80

3.11. 2. 2. 82STEEL, Cr PLATED, 1 1/4" EA 714 60 0.00 0.00 0.59 35.40 1.20 6.60 16.43 59.63 0.10 6.00


3.11. 2. 2. 84STEEL, Cr PLATED, 2" EA 318 27 0.00 0.00 0.64 17.28 0.81 3.51 8.21 29.81 0.11 2.97




3.11. 2. 2. 88BRASS, ZINC PLATED, 1" EA 1,890 158 0.00 0.00 1.05 165.90 6.32 33.18 78.10 283.50 0.18 28.44

3.11. 2. 2. 89BRASS, ZINC PLATED, 1 1/4" EA 714 60 0.00 0.00 1.05 63.00 2.40 12.60 29.66 107.66 0.18 10.80

3.11. 2. 2. 90CONDUIT REDUCER

3.11. 2. 2.100STEEL, Cr PLATED, 1" - 3/4" EA 1,890 158 0.00 0.00 1.35 213.30 9.48 41.08 100.33 364.19 0.23 36.34

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CONSTRUCTION


3.11. 2. 2.101STEEL, Cr PLATED, 1 1/4" - 3/4" EA 714 60 0.00 0.00 1.35 81.00 3.60 15.60 38.10 138.30 0.23 13.80

3.11. 2. 2.102STEEL, Cr PLATED, 1 1/4" - 1" EA 654 55 0.00 0.00 1.35 74.25 3.30 14.30 34.93 126.78 0.23 12.65


3.11. 2. 2.104STEEL, Cr PLATED, 1 1/2" - 1 1/4" EA 318 27 0.00 0.00 1.35 36.45 1.62 7.02 17.15 62.24 0.23 6.21

3.11. 2. 2.105STEEL, Cr PLATED, 2" - 1 1/2" EA 102 9 0.00 0.00 1.35 12.15 0.54 2.34 5.72 20.75 0.23 2.07


3.11. 2. 2.107STEEL, Cr PLATED, 3" - 2 1/2" EA 38 3 0.00 0.00 1.76 5.28 0.21 1.02 2.48 8.99 0.30 0.90

3.11. 2. 2.110DIN TYPE → P.F TYPE CHANGE SOCKET

3.11. 2. 2.111BRASS, ZINC PLATED, FROM PG 7 TO P.F 3/4" EA 2,064 2,064 0.00 0.00 0.89 1,836.96 82.56 247.68 824.06 2,991.26 0.15 309.60

3.11. 2. 2.112BRASS, ZINC PLATED, PG 9 TO P.F 3/4" EA 828 828 0.00 0.00 0.89 736.92 33.12 99.36 330.58 1,199.98 0.15 124.20

3.11. 2. 2.113BRASS, ZINC PLATED, PG 13.5 TO P.F 3/4" EA 828 828 0.00 0.00 0.77 637.56 24.84 82.80 283.36 1,028.56 0.13 107.64

3.11. 2. 2.114BRASS, ZINC PLATED, PG 21 TO P.F 1" EA 1,500 1,500 0.00 0.00 0.77 1,155.00 45.00 150.00 513.33 1,863.33 0.13 195.00

3.11. 2. 2.120CONDUIT CLAMP & SUS 304 BOLT & NUT

3.11. 2. 2.121HOT DIP GALVANIZED, 1" SET 9,450 788 0.00 0.00 0.88 693.44 31.52 133.96 326.60 1,185.52 0.15 118.20

3.11. 2. 2.122HOT DIP GALVANIZED, 1 1/4" SET 3,570 298 0.00 0.00 0.88 262.24 11.92 50.66 123.51 448.33 0.15 44.70

3.11. 2. 2.123HOT DIP GALVANIZED, 1 1/2" SET 3,270 273 0.00 0.00 1.05 286.65 10.92 57.33 134.95 489.85 0.18 49.14

3.11. 2. 2.124HOT DIP GALVANIZED, 2" SET 1,590 133 0.00 0.00 1.05 139.65 5.32 27.93 65.74 238.64 0.18 23.94

3.11. 2. 2.125HOT DIP GALVANIZED, 2 1/2" SET 510 43 0.00 0.00 1.35 58.05 2.58 11.18 27.31 99.12 0.23 9.89

3.11. 2. 2.126HOT DIP GALVANIZED, 3" SET 996 83 0.00 0.00 1.76 146.08 5.81 28.22 68.49 248.60 0.30 24.90

3.11. 2. 2.127HOT DIP GALVANIZED, 4" SET 192 16 0.00 0.00 1.76 28.16 1.12 5.44 13.20 47.92 0.30 4.80

3.11. 2. 2.130CONDUIT 1-HOLE CLAMP

3.11. 2. 2.131HOT DIP GALVANIZED, 1" EA 9,450 788 0.00 0.00 0.88 693.44 31.52 133.96 326.60 1,185.52 0.15 118.20

3.11. 2. 2.132HOT DIP GALVANIZED, 1 1/4" EA 3,570 298 0.00 0.00 0.88 262.24 11.92 50.66 123.51 448.33 0.15 44.70


3.11. 2. 2.140CONDUIT SADDLE




3.11. 2. 2.150CONDUIT PIPE RACK & PIPE RACK CLIP




3.11. 2. 2.154HOT DIP GALVANIZED, 2" EA 1,590 133 0.00 0.00 1.05 139.65 5.32 27.93 65.74 238.64 0.18 23.94

3.11. 2. 2.160PULL BOX(H.D.G, RUBBER GASKET)

3.11. 2. 2.161700W X 400H X 400D X 2.0t EA 170 14 0.00 0.00 133.98 1,875.72 77.84 246.68 836.63 3,036.87 22.58 316.12

3.11. 2. 2.162400W X 400H X 200D X 2.0t EA 486 41 0.00 0.00 66.99 2,746.59 113.98 361.21 1,225.06 4,446.84 11.29 462.89

3.11. 2. 2.163300W X 300H X 200D X 2.0t EA 357 30 0.00 0.00 44.66 1,339.80 55.50 176.10 597.51 2,168.91 7.53 225.90

3.11. 2. 2.164200W X 200H X 150D X 2.0t EA 945 79 0.00 0.00 33.52 2,648.08 109.81 348.39 1,181.14 4,287.42 5.65 446.35

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CONSTRUCTION


3.11. 2. 2.170C-CHANNEL (HOT DIP GALVANIZED)

3.11. 2. 2.171100 X 50 X 5.0t X 7.5t, 5M/1EA m 3,263 271 0.00 0.00 2.24 607.04 21.68 51.49 258.65 938.86 0.40 108.40

3.11. 2. 2.180ANGLE (HOT DIP GALVANIZED)

3.11. 2. 2.18150 X 50 X 4.5t, 5M/1EA m 1,088 90 0.00 0.00 1.12 100.80 3.60 8.10 42.78 155.28 0.20 18.00

3.11. 2. 2.190U-CHANNEL (HOT DIP GALVANIZED)

3.11. 2. 2.191SINGLE (42 X 42 X 2.6t), 3M/1EA m 1,088 90 0.00 0.00 1.40 126.00 4.50 10.80 53.73 195.03 0.25 22.50

3.11. 2. 2.2003-HOLE ANGLES FITTING

3.11. 2. 2.201HOT DIP GALVANIZED (104 X 41 X 6t ) EA 544 45 0.00 0.00 1.29 58.05 2.25 4.95 24.81 90.06 0.23 10.35

3.11. 2. 2.210CONCRETE INSERT CHANNEL ( FOR M/H WALL)

3.11. 2. 2.211HOT DIP GALVANIZED (42 X 42 X 2.6t ) m 248 248 0.00 0.00 1.40 347.76 12.42 29.81 148.29 538.28 0.25 62.10

3.11. 2. 2.220SINGLE CHANNEL

3.11. 2. 2.221HOT DIP GALVANIZED (42 X 42 X 2.6t X 450L) EA 2,610 217 0.00 0.00 1.40 303.80 10.85 26.04 129.54 470.23 0.25 54.25

3.11. 2. 2.230HEX HEAD BOLT & SPRING NUT W/WASHER

3.11. 2. 2.231HOT DIP GALVANIZED, M12 X 35L EA 10,440 868 0.00 0.00 0.29 251.72 8.68 52.08 118.82 431.30 0.05 43.40

3.11. 2. 2.240HEX HEAD BOLT & NUT W/WASHER

3.11. 2. 2.241HOT DIP GALVANIZED, M12 X 35L EA 10,440 868 0.00 0.00 0.29 251.72 8.68 52.08 118.82 431.30 0.05 43.40

3.11. 2. 2.250SET ANCHOR BOLT

3.11. 2. 2.251SUS 304 M6 X 50L EA 3,263 271 0.00 0.00 0.84 227.64 8.13 18.97 96.86 351.60 0.15 40.65

3.11. 2. 2.252SUS 304 M10 X 80L EA 1,631 135 0.00 0.00 1.12 151.20 5.40 12.15 64.17 232.92 0.20 27.00

3.11. 2. 2.260CONDUIT FITTING (ELBOW)

3.11. 2. 2.261Ex d ⅡB T6, 22(3/4")MM X 0.75M EA 348 348 0.00 0.00 2.22 772.56 31.32 153.12 363.89 1,320.89 0.38 132.24

3.11. 2. 2.262Ex d ⅡB T6, 28(1")MM X 0.75M EA 132 132 0.00 0.00 2.22 293.04 11.88 58.08 138.03 501.03 0.38 50.16

3.11. 2. 2.263Ex d ⅡB T6, 36(1 1/4")MM X 0.75M EA 132 132 0.00 0.00 2.64 348.48 14.52 68.64 164.13 595.77 0.45 59.40

3.11. 2. 2.264Ex d ⅡB T6,54(2")MM X 0.75M EA 24 24 0.00 0.00 3.29 78.96 3.12 15.36 37.05 134.49 0.57 13.68

3.11. 2. 2.270CONDUIT SEAL FITTING(VERTICAL TYPE)

3.11. 2. 2.271Ex d ⅡB T6, 1" X 29.528INCH EA 348 348 0.00 0.00 0.88 306.24 13.92 59.16 144.23 523.55 0.15 52.20

3.11. 2. 2.272Ex d ⅡB T6, 1 1/4" X 29.528INCH EA 384 384 0.00 0.00 0.88 337.92 15.36 65.28 159.15 577.71 0.15 57.60

3.11. 2. 2.273Ex d ⅡB T6, 2 1/2" X 29.528INCH EA 276 276 0.00 0.00 0.76 209.76 8.28 41.40 98.65 358.09 0.13 35.88

3.11. 2. 2.274Ex d ⅡB T6, 4" X 29.528INCH EA 60 60 0.00 0.00 0.76 45.60 1.80 9.00 21.45 77.85 0.13 7.80

3.11. 2. 2.280CONDUIT SEALING COMPOUND

3.11. 2. 2.281WATER TIGHT, 1CAN-1KG CAN 528 528 0.00 0.00 0.90 475.20 15.84 42.24 202.78 736.06 0.16 84.48

3.11. 2. 2.290ZINC RICH PRIMER

3.11. 2. 2.291 WATER TIGHT (COLOR:GRAY) liter 9,036 9,036 0.00 0.00 0.45 4,066.20 180.72 361.44 1,752.30 6,360.66 0.08 722.88

3.11. 2. 3.FLEXIBLE CONDUITS (FOR RACE WAY)

3.11. 2. 3. 10FLEXIBLE CONDUIT (WEATHER PROOF)

3.11. 2. 3. 11ZINC ELECTRO PLATED, PVC JACKET, 1", 30M/1EA m 307 307 0.00 0.00 1.76 540.32 21.49 104.38 253.31 919.50 0.30 92.10

3.11. 2. 3. 12ZINC ELECTRO PLATED, PVC JACKET, 1 1/4", 30M/1EA m 104 104 0.00 0.00 1.76 183.04 7.28 35.36 85.81 311.49 0.30 31.20

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3.11. 2. 3. 20FLEXIBLE CONNECTOR

3.11. 2. 3. 21Zn-DIE CASTING, RUBBER PACKING, 1" EA 154 154 0.00 0.00 0.59 90.57 3.07 16.89 42.03 152.56 0.10 15.35

3.11. 2. 3. 22Zn-DIE CASTING, RUBBER PACKING, 1 1/4" EA 52 52 0.00 0.00 0.59 30.68 1.04 5.72 14.24 51.68 0.10 5.20






3.11. 2. 3. 30FLEXIBLE CONDUIT & CONNECTOR

3.11. 2. 3. 31Exd Ⅱ BT6, 3/4" X 29.528INCH EA 156 156 0.00 0.00 0.88 137.28 6.24 26.52 64.66 234.70 0.15 23.40

3.11. 2. 3. 32Exd Ⅱ BT6, 1" X 29.528INCH EA 132 132 0.00 0.00 0.88 116.16 5.28 22.44 54.71 198.59 0.15 19.80

3.11. 2. 3. 33Exd Ⅱ BT6, 1 1/4" X 29.528INCH EA 60 60 0.00 0.00 0.76 45.60 1.80 9.00 21.45 77.85 0.13 7.80

3.11. 2. 3. 34Exd Ⅱ BT6, 4" X 29.528INCH EA 72 72 0.00 0.00 0.76 54.72 2.16 10.80 25.73 93.41 0.13 9.36

3.11. 2. 4.CONDUITS (FOR LIGHTING, COMMUNICATION & F/A )

3.11. 2. 4. 10E. L. P CONDUIT

3.11. 2. 4. 1130MM m 587 587 0.00 0.00 5.28 3,100.42 129.18 604.82 1,458.01 5,292.43 0.91 534.35

3.11. 2. 4. 1250MM m 1,739 1,739 0.00 0.00 8.80 15,301.44 625.97 2,990.74 7,193.49 26,111.64 1.52 2,642.98

3.11. 2. 4. 1380MM m 7,136 7,136 0.00 0.00 13.20 94,195.20 3,853.44 18,410.88 44,282.92 160,742.44 2.27 16,198.72

3.11. 2. 4. 20HI-PVC CONDUIT

3.11. 2. 4. 2154(2")MM m 22 22 0.00 0.00 3.29 72.38 2.86 14.08 33.96 123.28 0.57 12.54

3.11. 2. 4. 30RIGID STEEL CONDUIT

3.11. 2. 4. 31HOT DIP GALVANIZED, 22(3/4")MM m 3,743 3,743 0.00 0.00 2.94 11,003.24 449.11 2,133.28 5,165.84 18,751.47 0.51 1,908.73

3.11. 2. 4. 32HOT DIP GALVANIZED, 28(1")MM m 285 285 0.00 0.00 5.28 1,504.80 62.70 293.55 707.65 2,568.70 0.91 259.35

3.11. 2. 4. 40NORMAL BEND(90°) FOR RIGID STEEL CONDUIT

3.11. 2. 4. 4128(1")MM EA 208 208 0.00 0.00 2.22 460.87 18.68 91.34 217.08 787.97 0.38 78.89

3.11. 2. 4. 50FLEXIBLE CONDUIT (WEATHER PROOF)

3.11. 2. 4. 51ZINC ELECTRO PLATED, PVC JACKET, 22(3/4")MM, 50M/1EA m 437 437 0.00 0.00 1.76 769.47 30.60 148.65 360.74 1,309.46 0.30 131.16

3.11. 2. 4. 52ZINC ELECTRO PLATED, PVC JACKET, 28(1")MM, 30M/1EA m 22 22 0.00 0.00 1.76 38.02 1.51 7.34 17.82 64.69 0.30 6.48

3.11. 2. 5.FLEXIBLE CONDUIT (EXP PROOF)

3.11. 2. 5. 10FLEXIBLE CONNECTOR

3.11. 2. 5. 11Zn-DIE CASTING, RUBBER PACKING, 22(3/4")MM EA 219 219 0.00 0.00 0.59 128.97 4.37 13.12 55.69 202.15 0.10 21.86

3.11. 2. 5. 12Zn-DIE CASTING, RUBBER PACKING, 28(1")MM EA 11 11 0.00 0.00 0.59 6.37 0.22 0.65 2.75 9.99 0.10 1.08

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CONSTRUCTION


3.11. 2. 5. 20CONDUIT COUPLING

3.11. 2. 5. 21STEEL HOT DIP GALVANIZED, 22(3/4")MM EA 1,871 1,871 0.00 0.00 0.59 1,104.07 37.43 112.28 476.74 1,730.52 0.10 187.13

3.11. 2. 5. 22STEEL HOT DIP GALVANIZED, 28(1")MM EA 143 57 0.00 0.00 0.59 33.63 1.14 3.42 14.52 52.71 0.10 5.70

3.11. 2. 5. 30CONDUIT BUSHING

3.11. 2. 5. 31ZN-DIECATING, INSULATED TYPE, 22(3/4")MM EA 749 749 0.00 0.00 0.77 576.36 22.46 59.88 250.47 909.17 0.13 97.31

3.11. 2. 5. 32ZN-DIECATING, INSULATED TYPE, 28(1")MM EA 57 57 0.00 0.00 0.89 50.73 2.28 5.70 22.32 81.03 0.15 8.55

3.11. 2. 5. 40LOCK NUT

3.11. 2. 5. 41STEEL HOT DIP GALVANIZED, 22(3/4")MM EA 749 749 0.00 0.00 0.53 396.72 14.97 44.91 173.62 630.22 0.09 67.37

3.11. 2. 5. 42STEEL HOT DIP GALVANIZED, 28(1")MM EA 57 57 0.00 0.00 0.53 30.21 1.14 3.42 13.22 47.99 0.09 5.13

3.11. 2. 5. 50CONDUIT CLAMP & SUS 304 BOLT & NUT

3.11. 2. 5. 51HOT DIP GALVANIZED, 22(3/4")MM EA 1,871 1,871 0.00 0.00 1.07 2,002.29 74.85 205.84 868.09 3,151.07 0.18 336.83

3.11. 2. 5. 52HOT DIP GALVANIZED, 28(1")MM EA 143 143 0.00 0.00 0.89 126.83 5.70 14.25 55.81 202.59 0.15 21.38

3.11. 2. 5. 60OUTLET BOX W/COVER

3.11. 2. 5. 61SQUARE TYPE (102 X 102 X 54H) EA 3,680 3,680 0.00 0.00 1.72 6,330.08 257.62 846.46 2,826.79 10,260.95 0.29 1,067.28

3.11. 2. 5. 62OCTAGONAL TYPE (92 X 54H) EA 2,760 2,760 0.00 0.00 1.66 4,581.95 193.21 607.25 2,046.62 7,429.03 0.28 772.86

3.11. 2. 5. 63ROUND TYPE (89 X 35H), EXPOSED TYPE, AL DIECASTING EA 1,104 1,104 0.00 0.00 2.26 2,495.23 99.37 331.23 1,112.53 4,038.36 0.38 419.55

3.11. 2. 5. 64- CONDUIT SCREW : 22(3/4")MM, 4-WAY TYPE W/PLUG

3.11. 2. 5. 65ROUND TYPE (89 X 35H), EXPOSED TYPE, AL DIECASTING EA 552 552 0.00 0.00 2.26 1,247.61 49.68 165.61 556.26 2,019.16 0.38 209.78


3.11. 2. 5. 70SWITCH BOX

3.11. 2. 5. 71UTILITY TYPE (102 X 54 X 40H) EA 789 789 0.00 0.00 1.66 1,309.13 55.20 173.50 584.75 2,122.58 0.28 220.82

3.11. 2. 5. 72UTILITY TYPE, EXPOSED TYPE, AL DIECASTING EA 552 552 0.00 0.00 1.90 1,048.88 44.16 138.01 468.10 1,699.15 0.32 176.65


3.11. 2. 5. 74UTILITY TYPE, EXPOSED TYPE, AL DIECASTING EA 110 110 0.00 0.00 2.26 249.52 9.94 33.12 111.25 403.83 0.38 41.96


3.11. 2. 5. 80PULL BOX (H.D.G, RUBBER GASKET)

3.11. 2. 5. 81100 X 100 X 100 X 2.0T EA 576 576 0.00 0.00 2.26 1,301.76 51.84 172.80 580.40 2,106.80 0.38 218.88

3.11. 2. 5. 82250 X 250 X 200 X 2.0T EA 9 9 0.00 0.00 6.73 60.57 2.52 8.01 27.04 98.14 1.13 10.17

3.11. 2. 5. 90U-CHANNEL (HOT DIP GALVANIZED)

3.11. 2. 5. 91SINGLE (42 X 25 X 2.6T) m 1,966 1,966 0.00 0.00 1.49 2,928.83 117.94 393.13 1,308.00 4,747.90 0.25 491.42

3.11. 2. 5.100STEEL PLATE (HOT DIP GALVANIZED)

3.11. 2. 5.101150 X 150 X 6T EA 1,200 1,200 0.00 0.00 3.34 4,008.00 168.00 528.00 1,788.66 6,492.66 0.56 672.00

3.11. 2. 5.110ANGLE (HOT DIP GALVANIZED)

3.11. 2. 5.11150 X 50 X 6t X 100MM LONG EA 2,500 2,500 0.00 0.00 0.65 1,625.00 75.00 225.00 731.97 2,656.97 0.11 275.00

3.11. 2. 5.120U-BOLT

3.11. 2. 5.12122(3/4")MM EA 1,140 1,140 0.00 0.00 1.07 1,219.80 45.60 159.60 541.85 1,966.85 0.18 205.20

3.11. 2. 5.130SET ANCHOR BOLT & NUT W/WASHER

3.11. 2. 5.131M9, SUS 304 EA 750 750 0.00 0.00 0.30 225.00 7.50 30.00 99.81 362.31 0.05 37.50

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3.11. 2. 5.140LIGHTING FIXTURE RACEWAY INSTALLED SYSTEM

3.11. 2. 5.141RACEWAY BODY & COVER m 575 575 0.00 0.00 7.01 4,028.21 166.65 689.57 1,857.27 6,741.70 1.14 655.09

3.11. 2. 5.142RACEWAY JOINER EA 220 220 0.00 0.00 0.50 110.00 4.40 17.60 50.19 182.19 0.08 17.60

3.11. 2. 5.143RACEWAY END CAP EA 215 215 0.00 0.00 0.93 199.95 8.60 34.40 92.38 335.33 0.15 32.25

3.11. 2. 5.144- CONCRETE CEILING FIXED TYPE EA 270 270 0.00 0.00 0.93 251.10 10.80 43.20 116.01 421.11 0.15 40.50

3.11. 2. 5.145- STL STRU CEILING FIXED TYPE EA 140 140 0.00 0.00 1.12 156.80 7.00 26.60 72.40 262.80 0.18 25.20

3.11. 2. 5.146LIGHTING FIXTURE INSTALLATION FITTING EA 350 350 0.00 0.00 4.66 1,631.00 66.50 276.50 750.60 2,724.60 0.76 266.00

3.11. 2. 5.147JOINT BOX 70 X 40 EA 170 170 0.00 0.00 1.86 316.20 13.60 54.40 146.09 530.29 0.30 51.00

3.11. 2. 5.150CONDUIT FITTING ("LB" TYPE)

3.11. 2. 5.151CAST IRON, HOT DIP GALVANIZED, 28(3/4")MM EA 1,500 1,500 0.00 0.00 2.94 4,410.00 180.00 855.00 2,070.42 7,515.42 0.51 765.00

3.11. 2. 5.152CAST IRON, HOT DIP GALVANIZED, 36(1 1/4")MM EA 72 72 0.00 0.00 2.94 211.68 8.64 41.04 99.38 360.74 0.51 36.72

3.11. 2. 5.153CAST IRON, HOT DIP GALVANIZED, 42(1 1/2")MM EA 126 126 0.00 0.00 3.75 472.50 18.90 93.24 222.31 806.95 0.65 81.90

3.11. 2. 5.154CAST IRON, HOT DIP GALVANIZED, 54(2")MM EA 24 24 0.00 0.00 5.28 126.72 5.28 24.72 59.59 216.31 0.91 21.84

3.11. 2. 5.160CONDUIT REDUCER (SOCKET TYPE)

3.11. 2. 5.161BRASS, ZINC PLATED, 28(1")MM - 22(3/4")MM EA - - 0.00 0.00 1.35 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.11. 2. 5.162BRASS, ZINC PLATED, 36(1 1/4")MM - 28(1")MM EA 72 72 0.00 0.00 1.35 97.20 4.32 18.72 45.72 165.96 0.23 16.56

3.11. 2. 5.163BRASS, ZINC PLATED, 42(1 1/2")MM - 28(1")MM EA 126 126 0.00 0.00 1.35 170.10 7.56 32.76 80.01 290.43 0.23 28.98

3.11. 2. 5.164BRASS, ZINC PLATED, 42(1 1/2")MM - 36(1 1/4")MM EA 126 126 0.00 0.00 1.35 170.10 7.56 32.76 80.01 290.43 0.23 28.98

3.11. 2. 5.165BRASS, ZINC PLATED, 54(2")MM - 42(1 1/2")MM EA 24 24 0.00 0.00 1.35 32.40 1.44 6.24 15.24 55.32 0.23 5.52

3.11. 2. 6.CONDUIT & FITTING for I&C

3.11. 2. 6. 1 - Conduit Adapter STEEL, Cr PLATED, 22X16 mm EA 2,236 0.00 0.00 0.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00


3.11. 2. 6. 3 - Conduit Adapter STEEL, Cr PLATED, 36X28 mm EA 516 0.00 0.00 1.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00





3.11. 2. 6. 8 - Conduit Coupling STEEL HDG, 22(3/4")MM EA 3,544 0.00 0.00 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.11. 2. 6. 9 - Conduit Coupling STEEL HDG, 28(1")MM EA 1,887 0.00 0.00 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.11. 2. 6. 10 - Conduit Coupling STEEL HDG, 36(1 1/4")MM EA 1,245 0.00 0.00 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.11. 2. 6. 11 - Conduit Coupling STEEL HDG, 42(1 1/2")MM EA 2,471 0.00 0.00 0.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.11. 2. 6. 12 - Conduit Elbow CAST IRON, HDG, 22(3/4")MM EA 3,544 0.00 0.00 2.22 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.11. 2. 6. 13 - Conduit Elbow CAST IRON, HDG, 28(1")MM EA 2,263 0.00 0.00 2.22 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.11. 2. 6. 14 - Conduit Elbow CAST IRON, HDG, 36(1 1/4")MM EA 874 0.00 0.00 2.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.11. 2. 6. 15 - Conduit Elbow CAST IRON, HDG, 42(1 1/2")MM EA 3,042 0.00 0.00 3.29 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.11. 2. 6. 16 - Conduit Nipple STEEL, Cr PLATED, 16(1/2")MM EA 2,236 0.00 0.00 2.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.11. 2. 6. 17 - Conduit Nipple STEEL, Cr PLATED, 42(1 1/2")MM EA 774 0.00 0.00 2.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00

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3.11. 2. 6. 18 - Conduit Tee CAST IRON, HDG 22(3/4")MM EA 2,236 0.00 0.00 2.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.11. 2. 6. 19 - Conduit Tee CAST IRON, HDG 28(1")MM EA 861 0.00 0.00 2.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.11. 2. 6. 20 - Conduit Tee CAST IRON, HDG 36(1 1/4")MM EA 562 0.00 0.00 2.94 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.11. 2. 6. 21 - Conduit Tee CAST IRON, HDG42(1 1/2")MM EA 1,014 0.00 0.00 2.94 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.11. 2. 6. 22 - Conduit Union STEEL, Cr PLATED 16(1/2")MM EA 2,236 0.00 0.00 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.11. 2. 6. 23 - Conduit Union STEEL, Cr PLATED 22(3/4")MM EA 2,485 0.00 0.00 0.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.11. 2. 6. 24 - Conduit Union STEEL, Cr PLATED 28(1")MM EA 1,982 0.00 0.00 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.11. 2. 6. 25 - Conduit Union STEEL, Cr PLATED 36(1 1/4")MM EA 874 0.00 0.00 0.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.11. 2. 6. 26 - Conduit Union STEEL, Cr PLATED 42(1 1/2")MM EA 3,193 0.00 0.00 0.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.11. 2. 6. 27 - RGS Conduit Pipe HDG (1PC=3.6M) 28(1")MM PC 2,826 0.00 0.00 11.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.11. 2. 6. 28 - RGS Conduit Pipe HDG (1PC=3.6M) 36(1 1/4")MM PC 1,245 0.00 0.00 13.55 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.11. 2. 6. 29 - RGS Conduit Pipe HDG (1PC=3.6M) 42(1 1/2")MM PC 4,269 0.00 0.00 14.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.11. 2. 6. 30 - RGS Conduit Pipe, HDG (1PC=3.6M) 22(3/4")MM PC 3,350 0.00 0.00 11.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.11. 2. 7.FLEXIBLE CONDUIT (WEATHER PROOF)ZINC ELECTRO PLATED, PVC JACKET

3.11. 2. 7. 1 - Flexible Conduit w/ Connector 28(1")MM EA 126 0.00 0.00 0.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.11. 2. 7. 2 - Flexible Conduit w/ Connector 28(1")MM EA 125 0.00 0.00 0.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.11. 2. 7. 3 - Flexible Conduit w/ Connector 36(1 1/4")MM EA - 0.00 0.00 0.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.11. 2. 7. 4 - Flexible Conduit w/ Connector 42(1 1/2")MM EA 570 0.00 0.00 0.36 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.11. 2. 7. 5 - Flexible Conduit w/ Connector 16(1/2")MM EA 2,236 0.00 0.00 0.36 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.11. 2. 8.NORMAL BEND(90°) FOR RIGID STEEL CONDUIT

3.11. 2. 8. 1 - Conduit Normal Bend 28(1")MM EA 791 0.00 0.00 2.22 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.11. 2. 8. 2 - Conduit Normal Bend 36(1 1/4")MM EA 379 0.00 0.00 2.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.11. 2. 8. 3 - Conduit Normal Bend 42(1 1/2")MM EA 2,275 0.00 0.00 3.29 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.11. 2. 9.JUNCTION BOX (304SS), 20pole FOR I&C

3.11. 2. 9. 1- EJB : Contact and Power JB EA 236 0.00 0.00 33.52 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.11. 2. 9. 2- SJB : Signal J.B EA 88 0.00 0.00 33.52 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.11. 2. 9. 3- TJB : Contact and Power JB EA 191 0.00 0.00 33.52 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.12. . . 12.00 LIGHTING & SMALL POWER SUPPLY SYSTEM 0.00 30,717.78 1,273.67 4,055.66 13,706.68 49,753.79 5,296.85

3.12. 1. . 1) LIGHTING FIXTURE lot 1.00 1.00 0.00 12,914.83 535.15 1,760.82 5,783.81 20,994.61 2,300.54

3.12. 1. 1.Fluorescent Lighting Fixture set 144 144 0.00 0.00 12.69 1,827.36 76.32 249.12 818.59 2,971.39 2.26 325.44

Ceiling Mounting Type

High Purity Aluminum Reflector

Steel Plate Min. Thickness 0.7mm and HPF Electronic Ballast

Fluorescent Bulb, 2 X 32W

3.12. 1. 2.Fluorescent Lighting Fixture set 36 36 0.00 0.00 12.69 456.84 19.08 62.28 204.65 742.85 2.26 81.36

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Ceiling Mounting Type




w/Incandecescent Emer. LTG (DC IL 100W)

3.12. 1. 3.Fluorescent Lighting Fixture set 59 59 0.00 0.00 25.39 1,498.01 61.95 204.14 670.79 2,434.89 4.52 266.68

Industrial Pendant Type




3.12. 1. 4.Fluorescent Lighting Fixture (EX-PROOF TYPE) set 6 6 0.00 0.00 25.39 152.34 6.30 20.76 68.22 247.62 4.52 27.12

Industrial Pendant Type

Cast Aluminum Alloy Body Heat Hard Tubing glass

Cast Aluminum Alloy Ballast Box stainless Steel Guard


3.12. 1. 5.PL Lighting Fixture (Socket Type) set 12 12 0.00 0.00 25.39 304.68 12.60 41.52 136.43 495.23 4.52 54.24

Commertial Lighting

Fixture Recessed Multi Type

Groove Baffle Pre Wired

With Junction Box & Complete Mounting Hardware

PL Bulb, 1 X 36W

3.12. 1. 6.High pressure sodium Lighting Fixture, set 110 110 0.00 0.00 42.32 4,655.20 192.50 634.70 2,084.64 7,567.04 7.54 829.40

Weather Proof

Die-cast aluminum housing w/anodized aluminum mirror

Heat resistant clear acryl bowl

High Power Factor Separate Ballast Stainless Steel Clip

High pressure sodium Bulb, 250W X 1

3.12. 1. 7.High pressure sodium Lighting Fixture, set 50 50 0.00 0.00 42.32 2,116.00 87.50 288.50 947.57 3,439.57 7.54 377.00

Weather Proof





3.12. 1. 8.High pressure sodium Roadway Lighting Fixture, set 30 30 0.00 0.00 63.48 1,904.40 78.90 259.80 852.92 3,096.02 11.31 339.30

Weather Proof




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Height , 7M

3.12. 1. 9.High pressure sodium Roadway Lighting Fixture, set 10 - 0.00 0.00 63.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Weather Proof





Height , 7M

3.12. 2. . 2) LIGHTING PANEL 0.00 4,183.00 175.10 695.80 1,921.71 6,975.61 703.50

3.12. 2. 1.3ф380V 4W MAIN MCCB 100A set 8 10 0.00 0.00 418.30 4,183.00 175.10 695.80 1,921.71 6,975.61 70.35 703.50

3.12. 3. . 3) SOCKET OUTLETS 0.00 6,414.34 268.34 579.10 2,761.24 10,023.02 1,043.83

3.12. 3. 1.Industrial, Protected Polycarbonate, Flush Mounted Type ea 100 100 0.00 0.00 34.66 3,466.00 145.00 313.00 1,492.07 5,416.07 5.64 564.00

AC 120V, 15A , 2G, 2P+E

3.12. 3. 2.Industrial weather Proof ea 48 48 0.00 0.00 27.70 1,329.60 55.68 120.00 572.37 2,077.65 4.51 216.48

Die Casting Aluminium surface mounted Type

AC 120V, 2G, 2P+E, 15A, cap/w plug

3.12. 3. 3.Industrial Explosion Proof ea 18 18 0.00 0.00 34.66 623.88 26.10 56.34 268.57 974.89 5.64 101.52

Die Casting Aluminum Surface

Mounted Type, AC 120V, 2P+E, 15~20A, cap/w plug

3.12. 3. 4.Welding receptacle(Socket) ea 21 21 0.00 0.00 17.30 363.30 15.12 32.76 156.35 567.53 2.81 59.01

AC 480V, 60A, 3P+E

3.12. 3. 5.Power outlet box, weather-proof type ea 2 2 0.00 0.00 27.70 66.48 2.78 6.00 28.62 103.88 4.51 10.82

MCCB 3P 100AT/100AF, W/Terminal box 400x400x200

3.12. 3. 6.Receptacle for portable ea 20 20 0.00 0.00 27.70 565.08 23.66 51.00 243.26 883.00 4.51 92.00

AC 3P 480V 32A w/cover

3.12. 4. . 4) SWITCH 0.00 752.25 31.08 102.42 336.79 1,222.54 133.70

3.12. 4. 1.Tumbler Switch (For LTG Fixture)

3.12. 4. 1. 1AC 120V, 15A, 1-Way, 1GANG ea 63 63 0.00 0.00 5.07 319.41 13.23 43.47 143.01 519.12 0.90 56.70

3.12. 4. 1. 2AC 120V, 15A, 1-Way, 1GANG ea 21 21 0.00 0.00 5.07 106.47 4.41 14.49 47.67 173.04 0.90 18.90

3.12. 4. 1. 3AC 120V, 15A, 1-Way, 1GANG ea 34 34 0.00 0.00 5.07 173.39 7.18 23.60 77.63 281.80 0.90 30.78

3.12. 4. 1. 4Explosion-proof type, AC 120V, 15A, 2-Way, 1GANG ea 20 20 0.00 0.00 6.38 127.60 5.20 17.40 57.11 207.31 1.14 22.80

3.12. 4. 2.Sun Switch (For Load LTG Fixture & Aircraft Warning LTG Fixture)

3.12. 4. 2. 1240V 1000W ea 2 2 0.00 0.00 12.69 25.38 1.06 3.46 11.37 41.27 2.26 4.52

3.12. 5. . 5) AIRCRAFT WARNING LIGHTING FIXTURES 0.00 1,523.52 63.12 207.84 682.35 2,476.83 271.44

3.12. 5. 1.High intensity obstruction light set 8 8 0.00 0.00 63.48 507.84 21.04 69.28 227.45 825.61 11.31 90.48

200,000cd, XENON set

3.12. 5. 2.Medium intensity obstruction light set 8 8 0.00 0.00 63.48 507.84 21.04 69.28 227.45 825.61 11.31 90.48

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1600cd, XENON

3.12. 5. 3.Low intensity obstruction light set 8 8 0.00 0.00 63.48 507.84 21.04 69.28 227.45 825.61 11.31 90.48

10cd, LED

3.12. 6. . 6) SUPPORTERS FOR AIRCRAFT WARNING LIGHTING FIXTURE 0.00 1,344.24 50.88 113.28 573.57 2,081.97 240.72

3.12. 6. 1.Supporter for high intensity obstruction light set 8 8 0.00 0.00 56.01 448.08 16.96 37.76 191.19 693.99 10.03 80.24

3.12. 6. 2.Supporter for medium intensity obstruction light set 8 8 0.00 0.00 56.01 448.08 16.96 37.76 191.19 693.99 10.03 80.24

3.12. 6. 3.Supporter for low intensity obstruction light set 8 8 0.00 0.00 56.01 448.08 16.96 37.76 191.19 693.99 10.03 80.24

LIGHTING PANELS FOR AIRCRAFT WARNING LIGHT 0.00 3,585.60 150.00 596.40 1,647.21 5,979.21 603.12

3.12. 7. .LIGHTING PANELS FOR AIRCRAFT WARNING LIGHT cct 24 24 0.00 0.00 149.40 3,585.60 150.00 596.40 1,647.21 5,979.21 25.13 603.12

3.13. . . 13 FIRE DETECTION & ALARM SYSTEM 0.00 32,456.10 1,191.70 5,204.32 14,773.27 53,625.39 4,644.12

3.13. 1. .F/A SUPERVISORY PANEL

3.13. 1. . 1INDOOR EA 4 4 0.00 0.00 421.43 1,685.72 61.96 270.40 767.36 2,785.44 60.30 241.20

3.13. 1. . 2WH PROOF EA 10 10 0.00 0.00 421.43 4,214.30 154.90 676.00 1,918.40 6,963.60 60.30 603.00

3.13. 2. .MANUAL F/A BOX

3.13. 2. . 1INDOOR EA 35 35 0.00 0.00 105.36 3,687.60 135.45 591.50 1,678.60 6,093.15 15.08 527.80

3.13. 2. . 2OUTDOOR EA 12 12 0.00 0.00 105.36 1,264.32 46.44 202.80 575.52 2,089.08 15.08 180.96

3.13. 3. .SMOKE DETECTOR

3.13. 3. . 1IONIZED EA 129 129 0.00 0.00 21.08 2,719.32 99.33 436.02 1,237.57 4,492.24 3.02 389.58

3.13. 4. .HEAT DETECTOR

3.13. 4. . 1SPOT EA 105 105 0.00 0.00 21.08 2,213.40 80.85 354.90 1,007.32 3,656.47 3.02 317.10

3.13. 4. . 2EX-PROOF EA 20 20 0.00 0.00 21.08 421.60 15.40 67.60 191.87 696.47 3.02 60.40

3.13. 5. .EM'CY CONSENT

3.13. 5. . 110,30MCCB EA 9 9 0.00 0.00 210.72 1,896.48 69.75 304.20 863.32 3,133.75 30.15 271.35

3.13. 6. .EXIT LAMP

3.13. 6. . 110W-SMALL EA 35 35 0.00 0.00 15.03 526.05 19.25 84.35 239.42 869.07 2.15 75.25

3.13. 6. . 210W EA 12 12 0.00 0.00 15.03 180.36 6.60 28.92 82.09 297.97 2.15 25.80

3.13. 7. .TERMINAL BLOCK

3.13. 7. . 110P EA 15 15 0.00 0.00 10.53 157.95 5.85 25.35 71.92 261.07 1.51 22.65

3.13. 7. . 220P EA 20 20 0.00 0.00 10.53 210.60 7.80 33.80 95.90 348.10 1.51 30.20

3.13. 8. .CO2 MANUAL PNL EA 5 5 0.00 0.00 21.08 105.40 3.85 16.90 47.97 174.12 3.02 15.10

3.13. 9. .CO2 PILOT LAMP EA 8 8 0.00 0.00 21.08 168.64 6.16 27.04 76.75 278.59 3.02 24.16

CO2 PILOT LAMP

3.13.10. .SIREN

3.13.10. . 1SIREN EA 8 8 0.00 0.00 26.34 210.72 7.76 33.84 95.94 348.26 3.77 30.16

3.13.11. .4WAY BOX

3.13.11. . 154(2")MM EA 172 172 0.00 0.00 42.14 7,248.08 266.60 1,162.72 3,299.52 11,976.92 6.03 1,037.16

3.13.12. .BOX COVER EA 172 172 0.00 0.00 10.53 1,811.16 67.08 290.68 824.72 2,993.64 1.51 259.72

3.13.13. .PULL BOX

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3.13.13. . 1150*150*100*1.6t EA 17 17 0.00 0.00 5.27 89.59 3.23 14.45 40.79 148.06 0.75 12.75

3.13.13. . 2200*200*150*1.6t EA 15 15 0.00 0.00 6.04 90.60 3.30 14.55 41.24 149.69 0.86 12.90

3.13.13. . 3300*300*200*1.6t EA 40 40 0.00 0.00 7.03 281.20 10.40 45.20 128.07 464.87 1.01 40.40

3.13.14. .U-CHANNEL

3.13.14. . 142*42*2.6t EA 316 316 0.00 0.00 1.75 553.00 18.96 88.48 251.13 911.57 0.25 79.00

3.13.15. .STRONG ANCHOR

3.13.15. . 1M6 EA 77 77 0.00 0.00 1.05 80.85 3.08 13.09 36.89 133.91 0.15 11.55

3.13.15. . 2M9 EA 30 30 0.00 0.00 1.40 42.00 1.50 6.90 19.16 69.56 0.20 6.00

3.13.16. .CONDULET

3.13.16. . 122(3/4")C EA 391 391 0.00 0.00 3.51 1,372.41 50.83 218.96 624.44 2,266.64 0.50 195.50

3.13.16. . 228(1")C EA 201 201 0.00 0.00 3.51 705.51 26.13 112.56 321.00 1,165.20 0.50 100.50

3.13.16. . 336(1 1/4")C EA 52 52 0.00 0.00 3.51 182.52 6.76 29.12 83.05 301.45 0.50 26.00

3.13.16. . 442(1 1/2")C EA 16 16 0.00 0.00 4.50 72.00 2.72 11.52 32.79 119.03 0.64 10.24

3.13.16. . 554(2")C EA 20 20 0.00 0.00 6.32 126.40 4.60 20.20 57.49 208.69 0.90 18.00

3.13.17. .SEALING FITTING

3.13.17. . 122(3/4")C EA 20 20 0.00 0.00 2.67 53.40 2.00 8.60 24.34 88.34 0.38 7.60

3.13.17. . 228(1")C EA 15 15 0.00 0.00 2.67 40.05 1.50 6.45 18.25 66.25 0.38 5.70

3.13.17. . 336(1 1/4")C EA 5 5 0.00 0.00 2.67 13.35 0.50 2.15 6.08 22.08 0.38 1.90

3.13.17. . 442(1 1/2")C EA 5 5 0.00 0.00 3.16 15.80 0.60 2.55 7.21 26.16 0.45 2.25

3.13.17. . 554(2")C EA 4 4 0.00 0.00 3.93 15.72 0.56 2.52 7.15 25.95 0.56 2.24

3.14. . . 14 TELE-COMMUNICATION EQUIPMENT 0.00 15,371.70 565.07 2,465.96 6,997.51 25,400.24 2,199.89

3.14. 1. . 1) TELEPHONE SYSTEM 0.00 7,217.44 265.43 1,157.93 3,285.58 11,926.38 1,032.99

3.14. 1. 1.Private Automatic Branch Exchange(PABX) ea 1 1 0.00 0.00 842.86 842.86 30.98 135.21 383.68 1,392.73 120.60 120.60

(Max. 60 lines)

3.14. 1. 2.Main Distribution Frame (MDF) set 1 1 0.00 0.00 2,107.15 2,107.15 77.45 338.02 959.21 3,481.83 301.50 301.50

3.14. 1. 3.Local Distribution Frame(IDF)

3.14. 1. 3. 1IDF 25P (Voice) set 3 1 0.00 0.00 702.38 702.38 25.82 112.67 319.73 1,160.60 100.50 100.50

3.14. 1. 3. 2IDF 100P (Voice) set 1 1 0.00 0.00 842.86 842.86 30.98 135.21 383.68 1,392.73 120.60 120.60

3.14. 1. 3. 3IDF 25P (Data) set 3 1 0.00 0.00 702.38 702.38 25.82 112.67 319.73 1,160.60 100.50 100.50

3.14. 1. 3. 4IDF 100P (Data) set 1 1 0.00 0.00 842.86 842.86 30.98 135.21 383.68 1,392.73 120.60 120.60

3.14. 1. 4.Telephone & Lan Accessories

3.14. 1. 4. A- Telephone Connector

3.14. 1. 4. A1RJ-45 Connector for Voice ea 7 7 0.00 0.00 3.51 24.57 0.91 3.92 11.18 40.58 0.50 3.50

3.14. 1. 4. A2RJ-45 Connector for Voice & Data ea 74 74 0.00 0.00 7.03 520.22 19.24 83.62 236.92 860.00 1.01 74.74

3.14. 1. 4. B- Hub(Fiber Port)

3.14. 1. 4. B124Port ea 3 3 0.00 0.00 210.72 632.16 23.25 101.40 287.77 1,044.58 30.15 90.45

3.14. 2. . 2) WALKIE-TALKIE SYSTEM 0.00 1,327.53 48.78 212.95 604.31 2,193.57 190.02

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3.14. 2. 1.Walkie talkies system associated with the EPABX set 1 1 0.00 0.00 842.86 1,011.43 37.18 162.25 460.42 1,671.28 120.60 144.72

3.14. 2. 2.Walkie talkies including NC battery and antennas set 10 10 0.00 0.00 21.08 210.80 7.70 33.80 95.94 348.24 3.02 30.20

3.14. 2. 3.Battery charging units and adequate set 10 10 0.00 0.00 10.53 105.30 3.90 16.90 47.95 174.05 1.51 15.10

3.14. 3. . 3) Paging SYSTEM 0.00 4,446.31 163.41 713.12 2,023.97 7,346.81 636.37

3.14. 3. 1.PAGING HANDSET

3.14. 3. 1. 1 - WALL MOUNTING ea 7 7 0.00 0.00 14.05 98.35 3.64 15.75 44.77 162.51 2.01 14.07

3.14. 3. 1. 2 - DESK TOP ea 2 2 0.00 0.00 10.53 21.06 0.78 3.38 9.59 34.81 1.51 3.02

3.14. 3. 1. 3 - DOOR SEMI AUTO ea 4 4 0.00 0.00 10.53 42.12 1.56 6.76 19.18 69.62 1.51 6.04

3.14. 3. 1. 4 - RAIN PROOF ea 14 14 0.00 0.00 10.53 147.42 5.46 23.66 67.13 243.67 1.51 21.14

3.14. 3. 1.N40BOOTH(NOISE PROOF)

3.14. 3. 1.N41- FULL TYPE ea 7 0.00 0.00 140.48 983.36 36.12 157.71 447.62 1,624.81 20.10 140.70

3.14. 3. 2.SPEAKER

3.14. 3. 2. 1- PRESSURE-CHAMBER 25W ea 31 31 0.00 0.00 21.08 653.48 23.87 104.78 297.40 1,079.53 3.02 93.62

3.14. 3. 2. 2- WALL MOUNTING 3W ea 2 2 0.00 0.00 14.05 28.10 1.04 4.50 12.79 46.43 2.01 4.02


3.14. 3. 3.TERMINAL BOX

3.14. 3. 3. 1- 30P ea 6 6 0.00 0.00 210.72 1,264.32 46.50 202.80 575.54 2,089.16 30.15 180.90

3.14. 3. 3. 2- 50P ea 4 4 0.00 0.00 280.95 1,123.80 41.32 180.28 511.58 1,856.98 40.20 160.80

3.14. 4. . 4) PA SYSTEM 0.00 1,769.34 65.15 283.83 805.47 2,923.79 253.12

3.14. 4. 1.MAIN AMP. set 1 1 0.00 0.00 702.38 702.38 25.82 112.67 319.73 1,160.60 100.50 100.50

3.14. 4. 2.RMC set 1 1 0.00 0.00 561.91 561.91 20.65 90.14 255.79 928.49 80.40 80.40

3.14. 4. 3.SPEAKER

3.14. 4. 3. 1- CEILING 3W ea 16 16 0.00 0.00 17.56 280.96 10.40 45.12 127.94 464.42 2.51 40.16



3.14. 4. 3. 4ATTENUATOR ea 5 5 0.00 0.00 14.05 70.25 2.60 11.25 31.98 116.08 2.01 10.05

3.14. 4. 3. 5TERMINAL BOX 10P ea 1 1 0.00 0.00 52.68 52.68 1.94 8.45 23.98 87.05 7.54 7.54

3.14. 5. . 5) CLOCK SYSTEM 0.00 122.93 4.54 19.70 55.97 203.14 17.59

3.14. 5. 1.Clock Panel Set 1 0.00 0.00 17.56 17.56 0.65 2.82 8.00 29.03 2.51 2.51

3.14. 5. 2.Antenna Set 1 0.00 0.00 35.12 35.12 1.29 5.63 15.99 58.03 5.03 5.03

3.14. 5. 3.Slave Clock Set 5 0.00 0.00 14.05 70.25 2.60 11.25 31.98 116.08 2.01 10.05

3.14. 6. . 6) CATV, CCTV SYSTEM 0.00 488.15 17.76 78.43 222.21 806.55 69.80

3.14. 6. 1.Color Camera System SET 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.14. 6. 2. - Color Camera EA 10 0.00 0.00 3.51 35.10 1.30 5.60 15.97 57.97 0.50 5.00

3.14. 6. 3. - Zoom Lens EA 10 0.00 0.00 1.05 10.50 0.40 1.70 4.79 17.39 0.15 1.50

3.14. 6. 4. - Camera Housing EA 10 0.00 0.00 1.75 17.50 0.60 2.80 7.95 28.85 0.25 2.50

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3.14. 6. 5. - Moterized PanTilt EA 10 0.00 0.00 1.05 10.50 0.40 1.70 4.79 17.39 0.15 1.50

3.14. 6. 6. - Light EA 20 0.00 0.00 0.70 14.00 0.60 2.20 6.39 23.19 0.10 2.00

3.14. 6. 7. - Light Bracket EA 10 0.00 0.00 1.05 10.50 0.40 1.70 4.79 17.39 0.15 1.50

3.14. 6. 8. - Receiver EA 10 0.00 0.00 1.40 14.00 0.50 2.30 6.39 23.19 0.20 2.00

3.14. 6. 9. - Receiver Panel EA 10 0.00 0.00 1.75 17.50 0.60 2.80 7.95 28.85 0.25 2.50

3.14. 6.10. - Surge Protector (Video) EA 20 0.00 0.00 0.56 11.20 0.40 1.80 5.10 18.50 0.08 1.60

3.14. 6.11. - Surge Protector (Data) EA 20 0.00 0.00 0.56 11.20 0.40 1.80 5.10 18.50 0.08 1.60

3.14. 6.12. - Surge Protector (Power) EA 10 0.00 0.00 0.70 7.00 0.30 1.10 3.19 11.59 0.10 1.00

3.14. 6.13.- Fiber Optic Link (Single Mode, Video, Data) EA 10 0.00 0.00 0.35 3.50 0.10 0.60 1.60 5.80 0.05 0.50

3.14. 6.14.- FDF (4 Port) EA 10 0.00 0.00 0.91 9.10 0.30 1.50 4.14 15.04 0.13 1.30

3.14. 6.15.Detector System

3.14. 6.15. 1 - Infrared Detector Lot 10 0.00 0.00 1.75 17.50 0.60 2.80 7.95 28.85 0.25 2.50

3.14. 6.15. 2 - Infrared Detector Housing Lot 10 0.00 0.00 1.75 17.50 0.60 2.80 7.95 28.85 0.25 2.50

3.14. 6.15. 3 - Infrared Detector Housing Bracket EA 10 0.00 0.00 0.91 9.10 0.30 1.50 4.14 15.04 0.13 1.30

3.14. 6.16.Central Control System

3.14. 6.16. 1 - ID/Time Generator EA 1 0.00 0.00 2.10 2.10 0.08 0.34 0.96 3.48 0.30 0.30

3.14. 6.16. 2 - ID/TG Out Card EA 15 0.00 0.00 1.75 26.25 0.90 4.20 11.92 43.27 0.25 3.75

3.14. 6.16. 3 - Matrix Switcher EA 1 0.00 0.00 7.03 7.03 0.26 1.13 3.20 11.62 1.01 1.01

3.14. 6.16. 4 - Matrix Out Card EA 4 0.00 0.00 2.81 11.24 0.40 1.80 5.11 18.55 0.40 1.60

3.14. 6.16. 5 - V.D.A EA 4 0.00 0.00 7.03 28.12 1.04 4.52 12.81 46.49 1.01 4.04

3.14. 6.16. 6 - D.V.R EA 2 0.00 0.00 7.03 14.06 0.52 2.26 6.40 23.24 1.01 2.02

3.14. 6.16. 7 - S.D.U EA 8 0.00 0.00 5.62 44.96 1.68 7.20 20.47 74.31 0.80 6.40

3.14. 6.16. 8 - M.P.U EA 1 0.00 0.00 7.03 7.03 0.26 1.13 3.20 11.62 1.01 1.01

3.14. 6.16. 9 - Computer EA 1 0.00 0.00 14.05 14.05 0.52 2.25 6.40 23.22 2.01 2.01

3.14. 6.16. 10 - Control Keyboard EA 1 0.00 0.00 1.05 1.05 0.04 0.17 0.48 1.74 0.15 0.15

3.14. 6.16. 11 - D.V.R Monitor EA 2 0.00 0.00 10.53 21.06 0.78 3.38 9.59 34.81 1.51 3.02

3.14. 6.16. 12 - PC Monitor EA 1 0.00 0.00 7.03 7.03 0.26 1.13 3.20 11.62 1.01 1.01

3.14. 6.16. 13 - Monitor EA 4 0.00 0.00 7.03 28.12 1.04 4.52 12.81 46.49 1.01 4.04

3.14. 6.16. 14 - Console EA 1 0.00 0.00 17.56 17.56 0.65 2.82 8.00 29.03 2.51 2.51

3.14. 6.16. 15- Fiber Optic Link Shelf EA 3 0.00 0.00 1.40 4.20 0.15 0.69 1.92 6.96 0.20 0.60

3.14. 6.16. 16- Fiber Optic Link (Single Mode, Video, Data, Card Type) EA 10 0.00 0.00 1.75 17.50 0.60 2.80 7.95 28.85 0.25 2.50

3.14. 6.16. 17- FDF (36 Port) EA 3 0.00 0.00 7.03 21.09 0.78 3.39 9.60 34.86 1.01 3.03

3.15. . . 15 CATHODIC PROTECTION SYSTEM 0.00 47,184.35 1,884.73 4,034.90 20,192.41 73,296.39 8,075.33

3.15. 1. . 1) FOR UNDERGROUND PIPELINE(OUTSIDE) PROTECTION 0.00 4,443.90 113.15 277.64 1,838.37 6,673.06 873.11

3.15. 1. . 0C.P controller & Anode shnt box Set 3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.01 15.03

3.15. 1. . 1MAGNESIUM ANODE(9Lb) EA 30 30 0.00 0.00 85.30 2,559.00 35.70 112.50 1,029.39 3,736.59 18.01 540.30

3.15. 1. . 2TEST BOX(EXP. ) EA 6 6 0.00 0.00 59.42 356.52 14.82 31.32 153.11 555.77 10.02 60.12

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3.15. 1. . 3CABLE(600V,CV, 1C, 10sqmm) M 210 210 0.00 0.00 0.59 123.90 4.20 10.50 52.70 191.30 0.10 21.00

3.15. 1. . 4REFERENCE CELL(Cu/CuSO4) EA 6 6 0.00 0.00 44.56 267.36 11.10 23.52 114.83 416.81 7.51 45.06

3.15. 1. . 5CAD WELD POWDER(#15) EA 42 42 0.00 0.00 8.91 374.22 15.54 32.76 160.66 583.18 1.50 63.00

3.15. 1. . 6EPOXY(FUTTY) KG 13 13 0.00 0.00 7.73 97.40 4.03 8.57 41.83 151.83 1.30 16.38

3.15. 1. . 7INSULATION JOINT PROTECTOR(MONOBLOCK TYPE, #150, Φ150) EA 4 4 0.00 0.00 29.71 118.84 4.96 10.44 51.04 185.28 5.01 20.04




3.15. 1. . 11PORTABLE REFERENCE CELL(Cu/CuSO4) EA 1 1 0.00 0.00 44.56 44.56 1.85 3.92 19.14 69.47 7.51 7.51

3.15. 1. . 13CAD WELD MOLD(#15) EA 1 1 0.00 0.00 8.91 8.91 0.37 0.78 3.83 13.89 1.50 1.50

3.15. 1. . 14FLINT GUN EA 1 1 0.00 0.00 17.83 17.83 0.74 1.57 7.66 27.80 3.01 3.01

3.15. 2. . 2) TANK PROTECTION 0.00 8,070.31 330.12 708.92 3,463.76 12,573.11 1,356.98

3.15. 2. 1.C.P controller & Anode shnt box Set 10 0.00 0.00 29.71 297.10 12.40 26.10 127.61 463.21 5.01 50.10

3.15. 2. 2.M.M.O Anode M 1,398 0.00 0.00 1.07 1,495.86 55.92 125.82 637.90 2,315.50 0.18 251.64

3.15. 2. 3.Junction box Set 10 0.00 0.00 10.53 105.30 3.90 16.90 47.95 174.05 1.51 15.10

3.15. 2. 4.Test box EA 10 0.00 0.00 59.42 594.20 24.70 52.20 255.18 926.28 10.02 100.20

3.15. 2. 5.Cu/CuSO4 reference EA 10 0.00 0.00 44.56 445.60 18.50 39.20 191.38 694.68 7.51 75.10

3.15. 2. 6.Anode lead cable (10sqmm) M 200 0.00 0.00 0.59 118.00 4.00 10.00 50.19 182.19 0.10 20.00

3.15. 2. 7.Conductor bar M 374 0.00 0.00 4.21 1,574.54 67.32 138.38 676.92 2,457.16 0.71 265.54

3.15. 2. 8.Head cable (25sqmm) M 500 0.00 0.00 0.95 475.00 20.00 40.00 203.43 738.43 0.16 80.00

3.15. 2. 9.Hi-PVC conduit (28Ø) M 700 0.00 0.00 3.56 2,492.00 105.00 217.00 1,070.00 3,884.00 0.60 420.00

3.15. 2.10.Cadweld powder EA 18 0.00 0.00 8.91 160.38 6.66 14.04 68.85 249.93 1.50 27.00

3.15. 2.11.Epoxy Kg 21 0.00 0.00 7.73 162.33 6.72 14.28 69.71 253.04 1.30 27.30

3.15. 2.12.Warnning tape M 500 0.00 0.00 0.30 150.00 5.00 15.00 64.64 234.64 0.05 25.00

3.15. 3. . 3) STRUCTURE PROTECTION 0.00 34,670.14 1,441.46 3,048.34 14,890.28 54,050.22 5,845.24

3.15. 3. 1.AL ANODE(38kg) : (140+180)x160x500 Set 60 0.00 0.00 148.54 8,912.40 370.80 783.60 3,827.83 13,894.63 25.04 1,502.40

3.15. 3. 2.AL ANODE(125kg) : (235+270)x245x700 Set 130 0.00 0.00 178.25 23,172.50 963.30 2,037.10 9,952.06 36,124.96 30.05 3,906.50

3.15. 3. 3.TEST BOX : SEA WATER TYPE Set 10 0.00 0.00 14.85 148.50 6.20 13.10 63.80 231.60 2.50 25.00

3.15. 3. 4.BOLT/NUT:SUS 304 14x55 Set 130 0.00 0.00 17.83 2,317.90 96.20 204.10 995.55 3,613.75 3.01 391.30

3.15. 3. 5.Zn PRIMER Set 4 0.00 0.00 29.71 118.84 4.96 10.44 51.04 185.28 5.01 20.04

16 STEEL STRUCTURES FOR IPB, SWYD SUPPORT 0.00 42,010.20 1,588.50 3,536.70 17,922.91 65,058.31 7,518.90

3.16. . .16 STEEL STRUCTURES FOR IPB, SWYD SUPPORT ton 30 30 0.00 0.00 1,400.34 42,010.20 1,588.50 3,536.70 17,922.91 65,058.31 250.63 7,518.90

3.17. . . 17 EARTHING & LIGHTNING SYSTEM 0.00 54,525.88 2,313.51 5,629.54 23,753.37 86,222.30 8,969.38

3.17. 1. . 1) EARTHING SYSTEM 0.00 18,052.46 762.55 1,953.10 7,896.92 28,665.03 3,037.56

3.17. 1. 1. - Cadweld System

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No. of connection point

3.17. 1. 1. 1 300 MCM to 300 MCM Cross EA 52 52 0.00 0.00 2.26 117.52 5.20 13.00 51.61 187.33 0.38 19.76

3.17. 1. 1. 2 300 MCM to 300 MCM Tee EA 137 137 0.00 0.00 2.26 309.62 13.70 34.25 135.96 493.53 0.38 52.06

3.17. 1. 1. 3 300 MCM to 4/0 Tee EA 68 68 0.00 0.00 2.26 153.68 6.80 17.00 67.49 244.97 0.38 25.84

3.17. 1. 2. - Compression type terminal lug (2-HOLE)

(Bronze bolt & nut w/washer)

3.17. 1. 2. 1 Wire size : 300 MCM EA 114 114 0.00 0.00 0.89 101.46 4.56 11.40 44.65 162.07 0.15 17.10

3.17. 1. 2. 2 Wire size : 4/0 EA 209 209 0.00 0.00 0.77 160.93 6.27 16.72 69.93 253.85 0.13 27.17

3.17. 1. 3. - Compression type terminal lug (1-HOLE)

(Bronze bolt & nut w/washer)

3.17. 1. 3. 1 Wire size : 3/0 EA 28 28 0.00 0.00 0.59 16.52 0.84 1.68 7.24 26.28 0.10 2.80

3.17. 1. 3. 2 Wire size : 1/0 EA 12 12 0.00 0.00 0.53 6.36 0.24 0.72 2.78 10.10 0.09 1.08

3.17. 1. 3. 3 Wire size : #1 EA 15 15 0.00 0.00 0.53 7.95 0.30 0.90 3.48 12.63 0.09 1.35

3.17. 1. 3. 4 Wire size : #2 EA 115 115 0.00 0.00 0.47 54.05 2.30 5.75 23.61 85.71 0.08 9.20

3.17. 1. 3. 5 Wire size : #4 EA 153 153 0.00 0.00 0.36 55.08 3.06 6.12 24.43 88.69 0.06 9.18

3.17. 1. 4. - Earth rod & rod connector ("U-BOLT" TYPE)

3.17. 1. 4. 13/4" DIA x 20' CADWELD TYPE (FOR MAIN MESH) EA 26 26 0.00 0.00 66.81 1,737.06 73.06 189.02 760.16 2,759.30 11.26 292.76

3.17. 1. 4. 2DIA.12x1000mm (FOR ROAD LIGHTING)

3.17. 1. 5. - Fence post rod connector EA 690 690 0.00 0.00 6.71 4,629.90 193.20 503.70 2,025.48 7,352.28 1.13 779.70

(FOR POST EARTHING, POST DIA. : 2")

3.17. 1. 6. - Earth pad ( 82 x 82 x 8t, Compression type) EA 511 511 0.00 0.00 2.26 1,155.31 51.12 127.80 507.33 1,841.56 0.38 194.26

(FOR MANHOLE & TRENCH WALL)

3.17. 1. 7. - Earth terminal box SET 52 52 0.00 0.00 6.71 346.24 14.45 37.67 151.47 549.83 1.13 58.31

(FOR SHIELD WIRE EARTHING)

3.17. 1. 8. - Cable clip, M8 shank bolt & nut w/ washer EA 5,125 5,125 0.00 0.00 0.30 1,537.56 51.25 153.76 662.60 2,405.17 0.05 256.26

3.17. 1. 9. Angle (50 x 50 x 6t x 100mm , Hot dip galvanized) EA 1,538 1,538 0.00 0.00 0.65 999.96 46.15 107.69 438.72 1,592.52 0.11 169.22

3.17. 1.10.(FOR STEEL COLUMN EARTHING)

- Steel plate (100 x 50 x 6t ,Hot dip galvanized) & Bronze bolt & nut w/washer

3.17. 1.10. 1Bolt hole size 1/2" EA 1,034 1,034 0.00 0.00 0.36 372.38 20.69 41.38 165.20 599.65 0.06 62.06

3.17. 1.10. 2Bolt hole size 1/4" EA 1,034 1,034 0.00 0.00 0.36 372.38 20.69 41.38 165.20 599.65 0.06 62.06

3.17. 1.10. 3 - Bare copper tape (50 x 5t) m 305 305 0.00 0.00 6.71 2,045.21 85.34 222.50 894.73 3,247.78 1.13 344.42

3.17. 1.10. 4 - Insulator (For copper tape support) EA 154 154 0.00 0.00 0.65 99.84 4.61 10.75 43.80 159.00 0.11 16.90

3.17. 1.11.C-CLAMP

3.17. 1.11. 1#4 EA 153 153 0.00 0.00 0.77 117.81 4.59 12.24 51.20 185.84 0.13 19.89

3.17. 1.11. 2#2 EA 115 115 0.00 0.00 0.77 88.55 3.45 9.20 38.48 139.68 0.13 14.95

3.17. 1.11. 3#1 EA 15 15 0.00 0.00 0.77 11.55 0.45 1.20 5.02 18.22 0.13 1.95

3.17. 1.11. 41/0 EA 12 12 0.00 0.00 0.89 10.68 0.48 1.20 4.70 17.06 0.15 1.80

3.17. 1.11. 53/0 EA 28 28 0.00 0.00 0.89 24.92 1.12 2.80 10.97 39.81 0.15 4.20

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3.17. 1.11. 64/0 EA 141 141 0.00 0.00 0.89 125.49 5.64 14.10 55.22 200.45 0.15 21.15

3.17. 1.11. 7300 MCM EA 46 46 0.00 0.00 1.13 51.98 2.30 5.52 22.74 82.54 0.19 8.74

3.17. 1.11. 8WATER STOP EA 48 48 0.00 0.00 6.71 322.08 13.44 35.04 140.90 511.46 1.13 54.24

3.17. 1.11. 9TEST WELL EA 2 2 0.00 0.00 593.90 1,187.80 50.02 129.30 519.84 1,886.96 100.13 200.26

3.17. 1.12.GROUND TERMINAL BOX

3.17. 1.12. 1- 5CCT EA 3 3 0.00 0.00 26.73 80.19 3.39 8.73 35.10 127.41 4.51 13.53

3.17. 1.13.GROUND ROD

3.17. 1.13. 1- 3/4" DIA x 20' CADWELD TYPE EA 26 26 0.00 0.00 66.81 1,737.06 73.06 189.02 760.16 2,759.30 11.26 292.76

3.17. 1.13. 2- CONNECTOR CLAMP EA 26 26 0.00 0.00 0.59 15.34 0.78 1.56 6.72 24.40 0.10 2.60

3.17. 2. . 2) LIGHTNING PROTECTION SYSTEM 0.00 36473.42 1550.96 3676.44 15856.45 57557.27 5931.82

3.17. 2. 1.Lightning rod

3.17. 2. 1. 1 - (DIA.25 x 457mm, Lead-coated round copper) EA 12 12 0.00 0.00 69.30 831.60 34.80 83.52 361.20 1,311.12 11.26 135.12

3.17. 2. 1. 2 - (DIA.5/8" x 36", Lead-coated round copper) EA 24 24 0.00 0.00 277.20 6,652.80 278.40 668.16 2,889.60 10,488.96 45.06 1,081.44

3.17. 2. 1. 3 - (DIA.12 x 600mm, Lead-coated round copper) EA 2 2 0.00 0.00 138.61 277.22 11.60 27.84 120.41 437.07 22.53 45.06

3.17. 2. 1. 4 - (DIA.12 x 900mm, Lead-coated round copper) EA 24 24 0.00 0.00 138.61 3,326.64 139.20 334.08 1,444.89 5,244.81 22.53 540.72

3.17. 2. 1. 5 - Cable saddle & sheet metal csrew bolt & nut EA 3,229 3,229 0.00 0.00 1.11 3,584.19 161.45 355.19 1,559.31 5,660.14 0.18 581.22

(for lightning cable support)

3.17. 2. 1. 6 - Service connector (Bolt type, 95SQmm) Copper EA 511 511 0.00 0.00 1.54 787.25 30.67 76.68 340.17 1,234.77 0.25 127.80

(for lightning cable support)

3.17. 2. 1. 7 - Test clamp (95SQmm) Copper EA 106 106 0.00 0.00 1.54 163.24 6.36 15.90 70.54 256.04 0.25 26.50

(for lightning cable )

3.17. 2. 1. 8 - Insulator (For lightning cable support) Set EA 4,675 4,675 0.00 0.00 1.84 8,602.00 374.00 888.25 3,750.81 13,615.06 0.30 1,402.50

50mm Dia. x 70h Insulator,

3.17. 2. 2.55mm Dia x 10t Aluminium Die-Cast Base

3.17. 2. 2. 1 - XFMR neutral bus connection terminal SET 60 60 0.00 0.00 34.68 2,080.80 87.00 208.80 903.69 3,280.29 5.64 338.40

(Copper bronze)

3.17. 2. 3. - Ground connector w/bronze bolt & nut w/washer

3.17. 2. 3. 1Wire size :95SQmm EA 1,270 1,270 0.00 0.00 0.92 1,168.40 50.80 114.30 507.05 1,840.55 0.15 190.50

3.17. 2. 4.SUPPORTING PIPE

3.17. 2. 4. 1- SUS340 T:2MM EA 36 36 0.00 0.00 27.72 997.92 41.76 100.08 433.39 1,573.15 4.51 162.36

3.17. 2. 5.BUSHING

3.17. 2. 5. 1- SUS304 76Φx100 EA 36 36 0.00 0.00 1.54 55.44 2.16 5.40 23.96 86.96 0.25 9.00

3.17. 2. 6.SETTING BOLT

3.17. 2. 6. 1- SUS304 3WAY EA 108 108 0.00 0.00 0.68 73.44 3.24 7.56 32.03 116.27 0.11 11.88

3.17. 2. 7.BASE PLATE

3.17. 2. 7. 1- SUS304 150x150x10t EA 12 12 0.00 0.00 69.30 831.60 34.80 83.52 361.20 1,311.12 11.26 135.12

3.17. 2. 7. 2- SUS304 150x150x6t EA 24 24 0.00 0.00 69.30 1,663.20 69.60 167.04 722.40 2,622.24 11.26 270.24

3.17. 2. 7. 3BRONZE BASE EA 24 24 0.00 0.00 92.40 2,217.60 92.88 222.72 963.23 3,496.43 15.02 360.48

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3.17. 2. 8.RUBBER

3.17. 2. 8. 1- 50x50x20t EA 24 24 0.00 0.00 13.86 332.64 13.92 33.36 144.46 524.38 2.25 54.00

3.17. 2. 9.GROUND TERMINAL BOX

3.17. 2. 9. 1- 2CCT EA 3 3 0.00 0.00 69.30 207.90 8.70 20.88 90.30 327.78 11.26 33.78

3.17. 2.10.BRAZING EA 36 36 0.00 0.00 55.44 1,995.84 83.52 200.52 866.91 3,146.79 9.01 324.36

3.17. 2.11.GROUND PAD EA 9 9 0.00 0.00 69.30 623.70 26.10 62.64 270.90 983.34 11.26 101.34

3.18. . . 18 CABLE ACCESSORIES 0.00 346,824.56 11,630.99 41,719.96 152,163.93 552,339.44 57,915.65

3.18. 1. . 1) TERMINATION KITS 0.00 3,836.52 161.20 499.12 1,709.89 6,206.73 646.12

3.18. 1. 1. - 6/10KV TERMINATION KIT, OUTDOOR TYPE

3.18. 1. 1. 1CV. 1C x 900MCM EA 12 - 0.00 0.00 44.62 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.18. 1. 1. 2CV. 1C x 500MCM EA 42 - 0.00 0.00 44.62 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.18. 1. 1. 3CV. 3C x 4/0 EA 2 - 0.00 0.00 89.24 0.00 0.00 0.00 0.00 0.00 0.00 0.00

3.18. 1. 2. - 6/10KV TERMINATION KIT, INDOOR TYPE

3.18. 1. 2. 1CV. 1C x 900MCM EA 24 36 0.00 0.00 29.75 1,071.00 45.00 139.32 477.33 1,732.65 5.01 180.36

3.18. 1. 2. 2CV. 1C x 500MCM EA 42 84 0.00 0.00 29.75 2,499.00 105.00 325.08 1,113.76 4,042.84 5.01 420.84

3.18. 1. 2. 3CV. 3C x 4/0 EA 2 4 0.00 0.00 66.63 266.52 11.20 34.72 118.80 431.24 11.23 44.92

3.18. 2. . 2) TERMINAL LUGS WITH BRASS BOLT, NUT & FLAT/LOCK WASHER 0.00 58,619.68 2,519.72 5,954.32 25,511.91 92,605.63 9,788.91

3.18. 2. 1. - COMPRESSION TYPE, 2HOLES

3.18. 2. 1. 1FOR CV CABLE 900MCM SET 132 132 0.00 0.00 1.48 195.36 7.92 17.16 83.82 304.26 0.25 33.00







3.18. 2. 1. 8FOR CV CABLE 4/0 SET 32 32 0.00 0.00 0.59 18.88 0.64 1.60 8.03 29.15 0.10 3.20

3.18. 2. 2.CRIMP TYPE (RING TYPE)

3.18. 2. 2. 1FOR CV CABLE 3/0 SET 188 188 0.00 0.00 0.59 110.92 3.76 9.40 47.18 171.26 0.10 18.80

3.18. 2. 2. 2FOR CV CABLE 1/0 SET 181 181 0.00 0.00 0.53 95.93 3.62 9.05 41.29 149.89 0.09 16.29

3.18. 2. 2. 3FOR CV CABLE #1 SET 398 398 0.00 0.00 0.53 210.94 7.96 19.90 90.80 329.60 0.09 35.82

3.18. 2. 2. 4FOR CV CABLE #2 SET 210 210 0.00 0.00 0.47 98.70 4.20 8.40 42.32 153.62 0.08 16.80

3.18. 2. 2. 5FOR CV CABLE #4 SET 200 200 0.00 0.00 0.36 72.00 2.00 6.00 30.42 110.42 0.06 12.00

3.18. 2. 2. 6FOR CV CABLE #6 SET 28 28 0.00 0.00 0.36 10.08 0.28 0.84 4.26 15.46 0.06 1.68

3.18. 2. 2. 7FOR CV CABLE #8 SET 468 468 0.00 0.00 0.36 168.48 4.68 14.04 71.18 258.38 0.06 28.08

3.18. 2. 2. 8FOR CV CABLE #10 SET 1,784 1,784 0.00 0.00 0.30 535.20 17.84 53.52 230.64 837.20 0.05 89.20

3.18. 2. 2. 9FOR CV CABLE #12 SET 104,447 104,447 0.00 0.00 0.18 18,800.46 1,044.47 2,088.94 8,340.20 30,274.07 0.03 3,133.41

3.18. 2. 3. - CABLE GLANDS ( BRASS & RUBBER PACKING )

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3.18. 2. 3. 1Cable OD : 0.51 - 0.78" EA 15,684 15,684 0.00 0.00 0.30 4,705.20 156.84 470.52 2,027.67 7,360.23 0.05 784.20

3.18. 2. 3. 2Cable OD : 0.75 - 1.03" EA 21,900 21,900 0.00 0.00 0.30 6,570.00 219.00 657.00 2,831.29 10,277.29 0.05 1,095.00

3.18. 2. 3. 3Cable OD : 1.44 - 1.5" EA 19,656 19,656 0.00 0.00 0.30 5,896.80 196.56 589.68 2,541.18 9,224.22 0.05 982.80

3.18. 2. 3. 4Cable OD : 1.67 - 1.73" EA 30,108 30,108 0.00 0.00 0.30 9,032.40 301.08 903.24 3,892.44 14,129.16 0.05 1,505.40

3.18. 2. 3. 5Cable OD : 1.67 - 1.96" EA 10,704 10,704 0.00 0.00 0.42 4,495.68 214.08 428.16 1,953.66 7,091.58 0.07 749.28

3.18. 2. 3. 6Cable OD : 1.91 - 2.2" EA 5,976 5,976 0.00 0.00 0.42 2,509.92 119.52 239.04 1,090.72 3,959.20 0.07 418.32

3.18. 2. 3. 7Cable OD : 2.15 - 2.44" EA 5,484 5,484 0.00 0.00 0.47 2,577.48 109.68 219.36 1,105.18 4,011.70 0.08 438.72

3.18. 2. 3. 8Cable OD : 2.38 - 2.67" EA 3,612 3,612 0.00 0.00 0.47 1,697.64 72.24 144.48 727.92 2,642.28 0.08 288.96

3.18. 3. . 3) MISCELLANEOUS ACCESSORIES 0.00 284,368.36 8,950.07 35,266.52 124,942.13 453,527.08 47,480.62

3.18. 3. 1. - WIRE CONNECTOR ( FOR LIGHTING)

3.18. 3. 1. 1WIRE SIZE : #10 EA 13,074 13,074 0.00 0.00 0.30 3,922.20 130.74 392.22 1,690.24 6,135.40 0.05 653.70

3.18. 3. 1. 2WIRE SIZE : #8 EA 13,087 13,087 0.00 0.00 0.36 4,711.39 130.87 392.62 1,990.53 7,225.41 0.06 785.23

3.18. 3. 2. - TERMINAL CAP (INSULATION TUBE)

COLOR : RED, YELLOW, BLUE, BLACK

3.18. 3. 2. 1CABLE SIZE : #12 EA 501,660 501,660 0.00 0.00 0.18 90,298.80 5,016.60 10,033.20 40,058.07 145,406.67 0.03 15,049.80

3.18. 3. 2. 2CABLE SIZE : #10 EA 9,899 9,899 0.00 0.00 0.18 1,781.78 98.99 197.98 790.43 2,869.18 0.03 296.96

3.18. 3. 2. 3CABLE SIZE : #8 EA 9,070 9,070 0.00 0.00 0.18 1,632.53 90.70 181.39 724.22 2,628.84 0.03 272.09

3.18. 3. 2. 4CABLE SIZE : #6 EA 8,248 8,248 0.00 0.00 0.24 1,979.42 82.48 164.95 846.74 3,073.59 0.04 329.90

3.18. 3. 2. 5CABLE SIZE : #4 EA 8,248 8,248 0.00 0.00 0.24 1,979.42 82.48 164.95 846.74 3,073.59 0.04 329.90

3.18. 3. 2. 6CABLE SIZE : #2 EA 4,954 4,954 0.00 0.00 0.24 1,188.86 49.54 99.07 508.56 1,846.03 0.04 198.14

3.18. 3. 2. 7CABLE SIZE : #1 EA 4,954 4,954 0.00 0.00 0.30 1,486.08 49.54 148.61 640.42 2,324.65 0.05 247.68

3.18. 3. 2. 8CABLE SIZE : 1/0 EA 2,752 2,752 0.00 0.00 0.30 825.48 27.52 82.55 355.74 1,291.29 0.05 137.58

3.18. 3. 2. 9CABLE SIZE : 3/0 EA 1,034 1,034 0.00 0.00 0.47 486.17 20.69 41.38 208.46 756.70 0.08 82.75

3.18. 3. 2. 10CABLE SIZE : 4/0 EA 365 365 0.00 0.00 0.47 171.46 7.30 14.59 73.52 266.87 0.08 29.18

3.18. 3. 2. 11CABLE SIZE : 250MCM EA 252 252 0.00 0.00 0.65 163.80 7.56 15.12 70.91 257.39 0.11 27.72

3.18. 3. 2. 12CABLE SIZE : 400MCM EA 220 220 0.00 0.00 0.89 195.44 8.78 17.57 84.33 306.12 0.15 32.94

3.18. 3. 2. 13CABLE SIZE : 500MCM EA 220 220 0.00 0.00 0.89 195.44 8.78 17.57 84.33 306.12 0.15 32.94

3.18. 3. 2. 14CABLE SIZE : 600MCM EA 220 220 0.00 0.00 1.37 300.85 13.18 26.35 129.43 469.81 0.23 50.51

3.18. 3. 2. 15CABLE SIZE : 750MCM EA 636 636 0.00 0.00 1.37 871.32 38.16 76.32 374.84 1,360.64 0.23 146.28

3.18. 3. 3. - VINYL INSULATION TAPE

3.18. 3. 3. 1COLOR : BLACK, 0748" WIDE x 32.81ft LONG EA 11,580 11,580 0.00 0.00 0.30 3,474.00 115.80 347.40 1,497.09 5,434.29 0.05 579.00

3.18. 3. 3. 2COLOR : RED, 0.748" WIDE x 32.81ft LONG EA 5,724 5,724 0.00 0.00 0.30 1,717.20 57.24 171.72 740.01 2,686.17 0.05 286.20

3.18. 3. 3. 3COLOR : YELLOW, 0.748" WIDE x 32.81ft LONG EA 5,724 5,724 0.00 0.00 0.30 1,717.20 57.24 171.72 740.01 2,686.17 0.05 286.20

3.18. 3. 3. 4COLOR : BLUE, 0.748" WIDE x 32.81ft LONG EA 5,724 5,724 0.00 0.00 0.30 1,717.20 57.24 171.72 740.01 2,686.17 0.05 286.20

3.18. 3. 3. 5COLOR : GREEN, 0.748" WIDE x 32.81ft LONG EA 1,740 1,740 0.00 0.00 0.30 522.00 17.40 52.20 224.95 816.55 0.05 87.00

3.18. 3. 4. - RUBBER INSULATION TAPE

3.18. 3. 4. 1COLOR : BALCK, 0.748" WIDE x 16.41ft LONG EA 4,728 4,728 0.00 0.00 0.89 4,207.92 189.12 378.24 1,815.77 6,591.05 0.15 709.20

3.18. 3. 5. - CABLE TIE (NATURAL NYLON 6/6)

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3.18. 3. 5. 1LENGTH : 3.15" (FOR CABLE MARKER) EA 522,408 522,408 0.00 0.00 0.06 31,344.48 0.00 5,224.08 13,904.94 50,473.50 0.01 5,224.08

3.18. 3. 5. 2LENGTH : 3.94" EA 231,348 231,348 0.00 0.00 0.06 13,880.88 0.00 2,313.48 6,157.79 22,352.15 0.01 2,313.48

3.18. 3. 5. 3LENGTH : 7.87" EA 231,348 231,348 0.00 0.00 0.06 13,880.88 0.00 2,313.48 6,157.79 22,352.15 0.01 2,313.48

3.18. 3. 5. 4LENGTH : 11.81" EA 432,852 432,852 0.00 0.00 0.06 25,971.12 0.00 4,328.52 11,521.23 41,820.87 0.01 4,328.52

3.18. 3. 5. 5LENGTH : 17.72" EA 72,144 72,144 0.00 0.00 0.06 4,328.64 0.00 721.44 1,920.26 6,970.34 0.01 721.44

3.18. 3. 5. 6LENGTH : 21.26" EA 57,216 57,216 0.00 0.00 0.06 3,432.96 0.00 572.16 1,522.92 5,528.04 0.01 572.16

3.18. 3. 6. - CABLE TRAY NUMBERING MARKER LOT 36 36 0.00 0.00 59.42 2,139.12 88.92 187.92 918.65 3,334.61 10.02 360.72

3.18. 3. 7. - CABLE MARKER, RAYCHEM TMS-CM-1/2"-4H TYPE EA 86,568 86,568 0.00 0.00 0.30 25,970.40 865.68 2,597.04 11,191.74 40,624.86 0.05 4,328.40

3.18. 3. 8. - CABLE MARKING MACHINE ACCESSORIES (INK CARRDIGE) LOT 12 12 0.00 0.00 297.07 3,564.84 148.20 313.32 1,531.00 5,557.36 50.09 601.08

3.18. 3. 9. - RAYCHEM TMS-CM-1/2"-4H, 30,000EA MARKING

WIRE NUMBERING TUBE

3.18. 3. 9. 1WIRE SIZE : #14 m 3,132 3,132 0.00 0.00 0.89 2,787.48 125.28 250.56 1,202.83 4,366.15 0.15 469.80

3.18. 3. 9. 2WIRE SIZE : #12 m 3,132 3,132 0.00 0.00 0.89 2,787.48 125.28 250.56 1,202.83 4,366.15 0.15 469.80

3.18. 3. 9. 3WIRE SIZE : #10 m 1,020 1,020 0.00 0.00 1.13 1,152.60 51.00 102.00 496.45 1,802.05 0.19 193.80

3.18. 3. 9. 4WIRE SIZE : #8 m 1,020 1,020 0.00 0.00 1.13 1,152.60 51.00 102.00 496.45 1,802.05 0.19 193.80

3.18. 3.10. - WIRE MARKING MACHINE ACCESSORIES LOT 12 12 0.00 0.00 297.07 3,564.84 148.20 313.32 1,531.00 5,557.36 50.09 601.08

H401FC OR EQUIVALENT.

3.18. 3.11. - MOLDED GROMMETING STRIPS, LENGTH=9.8" EA 11,580 11,580 0.00 0.00 0.89 10,306.20 463.20 926.40 4,447.25 16,143.05 0.15 1,737.00

PANEL THICKNESS = 0.1" THICK.

3.18. 3.12. - P.A & PABX TERMINAL BOX NAME PLATE LOT 12 12 0.00 0.00 237.97 2,855.64 120.12 372.00 1,272.96 4,620.72 40.10 481.20

3.18. 3.13. - RACKER SPRAY (BLACK COLOR) CAN 672 672 0.00 0.00 5.95 3,998.40 168.00 517.44 1,781.00 6,464.84 1.00 672.00

3.18. 3.14. - CABLE MARKING MACHINE SET 12 12 0.00 0.00 475.32 5,703.84 237.24 501.36 2,449.69 8,892.13 80.14 961.68

3.18. 3.15. - RAYCHEM TMS-CM-1/2"-4H, TYPE MARING

FABRIC RIBBON CASSETTE 15EA INCLUDE

3.19. . . 19 LOCAL CONTROL SWITCHBOX 0.00 2,862.54 119.66 257.92 1,232.03 4,472.15 465.62

3.19. 1. . - WEATHER PROOF TYPE with STANCHION EA 62 62 0.00 0.00 46.17 2,862.54 119.66 257.92 1,232.03 4,472.15 7.51 465.62

(INCLUDING ON-OFF SWITCH, OUTDOOR TYPE (IP56)

3.20. . . 20 OTHERS 0.00 53,508.02 2,186.98 8,968.39 24,587.81 89,251.20 9,181.58

3.20. 1. . 1) ㄷ - ANGLE 0.00 53,508.02 2,186.98 8,968.39 24,587.81 89,251.20 9,181.58

3.20. 1. 1. - 8.5T X 65 X 125 X 65 (EMBEDED CHANNEL for PANEL INSTALLATION) m 4,003 4,003 0.00 0.00 0.62 2,481.60 80.05 200.13 1,050.15 3,811.93 0.11 440.28

3.20. 2. .2) TROLLEY BAR

3.20. 2. 1.90A x 4P x 3M M 480 0.00 0.00 2.51 1,204.80 48.00 220.80 560.33 2,033.93 0.45 216.00

3.20. 2. 2.60A x 4P x 3M M 2,616 0.00 0.00 2.51 6,566.16 261.60 1,203.36 3,053.78 11,084.90 0.45 1,177.20

3.20. 3. .3) RGS CONDUIT

3.20. 3. 1.22mm M 1,163 0.00 0.00 3.29 3,826.27 151.19 744.32 1,795.42 6,517.20 0.57 662.91

3.20. 3. 2.28mm M 60 0.00 0.00 3.29 197.40 7.80 38.40 92.63 336.23 0.57 34.20

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3.20. 4. .4) MAGIC HANGER (DS-300) EA 32 0.00 0.00 8.80 281.60 11.52 55.04 132.39 480.55 1.52 48.64

3.20. 4. 1.CABLE HANGER (DS-75) EA 80 0.00 0.00 1.76 140.80 5.60 27.20 66.01 239.61 0.30 24.00

3.20. 4. 2.T/L BEAM BRACKET (100 x 50 x 650L) EA 47 0.00 0.00 6.62 311.14 12.69 61.10 146.37 531.30 1.14 53.58

3.20. 4. 3.TROLLEY CABLE (2RNCT 4C/10sq) M 240 0.00 0.00 1.46 350.40 14.40 69.60 165.18 599.58 0.25 60.00

3.20. 4. 4.TROLLY BAR ANGLE (40 x 40x 3t) M 254 0.00 0.00 1.39 353.06 15.24 66.04 165.15 599.49 0.25 63.50

3.20. 5. .5) 600V POWER CABLE (FR CV)

3.20. 5. 1.4C/4.0sq M 604 0.00 0.00 1.72 1,038.88 42.28 193.28 484.60 1,759.04 0.31 187.24

3.20. 5. 2.4C/6.0sq M 671 0.00 0.00 1.67 1,120.57 46.97 208.01 523.04 1,898.59 0.30 201.30

3.20. 5. 3.4C/10sq M 638 0.00 0.00 1.39 886.82 38.28 165.88 414.84 1,505.82 0.25 159.50

3.20. 5. 4.4C/16sq M 682 0.00 0.00 1.06 722.92 27.28 129.58 334.53 1,214.31 0.19 129.58

3.20. 6. .6) LOCAL CONT PANEL

3.20. 6. 1.Embeded, 220 x 320 x 150 EA 5 0.00 0.00 268.91 1,344.55 56.30 223.65 617.70 2,242.20 45.23 226.15

3.20. 6. 2.Exposed, 270 x 350 x 180 EA 17 0.00 0.00 209.15 3,555.55 148.75 591.43 1,633.42 5,929.15 35.18 598.06

3.20. 7. .7) TERMINAL LUG

3.20. 7. 1.16sq EA 120 0.00 0.00 0.18 21.60 1.20 2.40 9.58 34.78 0.03 3.60

3.20. 7. 2.10sq EA 150 0.00 0.00 0.18 27.00 1.50 3.00 11.98 43.48 0.03 4.50

3.20. 7. 3.6.0sq EA 135 0.00 0.00 0.24 32.40 1.35 2.70 13.86 50.31 0.04 5.40

3.20. 7. 4.4.0sq EA 54 0.00 0.00 0.24 12.96 0.54 1.08 5.54 20.12 0.04 2.16

3.20. 8. .8) THERMO START EA 14 0.00 0.00 2.97 41.58 1.68 3.64 17.83 64.73 0.50 7.00

3.20. 9. .9) ANGLE

3.20. 9. 1.100 x 50x 7.5t Kg 26 0.00 0.00 0.56 14.56 0.52 1.30 6.23 22.61 0.10 2.60

3.20. 9. 2.150 x 150 x 10t Kg 15 0.00 0.00 0.56 8.40 0.30 0.75 3.59 13.04 0.10 1.50

3.20.10. .10) ANCHOR BOLT (M12 x 150L) EA 58 0.00 0.00 0.45 26.10 1.16 2.32 11.25 40.83 0.08 4.64

3.20.11. .11) SIGLE CHANNEL (41 x 41 x 2.6t) M 24 0.00 0.00 1.40 33.60 1.20 2.88 14.33 52.01 0.25 6.00

3.20.12. .12) STEEL PLATE Kg 28 0.00 0.00 0.56 15.68 0.56 1.40 6.71 24.35 0.10 2.80

3.20.13. .13) PULL BOX

3.20.13. 1.150x150x100x2.0t EA 112 0.00 0.00 6.73 753.76 31.36 99.68 336.44 1,221.24 1.13 126.56

3.20.13. 2.200x200x150x2.0t EA 15 0.00 0.00 13.40 201.00 8.40 26.40 89.66 325.46 2.26 33.90

3.20.13. 3.250x250x150x2.0t EA 14 0.00 0.00 26.80 375.20 15.54 49.28 167.31 607.33 4.52 63.28

3.20.13. 4.300x300x200x2.0t EA 4 0.00 0.00 44.66 178.64 7.40 23.48 79.67 289.19 7.53 30.12

3.20.13. 5.600x600x300x2.0t EA 1 0.00 0.00 133.98 133.98 5.56 17.62 59.76 216.92 22.58 22.58

3.20.14. .14) LOCAL DIST. PANEL (30CCT) Pnl 41 0.00 0.00 358.54 14,700.14 615.41 2,445.24 6,753.42 24,514.21 60.30 2,472.30

3.20.14. 1.INSTRUNENT PANEL (30CCT) Pnl 35 0.00 0.00 358.54 12,548.90 525.35 2,087.40 5,765.11 20,926.76 60.30 2,110.50

TOTAL 0.00 1,717,342.74 67,396.22 430,807.69 842,446.20 3,057,992.85 292,023.06

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POSCO ENGINEERING & CONSTRUCTION CO., LTD. Rev: 2: May 25, 2009 UNIT : US$


Lengh Width Height M'Ment W/T(ton) (m3) UNIT TOTAL UNIT TOTAL ( A + B + C + D + E ) UNIT TOTAL

J-001 DCS (Distrubuted Control System) LOT 1 48.4 167.1 0.00 37,507.66 1,378.51 6,030.24 17,079.12 61,995.53 5,353.68

J-002 FIELD INSTRUMENTS (BOP Only) LOT 1 1.0 22.3 0.00 28,214.89 1,046.19 28,759.19 22,061.83 80,082.10 4,052.46

J-003 CONTROL VALVES (BOP Only) LOT 1 33.4 167.2 0.00 5,291.78 194.79 5,833.13 4,304.25 15,623.95 758.79

J-004 MOV (BOP Only) LOT 1 80.2 161.7 0.00 9,076.49 334.20 10,005.08 7,382.74 26,798.51 1,301.64

J-005 SAMPLING SYSTEM LOT 1 10.8 70.5 0.00 10,964.37 430.80 2,456.79 5,267.10 19,119.06 1,598.97

J-006 VIBRATION MONITORING SYSTEM LOT 1 2.1 11.6 0.00 8,836.20 324.58 1,417.34 4,022.25 14,600.37 1,264.71

J-007 BULK MATERIALS (BOP Only) LOT 1 60.0 90.0 0.00 49,509.82 1,981.13 6,120.48 21,906.35 79,517.78 8,184.94

J-008 LOCAL CONTROL STATION EA 62 2.5 124.0 0.00 3,259.34 120.28 3,592.28 2,651.02 9,622.92 467.48

[PACKAGE]

P-001 HRSG LOT 1 0.00 234,594.67 8,963.02 64,433.93 117,111.67 425,103.29 39,110.33

P-002 STEAM TURBINE LOT 1 0.00 44,685.10 1,726.42 9,648.10 21,316.27 77,375.89 7,408.68

P-003 AIR COOLED COMDENSER LOT 1 0.00 12,275.70 466.08 3,550.89 6,195.16 22,487.83 1,948.69

P-004 WATER TREATMENT SYSTEM LOT 1 0.00 25,691.71 990.07 7,455.18 12,980.33 47,117.29 4,190.47

TOTAL 0.00 469,907.73 17,956.07 149,302.63 242,278.09 879,444.52 75,640.84

CONSTRUCTION


MATERIAL COST (A) LABOR COST (B) M/D

REMARKSINDIRECT COST

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( E )

Bill of Material - InstrumentationPeru Kallpa CCPP

NO. DESCRIPTION Unit Q'TY


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COST ($) ( C )

Página 151




4. . . . J-001 DCS (Distrubuted Control System) 48.35 167.13 0.00 37,507.66 1,378.51 6,030.24 17,079.12 61,995.53 5,353.68

4. 1. 1. . MONITORING SYSTEM

4. 1. 1. 1. 1) Operator Work Station

4. 1. 1. 1. 1 - Desktop Windows Work Station CPU 24" TFT LCD Set 2 7 0.00 0.00 10.53 73.71 2.73 11.83 33.56 121.83 1.51 10.57

4. 1. 1. 2. 2) Chief Operator Work Station


4. 1. 1. 3. 3) Engineering Work Staion


4. 1. 1. 4. 4) Data acquisition system(DAS)with HSR


4. 1. 1. 4. 2 - Historian Software Package (Max.10000Point) Set 1 1 0.00 0.00 10.53 10.53 0.39 1.69 4.79 17.40 1.51 1.51

4. 1. 1. 5. 5) Performance Calculation Station


4. 1. 1. 6. 6) Thermal Stress Monitoring Station

4. 1. 1. 6. 1 - Desktop Windows Work Station CPU 24" TFT LCD Set 1 0.00 0.00 10.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 1. 1. 7. 7) Asset Management Station

4. 1. 1. 7. 1 - Desktop Windows Work Station CPU 24" TFT LCD Set 1 0.00 0.00 10.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 1. 1. 8. 8) OPC client and Server


4. 1. 1. 9. 9) Printer

4. 1. 1. 9. 1 - Alarm Event Printer Set 1 1 0.00 0.00 7.03 7.03 0.26 1.13 3.20 11.62 1.01 1.01

4. 1. 1. 9. 2 - SOE Printer Set 1 0.00 0.00 10.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 1. 1. 9. 3 - Report Logging Printer Set 1 0.00 0.00 5.27 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 1. 1. 9. N3 - Laser Printer Set 2 0.00 0.00 7.03 14.06 0.52 2.26 6.40 23.24 1.01 2.02

4. 1. 1. 9. 4 - Color Hard Copier Set 1 1 0.00 0.00 10.53 10.53 0.39 1.69 4.79 17.40 1.51 1.51

4. 1. 1.10. 10) Software Package Lot 1 1 0.00 0.00 210.72 210.72 7.75 33.80 95.92 348.19 30.15 30.15

4. 1. 2. . PROCESS CONTROL STATIONS

4. 1. 2. 1. 1) Controller Cabinet

4. 1. 2. 1. 1 - Redundant Controller Processor Set 7 9 0.00 0.00 26.34 237.06 8.73 38.07 107.94 391.80 3.77 33.93

4. 1. 2. 1. 2 - Redundant 24V Controller Power Supply with dual Output Set 7 13 0.00 0.00 26.34 342.42 12.61 54.99 155.91 565.93 3.77 49.01

4. 1. 2. 2. 2) Extension I/O Cabinet Set 20 13 0.00 0.00 21.08 274.04 10.01 43.94 124.72 452.71 3.02 39.26

4. 1. 2. 3. 3) Marshalling Panels Set 27 22 0.00 0.00 42.14 927.08 34.10 148.72 422.03 1,531.93 6.03 132.66

4. 1. 2. 4. 4) Interposing Relay and SOV Cabinet Set 7 9 0.00 0.00 10.53 94.77 3.51 15.21 43.15 156.64 1.51 13.59

4. 1. 2. 5. 5) OPC Cabinet Set 1 1 0.00 0.00 35.12 35.12 1.29 5.63 15.99 58.03 5.03 5.03

4. 1. 2. 6. 6) Power Distribution Panel Set 2 2 0.00 0.00 210.72 421.44 15.50 67.60 191.85 696.39 30.15 60.30

4. 1. 2. 7. 7) I/O Cards Lot 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 1. 2. 7. 1 - Analogue Input Card Set 162 0.00 0.00 4.22 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Código CosapiERECTION

MATERIAL

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Dimension (m)Q'TY MATERIAL COST (A) LABOR COST (B) MANHOURS

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MATERIAL

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4. 1. 2. 7. 2 - Analogue Output Card Set 70 0.00 0.00 4.22 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 1. 2. 7. 3 - Digital Input Card Set 195 0.00 0.00 5.27 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 1. 2. 7. 4 - Digital Output Card Set 94 0.00 0.00 5.27 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 1. 2. 7. 5 - SOE Input Card Set 20 0.00 0.00 5.27 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 1. 2. 7. 6 - RTD Input Card Set 123 0.00 0.00 5.27 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 1. 2. 7. 7 - Thermocouple Input Card Set 16 0.00 0.00 5.27 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 1. 2. 7. 8 - Pulse Input Card Set 10 0.00 0.00 5.27 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 1. 2. 7. 9 - Serial Link Card Set 8 0.00 0.00 5.27 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 1. 2. 8. 8) Network Interface Equipment

4. 1. 2. 8. 1 - Ethernet Switch (24Port) Set 4 0.00 0.00 42.14 0.00 0.00 0.00 0.00 0.00 0.00 0.00

- IP Switch (24Ports) for Printer and OPC Set

4. 1. 2. 8. 2 - Ethernet Cable Lot 1 0.00 0.00 702.38 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 1. 2. 8. 3 - Serial Cable Lot 1 0.00 0.00 702.38 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 1. 2. 8. N1 - Ethernet Cable (Copper) for Each MMI M 28 x 50m 50 0.00 0.00 1.75 87.50 3.00 14.00 39.74 144.24 0.25 12.50

4. 1. 2. 8. N2 - Ethernet Cable (Copper) for Each Controller M 24 x 50m 50 0.00 0.00 1.75 87.50 3.00 14.00 39.74 144.24 0.25 12.50

4. 1. 2. 8. N3 - Ethernet Cable (Copper) for Ethernet Switch M 1 x 50m 50 0.00 0.00 1.75 87.50 3.00 14.00 39.74 144.24 0.25 12.50

4. 1. 2. 8. N4 - Ethernet Cable (Copper) for Connecting to IP Switch M 1 x 50m 50 0.00 0.00 1.75 87.50 3.00 14.00 39.74 144.24 0.25 12.50

4. 1. 2. 8. N5 - Ethernet Cable (Copper) for Connecting Printers to IP Switch M 3 x 50m 50 0.00 0.00 1.75 87.50 3.00 14.00 39.74 144.24 0.25 12.50

4. 1. 2. 8. 4 - Communication Cable (Multi F/O 4C) M 7428 7328 0.00 0.00 0.42 3,077.76 146.56 512.96 1,421.07 5,158.35 0.06 439.68

4. 1. 2. 8. 5 - Media Converter Set 36 32 0.00 0.00 7.03 224.96 8.32 36.16 102.45 371.89 1.01 32.32

4. 1. 2. 8. 6 - FDF Set 9 16 0.00 0.00 14.05 224.80 8.32 36.00 102.33 371.45 2.01 32.16

4. 1. 2. 8. 7 - Redundant Bus System Set 2 0.00 0.00 26.34 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 1. 2. 8. 8 - Network Cabinet Set 1 1 0.00 0.00 42.14 42.14 1.55 6.76 19.18 69.63 6.03 6.03

4. 1. 2. 9. 9) System Cable and Prefabricated Lot 1 1 0.00 0.00 280.95 280.95 10.33 45.07 127.89 464.24 40.20 40.20

4. 1. 2.10. Line Check / Loop Check

4. 1. 2.10. 10 1) Line Check / Loop Check Lot 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 1. 2.10. 11 - AI Point 1,250 0.00 0.00 4.22 5,276.69 187.56 850.27 2,401.05 8,715.57 0.60 750.24

4. 1. 2.10. 12 - AO Point 274 0.00 0.00 4.22 1,154.59 41.04 186.05 525.37 1,907.05 0.60 164.16

4. 1. 2.10. 13 - DI Point 2,912 0.00 0.00 4.22 12,290.33 436.86 1,980.43 5,592.47 20,300.09 0.60 1,747.44

4. 1. 2.10. 14 - DO Point 1,417 0.00 0.00 4.22 5,980.58 212.58 963.70 2,721.35 9,878.21 0.60 850.32

4. 1. 2.10. 15 - RTD Point 455 0.00 0.00 4.22 1,919.26 68.22 309.26 873.32 3,170.06 0.60 272.88

4. 1. 2.10. 16 - T/C Point 133 0.00 0.00 4.22 562.10 19.98 90.58 255.77 928.43 0.60 79.92

4. 1. 2.10. 17 - PI Point 19 0.00 0.00 4.22 81.02 2.88 13.06 36.87 133.83 0.60 11.52

4. 1. 2.10. 20 2) Commissioning Support Lot 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 1. 2.10. 21 3) Shop and Field Calibration Lot 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 1. 2.10. 22 4) Panel Installation work in the Control Room, Electronic Room and others Lot 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 1. 2.10. 23 5) Panel Support (Steel Angle ) L50x6T Lot 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

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4. 1. 3. . OTHERS EQUIPMENT Lot 1 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 1. 3. 1. - Master Clock System Lot 1 1 0.00 0.00 175.60 175.60 6.45 28.17 79.93 290.15 25.13 25.13

4. 1. 3. 2. - Operator Desk & Chair Set 16 14 0.00 0.00 14.05 196.70 7.28 31.50 89.54 325.02 2.01 28.14

4. 1. 3. 3. - Printer Desk Set 6 6 0.00 0.00 21.08 126.48 4.62 20.28 57.56 208.94 3.02 18.12

4. 1. 3. 4. - Annunciator Lot 1 0.00 0.00 210.72 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 1. 3. 5. - Emergency Push Buttons (cover w/Box type) Set 1 7 0.00 0.00 210.72 1,475.04 54.25 236.60 671.47 2,437.36 30.15 211.05

4. 1. 3. 6. - GPS Cable M 8 x 50m 50 0.00 0.00 1.40 70.00 2.50 11.50 31.94 115.94 0.20 10.00

4. 1. 4. . OTHERS Lot 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 1. 4. 1. - Field Service for Supervision Lot 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 1. 4. 2. - Engineering Service & Documentation Lot 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 1. 4. 3. - Packing Lot 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 1. 4. 4. - System Tuning Lot 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 1. 4. 5. - F.A.T & S.A.T Lot 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 1. 4. 6. - Spare Parts for 2 Years Operation Lot 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 1. 4. 7. - Consummable Spare Parts for Commisioning Lot 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 1. 4. 8. - Training Lot 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 1. 4. 9. - 광접속 TEST (From DCS to PLC 5 Times) Lot 1 0.00 0.00 702.38 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 1. 4. 9. N1 - Fiber Optic Cable Welding and test (From DCS and PLC), 5 times Lot 1 0.00 0.00 842.86 842.86 30.98 135.21 383.68 1,392.73 120.60 120.60

4. 1. 4.10. - DCS System Channel Base Lot 1 1 0.00 0.00 336.08 336.08 12.71 28.29 143.38 520.46 60.15 60.15

TOTAL 0.00 1,378.51 6,030.24 17,079.12 61,995.53 393.55 5,353.68

Página 154

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REMARKS


Página 155

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Página 156

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Original Final Lengh Width Height M'Ment W/T(ton) (m3) UNIT TOTAL UNIT TOTAL( A + B + C + D +

E )UNIT TOTAL

4. 2. 1. . J-002 FIELD INSTRUMENTS (BOP Only) 0.97 22.34 0.00 28,214.89 1,046.19 28,759.19 22,061.83 80,082.10 4,052.46

4. 2. 1. 1. FLOW INSTRUMENTS

4. 2. 1. 1. 1 1) ORIFICE w/Block Valves 2sets, gasket(304SS) , Bolt & Nuts Lot 1 1 0.00 0.00 140.18 140.18 5.16 154.52 114.02 413.88 20.10 20.10

4. 2. 1. 1. 2 (A106 Gr.B) 100A 300# RF WN Set 3 3 0.00 0.00 175.22 525.66 19.35 579.45 427.57 1,552.03 25.13 75.39

4. 2. 1. 1. 3 350A 300# RF WN Set 1 1 0.00 0.00 140.18 140.18 5.16 154.52 114.02 413.88 20.10 20.10

(A312 Gr. TP304) 150A 150# RF WN Set 1 1

4. 2. 1. 2. 2) ORIFICE w/Block Valves 4sets, gasket(304SS) , Bolt & Nuts Lot 1 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 2. 1. 2. 1 (A106 Gr.C) 80A 1500# RF WN Set 3 3 0.00 0.00 140.18 420.54 15.48 463.56 342.06 1,241.64 20.10 60.30

4. 2. 1. 2. 2 (A312 Gr. TP304) 80A 150# RF WN Set 1 1 0.00 0.00 140.18 140.18 5.16 154.52 114.02 413.88 20.10 20.10

4. 2. 1. 3. 3) Flow Nozzle w/Meter run pipe, Block Valves 4sets)

4. 2. 1. 3. 1 (A335 Gr.P91) 550A SCH 160 BE Set 3 3 0.00 0.00 210.27 630.81 23.25 695.31 513.09 1,862.46 30.15 90.45

4. 2. 1. 4. 1 4) Sight Glass (A216WCB) 25A 150#RF Set 3 3 0.00 0.00 103.39 310.17 12.18 68.28 148.53 539.16 15.08 45.24

4. 2. 1. 4. 2 50A 150#RF Set 2 2 0.00 0.00 103.39 206.78 8.12 45.52 99.02 359.44 15.08 30.16

4. 2. 1. 4. 3 80A 150#RF Set 6 6 0.00 0.00 137.85 827.10 32.52 182.10 396.11 1,437.83 20.10 120.60

4. 2. 1. 4. 4 100A 150#RF Set 5 5 0.00 0.00 137.85 689.25 27.10 151.75 330.09 1,198.19 20.10 100.50

4. 2. 1. 4. 5 150A 150#RF Set 1 1 0.00 0.00 140.18 140.18 5.16 154.52 114.02 413.88 20.10 20.10

4. 2. 1. 5. 1 5) Flow Indicator Transmitter (D.P Type) w/2" Pipe Mounting Bracket Set 9 12 0.00 0.00 175.22 2,102.64 77.40 2,317.80 1,710.27 6,208.11 25.13 301.56

4. 2. 1. 5. 2 - 5-Way Manifold Valve Set 9 12 0.00 0.00 35.04 420.48 15.48 463.56 342.04 1,241.56 5.02 60.24

4. 2. 1. 5. 3 - Condensate Pot (80A) Set 8 14 0.00 0.00 21.03 294.42 10.78 324.52 239.45 869.17 3.02 42.28

4. 2. 1. 6. 1 6) Restriction Orifice Set 6 6 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 2. 1. 6. 2 (A335 Gr. P91) 25A SCH 80 Set 3 3 0.00 0.00 103.39 310.17 12.18 68.28 148.53 539.16 15.08 45.24

4. 2. 1. 6. 3 (A335 Gr. P91) 25A SCH 160 Set 3 3 0.00 0.00 103.39 310.17 12.18 68.28 148.53 539.16 15.08 45.24

4. 2. 1. 7. 7) Others Lot 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 2. 1. 7. 1 - F.A.T Lot 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 2. 1. 7. 2 - Spare Parts for 2 Years Operation Lot 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 2. 1. 7. 3 - Consummable Spare Parts for Commisioning Lot 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 2. 1. 7. 4 - Field Service for Supervision Lot 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 2. 2. . LEVEL INSTRUMENTS

4. 2. 2. 1. 1) Level Gauge(Transparent type) 3/4" 150# RF Set 2 2 0.00 0.00 112.14 224.28 8.26 247.22 182.43 662.19 16.08 32.16

4. 2. 2. 2. 2) Level Gauge(Tank Gauge) 1-1/2" 150# RF Set 3 3 0.00 0.00 112.14 336.42 12.39 370.83 273.64 993.28 16.08 48.24

4. 2. 2. 2. 1 (C.S / 316SS) Guid,Wires,Tape and Cable

4. 2. 2. 3. 1 3) Level Indicator Transmitter (D.P Type) w/2" Pipe Mounting Bracket Set 2 2 0.00 0.00 175.22 350.44 12.90 386.30 285.05 1,034.69 25.13 50.26

4. 2. 2. 3. 2 - 5-Way Manifold Valve Set 2 2 0.00 0.00 35.04 70.08 2.58 77.26 57.01 206.93 5.03 10.06

4. 2. 2. 3. 3 - Condensate Pot (80A) Set 2 2 0.00 0.00 21.03 42.06 1.54 46.36 34.21 124.17 3.02 6.04

4. 2. 2. 4. 4) Level Indicator Transmitter (Diaphragm Seal Type) 100A 150#RF Set 3 3 0.00 0.00 175.22 525.66 19.35 579.45 427.57 1,552.03 25.13 75.39

4. 2. 2. 5. 5) Level Switch (Displacer Type)

4. 2. 2. 5. 1 - Side to Side Chamber 3" 25A 150# RF Set 6 6 0.00 0.00 70.09 420.54 15.48 463.50 342.04 1,241.56 10.05 60.30


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Dimension (m)Q'TY MATERIAL COST (A) LABOR COST (B) INDIRECT COST

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MANHOURS

Página 158




E )UNIT TOTAL


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CONSTRUCTION

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MANHOURS

4. 2. 2. 5. 2 - Top Mounting Type w/Protection PVC Pipe 10M 3" 300#RF Set 6 6 0.00 0.00 42.05 252.30 9.30 278.10 205.22 744.92 6.03 36.18

4. 2. 2. 6. 6) Others Lot 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 2. 2. 6. 1 - F.A.T Lot 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00




4. 2. 3. . PRESSURE INSTRUMENTS

4. 2. 3. 1. 1 1) Pressure Indicator Transmitter w/2" Pipe Mounting Bracket Set 30 30 0.00 0.00 126.16 3,784.80 139.50 4,172.10 3,078.60 11,175.00 18.09 542.70

4. 2. 3. 1. 2 - Condensate Pot Set 23 23 0.00 0.00 35.04 805.92 29.67 888.49 655.57 2,379.65 5.03 115.69


4. 2. 3. 2. 1 2) Diff. Pressure Indicator Transmitter w/2" Pipe Mounting Bracket Set 7 7 0.00 0.00 175.22 1,226.54 45.15 1,352.05 997.66 3,621.40 25.13 175.91


4. 2. 3. 3. 3) Pressure Gauge With Siphon Tube and Gauge Union 1/2" Set 5 6 0.00 0.00 70.09 420.54 15.48 463.50 342.04 1,241.56 10.05 60.30

4. 2. 3. 4. 4) Pressure Gauge With Snubber and Gauge Union 1/2" Set 14 14 0.00 0.00 70.09 981.26 36.12 1,081.50 798.08 2,896.96 10.05 140.70

4. 2. 3. 5. 5) Pressure Gauge With Gauge Union 1/2" Set 52 52 0.00 0.00 70.09 3,644.68 134.16 4,017.00 2,964.31 10,760.15 10.05 522.60

4. 2. 3. 6. 6) Others Lot 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 2. 3. 6. 1 - F.A.T Lot 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00




4. 2. 4. . TEMPERATURE INSTRUMENTS

4. 2. 4. 1. 1) Temprature Element

4. 2. 4. 1. 1 - RTD w/Well (316SS) 1-1/2"SW Set 9 9 0.00 0.00 56.07 504.63 18.63 556.20 410.46 1,489.92 8.04 72.36

4. 2. 4. 1. 2 - RTD w/Well (316SS) 1-1/2"RF Set 3 3 0.00 0.00 56.07 168.21 6.21 185.40 136.82 496.64 8.04 24.12

4. 2. 4. 1. 3 - T/C w/Well, K Type (316SS) 1-1/2"SW Set 36 36 0.00 0.00 56.07 2,018.52 74.52 2,224.80 1,641.83 5,959.67 8.04 289.44

4. 2. 4. 2. 2) Temp Gauge (Bimetal Every Angle Type)

4. 2. 4. 2. 1 (316SS) 1-1/2"RF Set 39 39 0.00 0.00 56.07 2,186.73 80.73 2,410.20 1,778.65 6,456.31 8.04 313.56

4. 2. 4. 2. 2 1-1/2"SW Set 12 14 0.00 0.00 56.07 784.98 28.98 865.20 638.49 2,317.65 8.04 112.56

4. 2. 4. 3. 3) Temp. Well 304SS 1-1/2"SW Set 7 7 0.00 0.00 56.07 392.49 14.49 432.60 319.24 1,158.82 8.04 56.28

4. 2. 4. 4. 4) Others Lot 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 2. 4. 4. 1 - F.A.T Lot 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00




4. 2. 5. . LIMIT SWITCH

Página 159




E )UNIT TOTAL


MATERIAL

COST ($) ( C )

CONSTRUCTION

EQUIP. COST ($) (

D )


($)

( E )



MANHOURS

4. 2. 5. 1. 1) LIMIT SWITCH (Close/Open) Set 6 0.00 0.00 70.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 2. 6. . SMART COMMUNICATOR Set 1 1 0.00 0.00 700.88 700.88 25.82 772.58 570.09 2,069.37 100.50 100.50

TOTAL 0.00 28,214.89 1,046.19 28,759.19 22,061.83 80,082.10 4,052.46

Página 160

UNIT : US$

REMARKS


Página 161

UNIT : US$

REMARKS


Página 162

UNIT : US$

REMARKS


Página 163




E )UNIT TOTAL

4. 3. . . J-003 CONTROL VALVES (BOP Only) Lot 1.00 33.43 167.15 0.00 5,291.78 194.79 5,833.13 4,304.25 15,623.95 758.79

4. 3. 1. . 1) Globe Valve w/Position Transmitter, Limit Switch

4. 3. 1. 1. (A105) 40A 600# SW Set 8 8 0.00 0.00 140.18 1,121.44 41.28 1,236.16 912.16 3,311.04 20.10 160.80

4. 3. 1. 2. (A182F304) 25A 150# RF Set 1 1 0.00 0.00 140.18 140.18 5.16 154.52 114.02 413.88 20.10 20.10

4. 3. 1. 3. (A216 WCB) 80A 1500#BW Set 6 6 0.00 0.00 140.18 841.08 30.96 927.12 684.12 2,483.28 20.10 120.60

4. 3. 1. 4. (A216 WCB) 100A 300#BW Set 6 6 0.00 0.00 140.18 841.08 30.96 927.12 684.12 2,483.28 20.10 120.60

4. 3. 1. 5. (A216 WCB) 150A 150# BW Set 3 3 0.00 0.00 140.18 420.54 15.48 463.56 342.06 1,241.64 20.10 60.30

4. 3. 1. 6. (A216 WCB) 150A 150# RF Set 1 1 0.00 0.00 140.18 140.18 5.16 154.52 114.02 413.88 20.10 20.10

4. 3. 1. 7. (A216 WCB) 400A 150# RF Set 4 4 0.00 0.00 140.18 560.72 20.64 618.08 456.08 1,655.52 20.10 80.40

4. 3. 2. . 2) Globe Valve w/Position Transmitter, Limit Switch, with Water Seal Valve

4. 3. 2. 1. (A182F304) 150A 150# BW Set 1 1 0.00 0.00 140.18 140.18 5.16 154.52 114.02 413.88 20.10 20.10

4. 3. 2. 2. (A216 WCB) 150A 300# BW Set 1 1 0.00 0.00 140.18 140.18 5.16 154.52 114.02 413.88 20.10 20.10

4. 3. 2. 3. (A182F304) 250A 300# BW Set 1 1 0.00 0.00 140.18 140.18 5.16 154.52 114.02 413.88 20.10 20.10

4. 3.N3. . 3) Butterfly Valve w/Position Transmitter, Limit Switch

4. 3.N3. 1. (A217WC9) 400A 300# BW Set 3 0.00 0.00 175.22 525.66 19.35 579.45 427.57 1,552.03 25.13 75.39

4. 3.N4. . 4) Pressure Reducing Valve

4. 3.N4. 1. (A105 / 316SS) 40A 600# SW Set 2 0.00 0.00 140.18 280.36 10.32 309.04 228.04 827.76 20.10 40.20

4. 3. 3. . 3) Others Lot 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 3. 3. 1. - F.A.T Lot 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 3. 3. 2. - Temporary Kits Lot 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00




0.00 5,291.78 194.79 5,833.13 4,304.25 15,623.95 758.79


MATERIAL

COST ($) ( C )

CONSTRUCTION

EQUIP. COST ($) (

D )


($)

( E )



MANHOURS

Página 164

UNIT : US$

REMARKS


Página 165




E )UNIT TOTAL

4. 4. . . J-004 MOV (BOP Only) 80.17 161.70 0.00 9,076.49 334.20 10,005.08 7,382.74 26,798.51 1,301.64

4. 4. 1. . 1) MOV w/Position Transmitter

4. 4. 1. 1. - Gate Type (A216 WCB ) 100A 600# BW Set 6 6 0.00 0.00 175.22 1,051.32 38.70 1,158.90 855.14 3,104.06 25.13 150.78

4. 4. 1. 2. - Gate Type (A216 WCB ) 200A 1500#BW Set 6 6 0.00 0.00 175.22 1,051.32 38.70 1,158.90 855.14 3,104.06 25.13 150.78

4. 4. 1. 3. - Gate Type (A216 WCB ) 300A 150#BW Set 2 2 0.00 0.00 175.22 350.44 12.90 386.30 285.05 1,034.69 25.13 50.26

4. 4. 1. 4. - Gate Type (A216 WCB ) 250A 300#BW Set 2 3 0.00 0.00 175.22 525.66 19.35 579.45 427.57 1,552.03 25.13 75.39

4. 4. 1. 5. - Gate Type (A217 C12A) 100A 600#BW Set 2 2 0.00 0.00 175.22 350.44 12.90 386.30 285.05 1,034.69 25.13 50.26

4. 4. 1.N5. - Gate Type (A217 C12A) 550A 600#BW Set 3 0.00 0.00 210.27 630.81 23.25 695.31 513.09 1,862.46 30.15 90.45

4. 4. 1. 6. - Globe Type (A105) 25A 600# SW Set 1 1 0.00 0.00 140.18 140.18 5.16 154.52 114.02 413.88 20.10 20.10

4. 4. 1. 7. - Globe Type (A105) 40A 1500# SW Set 6 6 0.00 0.00 140.18 841.08 30.96 927.12 684.12 2,483.28 20.10 120.60

4. 4. 1. 8. - Globe Type (A216 WCB) 100A 150# BW Set 5 5 0.00 0.00 175.22 876.10 32.25 965.75 712.61 2,586.71 25.13 125.65

4. 4. 1. 9. - Globe Type (A216 WCB) 200A 150# BW Set 1 1 0.00 0.00 175.22 175.22 6.45 193.15 142.52 517.34 25.13 25.13

4. 4. 1.10. - Globe Type (A217 C12A) 100A 2500#BW Set 2 2 0.00 0.00 175.22 350.44 12.90 386.30 285.05 1,034.69 25.13 50.26



4. 4. 1.12. N - Globe Type (A182F91) 25A 600#SW Set 3 0.00 0.00 140.18 420.54 15.48 463.56 342.06 1,241.64 20.10 60.30

4. 4. 1.13. - Butterfly Type (A216 WCB) 400A 150# LUG Set 6 6 0.00 0.00 175.22 1,051.32 38.70 1,158.90 855.14 3,104.06 25.13 150.78

4. 4. 2. . 2) Others Lot 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 4. 2. 1. - F.A.T Lot 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 4. 2. 2. - Temporary Kits Lot 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00





MATERIAL

COST ($) ( C )

MATERIAL COST (A)Q'TY LABOR COST (B)


NO. DESCRIPTION UnitCódigo CosapiCONSTRUCTION

EQUIP. COST ($) (

D )

INDIRECT COST

($)

( E )

MANHOURS

Página 166




E )UNIT TOTAL


MATERIAL

COST ($) ( C )




EQUIP. COST ($) (

D )

INDIRECT COST

($)

( E )

MANHOURS

TOTAL 0.00 9,076.49 334.20 10,005.08 7,382.74 26,798.51

Página 167

UNIT : US$


REMARKS

Página 168

UNIT : US$


REMARKS

Página 169




E )UNIT TOTAL

4. 5. . . J-005 SAMPLING SYSTEM 10.82 70.50 0.00 10,964.37 430.80 2,456.79 5,267.10 19,119.06 1,598.97

4. 5. 1. . 1) Analyzer Lot 1

4. 5. 1. 1. - Specific Conductivity Analyzer Set 24 0.00 0.00 137.85 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 5. 1. 2. - Cation Conductivity Analyzer Set 18 0.00 0.00 137.85 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 5. 1. 3. - PH Analyzer Set 30 0.00 0.00 137.85 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 5. 1. 4. - Dissolved Oxygen Analyzer Set 3 0.00 0.00 137.85 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 5. 1. 5. - Silica Analyzer Set 6 0.00 0.00 137.85 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 5. 2. . 2) COMPLETE SAMPLE CONDITIONING RACK Lot 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 5. 2. 1. - Analyzer Container included Sampling Rack & Control Panel Set 3 0.00 0.00 551.41 0.00 0.00 0.00 0.00 0.00 0.00 0.00

(Carbon Steel, 1.5t, 10000(W) x 3000(D) x 27000(H))

4. 5. 2. 2. - Sample Inlet Isolation Valve Set 78 0.00 0.00 11.51 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 5. 2. 3. - Sample & Blowdown Valve Assembly Set 66 0.00 0.00 11.51 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 5. 2. 4. - Sample Filter Set 36 0.00 0.00 11.51 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 5. 2. 5. - Chiller Unit Set 1 0.00 0.00 551.41 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 5. 2. 6. - Coolers, Pipings, Tubings, Fitting, Valves Lot 1 0.00 0.00 689.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 5. 2. 7. - Associated Equipment for reduce line pressure Lot 1 0.00 0.00 17.23 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 5. 2. 8. - Flow Meters Lot 1 0.00 0.00 68.93 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 5. 2. 9. - Temerpature Gauge Lot 1 0.00 0.00 55.14 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 5. 2.10. - Pressure Gague Lot 1 0.00 0.00 68.93 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 5. 2.11. - Grab Samples Lot 1 0.00 0.00 137.85 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 5. 3. . 3) Analyzer for Surface Condenser Lot 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 5. 3. 1. - Cation Conductivity Sensor & Analyzer w/Pump Skid Set 3 0.00 0.00 137.85 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 5. 3. 2. - Direct Mounting Specific Conductivity Sensor & Analyzer Set 6 0.00 0.00 137.85 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 5. 3. 3. - Local Analyzer Box Set 5 0.00 0.00 103.39 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 5. 3. 4. - Installation Materials Lot 1 0.00 0.00 137.85 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 5. 4. . 4) All Construction Accessories and Works Lot 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 5. 5. . 5) Field Service for Supervision Lot 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 5. 6. . 6) F.A.T & S.A.T Lot 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 5. 7. . 7) Spare Parts for 2 Years Operation Lot 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 5. 8. . 8) Consummable Spare Parts for Commisioning Lot 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 5. 9. . 9) Training Lot 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 5.10. . SAMPLING POINTS (Including Sampling Rack) pt 45 0.00 0.00 137.85 6,203.25 243.90 1,365.75 2,970.80 10,783.70 20.10 904.50

4. 5.11. . SAMPLING PIPE (Including Sampling Rack) set 3 0.00 0.00 172.32 516.96 20.31 113.82 247.57 898.66 25.13 75.39

4. 5.12. .Analyzer Container included Sampling Rack & Control Panel

(Carbon Steel, 1.5t, 10000(W) x 3000(D) x 27000(H))set 3 0.00 0.00 863.31 2,589.93 101.58 613.02 1,256.52 4,561.05 125.96 377.88

4. 5.13. . CHILLER UNIT set 3 0.00 0.00 551.41 1,654.23 65.01 364.20 792.21 2,875.65 80.40 241.20


MATERIAL

COST ($) ( C )

CONSTRUCTION

EQUIP. COST ($) (

D )


($)

( E )



MANHOURS

Página 170




E )UNIT TOTAL


MATERIAL

COST ($) ( C )

CONSTRUCTION

EQUIP. COST ($) (

D )


($)

( E )



MANHOURS

TOTAL 0.00 10,964.37 430.80 2,456.79 5,267.10 19,119.06 1,598.97

Página 171

UNIT : US$

REMARKS


Página 172

UNIT : US$

REMARKS


Página 173




E )UNIT TOTAL

4. 6. . . J-006 VIBRATION MONITORING SYSTEM 2.06 11.62 0.00 8,836.20 324.58 1,417.34 4,022.25 14,600.37 1,264.71

4. 6. 1. . 1) Server Computer (24" LCD, Software) Lot 1 0.00 0.00 10.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 6. 2. . 2) Laser Printer Set 1 0.00 0.00 14.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 6. 3. . 3) Desk & Chair Set 1 0.00 0.00 8.43 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 6. 4. . 4) VMS Rack for Monitors Set 1 0.00 0.00 26.34 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 6. 5. . 5) Rack Interface Module & Power Supply Set 1 0.00 0.00 21.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 6. 6. . 6) Communication Processor Set 1 0.00 0.00 14.05 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 6. 7. . 7) Communication Cables Set 1 0.00 0.00 351.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 6. 8. . 8) Dual Input Monitors Lot 1 0.00 0.00 21.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 6. 9. . 9) Sensor for (Installation and Calibration)

4. 6. 9. 1. - HP/IP Feed water pump (2EA x 3 Units)

4. 6. 9. 1. 1 - Keyphaser (1) Lot 6 6 0.00 0.00 105.36 632.16 23.22 101.40 287.76 1,044.54 15.08 90.48

4. 6. 9. 1. 2 - Vibration (8) Lot 48 48 0.00 0.00 105.36 5,057.28 185.76 811.20 2,302.08 8,356.32 15.08 723.84

4. 6. 9. 2. - Condensate Pump (3EA x 1Unit)

4. 6. 9. 2. 1 - Keyphaser (1) Lot 2 3 0.00 0.00 105.36 316.08 11.61 50.70 143.88 522.27 15.08 45.24

4. 6. 9. 2. 2 - Vibration (8) Lot 16 24 0.00 0.00 105.36 2,528.64 92.88 405.60 1,151.04 4,178.16 15.08 361.92

4. 6.10. . 10) Field Service for Supervision Lot 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 6.11. . 11) All Construction Accessories and Works Lot 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 6.12. . 12) F.A.T & S.A.T Lot 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 6.13. . 13) Spare Parts for 2 Years Operation Lot 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 6.14. . 14) Consummable Spare Parts for Commisioning Lot 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 6.15. . 15)Training Lot 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 6.16. . VMS CABINETS set 2 0.00 0.00 35.12 70.24 2.58 11.26 31.97 116.05 5.03 10.06

4. 6.17. . SYSTEM SERVER W/ 24" LCD Monitor set 1 0.00 0.00 14.05 14.05 0.52 2.25 6.40 23.22 2.01 2.01

4. 6.18. . LASER PRINTER set 1 0.00 0.00 7.03 7.03 0.26 1.13 3.20 11.62 1.01 1.01

4. 6.19. . DATA INTERFACE FROM/TO DCS FOR MACHINE MANAGEMENT set 1 0.00 0.00 210.72 210.72 7.75 33.80 95.92 348.19 30.15 30.15


MATERIAL

COST ($) ( C )

CONSTRUCTION

EQUIP. COST ($) (

D )


($)

( E )



MANHOURS

Página 174




E )UNIT TOTAL


MATERIAL

COST ($) ( C )

CONSTRUCTION

EQUIP. COST ($) (

D )


($)

( E )



MANHOURS

TOTAL 0.00 8,836.20 324.58 1,417.34 4,022.25 14,600.37 1,264.71

Página 175

UNIT : US$

REMARKS


Página 176

UNIT : US$

REMARKS


Página 177




E )UNIT TOTAL

4. 7. . . J-007 BULK MATERIALS (BOP Only) 60.00 90.00 0.00 49,509.82 1,981.13 6,120.48 21,906.35 79,517.78 8,184.94

4. 7. 1. . AIR PIPING

4. 7. 1. 1. 1 1) Pipe (304SS) 1PC=6M 1/2" PC 209 170 0.00 0.00 18.89 3,211.30 137.70 535.50 1,477.05 5,361.55 2.82 479.40

4. 7. 1. 1. 2 3/4" PC 39 32 0.00 0.00 25.21 806.72 34.56 134.40 371.00 1,346.68 3.76 120.32

4. 7. 1. 1. 3 1" PC 47 38 0.00 0.00 25.21 957.98 41.04 159.60 440.56 1,599.18 3.76 142.88

4. 7. 1. 2. 1 2) Pipe Union (304SS) 1/2" EA 148 121 0.00 0.00 1.88 227.48 9.68 37.51 104.44 379.11 0.28 33.88

4. 7. 1. 2. 2 3/4" EA 29 24 0.00 0.00 1.88 45.12 1.92 7.44 20.72 75.20 0.28 6.72

4. 7. 1. 2. 3 1" EA 49 40 0.00 0.00 1.88 75.20 3.20 12.40 34.53 125.33 0.28 11.20

4. 7. 1. 3. 1 3) Pipe Reducer (304SS) 3/4" x 1/2" EA 92 75 0.00 0.00 1.88 141.00 6.00 23.25 64.74 234.99 0.28 21.00

4. 7. 1. 3. 2 1" x 1/2" EA 17 14 0.00 0.00 1.88 26.32 1.12 4.34 12.08 43.86 0.28 3.92

4. 7. 1. 3. 3 1" x 3/4" EA 31 26 0.00 0.00 1.88 48.88 2.08 8.06 22.44 81.46 0.28 7.28

4. 7. 1. 3. 4 1/2" x 1/4" EA 167 135 0.00 0.00 2.56 346.37 14.88 58.18 159.49 578.92 0.38 51.41

4. 7. 1. 4. 1 4) Pipe Tee (304SS) 1/2" EA 92 75 0.00 0.00 1.88 141.00 6.00 23.25 64.74 234.99 0.28 21.00

4. 7. 1. 4. 2 3/4" EA 61 50 0.00 0.00 1.88 94.00 4.00 15.50 43.16 156.66 0.28 14.00

4. 7. 1. 4. 3 1" EA 31 26 0.00 0.00 1.88 48.88 2.08 8.06 22.44 81.46 0.28 7.28

4. 7. 1. 5. 1 5) Pipe Elbow (304SS) 1/2" EA 169 137 0.00 0.00 1.88 257.56 10.96 42.47 118.25 429.24 0.28 38.36

4. 7. 1. 5. 2 3/4" EA 17 14 0.00 0.00 1.88 26.32 1.12 4.34 12.08 43.86 0.28 3.92

4. 7. 1. 5. 3 1" EA 31 26 0.00 0.00 1.88 48.88 2.08 8.06 22.44 81.46 0.28 7.28

4. 7. 1. 6. 6) Short Nipple 1/4" EA 167 135 0.00 0.00 1.68 227.30 9.47 37.88 104.43 379.08 0.25 33.83

4. 7. 1. 7. 7) Miniature Valve(Ball Valve) 1/4" EA 167 135 0.00 0.00 1.68 227.30 9.47 37.88 104.43 379.08 0.25 33.83

4. 7. 1. 8. 8) Tube (304SS) 6/4mm M 1,798 1,488 0.00 0.00 3.77 5,610.89 238.13 937.63 2,580.58 9,367.23 0.56 833.45

4. 7. 1. 9. 9) Male Connector 1/4" x 6/4mm EA 335 271 0.00 0.00 1.68 454.61 18.94 75.77 208.88 758.20 0.25 67.65

4. 7. 1.10. 10) General 2% of pipe Lot 1 1 0.00 0.00 336.19 336.19 14.39 56.03 154.61 561.22 50.12 50.12

4. 7. 2. . HOOK-UP (Compression type Swagelock or Parker-Hannifin)

4. 7. 2. 1. 1) 0.083" Thk Stainless Steel Tube A213 TP316 1/2"OD x 0.083THK M 1,151 886 0.00 0.00 3.77 3,338.34 141.68 557.87 1,535.38 5,573.27 0.56 495.88

4. 7. 2. 2. 2) Seamless Pipe A312 TP316 1/2" SCH160 M 124 95 0.00 0.00 3.77 358.15 15.20 59.85 164.72 597.92 0.56 53.20

4. 7. 2. 3. 3) Elbow A183 TP 316 1/2" 6000# EA 112 86 0.00 0.00 1.68 144.48 6.02 24.08 66.38 240.96 0.25 21.50

4. 7. 2. 4. 4) Male Connector 6000# 2Ferrule Type A182 F316 1/2" 6000# EA 493 380 0.00 0.00 1.68 637.56 26.57 106.26 292.94 1,063.33 0.25 94.88

4. 7. 2. 5. 5) Union Tee 6000# 316SS 1/2" 6000# EA 165 127 0.00 0.00 1.68 212.52 8.86 35.42 97.65 354.45 0.25 31.63

4. 7. 2. 6. 6) Tube Union 6000# 316SS 1/2" 6000# EA 165 127 0.00 0.00 1.88 237.82 10.12 39.22 109.19 396.35 0.28 35.42

4. 7. 2. 7. 7) Swage Nipple A312 F316 1/2" SCH160 EA 190 147 0.00 0.00 1.68 247.63 10.32 41.27 113.78 413.00 0.25 36.85

4. 7. 2. 8. 8) Pipe Tee A312 F316 1/2" SCH160 EA 103 80 0.00 0.00 1.88 150.96 6.42 24.89 69.31 251.58 0.28 22.48

4. 7. 2. 9. 9) Gate Valve A182 F316 900# EA 103 80 0.00 0.00 1.88 150.96 6.42 24.89 69.31 251.58 0.28 22.48

4. 7. 2.10. 10) Needle Valve w/plug A182 F316 900# EA 244 188 0.00 0.00 1.88 352.50 15.00 58.13 161.84 587.47 0.28 52.50

4. 7. 2.11. 11) Plug A182 F316 1/2" 6000# EA 267 207 0.00 0.00 1.55 320.54 14.48 53.77 147.83 536.62 0.23 47.56

4. 7. 2.12. 12) Pipe Nipple A213TP316 1/2" x 4"L EA 103 80 0.00 0.00 1.68 134.90 5.62 22.48 61.98 224.98 0.25 20.08

4. 7. 2.13. 13) Guide Pipe A312F316 1-1/2" M 64 50 0.00 0.00 3.77 186.62 7.92 31.19 85.83 311.56 0.56 27.72


MATERIAL

COST ($) ( C )

CONSTRUCTION

EQUIP. COST ($) (

D )


($)

( E )



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Página 178




E )UNIT TOTAL


MATERIAL

COST ($) ( C )

CONSTRUCTION

EQUIP. COST ($) (

D )


($)

( E )



MANHOURS

4. 7. 2.14. 14) Coupling A182 F316 1-1/2" EA 4 3 0.00 0.00 1.68 5.54 0.23 0.92 2.54 9.23 0.25 0.83

4. 7. 2.15. 15) Flange A182 F316 1-1/2" EA 26 20 0.00 0.00 1.88 37.22 1.58 6.14 17.09 62.03 0.28 5.54

4. 7. 2.16. 1 16) Stud Bolt & Nut M12 x 75L EA 955 744 0.00 0.00 0.67 498.21 22.31 81.80 229.03 831.35 0.10 74.36

4. 7. 2.16. 2 M16 x 95L EA 223 172 0.00 0.00 0.67 114.97 5.15 18.88 52.85 191.85 0.10 17.16

4. 7. 2.17. 1 17) Gasket Sprial Wound 3/4" EA 55 42 0.00 0.00 1.55 65.41 2.95 10.97 30.16 109.49 0.23 9.71

4. 7. 2.17. 2 1-1/2" EA 247 190 0.00 0.00 1.55 294.97 13.32 49.48 136.04 493.81 0.23 43.77

4. 7. 2.17. 3 3" EA 4 3 0.00 0.00 1.88 6.20 0.26 1.02 2.84 10.32 0.28 0.92

4. 7. 2.17. 4 4" EA 26 20 0.00 0.00 2.56 50.69 2.18 8.51 23.34 84.72 0.38 7.52

4. 7. 2.18. 18) Insulation Tape 1/2" NON-ABESTOS M 1,853 1,425 0.00 0.00 0.54 769.50 28.50 128.25 352.20 1,278.45 0.08 114.00

4. 7. 2.19. 19) General 2% of pipe Lot 1 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 7. 3. . INSTALLATION & SUPPORT

4. 7. 3. 1. 1) Universal Structure Channel (HDG) SINGLE (42 X 25 X 2.6T) M 2,064 1,622 0.00 0.00 2.52 4,087.44 162.20 340.62 1,745.41 6,335.67 0.45 729.90

4. 7. 3. 2. 1 2)CLAMP & SUS 304 BOLT & NUTs , 1/2" EA 1,607 1,272 0.00 0.00 1.01 1,284.72 50.88 101.76 546.55 1,983.91 0.18 228.96

4. 7. 3. 2. 2 3/4" EA 2,423 1,914 0.00 0.00 1.01 1,933.14 76.56 153.12 822.40 2,985.22 0.18 344.52

4. 7. 3. 2. 3 1" EA 1,264 1,000 0.00 0.00 1.01 1,010.00 40.00 80.00 429.67 1,559.67 0.18 180.00

4. 7. 3. 2. 4 1-1/4" EA 798 628 0.00 0.00 1.01 634.28 25.12 50.24 269.84 979.48 0.18 113.04

4. 7. 3. 2. 5 1-1/2" EA 679 534 0.00 0.00 1.40 747.60 26.70 64.08 318.79 1,157.17 0.25 133.50

4. 7. 3. 3. 3) Hawk Anch. Bolt & Nuts M12 X 125L 304SS EA 1,082 848 0.00 0.00 0.84 712.32 25.44 59.36 303.10 1,100.22 0.15 127.20

4. 7. 3. 4. 4) Bolt & Nuts w/Washer 304SS EA 343 268 0.00 0.00 0.56 150.08 5.36 13.40 64.20 233.04 0.10 26.80

4. 7. 3. 5. 5) Pipe for Stanchion 1PC=6M PC 46 36 0.00 0.00 50.42 1,827.73 69.24 153.70 779.75 2,830.42 9.02 326.98

4. 7. 3. 6. 1 6) Bushing ZN-DIECATING, INSULATED TYPE, 28(1")MM EA 164 133 0.00 0.00 0.88 117.04 5.32 22.61 55.12 200.09 0.15 19.95

4. 7. 3. 6. 2 ZN-DIECATING, INSULATED TYPE. 36(1 1/4")MM EA 57 44 0.00 0.00 0.88 38.72 1.76 7.48 18.24 66.20 0.15 6.60

4. 7. 3. 6. 3 ZN-DIECATING, INSULATED TYPE, 42(1 1/2")MM EA 813 634 0.00 0.00 1.05 665.70 25.36 133.14 313.40 1,137.60 0.18 114.12

4. 7. 3. 7. 1 7) Lock Nut STEEL HOT DIP GALVANIZED, 28(1")MM EA 265 218 0.00 0.00 0.53 115.54 4.36 21.80 53.88 195.58 0.09 19.62

4. 7. 3. 7. 2 STEEL HOT DIP GALVANIZED, 36(1 1/4")MM EA 114 88 0.00 0.00 0.59 51.92 1.76 9.68 24.09 87.45 0.10 8.80

4. 7. 3. 7. 3 STEEL HOT DIP GALVANIZED, 42(1 1/2")MM EA 1,703 1,328 0.00 0.00 0.59 783.52 26.56 146.08 363.57 1,319.73 0.10 132.80

4. 7. 3. 8. 8) Steel Plate 1M x 1M x 6T EA 25 20 0.00 0.00 67.22 1,344.40 50.80 113.20 573.56 2,081.96 12.03 240.60

4. 7. 3. 9. 9) Ground Conductor Cable Tray Clamp EA 1,559 1,226 0.00 0.00 0.84 1,030.01 36.79 85.83 438.28 1,590.91 0.15 183.93

4. 7. 3.10. 10) Local Instrument Box (SUS304) 500 x 500x 700X 2T, Safety Glass LOT 125 96 0.00 0.00 56.01 5,376.96 203.52 453.12 2,294.23 8,327.83 10.03 962.88

4. 7. 3.11. 1 11) Steel Angle A105, L50x6T EA 152 117 0.00 0.00 27.61 3,230.37 121.68 271.44 1,377.81 5,001.30 4.94 577.98

4. 7. 3.11. 2 L40x5T EA 152 117 0.00 0.00 23.02 2,693.34 101.79 226.98 1,149.14 4,171.25 4.12 482.04

Página 179




E )UNIT TOTAL


MATERIAL

COST ($) ( C )

CONSTRUCTION

EQUIP. COST ($) (

D )


($)

( E )



MANHOURS

TOTAL 0.00 49,509.82 1,981.13 6,120.48 21,906.35 79,517.78 8,184.94

Página 180

UNIT : US$

REMARKS


Página 181

UNIT : US$

REMARKS


Página 182

UNIT : US$

REMARKS


Página 183




E )UNIT TOTAL

4. 8. . . J-007 LOCAL CONTROL STATION 2.50 124.00 0.00 3,259.34 120.28 3,592.28 2,651.02 9,622.92 467.48

4. 8. 1. . - WEATHER PROOF TYPE with STANCHION EA 80 62 0.00 0.00 52.57 3,259.34 120.28 3,592.28 2,651.02 9,622.92 7.54 467.48

(INCLUDING ON-OFF SWITCH, OUTDOOR TYPE (IP56))


MATERIAL

COST ($) ( C )




EQUIP. COST ($) (

D )

INDIRECT COST

($)

( E )

MANHOURS

Página 184




E )UNIT TOTAL


MATERIAL

COST ($) ( C )




EQUIP. COST ($) (

D )

INDIRECT COST

($)

( E )

MANHOURS

TOTAL 0.00 3,259.34 120.28 3,592.28 2,651.02 9,622.92 467.48

Página 185

UNIT : US$


REMARKS

Página 186

UNIT : US$


REMARKS

Página 187



Lengh Width Height M'Ment W/T(ton) (m3) UNIT TOTAL UNIT TOTAL( A + B + C + D +

E )UNIT TOTAL

4. 9. . . P-001 HRSG 0.00 234,594.67 8,963.02 64,433.93 117,111.67 425,103.29 39,110.33

4. 9. 1. .FIELD INSTRUMENTS

4. 9. 1. 1.1) Analyzer Set 3 0.00 0.00 35.04 105.12 3.87 115.89 85.51 310.39 5.02 15.06

4. 9. 1. 2.2) Flow Orifice & Nozzle Set 21 0.00 0.00 70.09 1,471.89 54.18 1,622.25 1,197.13 4,345.45 10.05 211.05

4. 9. 1. 3.3) Flow DP Transmitter Set 30 0.00 0.00 70.09 2,102.70 77.40 2,317.50 1,710.18 6,207.78 10.05 301.50

4. 9. 1. 4.4) Control Valves Set 36 0.00 0.00 35.04 1,261.44 46.44 1,390.68 1,026.11 3,724.67 5.03 181.08

4. 9. 1. 5.5) Level Gauge Set 24 0.00 0.00 17.52 420.48 15.60 463.44 342.04 1,241.56 2.51 60.24

4. 9. 1. 6.6) Level Indicating Transmitter (D/P Type) Set 42 0.00 0.00 70.09 2,943.78 108.36 3,244.50 2,394.25 8,690.89 10.05 422.10

4. 9. 1. 7.7) Motor Operated Vavle Set 99 0.00 0.00 70.09 6,938.91 255.42 7,647.75 5,643.60 20,485.68 10.05 994.95

4. 9. 1. 8.8) Pressure Diff. Indicating Transmitter Set 6 0.00 0.00 17.52 105.12 3.90 115.86 85.51 310.39 2.51 15.06

4. 9. 1. 9.9) Pressure Gauge Set 42 0.00 0.00 17.52 735.84 27.30 811.02 598.56 2,172.72 2.51 105.42

4. 9. 1.10.10) Pressure Indicating Transmitter Set 48 0.00 0.00 17.52 840.96 31.20 926.88 684.07 2,483.11 2.51 120.48

4. 9. 1.11.11) On-Off Valves Set 45 0.00 0.00 35.04 1,576.80 58.05 1,738.35 1,282.64 4,655.84 5.03 226.35

4. 9. 1.12.12) Temperature Element (Skin Type) Set 858 0.00 0.00 21.03 18,043.74 660.66 19,888.44 14,674.66 53,267.50 3.02 2,591.16

4. 9. 1.13.13) Temperature Gauge Set 15 0.00 0.00 21.03 315.45 11.55 347.70 256.55 931.25 3.02 45.30

4. 9. 1.14.14) Temperature Transmitter (RTD, T/C) Set 63 0.00 0.00 21.03 1,324.89 48.51 1,460.34 1,077.51 3,911.25 3.02 190.26

4. 9. 1.15.15) Temperature Well Set 24 0.00 0.00 21.03 504.72 18.48 556.32 410.48 1,490.00 3.02 72.48

4. 9. 1.16.16) Restriction Orifice Set 15 0.00 0.00 70.09 1,051.35 38.70 1,158.75 855.09 3,103.89 10.05 150.75

4. 9. 2. .BULK MATERIALS

4. 9. 2. 1.AIR PIPING

4. 9. 2. 1. 11) Pipe (304SS) 1PC=6M 1/2" PC 108 0.00 0.00 18.89 2,040.12 87.48 340.20 938.36 3,406.16 2.82 304.56

4. 9. 2. 1. 2 3/4" PC 21 0.00 0.00 25.21 529.41 22.68 88.20 243.47 883.76 3.76 78.96

4. 9. 2. 1. 3 1" PC 24 0.00 0.00 25.21 605.04 25.92 100.80 278.25 1,010.01 3.76 90.24

4. 9. 2. 1. 42) Pipe Union (304SS) 1/2" EA 78 0.00 0.00 1.88 146.64 6.24 24.18 67.33 244.39 0.28 21.84

4. 9. 2. 1. 5 3/4" EA 15 0.00 0.00 1.88 28.20 1.20 4.65 12.95 47.00 0.28 4.20

4. 9. 2. 1. 6 1" EA 27 0.00 0.00 1.88 50.76 2.16 8.37 23.31 84.60 0.28 7.56

4. 9. 2. 1. 73) Pipe Reducer (304SS) 3/4" x 1/2" EA 48 0.00 0.00 1.88 90.24 3.84 14.88 41.43 150.39 0.28 13.44

4. 9. 2. 1. 8 1" x 1/2" EA 9 0.00 0.00 1.88 16.92 0.72 2.79 7.77 28.20 0.28 2.52

4. 9. 2. 1. 9 1" x 3/4" EA 18 0.00 0.00 1.88 33.84 1.44 5.58 15.54 56.40 0.28 5.04

4. 9. 2. 1. 10 1/2" x 1/4" EA 86 0.00 0.00 2.56 221.18 9.50 37.15 101.84 369.67 0.38 32.83

4. 9. 2. 1. 114) Pipe Tee (304SS) 1/2" EA 48 0.00 0.00 1.88 90.24 3.84 14.88 41.43 150.39 0.28 13.44

4. 9. 2. 1. 12 3/4" EA 33 0.00 0.00 1.88 62.04 2.64 10.23 28.48 103.39 0.28 9.24

4. 9. 2. 1. 13 1" EA 18 0.00 0.00 1.88 33.84 1.44 5.58 15.54 56.40 0.28 5.04

4. 9. 2. 1. 145) Pipe Elbow (304SS) 1/2" EA 87 0.00 0.00 1.88 163.56 6.96 26.97 75.09 272.58 0.28 24.36

4. 9. 2. 1. 15 3/4" EA 9 0.00 0.00 1.88 16.92 0.72 2.79 7.77 28.20 0.28 2.52

4. 9. 2. 1. 16 1" EA 18 0.00 0.00 1.88 33.84 1.44 5.58 15.54 56.40 0.28 5.04

4. 9. 2. 1. 176) Short Nipple 1/4" EA 86 0.00 0.00 1.68 145.15 6.05 24.19 66.69 242.08 0.25 21.60



Dimension (m) MATERIAL COST (A) LABOR COST (B)


MATERIAL

COST ($) ( C )

CONSTRUCTION

EQUIP. COST ($) (

D )

INDIRECT COST

($)

( E )

MANHOURS

Página 188




E )UNIT TOTAL





MATERIAL

COST ($) ( C )

CONSTRUCTION

EQUIP. COST ($) (

D )

INDIRECT COST

($)

( E )

MANHOURS

4. 9. 2. 1. 187) Miniature Valve(Ball Valve) 1/4" EA 86 0.00 0.00 1.68 145.15 6.05 24.19 66.69 242.08 0.25 21.60

4. 9. 2. 1. 198) Tube (304SS) 6/4mm M 1,382 0.00 0.00 3.77 5,211.65 221.18 870.91 2,396.95 8,700.69 0.56 774.14

4. 9. 2. 1. 209) Male Connector 1/4" x 6/4mm EA 173 0.00 0.00 1.68 290.30 12.10 48.38 133.38 484.16 0.25 43.20

4. 9. 2. 1. 2110) General 2% of pipe Lot 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 9. 2. 2.HOOK-UP (Compression type Swagelock or Parker-Hannifin)

4. 9. 2. 2. 11) 0.083" Thk Stainless Steel Tube A213 TP316 1/2"OD x 0.083THK M 1,714 0.00 0.00 3.77 6,461.78 274.24 1,079.82 2,971.92 10,787.76 0.56 959.84

4. 9. 2. 2. 22) Male Connector 6000# 2Ferrule Type A182 F316 1/2" 6000# EA 734 0.00 0.00 1.68 1,233.12 51.38 205.52 566.57 2,056.59 0.25 183.50

4. 9. 2. 2. 33) Union Tee 6000# 316SS 1/2" 6000# EA 245 0.00 0.00 1.68 411.60 17.15 68.60 189.11 686.46 0.25 61.25

4. 9. 2. 2. 44) Tube Union 6000# 316SS 1/2" 6000# EA 245 0.00 0.00 1.88 460.60 19.60 75.95 211.47 767.62 0.28 68.60

4. 9. 2. 2. 55) Swage Nipple A312 F316 1/2" SCH160 EA 108 0.00 0.00 1.68 181.44 7.56 30.24 83.36 302.60 0.25 27.00

4. 9. 2. 2. 66) Pipe Tee A312 F316 1/2" SCH160 EA 50 0.00 0.00 1.88 94.00 4.00 15.50 43.16 156.66 0.28 14.00

4. 9. 2. 2. 77) Gate Valve A182 F316 900# EA 50 0.00 0.00 1.88 94.00 4.00 15.50 43.16 156.66 0.28 14.00

4. 9. 2. 2. 88) Needle Valve w/plug A182 F316 900# EA 245 0.00 0.00 1.88 460.60 19.60 75.95 211.47 767.62 0.28 68.60

4. 9. 2. 2. 99) Plug A182 F316 1/2" 6000# EA 295 0.00 0.00 1.55 457.25 20.65 76.70 210.88 765.48 0.23 67.85

4. 9. 2. 2. 1010) Pipe Nipple A213TP316 1/2" x 4"L EA 50 0.00 0.00 1.68 84.00 3.50 14.00 38.59 140.09 0.25 12.50

4. 9. 2. 2. 1111) Stud Bolt & Nut M12 x 75L EA 230 0.00 0.00 0.67 154.10 6.90 25.30 70.84 257.14 0.10 23.00

4. 9. 2. 2. 12 M16 x 95L EA 4,608 0.00 0.00 0.67 3,087.36 138.24 506.88 1,419.25 5,151.73 0.10 460.80

4. 9. 2. 2. 1312) Gasket Sprial Wound 3/4" EA 58 0.00 0.00 1.55 89.90 4.06 15.08 41.46 150.50 0.23 13.34

4. 9. 2. 2. 14 1-1/2" EA 1,152 0.00 0.00 1.55 1,785.60 80.64 299.52 823.52 2,989.28 0.23 264.96

4. 9. 2. 2. 1513) Insulation Tape 1/2" NON-ABESTOS M 1,425 0.00 0.00 0.54 769.50 28.50 128.25 352.20 1,278.45 0.08 114.00

4. 9. 2. 2. 1614) General 2% of pipe Lot 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 9. 3. .INSTALLATION & SUPPORT

4. 9. 3. 1.1) Universal Structure Channel (HDG) SINGLE (42 X 25 X 2.6T) M 1,824 0.00 0.00 2.52 4,596.48 182.40 383.04 1,962.78 7,124.70 0.45 820.80

4. 9. 3. 2.2)CLAMP & SUS 304 BOLT & NUTs , 1/2" EA 1,575 0.00 0.00 1.01 1,590.75 63.00 126.00 676.74 2,456.49 0.18 283.50

4. 9. 3. 3. 3/4" EA 4,716 0.00 0.00 1.01 4,763.16 188.64 377.28 2,026.35 7,355.43 0.18 848.88

4. 9. 3. 4. 1" EA 2,292 0.00 0.00 1.01 2,314.92 91.68 183.36 984.81 3,574.77 0.18 412.56

4. 9. 3. 5. 1-1/4" EA 1,626 0.00 0.00 1.01 1,642.26 65.04 130.08 698.65 2,536.03 0.18 292.68

4. 9. 3. 6. 1-1/2" EA 1,386 0.00 0.00 1.40 1,940.40 69.30 166.32 827.42 3,003.44 0.25 346.50

4. 9. 3. 7.3) Hawk Anch. Bolt & Nuts M12 X 125L 304SS EA 1,740 0.00 0.00 0.84 1,461.60 52.20 121.80 621.93 2,257.53 0.15 261.00

4. 9. 3. 8.4) Bolt & Nuts w/Washer 304SS EA 660 0.00 0.00 0.56 369.60 13.20 33.00 158.11 573.91 0.10 66.00

4. 9. 3. 9.5) Pipe for Stanchion 1PC=6M PC 68 0.00 0.00 50.42 3,428.56 129.88 288.32 1,462.70 5,309.46 9.02 613.36

4. 9. 3.10.6) Bushing ZN-DIECATING, INSULATED TYPE, 28(1")MM EA 117 0.00 0.00 0.88 102.96 4.68 19.89 48.49 176.02 0.15 17.55

4. 9. 3.11. ZN-DIECATING, INSULATED TYPE, 42(1 1/2")MM EA 227 0.00 0.00 1.05 238.35 9.08 47.67 112.21 407.31 0.18 40.86

4. 9. 3.12.7) Lock Nut STEEL HOT DIP GALVANIZED, 28(1")MM EA 227 0.00 0.00 0.53 120.31 4.54 22.70 56.10 203.65 0.09 20.43

4. 9. 3.13. STEEL HOT DIP GALVANIZED, 42(1 1/2")MM EA 454 0.00 0.00 0.59 267.86 9.08 49.94 124.29 451.17 0.10 45.40

4. 9. 3.14.8) Steel Plate 1M x 1M x 6T EA 36 0.00 0.00 67.22 2,419.92 91.44 203.76 1,032.41 3,747.53 12.03 433.08

Página 189




E )UNIT TOTAL





MATERIAL

COST ($) ( C )

CONSTRUCTION

EQUIP. COST ($) (

D )

INDIRECT COST

($)

( E )

MANHOURS

4. 9. 3.15.9) Local Instrument Box (SUS304) 500 x 500x 700X 2T, Safety Glass LOT 576 0.00 0.00 56.01 32,261.76 1,221.12 2,718.72 13,765.40 49,967.00 10.03 5,777.28

4. 9. 3.16.10) Steel Angle A105, L50x6T EA 1,824 0.00 0.00 27.61 50,360.64 1,896.96 4,231.68 21,479.65 77,968.93 4.94 9,010.56

4. 9. 3.17. L40x5T EA 1,824 0.00 0.00 23.02 41,988.48 1,586.88 3,538.56 17,914.74 65,028.66 4.12 7,514.88

4. 9. 4. .ETC

4. 9. 4. 1.1) Line Check / Loop Check Lot 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4. 9. 4. 2.- AI Point 345 0.00 0.00 4.22 1,455.90 51.75 234.60 662.48 2,404.73 0.60 207.00

4. 9. 4. 3.- AO Point 36 0.00 0.00 4.22 151.92 5.40 24.48 69.13 250.93 0.60 21.60

4. 9. 4. 4.- DI Point 606 0.00 0.00 4.22 2,557.32 90.90 412.08 1,163.66 4,223.96 0.60 363.60

4. 9. 4. 5.- DO Point 303 0.00 0.00 4.22 1,278.66 45.45 206.04 581.83 2,111.98 0.60 181.80

4. 9. 4. 6.- T/C Point 858 0.00 0.00 4.22 3,620.76 128.70 583.44 1,647.55 5,980.45 0.60 514.80

4. 9. 4. 7.2) Commissioning Support Lot 1 0.00 0.00 689.26 689.26 27.09 151.75 330.09 1,198.19 100.50 100.50

4. 9. 4. 8.3) Shop and Field Calibration Lot 1 0.00 0.00 9,449.76 9,449.76 371.37 2,080.44 4,525.49 16,427.06 1,377.86 1,377.86

4.10. . . P-002 STEAM TURBINE 0.00 44,685.10 1,726.42 9,648.10 21,316.27 77,375.89 7,408.68

4.10. 1. .FIELD INSTRUMENTS

4.10. 1. 1.1) Flow Orifice Set 4 0.00 0.00 70.09 280.36 10.32 309.00 228.02 827.70 10.05 40.20

4.10. 1. 2.2) Flow Nozzle Set 4 0.00 0.00 70.09 280.36 10.32 309.00 228.02 827.70 10.05 40.20

4.10. 1. 3.3) Sight Glass Set 2 0.00 0.00 35.04 70.08 2.58 77.26 57.01 206.93 5.03 10.06

4.10. 1. 4.4) Flow Indicator Transmitter (D.P Type) Set 8 0.00 0.00 70.09 560.72 20.64 618.00 456.05 1,655.41 10.05 80.40

4.10. 1. 5.5) Restriction Orifice Set 2 0.00 0.00 70.09 140.18 5.16 154.50 114.01 413.85 10.05 20.10

4.10. 1. 6.6) Level Gauge Set 1 0.00 0.00 17.52 17.52 0.65 19.31 14.25 51.73 2.51 2.51

4.10. 1. 7.7) Level Indicator Transmitter (D.P Type) Set 1 0.00 0.00 70.09 70.09 2.58 77.25 57.01 206.93 10.05 10.05

4.10. 1. 8.8) Level Switch (Displacer Type) Set 2 0.00 0.00 21.94 43.88 1.62 48.36 35.69 129.55 3.15 6.30

4.10. 1. 9.9) Pressure Indicator Transmitter Set 20 0.00 0.00 21.03 420.60 15.40 463.60 342.07 1,241.67 3.02 60.40

4.10. 1.10.10) Pressure Gauge Set 12 0.00 0.00 17.52 210.24 7.80 231.72 171.02 620.78 2.51 30.12

4.10. 1.11.11) Pressure Switch Set 14 0.00 0.00 17.52 245.28 9.10 270.34 199.52 724.24 2.51 35.14

4.10. 1.12.12) Diff. Pressure Switch Set 4 0.00 0.00 17.52 70.08 2.60 77.24 57.01 206.93 2.51 10.04

4.10. 1.13.13) Diff. Pressure Gauge Set 4 0.00 0.00 17.52 70.08 2.60 77.24 57.01 206.93 2.51 10.04

4.10. 1.14.14) RTD w/Well Set 18 0.00 0.00 17.52 315.36 11.70 347.58 256.53 931.17 2.51 45.18

4.10. 1.15.15) T/C w/Well, K Type Set 20 0.00 0.00 21.94 438.80 16.20 483.60 356.90 1,295.50 3.15 63.00

4.10. 1.16.16) Temp Gauge (Bimetal Every Angle Type) Set 7 0.00 0.00 21.94 153.58 5.67 169.26 124.91 453.42 3.15 22.05

4.10. 1.17.17) Temp. Well Set 9 0.00 0.00 21.94 197.46 7.29 217.62 160.60 582.97 3.15 28.35

4.10. 1.18.18) Control Valve Set 4 0.00 0.00 35.04 140.16 5.16 154.52 114.01 413.85 5.03 20.12

4.10. 1.19.19) Pneumatic On-Off Valve Set 21 0.00 0.00 35.04 735.84 27.09 811.23 598.56 2,172.72 5.03 105.63

4.10. 1.20.20) MOV Set 5 0.00 0.00 35.04 175.20 6.45 193.15 142.52 517.32 5.03 25.15

162

4.10. 2. .BULK MATERIALS

Página 190




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COST ($) ( C )

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EQUIP. COST ($) (

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INDIRECT COST

($)

( E )

MANHOURS

4.10. 2. 1.AIR PIPING

4.10. 2. 1. 11) Pipe (304SS) 1PC=6M 1/2" PC 11 0.00 0.00 18.89 207.79 8.91 34.65 95.57 346.92 2.82 31.02

4.10. 2. 1. 2 3/4" PC 2 0.00 0.00 25.21 50.42 2.16 8.40 23.19 84.17 3.76 7.52

4.10. 2. 1. 3 1" PC 3 0.00 0.00 25.21 75.63 3.24 12.60 34.78 126.25 3.76 11.28

4.10. 2. 1. 42) Pipe Union (304SS) 1/2" EA 8 0.00 0.00 1.88 15.04 0.64 2.48 6.91 25.07 0.28 2.24

4.10. 2. 1. 5 3/4" EA 2 0.00 0.00 1.88 3.76 0.16 0.62 1.73 6.27 0.28 0.56

4.10. 2. 1. 6 1" EA 3 0.00 0.00 1.88 5.64 0.24 0.93 2.59 9.40 0.28 0.84

4.10. 2. 1. 73) Pipe Reducer (304SS) 3/4" x 1/2" EA 5 0.00 0.00 1.88 9.40 0.40 1.55 4.32 15.67 0.28 1.40

4.10. 2. 1. 8 1" x 1/2" EA 1 0.00 0.00 1.88 1.88 0.08 0.31 0.86 3.13 0.28 0.28

4.10. 2. 1. 9 1" x 3/4" EA 2 0.00 0.00 1.88 3.76 0.16 0.62 1.73 6.27 0.28 0.56

4.10. 2. 1. 10 1/2" x 1/4" EA 9 0.00 0.00 2.56 22.53 0.97 3.78 10.37 37.65 0.38 3.34

4.10. 2. 1. 114) Pipe Tee (304SS) 1/2" EA 5 0.00 0.00 1.88 9.40 0.40 1.55 4.32 15.67 0.28 1.40

4.10. 2. 1. 12 3/4" EA 4 0.00 0.00 1.88 7.52 0.32 1.24 3.45 12.53 0.28 1.12

4.10. 2. 1. 13 1" EA 2 0.00 0.00 1.88 3.76 0.16 0.62 1.73 6.27 0.28 0.56

4.10. 2. 1. 145) Pipe Elbow (304SS) 1/2" EA 9 0.00 0.00 1.88 16.92 0.72 2.79 7.77 28.20 0.28 2.52

4.10. 2. 1. 15 3/4" EA 1 0.00 0.00 1.88 1.88 0.08 0.31 0.86 3.13 0.28 0.28

4.10. 2. 1. 16 1" EA 2 0.00 0.00 1.88 3.76 0.16 0.62 1.73 6.27 0.28 0.56

4.10. 2. 1. 176) Short Nipple 1/4" EA 9 0.00 0.00 1.68 14.78 0.62 2.46 6.79 24.65 0.25 2.20

4.10. 2. 1. 187) Miniature Valve(Ball Valve) 1/4" EA 9 0.00 0.00 1.68 14.78 0.62 2.46 6.79 24.65 0.25 2.20

4.10. 2. 1. 198) Tube (304SS) 6/4mm M 141 0.00 0.00 3.77 530.82 22.53 88.70 244.14 886.19 0.56 78.85

4.10. 2. 1. 209) Male Connector 1/4" x 6/4mm EA 18 0.00 0.00 1.68 29.57 1.23 4.93 13.59 49.32 0.25 4.40

4.10. 2. 1. 2110) General 2% of pipe Lot 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4.10. 2. 2.HOOK-UP (Compression type Swagelock or Parker-Hannifin)

4.10. 2. 2. 11) 0.083" Thk Stainless Steel Tube A213 TP316 1/2"OD x 0.083THK M 886 0.00 0.00 3.77 3,338.34 141.68 557.87 1,535.38 5,573.27 0.56 495.88

4.10. 2. 2. 22) Seamless Pipe A312 TP316 1/2" SCH160 M 95 0.00 0.00 3.77 358.15 15.20 59.85 164.72 597.92 0.56 53.20

4.10. 2. 2. 33) Elbow A183 TP 316 1/2" 6000# EA 86 0.00 0.00 1.68 144.48 6.02 24.08 66.38 240.96 0.25 21.50

4.10. 2. 2. 44) Male Connector 6000# 2Ferrule Type A182 F316 1/2" 6000# EA 380 0.00 0.00 1.68 637.56 26.57 106.26 292.94 1,063.33 0.25 94.88

4.10. 2. 2. 55) Union Tee 6000# 316SS 1/2" 6000# EA 127 0.00 0.00 1.68 212.52 8.86 35.42 97.65 354.45 0.25 31.63

4.10. 2. 2. 66) Tube Union 6000# 316SS 1/2" 6000# EA 127 0.00 0.00 1.88 237.82 10.12 39.22 109.19 396.35 0.28 35.42

4.10. 2. 2. 77) Swage Nipple A312 F316 1/2" SCH160 EA 146 0.00 0.00 1.68 245.78 10.24 40.96 112.92 409.90 0.25 36.58

4.10. 2. 2. 88) Pipe Tee A312 F316 1/2" SCH160 EA 79 0.00 0.00 1.88 148.90 6.34 24.55 68.36 248.15 0.28 22.18

4.10. 2. 2. 99) Gate Valve A182 F316 900# EA 79 0.00 0.00 1.88 148.90 6.34 24.55 68.36 248.15 0.28 22.18

4.10. 2. 2. 1010) Needle Valve w/plug A182 F316 900# EA 188 0.00 0.00 1.88 352.50 15.00 58.13 161.84 587.47 0.28 52.50

4.10. 2. 2. 1111) Plug A182 F316 1/2" 6000# EA 206 0.00 0.00 1.55 318.84 14.40 53.48 147.05 533.77 0.23 47.31

4.10. 2. 2. 1212) Pipe Nipple A213TP316 1/2" x 4"L EA 79 0.00 0.00 1.68 133.06 5.54 22.18 61.14 221.92 0.25 19.80

4.10. 2. 2. 1313) Guide Pipe A312F316 1-1/2" M 50 0.00 0.00 3.77 186.62 7.92 31.19 85.83 311.56 0.56 27.72

4.10. 2. 2. 1414) Coupling A182 F316 1-1/2" EA 3 0.00 0.00 1.68 5.54 0.23 0.92 2.54 9.23 0.25 0.83

Página 191




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COST ($) ( C )

CONSTRUCTION

EQUIP. COST ($) (

D )

INDIRECT COST

($)

( E )

MANHOURS

4.10. 2. 2. 1515) Flange A182 F316 1-1/2" EA 20 0.00 0.00 1.88 37.22 1.58 6.14 17.09 62.03 0.28 5.54

4.10. 2. 2. 1616) Stud Bolt & Nut M12 x 75L EA 735 0.00 0.00 0.67 492.32 22.04 80.83 226.32 821.51 0.10 73.48

4.10. 2. 2. 17 M16 x 95L EA 172 0.00 0.00 0.67 114.97 5.15 18.88 52.85 191.85 0.10 17.16

4.10. 2. 2. 1817) Gasket Sprial Wound 3/4" EA 42 0.00 0.00 1.55 65.41 2.95 10.97 30.16 109.49 0.23 9.71

4.10. 2. 2. 19 1-1/2" EA 190 0.00 0.00 1.55 294.97 13.32 49.48 136.04 493.81 0.23 43.77

4.10. 2. 2. 20 3" EA 3 0.00 0.00 1.88 6.20 0.26 1.02 2.84 10.32 0.28 0.92

4.10. 2. 2. 21 4" EA 20 0.00 0.00 2.56 50.69 2.18 8.51 23.34 84.72 0.38 7.52

4.10. 2. 2. 2218) Insulation Tape 1/2" NON-ABESTOS M 1,425 0.00 0.00 0.54 769.50 28.50 128.25 352.20 1,278.45 0.08 114.00


4.10. 3. .INSTALLATION & SUPPORT

4.10. 3. 1.1) Universal Structure Channel (HDG) SINGLE (42 X 25 X 2.6T) M 600 0.00 0.00 2.52 1,512.00 60.00 126.00 645.65 2,343.65 0.45 270.00

4.10. 3. 2.2)CLAMP & SUS 304 BOLT & NUTs , 1/2" EA 383 0.00 0.00 1.01 386.83 15.32 30.64 164.57 597.36 0.18 68.94

4.10. 3. 3. 3/4" EA 678 0.00 0.00 1.01 684.78 27.12 54.24 291.32 1,057.46 0.18 122.04

4.10. 3. 4. 1" EA 330 0.00 0.00 1.01 333.30 13.20 26.40 141.79 514.69 0.18 59.40

4.10. 3. 5. 1-1/4" EA 236 0.00 0.00 1.01 238.36 9.44 18.88 101.40 368.08 0.18 42.48

4.10. 3. 6. 1-1/2" EA 200 0.00 0.00 1.40 280.00 10.00 24.00 119.40 433.40 0.25 50.00

4.10. 3. 7.3) Hawk Anch. Bolt & Nuts M12 X 125L 304SS EA 356 0.00 0.00 0.84 299.04 10.68 24.92 127.24 461.88 0.15 53.40

4.10. 3. 8.4) Bolt & Nuts w/Washer 304SS EA 104 0.00 0.00 0.56 58.24 2.08 5.20 24.91 90.43 0.10 10.40

4.10. 3. 9.5) Pipe for Stanchion 1PC=6M PC 16 0.00 0.00 50.42 794.12 30.08 66.78 338.79 1,229.77 9.02 142.07

4.10. 3.10.6) Bushing ZN-DIECATING, INSULATED TYPE, 28(1")MM EA 5 0.00 0.00 0.88 4.40 0.20 0.85 2.07 7.52 0.15 0.75

4.10. 3.11. ZN-DIECATING, INSULATED TYPE. 36(1 1/4")MM EA 7 0.00 0.00 0.88 6.16 0.28 1.19 2.90 10.53 0.15 1.05

4.10. 3.12. ZN-DIECATING, INSULATED TYPE, 42(1 1/2")MM EA 64 0.00 0.00 1.05 67.20 2.56 13.44 31.64 114.84 0.18 11.52

4.10. 3.13.7) Lock Nut STEEL HOT DIP GALVANIZED, 28(1")MM EA 10 0.00 0.00 0.53 5.30 0.20 1.00 2.47 8.97 0.09 0.90

4.10. 3.14. STEEL HOT DIP GALVANIZED, 36(1 1/4")MM EA 14 0.00 0.00 0.59 8.26 0.28 1.54 3.83 13.91 0.10 1.40


4.10. 3.16.8) Steel Plate 1M x 1M x 6T EA 8 0.00 0.00 67.22 537.76 20.32 45.28 229.42 832.78 12.03 96.24

4.10. 3.17.9) Ground Conductor Cable Tray Clamp EA 228 0.00 0.00 0.84 191.69 6.85 15.97 81.57 296.08 0.15 34.23

4.10. 3.18.10) Local Instrument Box (SUS304) 500 x 500x 700X 2T, Safety Glass LOT 96 0.00 0.00 56.01 5,376.96 203.52 453.12 2,294.23 8,327.83 10.03 962.88

4.10. 3.19.11) Steel Angle A105, L50x6T EA 300 0.00 0.00 27.61 8,283.00 312.00 696.00 3,532.84 12,823.84 4.94 1,482.00

4.10. 3.20. L40x5T EA 300 0.00 0.00 23.02 6,906.00 261.00 582.00 2,946.50 10,695.50 4.12 1,236.00

4.10. 4. .ETC

4.10. 4. 1.1) Line Check / Loop Check Lot 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

4.10. 4. 1. 1- AI Point 85 0.00 0.00 4.22 359.54 12.78 57.94 163.60 593.86 0.60 51.12

4.10. 4. 1. 2- AO Point 8 0.00 0.00 4.22 35.45 1.26 5.71 16.13 58.55 0.60 5.04

4.10. 4. 1. 3- DI Point 293 0.00 0.00 4.22 1,235.62 43.92 199.10 562.24 2,040.88 0.60 175.68

4.10. 4. 1. 4- DO Point 138 0.00 0.00 4.22 582.36 20.70 93.84 264.99 961.89 0.60 82.80

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COST ($) ( C )

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EQUIP. COST ($) (

D )

INDIRECT COST

($)

( E )

MANHOURS

4.10. 4. 1. 5- RTD Point 22 0.00 0.00 4.22 91.15 3.24 14.69 41.48 150.56 0.60 12.96

4.10. 4. 1. 6- T/C Point 12 0.00 0.00 4.22 50.64 1.80 8.16 23.04 83.64 0.60 7.20

4.10. 4. 1. 7- PI Point 2 0.00 0.00 4.22 10.13 0.36 1.63 4.61 16.73 0.60 1.44

4.10. 4. 2.2) Commissioning Support Lot 1 0.00 0.00 413.56 413.56 16.25 91.05 198.05 718.91 60.30 60.30

4.10. 4. 3.3) Shop and Field Calibration Lot 1 0.00 0.00 1,116.60 1,116.60 43.88 245.83 534.74 1,941.05 162.81 162.81

4.10. 4. 4.4) Panel Installation work in the Control Room, Electronic Room and others Lot 1 0.00 0.00 336.08 336.08 12.71 28.29 143.38 520.46 60.15 60.15

4.10. 4. 5.5) Panel Support (Steel Angle ) L50x6T Lot 1 0.00 0.00 448.11 448.11 16.94 37.73 191.18 693.96 80.20 80.20

4.11. . . P-003 AIR COOLED CONDENSER 0.00 12,275.70 466.08 3,550.89 6,195.16 22,487.83 1,948.69

4.11. 1. .FIELD INSTRUMENTS Lot

4.11. 1. 1.1) Level Gauge Set 2 0.00 0.00 17.52 35.04 1.30 38.62 28.50 103.46 2.51 5.02

4.11. 1. 2.2) Level Indicating Transmitter (D/P Type) Set 4 0.00 0.00 70.09 280.36 10.32 309.00 228.02 827.70 10.05 40.20

4.11. 1. 3.3) Motor Operated Vavle Set 4 0.00 0.00 70.09 280.36 10.32 309.00 228.02 827.70 10.05 40.20

4.11. 1. 4.4) Pressure Gauge Set 5 0.00 0.00 17.52 87.60 3.25 96.55 71.26 258.66 2.51 12.55

4.11. 1. 5.5) Pressure Indicating Transmitter Set 1 0.00 0.00 17.52 17.52 0.65 19.31 14.25 51.73 2.51 2.51

4.11. 1. 6.6) Temperature Gauge Set 1 0.00 0.00 21.03 21.03 0.77 23.18 17.10 62.08 3.02 3.02

4.11. 1. 7.7) Temperature Transmitter (RTD,) Set 9 0.00 0.00 21.03 189.27 6.93 208.62 153.93 558.75 3.02 27.18

4.11. 1. 8.8) Vibration Transmitter Set 32 0.00 0.00 35.04 1,121.28 41.28 1,236.16 912.10 3,310.82 5.03 160.96



4.11. 2. 1. 11) 0.083" Thk Stainless Steel Tube A213 TP316 1/2"OD x 0.083THK M 76 0.00 0.00 3.77 286.52 12.16 47.88 131.78 478.34 0.56 42.56

4.11. 2. 1. 22) Male Connector 6000# 2Ferrule Type A182 F316 1/2" 6000# EA 32 0.00 0.00 1.68 53.76 2.24 8.96 24.70 89.66 0.25 8.00

4.11. 2. 1. 33) Union Tee 6000# 316SS 1/2" 6000# EA 11 0.00 0.00 1.68 18.48 0.77 3.08 8.49 30.82 0.25 2.75

4.11. 2. 1. 44) Tube Union 6000# 316SS 1/2" 6000# EA 11 0.00 0.00 1.88 20.68 0.88 3.41 9.49 34.46 0.28 3.08


4.11. 2. 1. 66) Pipe Tee A312 F316 1/2" SCH160 EA 6 0.00 0.00 1.88 11.28 0.48 1.86 5.18 18.80 0.28 1.68

4.11. 2. 1. 77) Gate Valve A182 F316 900# EA 6 0.00 0.00 1.88 11.28 0.48 1.86 5.18 18.80 0.28 1.68


4.11. 2. 1. 99) Plug A182 F316 1/2" 6000# EA 17 0.00 0.00 1.55 26.35 1.19 4.42 12.15 44.11 0.23 3.91



4.11. 2. 1. 12 M16 x 95L EA 48 0.00 0.00 0.67 32.16 1.44 5.28 14.78 53.66 0.10 4.80


4.11. 2. 1. 14 1-1/2" EA 12 0.00 0.00 1.55 18.60 0.84 3.12 8.58 31.14 0.23 2.76

4.11. 2. 1. 15 4" EA 6 0.00 0.00 2.56 15.36 0.66 2.58 7.07 25.67 0.38 2.28

4.11. 2. 1. 1613) Insulation Tape 1/2" NON-ABESTOS Lot 1 0.00 0.00 1,008.58 1,008.58 43.17 168.09 463.84 1,683.68 150.36 150.36


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COST ($) ( C )

CONSTRUCTION

EQUIP. COST ($) (

D )

INDIRECT COST

($)

( E )

MANHOURS


4.11. 3. 1.1) Universal Structure Channel (HDG) SINGLE (42 X 25 X 2.6T) M 77 0.00 0.00 2.52 194.04 7.70 16.17 82.86 300.77 0.45 34.65


4.11. 3. 3. 3/4" EA 194 0.00 0.00 1.01 195.94 7.76 15.52 83.36 302.58 0.18 34.92

4.11. 3. 4. 1" EA 92 0.00 0.00 1.01 92.92 3.68 7.36 39.53 143.49 0.18 16.56

4.11. 3. 5. 1-1/4" EA 68 0.00 0.00 1.01 68.68 2.72 5.44 29.22 106.06 0.18 12.24

4.11. 3. 6. 1-1/2" EA 58 0.00 0.00 1.40 81.20 2.90 6.96 34.62 125.68 0.25 14.50


4.11. 3. 8.4) Pipe for Stanchion 1PC=6M PC 2 0.00 0.00 50.42 100.84 3.82 8.48 43.02 156.16 9.02 18.04

4.11. 3. 9.5) Bushing ZN-DIECATING, INSULATED TYPE, 28(1")MM EA 4 0.00 0.00 0.88 3.52 0.16 0.68 1.66 6.02 0.15 0.60





4.11. 3.14.8) Local Instrument Box (SUS304) 500 x 500x 700X 2T, Safety Glass LOT 5 0.00 0.00 56.01 280.05 10.60 23.60 119.49 433.74 10.03 50.15

4.11. 3.15.9) Steel Angle A105, L50x6T EA 77 0.00 0.00 27.61 2,125.97 80.08 178.64 906.76 3,291.45 4.94 380.38

4.11. 3.16. L40x5T EA 77 0.00 0.00 23.02 1,772.54 66.99 149.38 756.27 2,745.18 4.12 317.24

4.11. 4. .ETC


4.11. 4. 2.- AI Point 37 0.00 0.00 4.22 156.14 5.55 25.16 71.05 257.90 0.60 22.20

4.11. 4. 3.- AO Point 36 0.00 0.00 4.22 151.92 5.40 24.48 69.13 250.93 0.60 21.60

4.11. 4. 4.- DI Point 179 0.00 0.00 4.22 755.38 26.85 121.72 343.72 1,247.67 0.60 107.40

4.11. 4. 5.- DO Point 71 0.00 0.00 4.22 299.62 10.65 48.28 136.34 494.89 0.60 42.60

4.11. 4. 6.- RTD Point 187 0.00 0.00 4.22 789.14 28.05 127.16 359.08 1,303.43 0.60 112.20


4.11. 4. 8.3) Shop and Field Calibration Lot 1 0.00 0.00 413.56 413.56 16.25 91.05 198.05 718.91 60.30 60.30

4.11. 4. 9.4) Panel Installation Lot 1 0.00 0.00 702.38 702.38 25.82 112.67 319.73 1,160.60 100.50 100.50

4.11. 4.10. - PLC Panel

4.11. 4.11. - Marshalling Panel

4.12. . . P-004 WATER TREATMENT SYSTEM 0.00 25,691.71 990.07 7,455.18 12,980.33 47,117.29 4,190.47

4.12. 1. .FIELD INSTRUMENTS Lot

4.12. 1. 1.1) Analyzer Set 7 0.00 0.00 35.04 245.28 9.03 270.41 199.52 724.24 5.02 35.14

4.12. 1. 2.2) Flow Orifice Set 4 0.00 0.00 70.09 280.36 10.32 309.00 228.02 827.70 10.05 40.20

4.12. 1. 3.3) Flow DP Transmitter Set 4 0.00 0.00 70.09 280.36 10.32 309.00 228.02 827.70 10.05 40.20

4.12. 1. 4.4) Rota Meter Set 5 0.00 0.00 35.04 175.20 6.45 193.15 142.52 517.32 5.03 25.15

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COST ($) ( C )

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EQUIP. COST ($) (

D )

INDIRECT COST

($)

( E )

MANHOURS

4.12. 1. 5.5) Mag Flow Meter Set 1 0.00 0.00 35.04 35.04 1.29 38.63 28.50 103.46 5.03 5.03

4.12. 1. 6.6) Control Valves Set 2 0.00 0.00 35.04 70.08 2.58 77.26 57.01 206.93 5.03 10.06

4.12. 1. 7.7) Level Gauge Set 2 0.00 0.00 17.52 35.04 1.30 38.62 28.50 103.46 2.51 5.02

4.12. 1. 8.8) Level Indicating Transmitter (D/P Type) Set 1 0.00 0.00 70.09 70.09 2.58 77.25 57.01 206.93 10.05 10.05

4.12. 1. 9.9) Level Switch (Reed Float) Set 15 0.00 0.00 21.94 329.10 12.15 362.70 267.67 971.62 3.15 47.25

4.12. 1.10.10) Pressure Gauge Set 37 0.00 0.00 17.52 648.24 24.05 714.47 527.31 1,914.07 2.51 92.87

4.12. 1.11.11) Pressure Switches Set 2 0.00 0.00 17.52 35.04 1.30 38.62 28.50 103.46 2.51 5.02

4.12. 1.12.12) On-Off Valves Set 33 0.00 0.00 70.09 2,312.97 85.14 2,549.25 1,881.20 6,828.56 10.05 331.65


4.12. 2. 1.AIR PIPING

4.12. 2. 1. 11) Pipe (304SS) 1PC=6M 1/2" PC 53 0.00 0.00 18.89 1,001.17 42.93 166.95 460.49 1,671.54 2.82 149.46

4.12. 2. 1. 2 3/4" PC 10 0.00 0.00 25.21 252.10 10.80 42.00 115.94 420.84 3.76 37.60

4.12. 2. 1. 3 1" PC 12 0.00 0.00 25.21 302.52 12.96 50.40 139.12 505.00 3.76 45.12

4.12. 2. 1. 42) Pipe Union (304SS) 1/2" EA 38 0.00 0.00 1.88 71.44 3.04 11.78 32.80 119.06 0.28 10.64

4.12. 2. 1. 5 3/4" EA 7 0.00 0.00 1.88 13.16 0.56 2.17 6.04 21.93 0.28 1.96

4.12. 2. 1. 6 1" EA 13 0.00 0.00 1.88 24.44 1.04 4.03 11.22 40.73 0.28 3.64

4.12. 2. 1. 73) Pipe Reducer (304SS) 3/4" x 1/2" EA 23 0.00 0.00 1.88 43.24 1.84 7.13 19.85 72.06 0.28 6.44

4.12. 2. 1. 8 1" x 1/2" EA 4 0.00 0.00 1.88 7.52 0.32 1.24 3.45 12.53 0.28 1.12

4.12. 2. 1. 9 1" x 3/4" EA 8 0.00 0.00 1.88 15.04 0.64 2.48 6.91 25.07 0.28 2.24

4.12. 2. 1. 10 1/2" x 1/4" EA 42 0.00 0.00 2.56 107.52 4.62 18.06 49.51 179.71 0.38 15.96

4.12. 2. 1. 114) Pipe Tee (304SS) 1/2" EA 23 0.00 0.00 1.88 43.24 1.84 7.13 19.85 72.06 0.28 6.44

4.12. 2. 1. 12 3/4" EA 16 0.00 0.00 1.88 30.08 1.28 4.96 13.81 50.13 0.28 4.48

4.12. 2. 1. 13 1" EA 8 0.00 0.00 1.88 15.04 0.64 2.48 6.91 25.07 0.28 2.24

4.12. 2. 1. 145) Pipe Elbow (304SS) 1/2" EA 42 0.00 0.00 1.88 78.96 3.36 13.02 36.25 131.59 0.28 11.76

4.12. 2. 1. 15 3/4" EA 4 0.00 0.00 1.88 7.52 0.32 1.24 3.45 12.53 0.28 1.12

4.12. 2. 1. 16 1" EA 8 0.00 0.00 1.88 15.04 0.64 2.48 6.91 25.07 0.28 2.24

4.12. 2. 1. 176) Short Nipple 1/4" EA 42 0.00 0.00 1.68 70.56 2.94 11.76 32.42 117.68 0.25 10.50

4.12. 2. 1. 187) Miniature Valve(Ball Valve) 1/4" EA 42 0.00 0.00 1.68 70.56 2.94 11.76 32.42 117.68 0.25 10.50

4.12. 2. 1. 198) Tube (304SS) 6/4mm M 42 0.00 0.00 3.77 158.34 6.72 26.46 72.82 264.34 0.56 23.52

4.12. 2. 1. 209) Male Connector 1/4" x 6/4mm EA 84 0.00 0.00 1.68 141.12 5.88 23.52 64.84 235.36 0.25 21.00



4.12. 2. 2. 11) 0.083" Thk Stainless Steel Tube A213 TP316 1/2"OD x 0.083THK M 101 0.00 0.00 3.77 380.77 16.16 63.63 175.12 635.68 0.56 56.56

4.12. 2. 2. 22) Male Connector 6000# 2Ferrule Type A182 F316 1/2" 6000# EA 43 0.00 0.00 1.68 72.24 3.01 12.04 33.19 120.48 0.25 10.75

4.12. 2. 2. 33) Union Tee 6000# 316SS 1/2" 6000# EA 14 0.00 0.00 1.68 23.52 0.98 3.92 10.81 39.23 0.25 3.50

4.12. 2. 2. 44) Tube Union 6000# 316SS 1/2" 6000# EA 14 0.00 0.00 1.88 26.32 1.12 4.34 12.08 43.86 0.28 3.92

Página 195




E )UNIT TOTAL





MATERIAL

COST ($) ( C )

CONSTRUCTION

EQUIP. COST ($) (

D )

INDIRECT COST

($)

( E )

MANHOURS


4.12. 2. 2. 66) Pipe Tee A312 F316 1/2" SCH160 EA 44 0.00 0.00 1.88 82.72 3.52 13.64 37.98 137.86 0.28 12.32

4.12. 2. 2. 77) Gate Valve A182 F316 900# EA 44 0.00 0.00 1.88 82.72 3.52 13.64 37.98 137.86 0.28 12.32


4.12. 2. 2. 99) Plug A182 F316 1/2" 6000# EA 59 0.00 0.00 1.55 91.45 4.13 15.34 42.18 153.10 0.23 13.57



4.12. 2. 2. 12 M16 x 95L EA 144 0.00 0.00 0.67 96.48 4.32 15.84 44.35 160.99 0.10 14.40


4.12. 2. 2. 14 4" EA 18 0.00 0.00 2.56 46.08 1.98 7.74 21.22 77.02 0.38 6.84

4.12. 2. 2. 1513) Insulation Tape 1/2" NON-ABESTOS Lot 1 0.00 0.00 1,008.58 1,008.58 43.17 168.09 463.84 1,683.68 150.36 150.36



4.12. 3. 1.1) Universal Structure Channel (HDG) SINGLE (42 X 25 X 2.6T) M 212 0.00 0.00 2.52 534.24 21.20 44.52 228.13 828.09 0.45 95.40


4.12. 3. 3. 3/4" EA 558 0.00 0.00 1.01 563.58 22.32 44.64 239.76 870.30 0.18 100.44

4.12. 3. 4. 1" EA 294 0.00 0.00 1.01 296.94 11.76 23.52 126.32 458.54 0.18 52.92

4.12. 3. 5. 1-1/4" EA 182 0.00 0.00 1.01 183.82 7.28 14.56 78.20 283.86 0.18 32.76

4.12. 3. 6. 1-1/2" EA 156 0.00 0.00 1.40 218.40 7.80 18.72 93.13 338.05 0.25 39.00

4.12. 3. 7.3) Hawk Anch. Bolt & Nuts M12 X 125L 304SS EA 144 0.00 0.00 0.84 120.96 4.32 10.08 51.47 186.83 0.15 21.60


4.12. 3. 9.5) Pipe for Stanchion 1PC=6M PC 4 0.00 0.00 50.42 201.68 7.64 16.96 86.04 312.32 9.02 36.08

4.12. 3.10.6) Bushing ZN-DIECATING, INSULATED TYPE, 28(1")MM EA 4 0.00 0.00 0.88 3.52 0.16 0.68 1.66 6.02 0.15 0.60





4.12. 3.15.9) Local Instrument Box (SUS304) 500 x 500x 700X 2T, Safety Glass LOT 1 0.00 0.00 56.01 56.01 2.12 4.72 23.90 86.75 10.03 10.03

4.12. 3.16.10) Steel Angle A105, L50x6T EA 212 0.00 0.00 27.61 5,853.32 220.48 491.84 2,496.54 9,062.18 4.94 1,047.28

4.12. 3.17. L40x5T EA 212 0.00 0.00 23.02 4,880.24 184.44 411.28 2,082.20 7,558.16 4.12 873.44

4.12. 4. .ETC


4.12. 4. 2.- AI Point 13 0.00 0.00 4.22 54.86 1.95 8.84 24.96 90.61 0.60 7.80

4.12. 4. 3.- AO Point 2 0.00 0.00 4.22 8.44 0.30 1.36 3.84 13.94 0.60 1.20

4.12. 4. 4.- DI Point 147 0.00 0.00 4.22 620.34 22.05 99.96 282.27 1,024.62 0.60 88.20

4.12. 4. 5.- DO Point 81 0.00 0.00 4.22 341.82 12.15 55.08 155.54 564.59 0.60 48.60

Página 196




E )UNIT TOTAL





MATERIAL

COST ($) ( C )

CONSTRUCTION

EQUIP. COST ($) (

D )

INDIRECT COST

($)

( E )

MANHOURS


4.12. 4. 7.3) Shop and Field Calibration Lot 1 0.00 0.00 778.86 778.86 30.61 171.47 373.00 1,353.94 113.57 113.57

4.12. 4. 8.4) Panel Installation Lot 1 0.00 0.00 702.38 702.38 25.82 112.67 319.73 1,160.60 100.50 100.50

- PLC Panel

- Marshalling Panel

- Solenoid Valve Panel

TOTAL 0.00 317,247.18 12,145.59 85,088.10 157,603.43 572,084.30 52,658.17

Página 197

UNIT : US$


REMARKS

Página 198

UNIT : US$


REMARKS

Página 199

UNIT : US$


REMARKS

Página 200

UNIT : US$


REMARKS

Página 201

UNIT : US$


REMARKS

Página 202

UNIT : US$


REMARKS

Página 203

UNIT : US$


REMARKS

Página 204

UNIT : US$


REMARKS

Página 205

UNIT : US$


REMARKS

Página 206

UNIT : US$


REMARKS

Página 207



Lengh Width Height M'Ment W/T(ton) (m3) UNIT TOTAL UNIT TOTAL ( A + B + C + D + E ) UNIT TOTAL

C-001 SITE PREPARATION

1.0 MOBILIZATION 515,900.00 0.00 0.00 0.00 196,167.36 712,067.36 0.00

2.0 EARTH WORK 0.00 0.00 0.00 0.00 0.00 0.00 0.00

C-002 HRSG AREA

2.0 EARTH WORK 0.00 168,911.18 2,493.55 204,236.85 142,835.08 518,476.66 36,321.35

3.0 CONCRETE AND STRUCTURAL WORK 1,282,001.08 421,016.08 38,624.54 210,622.51 742,334.82 2,694,599.03 89,721.81

C-003 STEAM TURBINE GENERATOR AREA

2.0 EARTH WORK 0.00 87,089.45 1,419.90 102,524.16 72,639.16 263,672.67 19,074.06

3.0 CONCRETE AND STRUCTURAL WORK 705,453.74 305,758.39 33,563.65 264,308.30 497,770.05 1,806,854.13 64,367.35

4.0 New STEEL STRUCTURE WORK 4,610.56 6,767.03 331.23 19,244.61 11,769.83 42,723.26 1,204.50

C-004 Separation AIR COOLED CONDENSER FOUNDATION

2.0 " EARTH WORK 0.00 186,411.35 2,961.40 221,059.82 156,064.11 566,496.68 40,626.04

3.0 " CONCRETE AND STRUCTURAL WORK 1,026,566.28 313,145.04 27,591.72 146,732.06 575,701.25 2,089,736.35 66,821.69

C-005 WATER TREATMENT AREA

2.0 EARTH WORK 0.00 66,692.17 1,197.33 76,234.95 54,802.31 198,926.76 14,891.04

3.0 CONCRETE AND STRUCTURAL WORK 86,648.95 31,597.30 2,689.34 17,889.14 52,787.13 191,611.86 6,729.79

C-006 SANITARY SEWER

2.0 EARTH WORK 0.00 5,845.72 77.94 7,241.26 5,005.86 18,170.78 1,235.41

3.0 CONCRETE AND STRUCTURAL WORK 10,555.46 7,080.53 165.70 3,925.38 8,261.57 29,988.64 1,522.28

C-007 ROAD & PAVING

3.0 CONCRETE AND STRUCTURAL WORK 139,848.90 19,529.46 34.54 254,074.69 157,225.76 570,713.35 4,218.60

C-008 Separation ELECTRICAL DUCT BANK & MANHOLE

2.0 " EARTH WORK 0.00 118,842.41 2,024.68 138,101.95 98,471.17 357,440.21 26,253.60

3.0 " CONCRETE AND STRUCTURAL WORK 185,413.62 119,239.20 7,150.81 110,937.03 160,744.19 583,484.85 25,333.37

C-009 Separation CIVIL WORK FOR UNDERGROUND PIPE

2.0 " EARTH WORK 0.00 10,090.52 153.48 12,107.37 8,498.95 30,850.32 2,181.46

3.0 " CONCRETE AND STRUCTURAL WORK 9,863.07 5,035.48 116.03 2,520.78 6,667.70 24,203.06 1,097.02

TOTAL 3,966,861.66 1,873,051.31 120,595.84 1,791,760.86 2,947,746.30 10,700,015.97 401,599.37

INDIRECT COST ($)

( E )

MATERIAL COST (A) LABOR COST (B) M/D

Summary- CivilKALLPA COMBINED CYCLE CONVERSION PROJECT

NO. DESCRIPTION Q'TY Unit


MATERIAL

COST ($) ( C )

CONSTRUCTION


Página 208

UNIT : US$

Summary- CivilKALLPA COMBINED CYCLE CONVERSION PROJECT

REMARKS

Página 209




E )UNIT TOTAL

5. 0. . . C-001 SITE PREPARATION

5. A. . . 1.0 MOBILIZATION 515,900.00 196,167.36 712,067.36

5. A. 1. . 1.1

- All plant, tools and equipment including operators and

attendants for the proper and efficient execution of the

works allowing for movement of plant and equipment to

and from the site descried in the works

- Temporary site facilities including Subcontra

1 1.00 Lot 515,900.00 515,900.00 196,167.36 712,067.36

5. A. 2. . 2.0 EARTH WORK

5. A. 2. 2. 2.2 DELETEDisposal

- Disposal to the municipally approved area. 30,034 ㎥ 0.74

5. A. 2. 5. 2.5 DELETE

Soil cutting

- Including safety precaution such as shuttering

sheeting and bracing

- Regardless of excavation depth and method

(machinery or hand digging)

- Including dewatering with a provision of sump and

pump, if required

34,600 ㎥ 0.36

5. A. 2. 6. 2.6 DELETE

Soil banking

- To use selected cut soil

- Compaction at a layer of 300mm Thick max. and 95%

of max. dry density in accordance with ASTM D1557

- Including necessary compaction test

4,566 ㎥ 1.34

5. A. 2. 7. 2.7 DELETE

Sodding

- On permanent slope

- To resist erosion due to run-off

2,077 ㎡ 2.03 1.77

5. B. . . C-002 HRSG AREA 1,282,001.08 589,927.26 41,118.09 414,859.36 885,169.90 3,213,075.69 126,043.16

5. B. 2. . 2.0 EARTH WORK 168,911.18 2,493.55 204,236.85 142,835.08 518,476.66 36,321.35

5. B. 2. 1. 2.1

Soil Excavation

- Including sedimentary rock excavation

- Including compaction at excavated level



- Including protection measure to existing utilities which

may be encountered during t

36,887 23,388.63 ㎥ 2.78 65,020.40 79,989.12 55,138.85 200,148.37 0.63 14,734.84

2.2Disposal

- Disposal to the municipally approved area. 9,747 ㎥

5. B. 2. 2.

Disposal

- Disposal to the municipally approved area outside the

plant boundary.

7,803.96 1.63 12,720.46 25,440.92 14,510.60 52,671.98 0.15 1,170.59

5. B. 2. 3. 2.3

Structural fill with selected excavated soil


- Compaction in layers not exceeding 300mm thickness

and 98% of Modified Proctor dry density at water

content within 2% of optimum in accordance with

ASTM D1557

27,141 15,584.67 ㎥ 5.85 91,170.32 2,493.55 98,806.81 73,185.63 265,656.31 1.31 20,415.92

5. B. 3. . 3.0 CONCRETE AND STRUCTURAL WORK 1,282,001.08 421,016.08 38,624.54 210,622.51 742,334.82 2,694,599.03 89,721.81

5. B. 3. 1. 3.1

Lean Concrete - fc' = 10MPa

- To Include marking, leveling, scaffolding, curing&

testing.

- To include smooth conc. finishing

- Including all construction and other joint work

- To keep max. water/cement ratio :0.45

204 192.65 ㎥ 70.98 13,674.45 24.90 4,797.04 354.48 7,158.44 25,984.41 5.33 1,026.84

Código Cosapi

SPEC.

CHANGE

Dimension (m) MATERIAL COST (A)

UnitQ'TY MANHOURS

Bill of Material - CivilKALLPA COMBINED CYCLE CONVERSION PROJECT

LABOR COST (B) ERECTION

MATERIAL

COST ($) ( C )

CONSTRUCTION

EQUIP. COST ($) (

D )

INDIRECT COST

($)

( E )

NO. DESCRIPTION

Página 210




E )UNIT TOTAL

Código Cosapi


UnitQ'TY MANHOURSLABOR COST (B) ERECTION

MATERIAL

COST ($) ( C )

CONSTRUCTION

EQUIP. COST ($) (

D )

INDIRECT COST

($)

( E )

NO. DESCRIPTION

5. B. 3. 2. 3.2

Concrete - fc' = 30MPa


testing.




9,993 8,056.61 ㎥ 91.22 734,923.92 16.27 131,081.04 86,205.72 362,071.45 1,314,282.13 3.50 28,198.13

5. B. 3. 4. 3.4

Form Normal face (ply wood)

- For underground level (hidden surface)

- Including shoring, form tie, all accessories, sealing of

form tie hole

2,180 1,501.06 ㎡ 0.01 15.01 14.61 21,930.48 1,395.99 31,282.08 20,770.23 75,393.79 3.10 4,653.28

5. B. 3. 6. 3.6

Re-bar -ASTM A 615, Grade 60 or equivalent

- For high yield deformed bars and mesh reinforcement

- Including welding work where necessary & strength

test

- Including bar supports/spacer

1,201 822.41 ton 643.00 528,809.99 311.63 256,287.80 37,008.47 89,445.37 346,611.13 1,258,162.76 66.20 54,443.58

5. B. 3. 9. 3.9

Epoxy coating on concrete surface - For internal

concrete surface of liquid retaining structure

- 1 Coat of Silane-Siloxane primer penetrating into the

concrete. - 1 Coat of high built epoxy coating - 200㎛- 1 Coat of high built epoxy coating - 100㎛- Tot

133 67.20 ㎡ 11.89 799.01 3.55 238.56 2.02 395.30 1,434.89 0.75 50.40

3.10

Asphalt coating on concrete surface - For outside


- 2 plys

2,513 ㎡

5. B. 3.10.

Bituminous coating on concrete surface - For outside


- 2 plys

2,162.32 1.41 3,048.88 2.45 5,297.69 43.25 3,190.17 11,579.99 0.50 1,081.16

5. B. 3.11. 3.11Water stop (PVC) - 150mm wide 5mm thick

- PVC Ribbed including sealant.49 27.60 m 10.61 292.84 9.10 251.16 6.35 9.94 213.05 773.34 1.88 51.89

5. B. 3.14. 3.14

Misc. steel - hot dip galvanized

- Including stair, ladder, embedded plate, anchor bar,

handrail, Chequered plate, Slip round bar at

separation/control joint, Etc.

2 1.07 ton 20.00 21.37 717.68 766.93 213.73 3,275.88 1,626.65 5,904.56 128.60 137.43

5. B. 3.49. 3.49

Paint

- For foundation surface above ground level

- Yellow

138 125.56 ㎡ 3.31 415.61 2.91 365.38 3.77 298.40 1,083.16 0.63 79.10

5. C. . . C-003 STEAM TURBINE GENERATOR AREA 710,064.30 399,614.87 35,314.78 386,077.07 582,179.04 2,113,250.06 84,645.91

5. C. 2. . 2.0 EARTH WORK 87,089.45 1,419.90 102,524.16 72,639.16 263,672.67 19,074.06

5. C. 2. 1. 2.1

Soil Excavation







64,994 11,256.16 ㎥ 2.78 31,292.12 38,496.06 26,536.47 96,324.65 0.63 7,091.38

2.2Disposal


5. C. 2. 2.

Disposal


plant boundary.

2,381.80 1.63 3,882.33 7,764.66 4,428.69 16,075.68 0.15 357.27

5. C. 2. 3. 2.3






ASTM D1557

56,850 8,874.36 ㎥ 5.85 51,915.00 1,419.90 56,263.44 41,674.00 151,272.34 1.31 11,625.41

5. C. 3. . 3.0 CONCRETE AND STRUCTURAL WORK 705,453.74 305,758.39 33,563.65 264,308.30 497,770.05 1,806,854.13 64,367.35

SPEC.

CHANGE

SPEC.

CHANGE

Página 211




E )UNIT TOTAL

Código Cosapi



MATERIAL

COST ($) ( C )

CONSTRUCTION

EQUIP. COST ($) (

D )

INDIRECT COST

($)

( E )

NO. DESCRIPTION

5. C. 3. 1. 3.1



testing.




222 88.03 ㎥ 70.98 6,248.53 24.90 2,192.00 161.98 3,271.04 11,873.55 5.33 469.21

5. C. 3. 2. 3.2



testing.




9,858 3,792.56 ㎥ 91.22 345,957.19 16.27 61,704.93 40,580.38 170,441.07 618,683.57 3.50 13,273.95

5. C. 3. 4. 3.4




form tie hole

5,285 3,269.83 ㎡ 0.01 32.70 14.61 47,772.19 3,040.94 68,143.22 45,244.75 164,233.80 3.10 10,136.47

5. C. 3. 6. 3.6




test


1,368 542.83 ton 643.00 349,039.33 311.63 169,161.94 24,427.32 59,038.13 228,779.56 830,446.28 66.20 35,935.31

3.7

Crushed stone

- Inside spill containment

- Including compaction & grading

27 ㎥

5. C. 3. 7.

Imported soil

- Install crushed stone with a minimum diameter of

2"(51mm) in a uniform layer on top of the grating to

form a fire barrier

- Inside spill containment for Transformer area


32.57 ㎥ 23.00 749.06 4.50 146.56 131.25 390.46 1,417.33 1.00 32.57

5. C. 3. 8. NEW





44.80 ㎡ 11.89 532.67 3.55 159.04 1.34 263.53 956.58 0.75 33.60

3.10



- 2 plys

2,696 ㎡

5. C. 3.10.



- 2 plys

705.55 1.41 994.83 2.45 1,728.60 14.11 1,040.93 3,778.47 0.50 352.78

5. C. 3.11. 3.11Water stop (PVC) - 150mm wide 5mm thick

- PVC Ribbed including sealant.77 110.21 m 10.61 1,169.29 9.10 1,002.87 25.35 39.67 850.67 3,087.85 1.88 207.19

5. C. 3.12. 3.12 DELETEStaging

- Including material & installation3,685 ㎥

5. C. 3.13.. 3.13 DELETEScaffolding

- Including material & installation1,612 ㎡

5. C. 3.14. 3.14

Misc. steel - hot dip galvanized

- Including stair, ladder, embedded plate, anchor bar,

handrail, Chequered plate, Slip round bar at

separation/control joint, Etc.

10 22.83 ton 20.00 456.58 717.68 16,383.78 4,565.76 69,981.74 34,749.59 126,137.45 128.60 2,935.79

5. C. 3.15. 3.15

Steel grating for ordinary type

- Bearing bars of 32mm depth and 5mm THK. And at

30mm

centers with twisted cross bars at 100mm Distance

- In accordance with ASTM A 446

- Hot dip galvanized

179 214.90 ㎡ 0.70 150.43 25.12 5,398.23 1,504.28 26,215.36 12,650.04 45,918.34 4.50 967.04

5. C. 3.49. 3.49

Paint


- Yellow

226 37.20 ㎡ 3.31 123.13 2.91 108.25 1.12 88.41 320.91 0.63 23.44

SPEC.

CHANGE

SPEC.

CHANGE

Página 212




E )UNIT TOTAL

Código Cosapi



MATERIAL

COST ($) ( C )

CONSTRUCTION

EQUIP. COST ($) (

D )

INDIRECT COST

($)

( E )

NO. DESCRIPTION

5. C. 4. . 4.0 STEEL STRUCTURE WORK 4,610.56 6,767.03 331.23 19,244.61 11,769.83 42,723.26 1,204.50

5. C. 4. 1. 4.1 NEW

Structural Steel (Fabrication)

- ASTM A36

- ASTM A572 G50(High strength steel)

- Shop Drawing to be Prepared

15.66 ton

5. C. 4. 2. 4.2 NEW

Structural Steel Erection

- ASTM A36

- ASTM A572 G50(High strength steel)

-Including Touch-Up Painting, Grinding & Scaffolding

Work

-Including Support for Mono Rail I-Beam

15.66 ton 7.06 110.56 303.90 4,759.07 131.23 8,170.14 5,008.18 18,179.18 53.94 844.70

5. C. 4. 3. 4.3 NEW

Anchor Bolt - ASTM A307 steel or Equivalent

-For Steel Column Base.

-Including foundation Anchor Sleeve & Anchor

Frame(Removable Type)

1.00 ton 4,500.00 4,500.00 2,007.96 2,007.96 200.00 795.47 2,853.13 10,356.56 359.80 359.80

5. C. 4. 4. 4.5 NEW

Painting for structural steel (Outdoor steel)

-Surface preparation : SA 3 or SSPC-SP5

- Prime coat : Inorganic zinc primer (75㎛)

- Sealing : Primer epoxy amine adduct (35㎛)

- Finish : 2 pack top coat epoxy amine adduct(125 ㎛)

- Including Touch-Up Paintin

360.67 ㎡

5. C. 4. 5. 4.6 NEW

Steel Pipe Handrail

- Grip Φ50, H=1200mm, Double handrailing

- Post spacing @ 1200mm, Φ25

- Painted

'-Including Fixing and Accessories.

-Including Toe Plates (100x9mm).

-Knee Rail at 600mm.

- Weight 22 kg/ml

- Including Touch-Up Painting Work at Site.

190.00 m 10,279.00 3,908.52 14,187.52

5. C. 5. . C-004 AIR COOLED CONDENSER FOUNDATION 1,026,566.28 499,556.39 30,553.12 367,791.88 731,765.36 2,656,233.03 107,447.73

5. C. 5. 1. 2.0 EARTH WORK 186,411.35 2,961.40 221,059.82 156,064.11 566,496.68 40,626.04

5. C. 5. 1. 1 2.10 SEPARATION

Soil Excavation







24,558.80 ㎥ 2.78 68,273.46 83,991.10 57,897.53 210,162.09 0.63 15,472.04

5. C. 5. 1. 2 2.20

SEPARATION

SPEC.

CHANGE

Disposal


plant boundary.

6,050.02 ㎥ 1.63 9,861.54 19,723.07 11,249.34 40,833.95 0.15 907.50

5. C. 5. 1. 3 2.30 SEPARATION






ASTM D1557

18,508.78 ㎥ 5.85 108,276.35 2,961.40 117,345.65 86,917.24 315,500.64 1.31 24,246.50

5. C. 6. . 3.0 CONCRETE AND STRUCTURAL WORK 1,026,566.28 313,145.04 27,591.72 146,732.06 575,701.25 2,089,736.35 66,821.69

5. C. 6. 1. 3.10 SEPARATION


- To Include marking, leveling, curing& testing.




338.02 ㎥ 70.98 23,992.66 24.90 8,416.70 621.96 12,559.93 45,591.25 5.33 1,801.65




testing.




6,720.00 ㎥ 91.22 612,998.40 16.27 109,334.40 71,904.00 302,002.98 1,096,239.78 3.50 23,520.00

Página 213




E )UNIT TOTAL

Código Cosapi



MATERIAL

COST ($) ( C )

CONSTRUCTION

EQUIP. COST ($) (

D )

INDIRECT COST

($)

( E )

NO. DESCRIPTION





form tie hole

404.00 ㎡ 0.01 4.04 14.61 5,902.44 375.72 8,419.36 5,590.17 20,291.73 3.10 1,252.40





test


604.80 ton 643.00 388,886.40 311.63 188,473.82 27,216.00 65,778.05 254,897.52 925,251.79 66.20 40,037.76

5. C. 6. 5. 3.10

SEPARATION

SPEC.

CHANGE



- 2 plys

343.40 ㎡ 1.41 484.19 2.45 841.33 6.87 506.63 1,839.02 0.50 171.70


Paint


- Yellow

60.60 ㎡ 3.31 200.59 2.91 176.35 1.82 144.02 522.78 0.63 38.18

5. D. . . C-005 WATER TREATMENT AREA 86,648.95 98,289.47 3,886.67 94,124.09 107,589.44 390,538.62 21,620.83

5. D. 2. . 2.0 EARTH WORK 66,692.17 1,197.33 76,234.95 54,802.31 198,926.76 14,891.04

5. D. 2. 1. 2.1

Soil Excavation







12,637 7,962.02 ㎥ 2.78 22,134.41 27,230.10 18,770.51 68,135.02 0.63 5,016.07

2.2Disposal

- Disposal to the municipally approved area. 496 ㎥

5. D. 2. 2.

Disposal


plant boundary.

478.68 ㎥ 1.63 780.25 1,560.50 890.05 3,230.80 0.15 71.80

5. D. 2. 3. 2.3






ASTM D1557

12,140 7,483.34 ㎥ 5.85 43,777.51 1,197.33 47,444.35 35,141.75 127,560.94 1.31 9,803.17

5. D. 3. . 3.0 CONCRETE AND STRUCTURAL WORK 86,648.95 31,597.30 2,689.34 17,889.14 52,787.13 191,611.86 6,729.79

5. D. 3. 1. 3.1



testing.




31 30.11 ㎥ 70.98 2,137.07 24.90 749.69 55.40 1,118.74 4,060.90 5.33 160.48

5. D. 3. 2. 3.2



testing.




554 534.03 ㎥ 91.22 48,714.58 16.27 8,688.73 5,714.16 23,999.98 87,117.45 3.50 1,869.12

5. D. 3. 4. 3.4




form tie hole

318 302.10 ㎡ 0.01 3.02 14.61 4,413.61 280.95 6,295.66 4,180.10 15,173.34 3.10 936.50

5. D. 3. 6. 3.6




test


66 53.40 ton 643.00 34,338.39 311.63 16,642.10 2,403.15 5,808.15 22,507.26 81,699.05 66.20 3,535.31

SPEC.

CHANGE

Página 214




E )UNIT TOTAL

Código Cosapi



MATERIAL

COST ($) ( C )

CONSTRUCTION

EQUIP. COST ($) (

D )

INDIRECT COST

($)

( E )

NO. DESCRIPTION

5. D. 3. 9. 3.9





66 66.18 ㎡ 11.89 786.88 3.55 234.94 1.99 389.30 1,413.11 0.75 49.64

3.10



- 2 plys

249 ㎡

5. D. 3.10.



- 2 plys

235.68 ㎡ 1.41 332.30 2.45 577.41 4.71 347.70 1,262.12 0.50 117.84

5. D. 3.11. 3.11Water stop (PVC) - 150mm wide 5mm thick

- PVC Ribbed including sealant.23 22.80 m 10.61 241.91 9.10 207.48 5.24 8.21 175.99 638.83 1.88 42.86

5. D. 3.49. 3.49

Paint


- Yellow

32 28.64 ㎡ 3.31 94.80 2.91 83.34 0.86 68.06 247.06 0.63 18.04

5. E. . . C-006 SANITARY SEWER 10,555.46 12,926.25 243.64 11,166.64 13,267.43 48,159.42 2,757.69

5. E. 2. . 2.0 EARTH WORK 5,845.72 77.94 7,241.26 5,005.86 18,170.78 1,235.41

5. E. 2. 1. 2.1

Soil Excavation







1,829 859.42 ㎥ 2.78 2,389.18 2,939.20 2,026.08 7,354.46 0.63 541.43

2.2Disposal

- Disposal to the municipally approved area. 381 ㎥

5. E. 2. 2.

Disposal


plant boundary.

372.29 ㎥ 1.63 606.83 1,213.65 692.22 2,512.70 0.15 55.84

5. E. 2. 3. 2.3






ASTM D1557

1,448 487.13 ㎥ 5.85 2,849.71 77.94 3,088.41 2,287.56 8,303.62 1.31 638.14

5. E. 3. . 3.0 CONCRETE AND STRUCTURAL WORK 10,555.46 7,080.53 165.70 3,925.38 8,261.57 29,988.64 1,522.28

5. E. 3. 1. 3.1



testing.




3 1.86 ㎥ 70.98 132.02 24.90 46.31 3.42 69.11 250.86 5.33 9.91

5. E. 3. 2. 3.2



testing.




19 14.14 ㎥ 91.22 1,289.85 16.27 230.06 151.30 635.47 2,306.68 3.50 49.49

5. E. 3. 4. 3.4




form tie hole

133 98.62 ㎡ 0.01 0.99 14.61 1,440.84 91.72 2,055.24 1,364.61 4,953.40 3.10 305.72

5. E. 3. 6. 3.6




test


2 1.41 ton 643.00 909.20 311.63 440.64 63.63 153.79 595.94 2,163.20 66.20 93.61

SPEC.

CHANGE

SPEC.

CHANGE

Página 215




E )UNIT TOTAL

Código Cosapi



MATERIAL

COST ($) ( C )

CONSTRUCTION

EQUIP. COST ($) (

D )

INDIRECT COST

($)

( E )

NO. DESCRIPTION

3.7

Crushed stone

-Below sanitary sewer pipes


72 ㎥

5. E. 3. 7.

Imported soil

- Install crushed stone with a minimum diameter of

2"(51mm) in a uniform layer on top of the grating to

form a fire barrier

- Inside spill containment for Transformer area


94.15 ㎥ 23.00 2,165.36 4.50 423.66 379.41 1,128.72 4,097.15 1.00 94.15

5. E. 3. 9. 3.9





64 49.84 ㎡ 11.89 592.60 3.55 176.93 1.50 293.18 1,064.21 0.75 37.38

3.10



- 2 plys

91 ㎡

5. E. 3.10.



- 2 plys

70.62 ㎡ 1.41 99.57 2.45 173.02 1.41 104.19 378.19 0.50 35.31

5. E. 3.11. 3.11Water stop (PVC) - 150mm wide 5mm thick

- PVC Ribbed including sealant.56 45.00 m 10.61 477.45 9.10 409.50 10.35 16.20 347.35 1,260.85 1.88 84.60

5. E. 3.19. 3.19Cast iron cover- Dia 650mm

- For manhole7 5.00 ea 149.88 749.40 75.78 378.90 3.10 430.21 1,561.61 16.00 80.00

5. E. 3.37. 3.37

Sand bedding

- Below underground pipes

- Including spread and make up to levels compaction

264 242.18 ㎥ 12.00 2,906.17 6.16 1,491.83 595.77 1,898.85 6,892.62 1.38 334.21

5. E. 3.42. 3.42

PVC Pipe - Dia. 4"

- For sanitary sewage drainage

- With fitting

315 326.15 m 3.78 1,232.85 5.73 1,868.84 564.24 1,393.94 5,059.87 1.22 397.90

5. F. . . C-007 ROAD & PAVING 139,848.90 19,529.46 34.54 254,074.69 157,225.76 570,713.35 4,218.60

5. F. 3. . 3.0 CONCRETE AND STRUCTURAL WORK 139,848.90 19,529.46 34.54 254,074.69 157,225.76 570,713.35 4,218.60

5. F. 3.24. 3.24

Asphalt paving

- Waring Coarse : 150mm Thick

- Base (300mm Thick): 100% modified proctor

- Sub-base (95% modified proctor)

· 350mm Thick well graded natural sand, gravel or

rock mixture

6,886 7,516.00 ㎡ 6.94 52,161.04 1.22 9,169.52 229,238.00 110,486.66 401,055.22 0.26 1,954.16

5. F. 3.25. 3.25

Concrete paving THK 200mm - fc' = 30MPa

- For truck unloading area

- Sub-base

· 350mm Thick well graded natural sand, gravel or

rock mixture

· 95% modified proctor

- Including #4 @12" each way reinforcement

- Max. Water/cement ratio : 0.45

95 95.00 ㎡ 27.16 2,580.20 9.62 913.90 30.40 836.95 1,658.41 6,019.86 2.05 194.75

5. F. 3.27. 3.27

Graving paving THK 150mm

- Including compaction at finished level

- Stone shall be well graded with maximum particle size

not exceeding 40mm

15,908 15,908.00 ㎡ 4.00 63,632.00 0.27 4,295.16 10,181.12 29,700.13 107,808.41 0.06 954.48

5. F. 3.28. 3.28

Expansion joint -20mm thick

- For concrete paving

- Premolded joint filler with sealing compound

18 18.00 m 8.37 150.66 12.36 222.48 4.14 7.02 146.13 530.43 2.57 46.26

5. F. 3.31. 3.31

Road line marking - White, continuous edge line

- To be hot applied 'spray-plastic' complying to BS 3262

- Width = 100mm

2,151 2,151.00 m 8,604.00 3,271.61 11,875.61

5. F. 3.32. 3.32

Road line marking - Yellow, broken center line

- To be hot applied 'spray-plastic' complying to BS 3262

- Width = 100mm

985 985.00 m 3,546.00 1,348.34 4,894.34

SPEC.

CHANGE

SPEC.

CHANGE

Página 216




E )UNIT TOTAL

Código Cosapi



MATERIAL

COST ($) ( C )

CONSTRUCTION

EQUIP. COST ($) (

D )

INDIRECT COST

($)

( E )

NO. DESCRIPTION

5. F. 3.47. 3.47

Silty Fence -H=1.5m, Fence post @ 2.5m

- For site erosion control

- Wire fence with filter fabric on post

- Including all hardware and padlock (Galvanized)

- Including foundation

480 480.00 m 37.50 18,000.00 7.18 3,446.40 1,008.00 8,538.13 30,992.53 1.56 748.80

5. F. 3.48. 3.48

Crash Barrier - Hmin.= 0.75m, Steel post @3m

- To protect structures, nearby road side.

- Galvanized guardrail on I-beam & Steel Support

- Including all hardware and padlock (Galvanized)

- Including foundation

95 95.00 m 35.00 3,325.00 15.60 1,482.00 653.60 2,076.35 7,536.95 3.37 320.15

5. G. . . C-008 ELECTRICAL DUCT BANK & MANHOLE 185,413.62 238,081.61 9,175.49 249,038.98 259,215.36 940,925.06 51,586.97

5. G. 2. . 2.0 EARTH WORK 118,842.41 2,024.68 138,101.95 98,471.17 357,440.21 26,253.60

5. G. 2. 1. 2.1

Soil Excavation







23,157 14,839.36 ㎥ 2.78 41,253.43 50,750.62 34,983.90 126,987.95 0.63 9,348.80

2.2Disposal


5. G. 2. 2.

Disposal


plant boundary.

2,185.14 ㎥ 1.63 3,561.78 7,123.56 4,063.03 14,748.37 0.15 327.77

5. G. 2. 3. 2.3






ASTM D1557

20,422 12,654.22 ㎥ 5.85 74,027.20 2,024.68 80,227.77 59,424.24 215,703.89 1.31 16,577.03

5. G. 3. . 3.0 CONCRETE AND STRUCTURAL WORK 185,413.62 119,239.20 7,150.81 110,937.03 160,744.19 583,484.85 25,333.37

5. G. 3. 1. 3.1



testing.




108 100.91 ㎥ 70.98 7,162.38 24.90 2,512.58 185.67 3,749.44 13,610.07 5.33 537.83

5. G. 3. 2. 3.2



testing.




1,278 1,238.82 ㎥ 91.22 113,005.16 16.27 20,155.60 13,255.37 55,673.71 202,089.84 3.50 4,335.87

5. G. 3. 4. 3.4




form tie hole

4,363 4,313.88 ㎡ 0.01 43.14 14.61 63,025.79 4,011.91 89,901.26 59,691.34 216,673.44 3.10 13,373.03

5. G. 3. 6. 3.6




test


125 68.13 ton 643.00 43,807.65 311.63 21,231.38 3,065.85 7,409.83 28,713.94 104,228.65 66.20 4,510.21

5. G. 3. 9. 3.9





992 991.60 ㎡ 11.89 11,790.12 3.55 3,520.18 29.75 5,832.95 21,173.00 0.75 743.70

3.10



- 2 plys

1,215 ㎡

SPEC.

CHANGE

SPEC.

CHANGE

Página 217




E )UNIT TOTAL

Código Cosapi



MATERIAL

COST ($) ( C )

CONSTRUCTION

EQUIP. COST ($) (

D )

INDIRECT COST

($)

( E )

NO. DESCRIPTION

5. G. 3.10.



- 2 plys

1,077.44 ㎡ 1.41 1,519.19 2.45 2,639.73 21.55 1,589.59 5,770.06 0.50 538.72

5. G. 3.11. 3.11Water stop (PVC) - 150mm wide 5mm thick

- PVC Ribbed including sealant.318 317.60 m 10.61 3,369.74 9.10 2,890.16 73.05 114.34 2,451.54 8,898.83 1.88 597.09

5. G. 3.19. 3.19Cast iron cover- Dia 650mm

- For manhole26 26.00 Nos 149.88 3,896.88 75.78 1,970.28 16.12 2,237.08 8,120.36 16.00 416.00

5. G. 3.37. 3.37 DELETE

Sand bedding



366 ㎥ 12.00 6.16

5. G. 3.46. 3.46Warning tape -W=150mm

- Warning for underground cable and pipe3,107 2,150.00 m 0.22 473.00 0.46 989.00 555.92 2,017.92 0.10 215.00

5. G. 3.49. 3.49

Paint


- Yellow

105 104.64 ㎡ 3.31 346.36 2.91 304.50 3.14 248.68 902.68 0.63 65.92

5. H. . . C-009 CIVIL WORK FOR UNDERGROUND PIPE 9,863.07 15,126.00 269.51 14,628.15 15,166.65 55,053.38 3,278.48

5. H. 2. . 2.0 EARTH WORK 10,090.52 153.48 12,107.37 8,498.95 30,850.32 2,181.46

5. H. 2. 1. 2.1 SEPARATION

Soil Excavation







1,370.20 ㎥ 2.78 3,809.17 4,686.10 3,230.27 11,725.54 0.63 863.23

5. H. 2. 2. 2.2

SEPARATION

SPEC.

CHANGE

Disposal


plant boundary.

410.98 ㎥ 1.63 669.90 1,339.80 764.17 2,773.87 0.15 61.65







ASTM D1557

959.22 ㎥ 5.85 5,611.45 153.48 6,081.47 4,504.51 16,350.91 1.31 1,256.58

5. H. 3. . 3.0 CONCRETE AND STRUCTURAL WORK 9,863.07 5,035.48 116.03 2,520.78 6,667.70 24,203.06 1,097.02



- To Include marking, leveling, curing& testing.




6.59 ㎥ 70.98 468.03 24.90 164.19 12.13 245.01 889.36 5.33 35.14




testing.




39.33 ㎥ 91.22 3,587.36 16.27 639.84 420.79 1,767.37 6,415.36 3.50 137.64





form tie hole

48.64 ㎡ 0.01 0.49 14.61 710.66 45.24 1,013.70 673.06 2,443.15 3.10 150.79





test


1.57 ton 643.00 1,011.48 311.63 490.21 70.79 171.09 662.98 2,406.55 66.20 104.14

5. H. 3.10. 3.10

SEPARATION

SPEC.

CHANGE



- 2 plys

137.08 ㎡ 1.41 193.29 2.45 335.85 2.74 202.24 734.12 0.50 68.54

5. H. 3.37. 3.4 SEPARATION

Sand bedding



365.99 ㎥ 12.00 4,391.87 6.16 2,254.49 900.33 2,869.58 10,416.27 1.38 505.07

SPEC.

CHANGE

Página 218




E )UNIT TOTAL

Código Cosapi



MATERIAL

COST ($) ( C )

CONSTRUCTION

EQUIP. COST ($) (

D )

INDIRECT COST

($)

( E )

NO. DESCRIPTION

5. H. 3.46. 3.5 SEPARATIONWarning tape -W=150mm

- Warning for underground cable and pipe957.04 ㎡ 0.22 210.55 0.46 440.24 247.46 898.25 0.10 95.70

TOTAL 3,966,861.66 1,873,051.31 120,595.84 1,791,760.86 2,947,746.30 10,700,015.97 401,599.37

Página 219

UNIT : US$

REMARKS

Bill of Material - CivilKALLPA COMBINED CYCLE CONVERSION PROJECT

Página 220

UNIT : US$

REMARKS

Página 221

UNIT : US$

REMARKS

Página 222

UNIT : US$

REMARKS

Página 223

UNIT : US$

REMARKS

Página 224

UNIT : US$

REMARKS

Página 225

UNIT : US$

REMARKS

Página 226

UNIT : US$

REMARKS

Página 227

UNIT : US$

REMARKS

Página 228

UNIT : US$

REMARKS

Página 229

BREAKDOWN OF BID PRICEPROJECT : PERU KALLPA COMBINED CYCLE CONVERSION PROJECT

SUBJECT : BUILDING & STRUCTURE WORK Rev: 2: May 25, 2009 PRICE UNIT : USD

Q'ty Price Q'ty Price Q'ty Price Q'ty Price Q'ty Price Q'ty Price Q'ty Price Q'ty Price Q'ty Price Q'ty Price

6. A. . . A TEMPORARY WORK

6. A. 1. . 1 BATTER BOARD M2 -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. A. 2. . 2 INTERNAL HORIZONTAL SCAFFOLD M2 -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. A. 3. 1. 3.1 STEEL PIPE SUPPORT(4.5M BELOW) M3 -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00



6. A. 4. . 4 EXT. DOUBLE SCAFFOLDING M2 -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. A. 5. . 5 TEMPORARY STAIR M2 -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. A. 6. . 6 LINE MARKING M2 -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. A. 7. . 7 CURING AND PROTECTION(FOR CONCRETE SURFACE) M2 -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. A. 8. . 8 CURING AND PROTECTION(FOR TILE/STONE) M2 -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. A. 9. . 9 SITE CLEANING M2 -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Sub Total 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. B. . . B EARTH WORK

6. B. 1. . 1 EXCAVATION M3 6.90$ 0.00 1,557.00 10,743.30 1,662.00 11,467.80 285.00 1,966.50 420.00 2,898.00 639.00 4,409.10 1,141.00 7,872.90 231.00 1,593.90 15,490.00 106,881.00 21,425.00 147,832.50

6. B. 2. . 2 BACK FILLING M3 17.05$ 0.00 1,701.00 29,002.05 1,783.00 30,400.15 272.00 4,637.60 451.00 7,689.55 512.00 8,729.60 1,100.00 18,755.00 213.00 3,631.65 17,142.00 292,271.10 23,174.00 395,116.70

6. B. 3. . 3 DISPOSAL M3 5.52$ 0.00 78.00 430.56 112.00 618.24 49.00 270.48 27.00 149.04 190.00 1,048.80 185.00 1,021.20 46.00 253.92 584.00 3,223.68 1,271.00 7,015.92

6. B. 4. . 4 VAPOR BARRIER M2 2.18$ 0.00 660.00 1,438.80 724.00 1,578.32 47.00 102.46 102.00 222.36 196.00 427.28 390.00 850.20 30.00 65.40 0.00 2,149.00 4,684.82

Sub Total 0.00 41,614.71 44,064.51 6,977.04 10,958.95 14,614.78 28,499.30 5,544.87 402,375.78 554,649.94

6. C. . . C REINFORCED CONCRETE WORK

6. C. 1. . 1 CONCRETE WORK

6. C. 1. 1. 1.1 LEAN CONCRETE F'c = 10MPa M3 134.88$ 0.00 37.00 4,990.56 38.00 5,125.44 6.00 809.28 8.00 1,079.04 12.00 1,618.56 33.00 4,451.04 5.00 674.40 55.00 7,418.40 194.00 26,166.72

6. C. 1. 2. 1.2 REINF. CONCRETE F'c = 21MPa M3 171.44$ 0.00 222.00 38,059.68 211.00 36,173.84 32.00 5,486.08 99.00 16,972.56 102.00 17,486.88 398.00 68,233.12 28.00 4,800.32 800.00 137,152.00 1,892.00 324,364.48

6. C. 1. 3. 1.3 REINF. CONCRETE F'c = 14MPa M3 -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. C. 2. . 2 RE-BAR WORK

6. C. 2. 1. 2.1 HIGH STRENGTH REINFORCING BAR GRADE 60 TON 1.53$ 0.00 27.00 41.31 26.00 39.78 4.00 6.12 14.00 21.42 13.00 19.89 56.00 85.68 4.00 6.12 96.00 146.88 240.00 367.20

6. C. 3. . 3 FORM WORK

6. C. 3. 1. 3.1 FORM (4 TIMES) M2 52.01$ 0.00 341.00 17,735.41 307.00 15,967.07 120.00 6,241.20 100.00 5,201.00 411.00 21,376.11 964.00 50,137.64 108.00 5,617.08 1,623.00 84,412.23 3,974.00 206,687.74

6. C. 3. 2. 3.2 FORM (3 TIMES) M2 52.01$ 0.00 0.00 0.00 0.00 335.00 17,423.35 0.00 983.00 51,125.83 0.00 0.00 1,318.00 68,549.18

6. C. 4. . 4 WATER STOP (PVC) M 28.02$ 0.00 0.00 0.00 0.00 8.00 224.16 0.00 153.00 4,287.06 0.00 0.00 161.00 4,511.22

Sub Total 0.00 60,826.96 57,306.13 12,542.68 40,921.53 40,501.44 178,320.37 11,097.92 229,129.51 630,646.54

6. D. . . D STEEL STRUCTURE WORK

6. D. 1. . 1.00 STRUCTURAL STEEL TON 0.00 105.00 0.00 80.00 0.00 66.60 0.00 4.00 0.00 0.00 17.00 0.00 0.00 3.50 0.00 1,278.00 0.00 1,554.10 0.00

6. D. 2. . 2.00 STEEL PLATE TON 0.00 16.00 0.00 12.00 0.00 11.00 0.00 0.80 0.00 0.00 3.00 0.00 0.00 0.70 0.00 192.00 0.00 235.50 0.00

6. D. 3. . 3.00 STRUCTURAL STEEL FABRICATION TON 0.00 121.00 0.00 92.00 0.00 78.00 0.00 4.80 0.00 0.00 20.00 0.00 0.00 4.20 0.00 1,470.00 0.00 1,790.00 0.00

6. D. 4. . 4.00 STRUCTURAL STEEL ERECTION TON 1,160.87 121.00 140,465.27 92.00 106,800.04 78.00 90,547.86 4.80 5,572.18 0.00 20.00 23,217.40 0.00 4.20 4,875.65 1,470.00 1,706,478.90 1,790.00 2,077,957.30

6. D. 5. . 5.00 ANCHOR BOLT TON 10,356.56 1.00 10,356.56 3.50 36,247.96 3.40 35,212.30 0.10 1,035.66 0.00 0.30 3,106.97 0.00 0.10 1,035.66 10.00 103,565.60 18.40 190,560.71

6. D. 6. . 6.00 HIGH STRENGTH BOLT/NUTS EA 0.00 3,675.00 0.00 2,774.00 0.00 2,331.00 0.00 144.00 0.00 0.00 569.00 0.00 0.00 126.00 0.00 44,730.00 0.00 54,349.00 0.00

6. D. 7. . 7.00 NON-SHRINKAGE GROUT M3 3,251.37 1.50 4,877.06 0.15 487.71 0.50 1,625.69 0.10 325.14 0.00 0.30 975.41 0.00 0.10 325.14 3.00 9,754.11 5.65 18,370.26

6. D. 8. . 8.00 DECK PLATE M2 0.00 908.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 908.00 0.00

6. D. 9. . 9.00 PAINTING FOR STRUCTURAL STEEL(INDOOR STEEL) M2 0.00 3,150.00 0.00 2,378.00 0.00 1,998.00 0.00 168.00 0.00 0.00 488.00 0.00 0.00 147.00 0.00 0.00 0.00 8,329.00 0.00

6. D.10. . 10.00 PAINTING FOR STRUCTURAL STEEL(OUTDOOR STEEL) M2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 38,340.00 0.00 38,340.00 0.00

6. D.11. . 11.00 ZINC PLATE STAMP M2 0.00 0.00 50.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 50.00 0.00

Sub Total 155,698.89 143,535.71 127,385.85 6,932.98 0.00 27,299.78 0.00 6,236.45 1,819,798.61 2,286,888.27

6. E. . . E MASONRY WORK

6. E. 1. . 1 THK100 CEMENT BRICK M2 31.51$ 40.00 1,260.40 0.00 0.00 0.00 16.00 504.16 0.00 39.00 1,228.89 0.00 0.00 95.00 2,993.45

6. E. 2. . 2 THK200 CEMENT BRICK M2 53.65$ 122.00 6,545.30 78.00 4,184.70 144.00 7,725.60 0.00 0.00 0.00 0.00 0.00 0.00 344.00 18,455.60

6. E. 3. . 3 THK100 REINF CONC BLOCK M2 -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. E. 4. . 4 EXT. MASONRY CAVITY WALL SYSTEM M2 56.08$ 0.00 0.00 22.00 1,233.76 0.00 170.00 9,533.60 0.00 336.00 18,842.88 0.00 0.00 528.00 29,610.24

6. E. 5. . 5 THK 200 REINF CONC BLOCK M2 133.79$ 0.00 402.00 53,783.58 142.00 18,998.18 34.00 4,548.86 0.00 112.00 14,984.48 82.00 10,970.78 29.00 3,879.91 0.00 801.00 107,165.79

6. E. 6. . 6 P.C LINTEL (W:200 * H:400 ) M 46.57$ 2.00 93.14 9.00 419.13 12.00 558.84 0.00 15.00 698.55 0.00 12.00 558.84 0.00 0.00 50.00 2,328.50

Sub Total 7,898.84 58,387.41 28,516.38 4,548.86 10,736.31 14,984.48 31,601.39 3,879.91 0.00 160,553.58

6. F. . . F PLASTER WORK

6. F. 1. . 1 CEMENT PLASTER(EXT. WALL) M2 15.85$ 0.00 138.00 2,187.30 154.00 2,440.90 46.00 729.10 293.00 4,644.05 72.00 1,141.20 504.00 7,988.40 34.00 538.90 0.00 1,241.00 19,669.85

6. F. 2. . 2 CEMENT PLASTER(INT. WALL) M2 11.79$ 70.00 825.30 712.00 8,394.48 392.00 4,621.68 43.00 506.97 164.00 1,933.56 157.00 1,851.03 559.00 6,590.61 31.00 365.49 0.00 2,128.00 25,089.12

6. F. 3. . 3 CEMENT MORTAR(FLOOR) M2 16.20$ 0.00 9.00 145.80 21.00 340.20 0.00 5.00 81.00 40.00 648.00 44.00 712.80 0.00 0.00 119.00 1,927.80

6. F. 4. . 4 STEEL TROWEL FINISH M2 4.20$ 455.00 1,911.00 25.00 105.00 535.00 2,247.00 0.00 90.00 378.00 156.00 655.20 308.00 1,293.60 0.00 0.00 1,569.00 6,589.80

6. F. 5. . 5 CONCRETE EXPOSED(INT.CEILING) M2 5.42$ 0.00 0.00 0.00 0.00 127.00 688.34 0.00 497.00 2,693.74 0.00 0.00 624.00 3,382.08

6. F. 6. . 6 AROUND DOOR MORTAR M 6.93$ 98.00 679.14 56.00 388.08 36.00 249.48 0.00 35.00 242.55 16.00 110.88 45.00 311.85 0.00 0.00 286.00 1,981.98

6. F. 7. . 7 AROUND WINDOW URATANFORM M 6.93$ 200.00 1,386.00 322.00 2,231.46 270.00 1,871.10 0.00 39.00 270.27 96.00 665.28 100.00 693.00 0.00 0.00 1,027.00 7,117.11

Sub Total 4,801.44 13,452.12 11,770.36 1,236.07 8,237.77 5,071.59 20,284.00 904.39 0.00 65,757.74

6. G. . . G PAINTING WORK

6. G. 1. . 1 LATEX PAINT (INT.WALL ) M2 6.71$ 41.00 275.11 679.00 4,556.09 354.00 2,375.34 43.00 288.53 293.00 1,966.03 157.00 1,053.47 559.00 3,750.89 31.00 208.01 0.00 2,157.00 14,473.47

6. G. 2. . 2 LATEX PAINT (EXT.WALL) M2 8.59$ 40.00 343.60 138.00 1,185.42 154.00 1,322.86 46.00 395.14 164.00 1,408.76 72.00 618.48 504.00 4,329.36 34.00 292.06 0.00 1,152.00 9,895.68

6. G. 3. . 3 LATEX PAINT (METAL STUD WALL) M2 8.59$ 648.00 5,566.32 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 648.00 5,566.32

6. G. 4. . 4 LATEX PAINT (INT.CEILING ) M2 7.91$ 13.00 102.83 0.00 0.00 0.00 127.00 1,004.57 0.00 497.00 3,931.27 0.00 0.00 637.00 5,038.67

6. G. 5. . 5 CHEMICAL RESISTANT PAINT (INT.CEILING ) M2 18.40$ 0.00 0.00 0.00 0.00 0.00 0.00 22.00 404.80 0.00 0.00 22.00 404.80

6. G. 6. . 6 EPOXY PAINT (INT.WALL ) M2 13.67$ 0.00 0.00 0.00 0.00 0.00 8.00 109.36 0.00 0.00 0.00 8.00 109.36

6. G. 7. . 7 EPOXY PAINT (SKIRT H=100 ) M2 12.19$ 16.00 195.04 14.00 170.66 31.00 377.89 3.00 36.57 4.00 48.76 0.00 13.00 158.47 3.00 36.57 0.00 84.00 1,023.96

6. G. 8. . 8 EPOXY PAINT (METAL STUD SKIRT ) M2 13.29$ 22.00 292.38 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 22.00 292.38

6. G. 9. . 9 EPOXY PAINT (FLOOR) M2 -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. G.10. . 10 ACID RESISTANT PAINT(FLOOR) M2 19.21$ 0.00 0.00 0.00 0.00 0.00 0.00 22.00 422.62 0.00 0.00 22.00 422.62

6. G.11. . 11 CHEMICAL RESISTANT (WALL) M2 20.76$ 0.00 0.00 0.00 0.00 0.00 0.00 93.00 1,930.68 0.00 0.00 93.00 1,930.68

6. G.12. . 12 EPOXY PAINT(FLOOR) M2 13.66$ 466.00 6,365.56 498.00 6,802.68 535.00 7,308.10 47.00 642.02 90.00 1,229.40 164.00 2,240.24 308.00 4,207.28 30.00 409.80 0.00 2,138.00 29,205.08

6. G.13. . 13 HARDENER(FLOOR) M2 14.60$ 0.00 498.00 7,270.80 0.00 47.00 686.20 0.00 0.00 0.00 30.00 438.00 0.00 575.00 8,395.00

Sub Total 13,140.84 19,985.65 11,384.19 2,048.46 5,657.52 4,021.55 19,135.37 1,384.44 0.00 76,758.02

Código Cosapi

6. POWER DISTRIBUTION

CENTER8. N2 CYLINDER SHELTER

REMARKS

5. FIRE WATER PUMP

BUILDINGUNIT

PRICE

1. NEW ADMIN BUILDING

(Rev.1)NO ITEM

Sub Total(1)

(1~8)2.WAREHOUSE

3. WATER TREATMENT

BUILDINGUNIT

7. SWITCHGEAR BUILDING 9. PIPE RACK4. CO2/H2 SHELTER

Página 230




Código Cosapi



REMARKS

5. FIRE WATER PUMP

BUILDINGUNIT

PRICE


(Rev.1)NO ITEM

Sub Total(1)

(1~8)2.WAREHOUSE

3. WATER TREATMENT

BUILDINGUNIT


6. H. . . H WATERPROOFING WORK

6. H. 1. . 1 ROOF WATER PROOFING SYSTEM (HORIZONTAL) M2 17.78$ 478.00 8,498.84 0.00 0.00 0.00 90.00 1,600.20 0.00 340.00 6,045.20 0.00 0.00 908.00 16,144.24

6. H. 2. . 2 ROOF WATER PROOFING SYSTEM (VERTICAL) M2 21.81$ 45.00 981.45 0.00 0.00 0.00 18.00 392.58 0.00 39.00 850.59 0.00 0.00 102.00 2,224.62

6. H. 3. . 3 RIGID INSULATION M2 11.04$ 478.00 5,277.12 0.00 0.00 0.00 90.00 993.60 0.00 340.00 3,753.60 0.00 0.00 908.00 10,024.32

6. H. 4. . 4 VAPOR BARRIER (PE FILM) M2 2.18$ 478.00 1,042.04 0.00 0.00 0.00 90.00 196.20 0.00 340.00 741.20 0.00 0.00 908.00 1,979.44

6. H. 5. . 5 PLAIN CONCRETE M3 203.70$ 48.00 9,777.60 0.00 0.00 0.00 9.00 1,833.30 0.00 34.00 6,925.80 0.00 0.00 91.00 18,536.70

6. H. 6. . 6 WELED WIRE MESH M2 3.52$ 478.00 1,682.56 0.00 0.00 0.00 90.00 316.80 0.00 340.00 1,196.80 0.00 0.00 908.00 3,196.16

6. H. 7. . 7 LIQUID WATER PROOF(FOR TOILET,SHOWER ROOM) M2 19.10$ 37.00 706.70 27.00 515.70 100.00 1,910.00 0.00 20.00 382.00 55.00 1,050.50 227.00 4,335.70 0.00 0.00 466.00 8,900.60

6. H. 8. . 8 MEMBRANE WATERPROOFING M2 -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Sub Total 27,966.31 515.70 1,910.00 0.00 5,714.68 1,050.50 23,848.89 0.00 0.00 61,006.08

6. I. . . I STONE AND TILING WORK

6. I. 1. . 1 CERAMIC TILE(FLOOR) M2 25.40$ 22.00 558.80 10.00 254.00 10.00 254.00 0.00 0.00 0.00 0.00 0.00 0.00 42.00 1,066.80

6. I. 2. . 2 CERAMIC TILE(WALL) M2 28.02$ 82.00 2,297.64 35.00 980.70 38.00 1,064.76 0.00 0.00 0.00 0.00 0.00 0.00 155.00 4,343.10

Sub Total 2,856.44 1,234.70 1,318.76 0.00 0.00 0.00 0.00 0.00 0.00 5,409.90

6. J. . . J INTERIOR WORK

6. J. 1. . 1 SUSPENDED CEILING W/ ACOUSTIC TILE M2 46.96$ 437.00 20,521.52 24.00 1,127.04 110.00 5,165.60 0.00 0.00 0.00 0.00 0.00 0.00 571.00 26,814.16

6. J. 2. . 2 SUSPENDED CEILING W/ PVC STRIP M2 29.70$ 23.00 683.10 9.00 267.30 10.00 297.00 0.00 0.00 0.00 0.00 0.00 0.00 42.00 1,247.40

6. J. 3. . 3GYPSUM PLASTERBOARD PARTITION WALL(BOTH

SIDE)M2 67.67$ 272.00 18,406.24 0.00 142.00 9,609.14 0.00 0.00 0.00 0.00 0.00 0.00 414.00 28,015.38

6. J. 3. 1. 4GYPSUM PLASTERBOARD PARTITION WALL(ONE

SIDE)M2 41.86$ 490.00 20,511.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 490.00 20,511.40

6. J. 4. . 5 TOILET CUBICLE M2 183.88$ 18.00 3,309.84 16.00 2,942.08 4.00 735.52 0.00 0.00 0.00 0.00 0.00 0.00 38.00 6,987.44

6. J. 5. . 6 ACCESS FLOOR M2 222.08$ 341.00 75,729.28 0.00 37.00 8,216.96 0.00 0.00 0.00 0.00 0.00 0.00 378.00 83,946.24

6. J. 6. . 7 VINYL COMPOSITION TILE M2 27.87$ 59.00 1,644.33 24.00 668.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 83.00 2,313.21

6. J. 7. . 8 VINYL SKIRTING (H:100) M2 28.90$ 4.00 115.60 4.00 115.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.00 231.20

Sub Total 140,921.31 5,120.90 24,024.22 0.00 0.00 0.00 0.00 0.00 0.00 170,066.43

6. K. . . K PANEL & ROOF WORK

6. K. 1. . 1 THERMAL INSULATED METAL PANEL (ROOF) M2 75.42$ 0.00 607.00 45,779.94 742.00 55,961.64 60.00 4,525.20 0.00 178.00 13,424.76 0.00 40.00 3,016.80 0.00 1,627.00 122,708.34

6. K. 2. . 2 THERMAL INSULATED METAL PANEL (WALL) M2 78.33$ 797.00 62,429.01 554.00 43,394.82 593.00 46,449.69 0.00 0.00 193.00 15,117.69 0.00 0.00 0.00 2,137.00 167,391.21

6. K. 3. . 3 SINGLE SKIN METAL PANEL(ROOF) M2 -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K. 4. . 4 SINGLE SKIN METAL PANEL(WALL) M2 -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K. 5. . 5 PANEL CANOPY(1700*1600) EA 125.13$ 0.00 0.00 1.00 125.13 0.00 0.00 0.00 0.00 0.00 0.00 1.00 125.13

6. K. 6. . 6 PANEL CANOPY(1500*1200) EA 82.82$ 0.00 4.00 331.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 331.28

6. K. 7. . 7 PANEL CANOPY(2600*1500) EA 179.43$ 1.00 179.43 2.00 358.86 0.00 0.00 0.00 2.00 358.86 0.00 0.00 0.00 5.00 897.15

6. K. 8. . 8 PANEL CANOPY(4200*1800) EA 347.82$ 0.00 1.00 347.82 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 347.82

6. K. 9. . 9 PANEL CANOPY(4600*2000) EA 423.28$ 0.00 0.00 1.00 423.28 0.00 0.00 0.00 0.00 0.00 0.00 1.00 423.28

6. K.10. . 10 PANEL CANOPY(6000*1800) EA 496.89$ 0.00 2.00 993.78 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 993.78

6. K.11. . 11 GUTTER(250*200) M 17.72$ 0.00 0.00 72.00 1,275.84 18.00 318.96 0.00 40.00 708.80 0.00 9.00 159.48 0.00 139.00 2,463.08

6. K.12. . 12 FLOOR DRAIN DIA. 75 EA 150.19$ 0.00 0.00 2.00 300.38 0.00 0.00 0.00 0.00 0.00 0.00 2.00 300.38


6. K.14. . 14 ROOF DRAIN DIA.150 EA 379.94$ 4.00 1,519.76 0.00 8.00 3,039.52 4.00 1,519.76 2.00 759.88 6.00 2,279.64 8.00 3,039.52 2.00 759.88 0.00 34.00 12,917.96

6. K.15. . 15 LEADER HEAD (300*300*250) EA 395.12$ 4.00 1,580.48 0.00 8.00 3,160.96 4.00 1,580.48 2.00 790.24 6.00 2,370.72 8.00 3,160.96 2.00 790.24 0.00 34.00 13,434.08

6. K.16. . 16 DOWN SPOUT DIA.75 M -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K.17. . 17 DOWN SPOUT DIA.150 M 20.92$ 40.00 836.80 0.00 58.00 1,213.36 22.00 460.24 11.00 230.12 29.00 606.68 44.00 920.48 11.00 230.12 0.00 215.00 4,497.80

6. K.18. . 18 DOWN SPOUT DIA.100 M -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K.19. . 19 SPLASH BLOCK (CON'C 300*450*150) EA 39.52$ 4.00 158.08 0.00 8.00 316.16 4.00 158.08 2.00 79.04 6.00 237.12 8.00 316.16 2.00 79.04 0.00 34.00 1,343.68

6. K.20. . 20 VENTILATOR (Ø800~1000) EA -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K.21. . 21 FLASHING M 21.64$ 660.00 14,282.40 586.00 12,681.04 564.00 12,204.96 76.00 1,644.64 0.00 214.00 4,630.96 0.00 55.00 1,190.20 0.00 2,155.00 46,634.20

Sub Total 81,204.76 103,887.54 124,470.92 10,207.36 1,859.28 39,735.23 7,437.12 6,225.76 0.00 375,027.97

6. L. . . L DOOR & WINDOW WORK

6. L. 1. . 1 DOOR WORK

6. L. 1. 1. 1.1 NORMAL STEEL DOOR

6. L. 1. 1. a a) 0.9*2.2 EA 760.89$ 2.00 1,521.78 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 1,521.78

6. L. 1. 1. b b) 1.0*2.2 EA 761.30$ 0.00 8.00 6,090.40 2.00 1,522.60 0.00 0.00 0.00 2.00 1,522.60 0.00 0.00 12.00 9,135.60

6. L. 1. 1. c c) 1.8*2.2 EA 1,421.11$ 0.00 0.00 0.00 0.00 0.00 0.00 1.00 1,421.11 0.00 0.00 1.00 1,421.11

6. L. 1. 1. d d) 1.8*3.0 EA 1,716.69$ 4.00 6,866.76 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 6,866.76

6. L. 1. 1. e e) 2.0*2.2 EA 1,423.03$ 0.00 2.00 2,846.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 2,846.06

6. L. 1. 1. f f) 2.4*3.0 EA 1,808.84$ 0.00 0.00 0.00 0.00 1.00 1,808.84 0.00 2.00 3,617.68 0.00 0.00 3.00 5,426.52

6. L. 1. 1. g g) 1.6*3.0 EA 1,660.93$ 0.00 1.00 1,660.93 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 1,660.93

6. L. 1. 1. h h) 2.0*3.0 EA 1,734.87$ 0.00 0.00 0.00 0.00 0.00 2.00 3,469.74 0.00 0.00 0.00 2.00 3,469.74

6. L. 1. 1. i i) 3.75*3.0 EA 2,823.80$ 2.00 5,647.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 5,647.60

6. L. 1. 2. 1.2 FIRE STEEL DOOR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 2. a a) 0.9*2.2 EA -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 2. b b) 1.0*2.2 EA 1,564.38$ 0.00 0.00 2.00 3,128.76 0.00 0.00 1.00 1,564.38 0.00 0.00 0.00 3.00 4,693.14

6. L. 1. 2. c c) 1.8*2.3 EA 2,538.12$ 0.00 0.00 2.00 5,076.24 0.00 0.00 0.00 0.00 0.00 0.00 2.00 5,076.24

6. L. 1. 3. 1.3 WOODEN DOOR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 3. a a) 0.9*2.2 EA -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 4. 1.4 STAINLESS STEEL DOOR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 4. a a) 1.85*3.0 EA -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 4. b b) 2.0*3.0 EA 8,629.20$ 2.00 17,258.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 17,258.40

6. L. 1. 4. c c) 3.9*3.0 EA -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 5. 1.5 ROLL UP STEER DOOR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 5. a a) 3.0*4.5 EA 2,682.27$ 0.00 1.00 2,682.27 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 2,682.27

6. L. 1. 5. b b) 4.0*4.5 EA 3,571.14$ 0.00 0.00 1.00 3,571.14 0.00 0.00 0.00 0.00 0.00 0.00 1.00 3,571.14

6. L. 1. 5. c c) 5.0*4.5 EA 4,454.50$ 0.00 2.00 8,909.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 8,909.00

6. L. 2. . 2 WINDOW WORK 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. 2.1 ALUMINUM WINDOW (SLIDING) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. a a) 0.9*0.6 EA 69.99$ 0.00 2.00 139.98 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 139.98

6. L. 2. 1. b b) 1.2*0.6 EA 92.03$ 0.00 2.00 184.06 1.00 92.03 0.00 0.00 0.00 0.00 0.00 0.00 3.00 276.09

6. L. 2. 1. c c) 1.5*1.2 EA 231.47$ 0.00 2.00 462.94 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 462.94

6. L. 2. 1. d d) 2.0*1.2 EA 308.62$ 0.00 0.00 1.00 308.62 0.00 4.00 1,234.48 0.00 0.00 0.00 0.00 5.00 1,543.10

6. L. 2. 1. e e) 3.0*0.6 EA -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. f f) 3.0*1.0 EA 385.78$ 0.00 0.00 0.00 0.00 0.00 1.00 385.78 0.00 0.00 0.00 1.00 385.78

6. L. 2. 1. g g) 3.0*1.2 EA 462.93$ 1.00 462.93 12.00 5,555.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 13.00 6,018.09

6. L. 2. 1. h h) 3.25*0.6 EA 251.66$ 4.00 1,006.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.00 1,006.64

6. L. 2. 1. i i) 3.25*1.2 EA 504.20$ 3.00 1,512.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 1,512.60

6. L. 2. 1. j j) 3.25*1.8 EA 751.79$ 8.00 6,014.32 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8.00 6,014.32

6. L. 2. 1. k k) 3.25*2.4 EA 1,002.58$ 2.00 2,005.16 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 2,005.16

6. L. 2. 1. l l) 3.35*1.8 EA 751.79$ 3.00 2,255.37 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 2,255.37

6. L. 2. 1. m m) 3.5*1.0 EA 450.07$ 0.00 0.00 4.00 1,800.28 0.00 0.00 0.00 0.00 0.00 0.00 4.00 1,800.28

6. L. 2. 1. n n) 4.0*1.0 EA 514.38$ 0.00 0.00 0.00 0.00 0.00 0.00 12.00 6,172.56 0.00 0.00 12.00 6,172.56

6. L. 2. 1. o o) 4.0*1.2 EA 617.24$ 0.00 16.00 9,875.84 10.00 6,172.40 0.00 0.00 0.00 0.00 0.00 0.00 26.00 16,048.24

6. L. 2. 1. p p) 5.0*1.0 EA 642.96$ 0.00 0.00 0.00 0.00 0.00 4.00 2,571.84 0.00 0.00 0.00 4.00 2,571.84

6. L. 2. 1. q q) 6.0*1.0 EA 771.56$ 0.00 0.00 1.00 771.56 0.00 0.00 2.00 1,543.12 0.00 0.00 0.00 3.00 2,314.68

6. L. 2. 1. r r) 9.0*1.0 EA 1,167.69$ 0.00 0.00 2.00 2,335.38 0.00 0.00 0.00 0.00 0.00 0.00 2.00 2,335.38

6. L. 2. 1. s s) 10.0*1.0 EA 1,285.93$ 0.00 0.00 4.00 5,143.72 0.00 0.00 0.00 0.00 0.00 0.00 4.00 5,143.72

6. L. 2. 2. 2.2 ALUMINUM WINDOW (SLIDING+LOUVER) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 2. a a) 4.5*1.0 EA -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 3. 2.3 ALUMINUM WINDOW (SLIDING+FIX) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 3. a a) 3.0*1.0 EA -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 4. 2.4 ALUMINUM WINDOW (FIX) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 4. a a) 1.0*1.2 EA -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 5. 2.5 ALUMINUM WINDOW (FIX+PROJECTED) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 5. a a) 3.5*1.2 EA -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 5. b b) 8*1.2 EA -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 5. c c) 6.0*1.2 EA -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 6. 2.6 ALUMINUM LOUVER 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 6. a a) 0.6*0.6 EA -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 7. 2.7 STAINLESS STEEL FRAME 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 7. a a) 2.0*2.0 EA -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Sub Total 44,551.56 38,406.64 29,922.73 0.00 3,043.32 9,534.86 12,733.95 0.00 0.00 138,193.06

Página 231




Código Cosapi



REMARKS

5. FIRE WATER PUMP

BUILDINGUNIT

PRICE


(Rev.1)NO ITEM

Sub Total(1)

(1~8)2.WAREHOUSE

3. WATER TREATMENT

BUILDINGUNIT


6. M. . . M MISC. METAL WORK

6. M. 1. . 1 MISC. STEEL WORK TON 5,525.36$ 1.00 5,525.36 0.00 0.00 0.00 0.20 1,105.07 0.00 0.50 2,762.68 0.00 0.00 1.70 9,393.11

6. M. 2. . 2 CHK'D PLATE M2 230.10$ 0.00 0.00 0.00 0.00 4.00 920.40 15.00 3,451.50 98.00 22,549.80 0.00 0.00 117.00 26,921.70

6. M. 3. . 3 GALV. STEEL GRATING M2 213.68$ 13.00 2,777.84 0.00 0.00 0.00 4.00 854.72 0.00 0.00 0.00 931.00 198,936.08 948.00 202,568.64

6. M. 4. . 4 STEEL PIPE HANDRAIL(Ø50.8+25.4*1.5t,H:1200) M -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. M. 5. . 5 SUS PIPE HANDRAIL(Ø50.8+25.4*1.4t,H:1200) M 99.58$ 21.00 2,091.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 21.00 2,091.18

6. M. 6. . 6 NON SLIP NOSING (SST 50mm) M -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. M. 7. . 7 NON SLIP NOSING (PVC 48*23*4mm) M -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. M. 8. . 8 CURTAIN BOX(190*285) M 154.64$ 76.00 11,752.64 2.00 309.28 20.00 3,092.80 0.00 0.00 0.00 0.00 0.00 0.00 98.00 15,154.72

6. M. 9. . 9 TILE CORNER BEAD(SST) M -$ 0.00 0.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.00 0.00

6. M.10. . 10 GUARD POST(Ø200,H=1200) EA 362.81$ 0.00 8.00 2,902.48 4.00 1,451.24 0.00 0.00 0.00 0.00 0.00 0.00 12.00 4,353.72

6. M.11. . 11 GRATING (I-32,GALVANIZED, SUMP PIT) M2 -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. M.12. . 12 GRATING (I-32,GALVANIZED,W=200) M 122.10$ 0.00 0.00 11.00 1,343.10 0.00 0.00 0.00 0.00 0.00 0.00 11.00 1,343.10

6. M.13. . 13 GRATING (I-32,GALVANIZED,W=300) M -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. M.14. . 14 STEEL CAGE LADDER( W:400,H:8300) EA 1,411.15$ 0.00 0.00 1.00 1,411.15 0.00 0.00 0.00 0.00 0.00 0.00 1.00 1,411.15

6. M.15. . 15 STEEL CAGE LADDER ( W:400,H:6700) EA 1,148.82$ 0.00 1.00 1,148.82 1.00 1,148.82 0.00 0.00 1.00 1,148.82 1.00 1,148.82 0.00 0.00 4.00 4,595.28

6. M.16. . 16 STEEL CAGE LADDER ( W:400,H:8600) EA 1,458.42$ 1.00 1,458.42 1.00 1,458.42 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.00 2,916.84

6. M.17. . 17 AL SHEET CANOPY(3T,3000*1500*H500) EA -$ 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00

Sub Total 23,605.44 5,819.00 8,447.11 0.00 2,880.19 4,600.32 26,461.30 0.00 198,936.08 270,749.44

6. N. . . N MISC. WORK

6. N. 1. . 1 ISOLATION JOINT (EXPANSION JOINT) THK. 12 mm,H200 M 29.07$ 0.00 117.00 3,401.19 0.00 35.00 1,017.45 0.00 61.00 1,773.27 8.00 232.56 28.00 813.96 0.00 249.00 7,238.43

6. N. 2. . 2 ISOLATION JOINT (EXPANSION JOINT) THK. 50 mm,H200 M 33.64$ 0.00 0.00 107.00 3,599.48 0.00 0.00 0.00 0.00 0.00 0.00 107.00 3,599.48

6. N. 3. . 3 ISOLATION JOINT (EXPANSION JOINT) THK. 50 mm,H300 M -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. N. 5. . 5 SEPTIC TANK EA -$ 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 0.00

6. N. 6. . 6DEMOLITION OF EXISTING PARAPET

& ROOF WATERPROOFINGLOT -$ 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00 0.00

6. N. 7. . 7REINFORCEMENT & REPAIR OF

EXISTING ROOF SLAB, BEAM & GIRDERLOT -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. N. 8. . 8 CHEMICAL ANCHOR EA 28.56$ 148.00 4,226.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 148.00 4,226.88

Sub Total 4,226.88 3,401.19 3,599.48 1,017.45 0.00 1,773.27 232.56 813.96 0.00 15,064.79

TOTAL 506,872.71 496,188.23 474,120.64 45,510.90 90,009.55 163,187.80 348,554.25 36,087.70 2,650,239.98 4,810,771.76

Página 232


SUBJECT : BUILDING & STRUCTURE WORK - NEW ADMIN BUILDING Rev: 2: May 25, 2009 PRICE UNIT : USD

TOTAL COST

Q'ty Price UNIT TOTAL UNIT TOTAL ( A + B + C + D + E ) UNIT TOTAL


6. A. 1. . 1 BATTER BOARD M2 -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00







6. A. 6. . 6 LINE MARKING M2 -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00



6. A. 9. . 9 SITE CLEANING M2 -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Sub Total 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. B. 1. . 1 EXCAVATION M3 -$ 0.00 0.00 0.00 2.11 0.00 0.00 0.00 0.00 0.00 0.48 0.00

6. B. 2. . 2 BACK FILLING M3 -$ 0.00 0.00 0.00 5.85 0.00 0.00 0.00 0.00 0.00 1.31 0.00

6. B. 3. . 3 DISPOSAL M3 -$ 0.00 0.00 0.00 0.74 0.00 0.00 0.00 0.00 0.00 0.15 0.00

6. B. 4. . 4 VAPOR BARRIER M2 -$ 0.00 0.50 0.00 1.07 0.00 0.00 0.00 0.00 0.00 0.23 0.00

Sub Total 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00



6. C. 1. 1. 1.1 LEAN CONCRETE F'c = 10MPa M3 -$ 0.00 70.98 0.00 24.90 0.00 0.00 0.00 0.00 0.00 5.33 0.00




6. C. 2. 1. 2.1 HIGH STRENGTH REINFORCING BAR GRADE 60 TON -$ 0.00 0.64 0.00 0.31 0.00 0.00 0.00 0.00 0.00 0.07 0.00


6. C. 3. 1. 3.1 FORM (4 TIMES) M2 -$ 0.00 0.01 0.00 14.61 0.00 0.00 0.00 0.00 0.00 3.10 0.00

6. C. 3. 2. 3.2 FORM (3 TIMES) M2 -$ 0.00 0.01 0.00 14.61 0.00 0.00 0.00 0.00 0.00 3.10 0.00

6. C. 4. . 4 WATER STOP (PVC) M -$ 0.00 10.61 0.00 9.10 0.00 0.00 0.00 0.00 0.00 1.88 0.00

Sub Total 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. D. 1. . 1.00 STRUCTURAL STEEL TON 0.00 105.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. D. 2. . 2.00 STEEL PLATE TON 0.00 16.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. D. 3. . 3.00 STRUCTURAL STEEL FABRICATION TON 0.00 121.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. D. 4. . 4.00 STRUCTURAL STEEL ERECTION TON 1,160.87 121.00 140,464.93 0.00 0.00 310.96 37,626.16 1,013.98 63,128.12 38,696.67 140,464.93 53.94 6,526.74

6. D. 5. . 5.00 ANCHOR BOLT TON 10,356.56 1.00 10,356.56 0.00 0.00 6,507.96 6,507.96 200.00 795.47 2,853.13 10,356.56 359.80 359.80

NO ITEM UNITUNIT

PRICE


MATERIAL

COST ($) ( C )

REMARKSCódigo Cosapi

MANHOURSCONSTRUCTION


INDIRECT COST ($)

( E )


(Rev.1)

Página 233



TOTAL COST


NO ITEM UNITUNIT

PRICE


MATERIAL

COST ($) ( C )




INDIRECT COST ($)

( E )


(Rev.1)

6. D. 6. . 6.00 HIGH STRENGTH BOLT/NUTS EA 0.00 3,675.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. D. 7. . 7.00 NON-SHRINKAGE GROUT M3 3,251.37 1.50 4,877.06 0.00 0.00 2,243.51 3,365.27 162.00 6.21 1,343.58 4,877.06 240.00 360.00

6. D. 8. . 8.00 DECK PLATE M2 0.00 908.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. D. 9. . 9.00 PAINTING FOR STRUCTURAL STEEL(INDOOR STEEL) M2 0.00 3,150.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. D.10. . 10.00 PAINTING FOR STRUCTURAL STEEL(OUTDOOR STEEL) M2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. D.11. . 11.00 ZINC PLATE STAMP M2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Sub Total 155,698.55 0.00 47,499.39 1,375.98 63,929.80 42,893.38 155,698.55 7,246.54


6. E. 1. . 1 THK100 CEMENT BRICK M2 31.51$ 40.00 1,260.44 14.12 564.80 8.32 332.80 0.00 15.60 347.24 1,260.44 1.71 68.40

6. E. 2. . 2 THK200 CEMENT BRICK M2 53.65$ 122.00 6,545.31 23.88 2,913.36 14.31 1,745.82 0.00 82.96 1,803.17 6,545.31 2.94 358.68


6. E. 4. . 4 EXT. MASONRY CAVITY WALL SYSTEM M2 -$ 0.00 26.54 0.00 13.64 0.00 0.00 0.00 0.00 0.00 2.83 0.00

6. E. 5. . 5 THK 200 REINF CONC BLOCK M2 -$ 0.00 43.59 0.00 35.01 0.00 0.00 0.00 0.00 0.00 7.41 0.00

6. E. 6. . 6 P.C LINTEL (W:200 * H:400 ) M 46.57$ 2.00 93.14 20.51 41.02 11.17 22.34 0.00 4.12 25.66 93.14 2.31 4.62

Sub Total 7,898.89 3,519.18 2,100.96 0.00 102.68 2,176.07 7,898.89 431.70


6. F. 1. . 1 CEMENT PLASTER(EXT. WALL) M2 -$ 0.00 1.28 0.00 8.17 0.00 0.00 0.00 0.00 0.00 1.67 0.00

6. F. 2. . 2 CEMENT PLASTER(INT. WALL) M2 11.79$ 70.00 825.11 1.28 89.60 6.81 476.70 0.00 31.50 227.31 825.11 1.39 97.30

6. F. 3. . 3 CEMENT MORTAR(FLOOR) M2 -$ 0.00 3.24 0.00 6.47 0.00 0.00 0.00 0.00 0.00 1.33 0.00

6. F. 4. . 4 STEEL TROWEL FINISH M2 4.20$ 455.00 1,909.15 0.00 0.00 3.03 1,378.65 0.00 4.55 525.95 1,909.15 0.61 277.55

6. F. 5. . 5 CONCRETE EXPOSED(INT.CEILING) M2 -$ 0.00 0.89 0.00 3.03 0.00 0.00 0.00 0.00 0.00 0.61 0.00

6. F. 6. . 6 AROUND DOOR MORTAR M 6.93$ 98.00 679.02 0.66 64.68 4.09 400.82 0.00 26.46 187.06 679.02 0.83 81.34

6. F. 7. . 7 AROUND WINDOW URATANFORM M 6.93$ 200.00 1,385.76 0.66 132.00 4.09 818.00 0.00 54.00 381.76 1,385.76 0.83 166.00

Sub Total 4,799.04 286.28 3,074.17 0.00 116.51 1,322.08 4,799.04 622.19


6. G. 1. . 1 LATEX PAINT (INT.WALL ) M2 6.71$ 41.00 275.03 1.90 77.90 2.94 120.54 0.00 0.82 75.77 275.03 0.60 24.60

6. G. 2. . 2 LATEX PAINT (EXT.WALL) M2 8.59$ 40.00 343.40 2.26 90.40 3.68 147.20 0.00 11.20 94.60 343.40 0.75 30.00

6. G. 3. . 3 LATEX PAINT (METAL STUD WALL) M2 8.59$ 648.00 5,563.15 2.26 1,464.48 3.68 2,384.64 0.00 181.44 1,532.59 5,563.15 0.75 486.00

6. G. 4. . 4 LATEX PAINT (INT.CEILING ) M2 7.91$ 13.00 102.81 1.90 24.70 3.68 47.84 0.00 1.95 28.32 102.81 0.75 9.75

6. G. 5. . 5 CHEMICAL RESISTANT PAINT (INT.CEILING ) M2 -$ 0.00 9.62 0.00 3.68 0.00 0.00 0.00 0.00 0.00 0.75 0.00

6. G. 6. . 6 EPOXY PAINT (INT.WALL ) M2 -$ 0.00 6.03 0.00 3.82 0.00 0.00 0.00 0.00 0.00 0.83 0.00

6. G. 7. . 7 EPOXY PAINT (SKIRT H=100 ) M2 12.19$ 16.00 195.00 6.03 96.48 2.77 44.32 0.00 0.48 53.72 195.00 0.58 9.28

6. G. 8. . 8 EPOXY PAINT (METAL STUD SKIRT ) M2 13.29$ 22.00 292.42 5.67 124.74 3.68 80.96 0.00 6.16 80.56 292.42 0.75 16.50


6. G.10. . 10 ACID RESISTANT PAINT(FLOOR) M2 -$ 0.00 11.12 0.00 2.77 0.00 0.00 0.00 0.00 0.00 0.58 0.00

6. G.11. . 11 CHEMICAL RESISTANT (WALL) M2 -$ 0.00 9.02 0.00 5.98 0.00 0.00 0.00 0.00 0.00 1.28 0.00

6. G.12. . 12 EPOXY PAINT(FLOOR) M2 13.66$ 466.00 6,367.61 6.03 2,809.98 3.82 1,780.12 0.00 23.30 1,754.21 6,367.61 0.83 386.78

Página 234



TOTAL COST


NO ITEM UNITUNIT

PRICE


MATERIAL

COST ($) ( C )




INDIRECT COST ($)

( E )


(Rev.1)

6. G.13. . 13 HARDENER(FLOOR) M2 -$ 0.00 4.34 0.00 6.20 0.00 0.00 0.00 0.00 0.00 1.30 0.00

Sub Total 13,139.42 4,688.68 4,605.62 0.00 225.35 3,619.77 13,139.42 962.91

Página 235



TOTAL COST


NO ITEM UNITUNIT

PRICE


MATERIAL

COST ($) ( C )




INDIRECT COST ($)

( E )


(Rev.1)


6. H. 1. . 1 ROOF WATER PROOFING SYSTEM (HORIZONTAL) M2 17.78$ 478.00 8,497.66 7.02 3,355.56 4.68 2,237.04 0.00 564.04 2,341.02 8,497.66 1.01 482.78

6. H. 2. . 2 ROOF WATER PROOFING SYSTEM (VERTICAL) M2 21.81$ 45.00 981.35 7.02 315.90 7.02 315.90 0.00 79.20 270.35 981.35 1.51 67.95

6. H. 3. . 3 RIGID INSULATION M2 11.04$ 478.00 5,278.05 6.38 3,049.64 1.60 764.80 0.00 9.56 1,454.05 5,278.05 0.33 157.74

6. H. 4. . 4 VAPOR BARRIER (PE FILM) M2 2.18$ 478.00 1,042.41 0.50 239.00 1.07 511.46 0.00 4.78 287.17 1,042.41 0.23 109.94

6. H. 5. . 5 PLAIN CONCRETE M3 203.70$ 48.00 9,777.42 107.00 5,136.00 38.11 1,829.28 0.00 118.56 2,693.58 9,777.42 8.33 399.84

6. H. 6. . 6 WELED WIRE MESH M2 3.52$ 478.00 1,682.38 1.95 932.10 0.59 282.02 0.00 4.78 463.48 1,682.38 0.13 62.14

6. H. 7. . 7 LIQUID WATER PROOF(FOR TOILET,SHOWER ROOM) M2 19.10$ 37.00 706.79 10.16 375.92 3.68 136.16 0.00 0.00 194.71 706.79 0.75 27.75


Sub Total 27,966.06 13,404.12 6,076.66 0.00 780.92 7,704.36 27,966.06 1,308.14


6. I. 1. . 1 CERAMIC TILE(FLOOR) M2 25.40$ 22.00 558.72 8.92 196.24 9.44 207.68 0.00 0.88 153.92 558.72 1.93 42.46

6. I. 2. . 2 CERAMIC TILE(WALL) M2 28.02$ 82.00 2,297.55 8.92 731.44 11.33 929.06 0.00 4.10 632.95 2,297.55 2.32 190.24

Sub Total 2,856.27 927.68 1,136.74 0.00 4.98 786.87 2,856.27 232.70


6. J. 1. . 1 SUSPENDED CEILING W/ ACOUSTIC TILE M2 46.96$ 437.00 20,519.71 27.50 12,017.50 6.47 2,827.39 0.00 21.85 5,652.97 20,519.71 1.38 603.06

6. J. 2. . 2 SUSPENDED CEILING W/ PVC STRIP M2 29.70$ 23.00 683.17 15.00 345.00 6.47 148.81 0.00 1.15 188.21 683.17 1.38 31.74


SIDE)M2 67.67$ 272.00 18,407.14 2.10 571.20 0.00 0.00 0.00 12,764.96 5,070.98 18,407.14 0.00 0.00


SIDE)M2 41.86$ 490.00 20,512.76 2.10 1,029.00 0.00 0.00 0.00 13,832.70 5,651.06 20,512.76 0.00 0.00

6. J. 4. . 5 TOILET CUBICLE M2 183.88$ 18.00 3,309.77 120.00 2,160.00 13.11 235.98 0.00 1.98 911.81 3,309.77 2.78 50.04

6. J. 5. . 6 ACCESS FLOOR M2 222.08$ 341.00 75,729.65 150.00 51,150.00 10.85 3,699.85 0.00 17.05 20,862.75 75,729.65 2.25 767.25

6. J. 6. . 7 VINYL COMPOSITION TILE M2 27.87$ 59.00 1,644.16 17.22 1,015.98 2.96 174.64 0.00 0.59 452.95 1,644.16 0.60 35.40

6. J. 7. . 8 VINYL SKIRTING (H:100) M2 28.90$ 4.00 115.61 17.22 68.88 3.70 14.80 0.00 0.08 31.85 115.61 0.75 3.00

Sub Total 140,921.97 68,357.56 7,101.47 0.00 26,640.36 38,822.58 140,921.97 1,490.49


6. K. 1. . 1 THERMAL INSULATED METAL PANEL (ROOF) M2 -$ 0.00 41.62 0.00 7.68 0.00 0.00 0.00 0.00 0.00 1.62 0.00

6. K. 2. . 2 THERMAL INSULATED METAL PANEL (WALL) M2 78.33$ 797.00 62,428.05 43.73 34,852.81 7.68 6,120.96 0.00 4,255.98 17,198.30 62,428.05 1.62 1,291.14



6. K. 5. . 5 PANEL CANOPY(1700*1600) EA -$ 0.00 5.71 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K. 6. . 6 PANEL CANOPY(1500*1200) EA -$ 0.00 3.78 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K. 7. . 7 PANEL CANOPY(2600*1500) EA 179.43$ 1.00 179.43 8.19 8.19 0.00 0.00 0.00 121.81 49.43 179.43 0.00 0.00

6. K. 8. . 8 PANEL CANOPY(4200*1800) EA -$ 0.00 15.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K. 9. . 9 PANEL CANOPY(4600*2000) EA -$ 0.00 19.32 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Página 236



TOTAL COST


NO ITEM UNITUNIT

PRICE


MATERIAL

COST ($) ( C )




INDIRECT COST ($)

( E )


(Rev.1)

6. K.10. . 10 PANEL CANOPY(6000*1800) EA -$ 0.00 22.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K.11. . 11 GUTTER(250*200) M -$ 0.00 8.00 0.00 4.80 0.00 0.00 0.00 0.00 0.00 1.00 0.00

6. K.12. . 12 FLOOR DRAIN DIA. 75 EA -$ 0.00 90.00 0.00 18.60 0.00 0.00 0.00 0.00 0.00 4.00 0.00


6. K.14. . 14 ROOF DRAIN DIA.150 EA 379.94$ 4.00 1,519.76 245.00 980.00 30.01 120.04 0.00 1.04 418.68 1,519.76 6.25 25.00

6. K.15. . 15 LEADER HEAD (300*300*250) EA 395.12$ 4.00 1,580.49 256.00 1,024.00 30.01 120.04 0.00 1.04 435.41 1,580.49 6.25 25.00

6. K.16. . 16 DOWN SPOUT DIA.75 M -$ 0.00 2.63 0.00 8.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K.17. . 17 DOWN SPOUT DIA.150 M 20.92$ 40.00 836.98 6.09 243.60 8.00 320.00 0.00 42.80 230.58 836.98 1.67 66.80

6. K.18. . 18 DOWN SPOUT DIA.100 M -$ 0.00 3.78 0.00 8.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K.19. . 19 SPLASH BLOCK (CON'C 300*450*150) EA 39.52$ 4.00 158.07 25.00 100.00 3.60 14.40 0.00 0.12 43.55 158.07 0.75 3.00

6. K.20. . 20 VENTILATOR (Ø800~1000) EA -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K.21. . 21 FLASHING M 21.64$ 660.00 14,283.86 7.00 4,620.00 5.12 3,379.20 0.00 2,349.60 3,935.06 14,283.86 1.08 712.80

Sub Total 81,205.44 41,963.60 10,097.90 0.00 6,772.65 22,371.29 81,205.44 2,128.74




6. L. 1. 1. a a) 0.9*2.2 EA 760.89$ 2.00 1,521.77 69.64 139.28 28.27 56.54 0.00 906.72 419.23 1,521.77 6.09 12.18

6. L. 1. 1. b b) 1.0*2.2 EA -$ 0.00 69.78 0.00 28.37 0.00 0.00 0.00 0.00 0.00 6.11 0.00

6. L. 1. 1. c c) 1.8*2.2 EA -$ 0.00 123.08 0.00 52.38 0.00 0.00 0.00 0.00 0.00 11.28 0.00

6. L. 1. 1. d d) 1.8*3.0 EA 1,716.69$ 4.00 6,866.76 138.05 552.20 100.22 400.88 0.00 4,021.96 1,891.72 6,866.76 21.57 86.28

6. L. 1. 1. e e) 2.0*2.2 EA -$ 0.00 124.16 0.00 52.57 0.00 0.00 0.00 0.00 0.00 11.32 0.00

6. L. 1. 1. f f) 2.4*3.0 EA -$ 0.00 153.58 0.00 100.98 0.00 0.00 0.00 0.00 0.00 21.73 0.00

6. L. 1. 1. g g) 1.6*3.0 EA -$ 0.00 147.65 0.00 100.22 0.00 0.00 0.00 0.00 0.00 21.57 0.00

6. L. 1. 1. h h) 2.0*3.0 EA -$ 0.00 150.61 0.00 100.60 0.00 0.00 0.00 0.00 0.00 21.65 0.00

6. L. 1. 1. i i) 3.75*3.0 EA 2,823.80$ 2.00 5,647.60 162.43 324.86 195.51 391.02 0.00 3,375.86 1,555.86 5,647.60 42.06 84.12

6. L. 1. 2. 1.2 FIRE STEEL DOOR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 2. a a) 0.9*2.2 EA -$ 0.00 197.97 0.00 51.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 2. b b) 1.0*2.2 EA -$ 0.00 198.11 0.00 51.62 0.00 0.00 0.00 0.00 0.00 11.11 0.00

6. L. 1. 2. c c) 1.8*2.3 EA -$ 0.00 235.02 0.00 99.08 0.00 0.00 0.00 0.00 0.00 21.32 0.00

6. L. 1. 3. 1.3 WOODEN DOOR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 3. a a) 0.9*2.2 EA -$ 0.00 28.17 0.00 23.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 4. 1.4 STAINLESS STEEL DOOR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 4. a a) 1.85*3.0 EA -$ 0.00 133.81 0.00 100.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 4. b b) 2.0*3.0 EA 8,629.20$ 2.00 17,258.39 133.95 267.90 100.60 201.20 0.00 12,034.78 4,754.51 17,258.39 21.65 43.30

6. L. 1. 4. c c) 3.9*3.0 EA -$ 0.00 144.77 0.00 102.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 5. 1.5 ROLL UP STEER DOOR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 5. a a) 3.0*4.5 EA -$ 0.00 30.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Página 237



TOTAL COST


NO ITEM UNITUNIT

PRICE


MATERIAL

COST ($) ( C )




INDIRECT COST ($)

( E )


(Rev.1)

6. L. 1. 5. b b) 4.0*4.5 EA -$ 0.00 44.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 5. c c) 5.0*4.5 EA -$ 0.00 54.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. . 2 WINDOW WORK 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. 2.1 ALUMINUM WINDOW (SLIDING) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. a a) 0.9*0.6 EA -$ 0.00 1.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. b b) 1.2*0.6 EA -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. c c) 1.5*1.2 EA -$ 0.00 3.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. d d) 2.0*1.2 EA -$ 0.00 4.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. e e) 3.0*0.6 EA -$ 0.00 3.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. f f) 3.0*1.0 EA -$ 0.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. g g) 3.0*1.2 EA 462.93$ 1.00 462.93 7.20 7.20 0.00 0.00 0.00 328.20 127.53 462.93 0.00 0.00

6. L. 2. 1. h h) 3.25*0.6 EA 251.66$ 4.00 1,006.64 4.00 16.00 0.00 0.00 0.00 713.32 277.32 1,006.64 0.00 0.00

6. L. 2. 1. i i) 3.25*1.2 EA 504.20$ 3.00 1,512.61 8.40 25.20 0.00 0.00 0.00 1,070.70 416.71 1,512.61 0.00 0.00

6. L. 2. 1. j j) 3.25*1.8 EA 751.79$ 8.00 6,014.33 11.80 94.40 0.00 0.00 0.00 4,263.04 1,656.89 6,014.33 0.00 0.00

6. L. 2. 1. k k) 3.25*2.4 EA 1,002.58$ 2.00 2,005.16 15.40 30.80 0.00 0.00 0.00 1,421.96 552.40 2,005.16 0.00 0.00

6. L. 2. 1. l l) 3.35*1.8 EA 751.79$ 3.00 2,255.37 11.80 35.40 0.00 0.00 0.00 1,598.64 621.33 2,255.37 0.00 0.00

6. L. 2. 1. m m) 3.5*1.0 EA -$ 0.00 7.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. n n) 4.0*1.0 EA -$ 0.00 8.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. o o) 4.0*1.2 EA -$ 0.00 9.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. p p) 5.0*1.0 EA -$ 0.00 10.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. q q) 6.0*1.0 EA -$ 0.00 12.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. r r) 9.0*1.0 EA -$ 0.00 36.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. s s) 10.0*1.0 EA -$ 0.00 20.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 2. 2.2 ALUMINUM WINDOW (SLIDING+LOUVER) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 2. a a) 4.5*1.0 EA -$ 0.00 9.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 3. 2.3 ALUMINUM WINDOW (SLIDING+FIX) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 3. a a) 3.0*1.0 EA -$ 0.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 4. 2.4 ALUMINUM WINDOW (FIX) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 4. a a) 1.0*1.2 EA -$ 0.00 2.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 5. 2.5 ALUMINUM WINDOW (FIX+PROJECTED) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 5. a a) 3.5*1.2 EA -$ 0.00 8.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 5. b b) 8*1.2 EA -$ 0.00 19.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 5. c c) 6.0*1.2 EA -$ 0.00 14.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 6. 2.6 ALUMINUM LOUVER 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 6. a a) 0.6*0.6 EA -$ 0.00 0.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 7. 2.7 STAINLESS STEEL FRAME 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 7. a a) 2.0*2.0 EA -$ 0.00 8.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Página 238



TOTAL COST


NO ITEM UNITUNIT

PRICE


MATERIAL

COST ($) ( C )




INDIRECT COST ($)

( E )


(Rev.1)

Sub Total 44,551.56 1,493.24 1,049.64 0.00 29,735.18 12,273.50 44,551.56 225.88


6. M. 1. . 1 MISC. STEEL WORK TON 5,525.36$ 1.00 5,525.36 20.00 20.00 717.68 717.68 200.00 3,065.50 1,522.18 5,525.36 128.60 128.60

6. M. 2. . 2 CHK'D PLATE M2 -$ 0.00 80.96 0.00 34.45 0.00 0.00 0.00 0.00 0.00 6.17 0.00

6. M. 3. . 3 GALV. STEEL GRATING M2 213.68$ 13.00 2,777.78 0.70 9.10 25.12 326.56 91.00 1,585.87 765.25 2,777.78 4.50 58.50


6. M. 5. . 5 SUS PIPE HANDRAIL(Ø50.8+25.4*1.4t,H:1200) M 99.58$ 21.00 2,091.28 0.00 0.00 10.77 226.17 63.00 1,225.98 576.13 2,091.28 1.93 40.53



6. M. 8. . 8 CURTAIN BOX(190*285) M 154.64$ 76.00 11,752.82 0.00 0.00 7.18 545.68 152.00 7,817.36 3,237.78 11,752.82 1.29 98.04

6. M. 9. . 9 TILE CORNER BEAD(SST) M -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. M.10. . 10 GUARD POST(Ø200,H=1200) EA -$ 0.00 165.33 0.00 71.94 0.00 0.00 0.00 0.00 0.00 14.19 0.00




6. M.14. . 14 STEEL CAGE LADDER( W:400,H:8300) EA -$ 0.00 26.40 0.00 297.84 0.00 0.00 0.00 0.00 0.00 53.37 0.00

6. M.15. . 15 STEEL CAGE LADDER ( W:400,H:6700) EA -$ 0.00 21.60 0.00 240.42 0.00 0.00 0.00 0.00 0.00 43.08 0.00

6. M.16. . 16 STEEL CAGE LADDER ( W:400,H:8600) EA 1,458.42$ 1.00 1,458.42 27.60 27.60 308.60 308.60 86.00 634.44 401.78 1,458.42 55.30 55.30

6. M.17. . 17 AL SHEET CANOPY(3T,3000*1500*H500) EA -$ 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Sub Total 23,605.66 56.70 2,124.69 592.00 14,329.15 6,503.12 23,605.66 380.97






6. N. 5. . 5 SEPTIC TANK EA -$ 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


& ROOF WATERPROOFINGLOT -$ 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00



6. N. 8. . 8 CHEMICAL ANCHOR EA 28.56$ 148.00 4,226.47 16.57 2,452.36 3.32 491.36 71.04 47.36 1,164.35 4,226.47 0.67 99.16

Sub Total 4,226.47 2,452.36 491.36 71.04 47.36 1,164.35 4,226.47 99.16

TOTAL 506,869.33 137,149.40 85,358.60 2,039.02 142,684.94 139,637.37 506,869.33 15,129.42

Página 239


SUBJECT : BUILDING & STRUCTURE WORK - WAREHOUSE Rev: 2: May 25, 2009 PRICE UNIT : USD

TOTAL COST



6. A. 1. . 1 BATTER BOARD M2 -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00







6. A. 6. . 6 LINE MARKING M2 -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00



6. A. 9. . 9 SITE CLEANING M2 -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Sub Total 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. B. 1. . 1 EXCAVATION M3 6.90$ 1,557.00 10,745.19 0.00 0.00 2.11 3,285.27 0.00 4,499.73 2,960.19 10,745.19 0.48 747.36

6. B. 2. . 2 BACK FILLING M3 17.05$ 1,701.00 28,995.25 0.00 0.00 5.85 9,950.85 272.16 10,784.34 7,987.90 28,995.25 1.31 2,228.31

6. B. 3. . 3 DISPOSAL M3 5.52$ 78.00 430.64 0.00 0.00 0.74 57.72 0.00 254.28 118.64 430.64 0.15 11.70

6. B. 4. . 4 VAPOR BARRIER M2 2.18$ 660.00 1,439.32 0.50 330.00 1.07 706.20 0.00 6.60 396.52 1,439.32 0.23 151.80

Sub Total 41,610.40 330.00 14,000.04 272.16 15,544.95 11,463.25 41,610.40 3,139.17



6. C. 1. 1. 1.1 LEAN CONCRETE F'c = 10MPa M3 134.88$ 37.00 4,990.46 70.98 2,626.26 24.90 921.30 0.00 68.08 1,374.82 4,990.46 5.33 197.21

6. C. 1. 2. 1.2 REINF. CONCRETE F'c = 21MPa M3 171.44$ 222.00 38,059.68 81.05 17,993.10 26.04 5,780.88 0.00 3,800.64 10,485.06 38,059.68 5.60 1,243.20



6. C. 2. 1. 2.1 HIGH STRENGTH REINFORCING BAR GRADE 60 TON 1.53$ 27.00 41.37 0.64 17.28 0.31 8.37 1.35 2.97 11.40 41.37 0.07 1.89


6. C. 3. 1. 3.1 FORM (4 TIMES) M2 52.01$ 341.00 17,734.58 0.01 3.41 14.61 4,982.01 317.13 7,546.33 4,885.70 17,734.58 3.10 1,057.10

6. C. 3. 2. 3.2 FORM (3 TIMES) M2 -$ 0.00 0.01 0.00 14.61 0.00 0.00 0.00 0.00 0.00 3.10 0.00

6. C. 4. . 4 WATER STOP (PVC) M -$ 0.00 10.61 0.00 9.10 0.00 0.00 0.00 0.00 0.00 1.88 0.00

Sub Total 60,826.09 20,640.05 11,692.56 318.48 11,418.02 16,756.98 60,826.09 2,499.40



6. D. 2. . 2.00 STEEL PLATE TON 0.00 12.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. D. 4. . 4.00 STRUCTURAL STEEL ERECTION TON 1,160.87 92.00 106,799.78 0.00 0.00 310.96 28,608.32 770.96 47,998.24 29,422.26 106,799.78 53.94 4,962.48

6. D. 5. . 5.00 ANCHOR BOLT TON 10,356.56 3.50 36,247.96 0.00 0.00 6,507.96 22,777.86 700.00 2,784.15 9,985.95 36,247.96 359.80 1,259.30

REMARKS2.WAREHOUSE

NO ITEM UNITUNIT

PRICECódigo Cosapi



INDIRECT COST

($)

( E )


MATERIAL

COST ($) ( C )

Página 240



TOTAL COST


REMARKS2.WAREHOUSE

NO ITEM UNITUNIT

PRICECódigo Cosapi



INDIRECT COST

($)

( E )


MATERIAL

COST ($) ( C )


6. D. 7. . 7.00 NON-SHRINKAGE GROUT M3 3,251.40 0.15 487.71 0.00 0.00 2,243.51 336.53 16.20 0.62 134.36 487.71 240.00 36.00

6. D. 8. . 8.00 DECK PLATE M2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00



6. D.11. . 11.00 ZINC PLATE STAMP M2 0.00 50.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Sub Total 143,535.45 0.00 51,722.71 1,487.16 50,783.01 39,542.57 143,535.45 6,257.78


6. E. 1. . 1 THK100 CEMENT BRICK M2 -$ 0.00 14.12 0.00 8.32 0.00 0.00 0.00 0.00 0.00 1.71 0.00




6. E. 5. . 5 THK 200 REINF CONC BLOCK M2 133.79$ 402.00 53,782.36 43.59 17,523.18 35.01 14,074.02 1,821.06 5,547.60 14,816.50 53,782.36 7.41 2,978.82

6. E. 6. . 6 P.C LINTEL (W:200 * H:400 ) M 46.57$ 9.00 419.12 20.51 184.59 11.17 100.53 0.00 18.54 115.46 419.12 2.31 20.79

Sub Total 58,386.18 19,570.41 15,290.73 1,821.06 5,619.18 16,084.80 58,386.18 3,228.93


6. F. 1. . 1 CEMENT PLASTER(EXT. WALL) M2 15.85$ 138.00 2,186.64 1.28 176.64 8.17 1,127.46 0.00 280.14 602.40 2,186.64 1.67 230.46

6. F. 2. . 2 CEMENT PLASTER(INT. WALL) M2 11.79$ 712.00 8,392.54 1.28 911.36 6.81 4,848.72 0.00 320.40 2,312.06 8,392.54 1.39 989.68

6. F. 3. . 3 CEMENT MORTAR(FLOOR) M2 16.20$ 9.00 145.84 3.24 29.16 6.47 58.23 0.00 18.27 40.18 145.84 1.33 11.97

6. F. 4. . 4 STEEL TROWEL FINISH M2 4.20$ 25.00 104.90 0.00 0.00 3.03 75.75 0.00 0.25 28.90 104.90 0.61 15.25



6. F. 7. . 7 AROUND WINDOW URATANFORM M 6.93$ 322.00 2,231.08 0.66 212.52 4.09 1,316.98 0.00 86.94 614.64 2,231.08 0.83 267.26

Sub Total 13,449.01 1,366.64 7,656.18 0.00 721.12 3,705.07 13,449.01 1,561.10


6. G. 1. . 1 LATEX PAINT (INT.WALL ) M2 6.71$ 679.00 4,554.72 1.90 1,290.10 2.94 1,996.26 0.00 13.58 1,254.78 4,554.72 0.60 407.40

6. G. 2. . 2 LATEX PAINT (EXT.WALL) M2 8.59$ 138.00 1,184.75 2.26 311.88 3.68 507.84 0.00 38.64 326.39 1,184.75 0.75 103.50

6. G. 3. . 3 LATEX PAINT (METAL STUD WALL) M2 -$ 0.00 2.26 0.00 3.68 0.00 0.00 0.00 0.00 0.00 0.75 0.00

6. G. 4. . 4 LATEX PAINT (INT.CEILING ) M2 -$ 0.00 1.90 0.00 3.68 0.00 0.00 0.00 0.00 0.00 0.75 0.00




6. G. 8. . 8 EPOXY PAINT (METAL STUD SKIRT ) M2 -$ 0.00 5.67 0.00 3.68 0.00 0.00 0.00 0.00 0.00 0.75 0.00





Página 241



TOTAL COST


REMARKS2.WAREHOUSE

NO ITEM UNITUNIT

PRICECódigo Cosapi



INDIRECT COST

($)

( E )


MATERIAL

COST ($) ( C )

6. G.13. . 13 HARDENER(FLOOR) M2 14.60$ 498.00 7,272.28 4.34 2,161.32 6.20 3,087.60 0.00 19.92 2,003.44 7,272.28 1.30 647.40

Sub Total 19,987.25 6,850.66 7,532.84 0.00 97.46 5,506.29 19,987.25 1,579.76

Página 242



TOTAL COST


REMARKS2.WAREHOUSE

NO ITEM UNITUNIT

PRICECódigo Cosapi



INDIRECT COST

($)

( E )


MATERIAL

COST ($) ( C )


6. H. 1. . 1 ROOF WATER PROOFING SYSTEM (HORIZONTAL) M2 -$ 0.00 7.02 0.00 4.68 0.00 0.00 0.00 0.00 0.00 1.01 0.00

6. H. 2. . 2 ROOF WATER PROOFING SYSTEM (VERTICAL) M2 -$ 0.00 7.02 0.00 7.02 0.00 0.00 0.00 0.00 0.00 1.51 0.00

6. H. 3. . 3 RIGID INSULATION M2 -$ 0.00 6.38 0.00 1.60 0.00 0.00 0.00 0.00 0.00 0.33 0.00

6. H. 4. . 4 VAPOR BARRIER (PE FILM) M2 -$ 0.00 0.50 0.00 1.07 0.00 0.00 0.00 0.00 0.00 0.23 0.00

6. H. 5. . 5 PLAIN CONCRETE M3 -$ 0.00 107.00 0.00 38.11 0.00 0.00 0.00 0.00 0.00 8.33 0.00

6. H. 6. . 6 WELED WIRE MESH M2 -$ 0.00 1.95 0.00 0.59 0.00 0.00 0.00 0.00 0.00 0.13 0.00



Sub Total 515.77 274.32 99.36 0.00 0.00 142.09 515.77 20.25



6. I. 2. . 2 CERAMIC TILE(WALL) M2 28.02$ 35.00 980.66 8.92 312.20 11.33 396.55 0.00 1.75 270.16 980.66 2.32 81.20

Sub Total 1,234.62 401.40 490.95 0.00 2.15 340.12 1,234.62 100.50


6. J. 1. . 1 SUSPENDED CEILING W/ ACOUSTIC TILE M2 46.96$ 24.00 1,126.94 27.50 660.00 6.47 155.28 0.00 1.20 310.46 1,126.94 1.38 33.12



SIDE)M2 -$ 0.00 2.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


SIDE)M2 -$ 0.00 2.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. J. 4. . 5 TOILET CUBICLE M2 183.88$ 16.00 2,942.02 120.00 1,920.00 13.11 209.76 0.00 1.76 810.50 2,942.02 2.78 44.48

6. J. 5. . 6 ACCESS FLOOR M2 -$ 0.00 150.00 0.00 10.85 0.00 0.00 0.00 0.00 0.00 2.25 0.00

6. J. 6. . 7 VINYL COMPOSITION TILE M2 27.87$ 24.00 668.81 17.22 413.28 2.96 71.04 0.00 0.24 184.25 668.81 0.60 14.40

6. J. 7. . 8 VINYL SKIRTING (H:100) M2 28.90$ 4.00 115.61 17.22 68.88 3.70 14.80 0.00 0.08 31.85 115.61 0.75 3.00

Sub Total 5,120.71 3,197.16 509.11 0.00 3.73 1,410.71 5,120.71 107.42


6. K. 1. . 1 THERMAL INSULATED METAL PANEL (ROOF) M2 75.42$ 607.00 45,777.80 41.62 25,263.34 7.68 4,661.76 0.00 3,241.38 12,611.32 45,777.80 1.62 983.34

6. K. 2. . 2 THERMAL INSULATED METAL PANEL (WALL) M2 78.33$ 554.00 43,394.15 43.73 24,226.42 7.68 4,254.72 0.00 2,958.36 11,954.65 43,394.15 1.62 897.48



6. K. 5. . 5 PANEL CANOPY(1700*1600) EA -$ 0.00 5.71 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K. 6. . 6 PANEL CANOPY(1500*1200) EA 82.82$ 4.00 331.26 3.78 15.12 0.00 0.00 0.00 224.88 91.26 331.26 0.00 0.00

6. K. 7. . 7 PANEL CANOPY(2600*1500) EA 179.43$ 2.00 358.86 8.19 16.38 0.00 0.00 0.00 243.62 98.86 358.86 0.00 0.00

6. K. 8. . 8 PANEL CANOPY(4200*1800) EA 347.82$ 1.00 347.82 15.88 15.88 0.00 0.00 0.00 236.12 95.82 347.82 0.00 0.00

6. K. 9. . 9 PANEL CANOPY(4600*2000) EA -$ 0.00 19.32 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Página 243



TOTAL COST


REMARKS2.WAREHOUSE

NO ITEM UNITUNIT

PRICECódigo Cosapi



INDIRECT COST

($)

( E )


MATERIAL

COST ($) ( C )

6. K.10. . 10 PANEL CANOPY(6000*1800) EA 496.89$ 2.00 993.77 22.68 45.36 0.00 0.00 0.00 674.64 273.77 993.77 0.00 0.00

6. K.11. . 11 GUTTER(250*200) M -$ 0.00 8.00 0.00 4.80 0.00 0.00 0.00 0.00 0.00 1.00 0.00



6. K.14. . 14 ROOF DRAIN DIA.150 EA -$ 0.00 245.00 0.00 30.01 0.00 0.00 0.00 0.00 0.00 6.25 0.00

6. K.15. . 15 LEADER HEAD (300*300*250) EA -$ 0.00 256.00 0.00 30.01 0.00 0.00 0.00 0.00 0.00 6.25 0.00

6. K.16. . 16 DOWN SPOUT DIA.75 M -$ 0.00 2.63 0.00 8.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K.17. . 17 DOWN SPOUT DIA.150 M -$ 0.00 6.09 0.00 8.00 0.00 0.00 0.00 0.00 0.00 1.67 0.00

6. K.18. . 18 DOWN SPOUT DIA.100 M -$ 0.00 3.78 0.00 8.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K.19. . 19 SPLASH BLOCK (CON'C 300*450*150) EA -$ 0.00 25.00 0.00 3.60 0.00 0.00 0.00 0.00 0.00 0.75 0.00

6. K.20. . 20 VENTILATOR (Ø800~1000) EA -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K.21. . 21 FLASHING M 21.64$ 586.00 12,682.34 7.00 4,102.00 5.12 3,000.32 0.00 2,086.16 3,493.86 12,682.34 1.08 632.88

Sub Total 103,886.00 53,684.50 11,916.80 0.00 9,665.16 28,619.54 103,886.00 2,513.70




6. L. 1. 1. a a) 0.9*2.2 EA -$ 0.00 69.64 0.00 28.27 0.00 0.00 0.00 0.00 0.00 6.09 0.00

6. L. 1. 1. b b) 1.0*2.2 EA 761.30$ 8.00 6,090.41 69.78 558.24 28.37 226.96 0.00 3,627.36 1,677.85 6,090.41 6.11 48.88

6. L. 1. 1. c c) 1.8*2.2 EA -$ 0.00 123.08 0.00 52.38 0.00 0.00 0.00 0.00 0.00 11.28 0.00

6. L. 1. 1. d d) 1.8*3.0 EA -$ 0.00 138.05 0.00 100.22 0.00 0.00 0.00 0.00 0.00 21.57 0.00

6. L. 1. 1. e e) 2.0*2.2 EA 1,423.03$ 2.00 2,846.06 124.16 248.32 52.57 105.14 0.00 1,708.54 784.06 2,846.06 11.32 22.64

6. L. 1. 1. f f) 2.4*3.0 EA -$ 0.00 153.58 0.00 100.98 0.00 0.00 0.00 0.00 0.00 21.73 0.00

6. L. 1. 1. g g) 1.6*3.0 EA 1,660.93$ 1.00 1,660.93 147.65 147.65 100.22 100.22 0.00 955.49 457.57 1,660.93 21.57 21.57

6. L. 1. 1. h h) 2.0*3.0 EA -$ 0.00 150.61 0.00 100.60 0.00 0.00 0.00 0.00 0.00 21.65 0.00

6. L. 1. 1. i i) 3.75*3.0 EA -$ 0.00 162.43 0.00 195.51 0.00 0.00 0.00 0.00 0.00 42.06 0.00

6. L. 1. 2. 1.2 FIRE STEEL DOOR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 2. a a) 0.9*2.2 EA -$ 0.00 197.97 0.00 51.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 2. b b) 1.0*2.2 EA -$ 0.00 198.11 0.00 51.62 0.00 0.00 0.00 0.00 0.00 11.11 0.00

6. L. 1. 2. c c) 1.8*2.3 EA -$ 0.00 235.02 0.00 99.08 0.00 0.00 0.00 0.00 0.00 21.32 0.00

6. L. 1. 3. 1.3 WOODEN DOOR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 3. a a) 0.9*2.2 EA -$ 0.00 28.17 0.00 23.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 1. 4. a a) 1.85*3.0 EA -$ 0.00 133.81 0.00 100.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 4. b b) 2.0*3.0 EA -$ 0.00 133.95 0.00 100.60 0.00 0.00 0.00 0.00 0.00 21.65 0.00

6. L. 1. 4. c c) 3.9*3.0 EA -$ 0.00 144.77 0.00 102.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 1. 5. a a) 3.0*4.5 EA 2,682.27$ 1.00 2,682.27 30.00 30.00 0.00 0.00 0.00 1,913.33 738.94 2,682.27 0.00 0.00

Página 244



TOTAL COST


REMARKS2.WAREHOUSE

NO ITEM UNITUNIT

PRICECódigo Cosapi



INDIRECT COST

($)

( E )


MATERIAL

COST ($) ( C )

6. L. 1. 5. b b) 4.0*4.5 EA -$ 0.00 44.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 5. c c) 5.0*4.5 EA 4,454.50$ 2.00 8,909.00 54.00 108.00 0.00 0.00 0.00 6,346.66 2,454.34 8,909.00 0.00 0.00

6. L. 2. . 2 WINDOW WORK 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 2. 1. a a) 0.9*0.6 EA 69.99$ 2.00 139.98 1.08 2.16 0.00 0.00 0.00 99.26 38.56 139.98 0.00 0.00

6. L. 2. 1. b b) 1.2*0.6 EA 92.04$ 2.00 184.07 0.00 0.00 0.00 0.00 0.00 133.36 50.71 184.07 0.00 0.00

6. L. 2. 1. c c) 1.5*1.2 EA 231.47$ 2.00 462.93 3.60 7.20 0.00 0.00 0.00 328.20 127.53 462.93 0.00 0.00

6. L. 2. 1. d d) 2.0*1.2 EA -$ 0.00 4.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. e e) 3.0*0.6 EA -$ 0.00 3.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. f f) 3.0*1.0 EA -$ 0.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. g g) 3.0*1.2 EA 462.93$ 12.00 5,555.20 7.20 86.40 0.00 0.00 0.00 3,938.40 1,530.40 5,555.20 0.00 0.00

6. L. 2. 1. h h) 3.25*0.6 EA -$ 0.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. i i) 3.25*1.2 EA -$ 0.00 8.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. j j) 3.25*1.8 EA -$ 0.00 11.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. k k) 3.25*2.4 EA -$ 0.00 15.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. l l) 3.35*1.8 EA -$ 0.00 11.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. m m) 3.5*1.0 EA -$ 0.00 7.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. n n) 4.0*1.0 EA -$ 0.00 8.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. o o) 4.0*1.2 EA 617.24$ 16.00 9,875.91 9.60 153.60 0.00 0.00 0.00 7,001.60 2,720.71 9,875.91 0.00 0.00

6. L. 2. 1. p p) 5.0*1.0 EA -$ 0.00 10.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. q q) 6.0*1.0 EA -$ 0.00 12.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. r r) 9.0*1.0 EA -$ 0.00 36.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. s s) 10.0*1.0 EA -$ 0.00 20.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 2. 2. a a) 4.5*1.0 EA -$ 0.00 9.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 2. 3. a a) 3.0*1.0 EA -$ 0.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 2. 4. a a) 1.0*1.2 EA -$ 0.00 2.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 2. 5. a a) 3.5*1.2 EA -$ 0.00 8.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 5. b b) 8*1.2 EA -$ 0.00 19.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 5. c c) 6.0*1.2 EA -$ 0.00 14.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 2. 6. a a) 0.6*0.6 EA -$ 0.00 0.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 2. 7. a a) 2.0*2.0 EA -$ 0.00 8.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Página 245



TOTAL COST


REMARKS2.WAREHOUSE

NO ITEM UNITUNIT

PRICECódigo Cosapi



INDIRECT COST

($)

( E )


MATERIAL

COST ($) ( C )

Sub Total 38,406.76 1,341.57 432.32 0.00 26,052.20 10,580.67 38,406.76 93.09


6. M. 1. . 1 MISC. STEEL WORK TON -$ 0.00 20.00 0.00 717.68 0.00 0.00 0.00 0.00 0.00 128.60 0.00

6. M. 2. . 2 CHK'D PLATE M2 -$ 0.00 80.96 0.00 34.45 0.00 0.00 0.00 0.00 0.00 6.17 0.00

6. M. 3. . 3 GALV. STEEL GRATING M2 -$ 0.00 0.70 0.00 25.12 0.00 0.00 0.00 0.00 0.00 4.50 0.00


6. M. 5. . 5 SUS PIPE HANDRAIL(Ø50.8+25.4*1.4t,H:1200) M -$ 0.00 0.00 0.00 10.77 0.00 0.00 0.00 0.00 0.00 1.93 0.00



6. M. 8. . 8 CURTAIN BOX(190*285) M 154.64$ 2.00 309.28 0.00 0.00 7.18 14.36 4.00 205.72 85.20 309.28 1.29 2.58


6. M.10. . 10 GUARD POST(Ø200,H=1200) EA 362.81$ 8.00 2,902.49 165.33 1,322.64 71.94 575.52 83.20 121.52 799.61 2,902.49 14.19 113.52







6. M.17. . 17 AL SHEET CANOPY(3T,3000*1500*H500) EA -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Sub Total 5,819.01 1,371.84 1,138.90 240.20 1,464.99 1,603.08 5,819.01 214.48


6. N. 1. . 1 ISOLATION JOINT (EXPANSION JOINT) THK. 12 mm,H200 M 29.07$ 117.00 3,400.95 8.08 945.36 12.36 1,446.12 26.91 45.63 936.93 3,400.95 2.57 300.69




6. N. 5. . 5 SEPTIC TANK EA -$ 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


& ROOF WATERPROOFINGLOT -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00



6. N. 8. . 8 CHEMICAL ANCHOR EA -$ 0.00 16.57 0.00 3.32 0.00 0.00 0.00 0.00 0.00 0.67 0.00

Sub Total 3,400.95 945.36 1,446.12 26.91 45.63 936.93 3,400.95 300.69

TOTAL 496,178.20 109,973.91 123,928.62 4,165.97 121,417.60 136,692.10 496,178.20 21,616.27

Página 246


SUBJECT : BUILDING & STRUCTURE WORK - WATHER TREATMENT BUILDING Rev: 2: May 25, 2009 PRICE UNIT : USD

TOTAL COST



6. A. 1. . 1 BATTER BOARD M2 -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00







6. A. 6. . 6 LINE MARKING M2 -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00



6. A. 9. . 9 SITE CLEANING M2 -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Sub Total 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. B. 1. . 1 EXCAVATION M3 6.90$ 1,662.00 11,469.82 0.00 0.00 2.11 3,506.82 0.00 4,803.18 3,159.82 11,469.82 0.48 797.76

6. B. 2. . 2 BACK FILLING M3 17.05$ 1,783.00 30,393.02 0.00 0.00 5.85 10,430.55 285.28 11,304.22 8,372.97 30,393.02 1.31 2,335.73

6. B. 3. . 3 DISPOSAL M3 5.52$ 112.00 618.35 0.00 0.00 0.74 82.88 0.00 365.12 170.35 618.35 0.15 16.80

6. B. 4. . 4 VAPOR BARRIER M2 2.18$ 724.00 1,578.89 0.50 362.00 1.07 774.68 0.00 7.24 434.97 1,578.89 0.23 166.52

Sub Total 44,060.08 362.00 14,794.93 285.28 16,479.76 12,138.11 44,060.08 3,316.81









6. C. 3. 1. 3.1 FORM (4 TIMES) M2 52.01$ 307.00 15,966.32 0.01 3.07 14.61 4,485.27 285.51 6,793.91 4,398.56 15,966.32 3.10 951.70

6. C. 3. 2. 3.2 FORM (3 TIMES) M2 -$ 0.00 0.01 0.00 14.61 0.00 0.00 0.00 0.00 0.00 3.10 0.00

6. C. 4. . 4 WATER STOP (PVC) M -$ 0.00 10.61 0.00 9.10 0.00 0.00 0.00 0.00 0.00 1.88 0.00

Sub Total 57,305.33 19,818.50 10,933.97 286.81 10,479.01 15,787.04 57,305.33 2,337.66



6. D. 2. . 2.00 STEEL PLATE TON 0.00 11.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00



6. D. 5. . 5.00 ANCHOR BOLT TON 10,356.56 3.40 35,212.29 0.00 0.00 6,507.96 22,127.06 680.00 2,704.60 9,700.63 35,212.29 359.80 1,223.32

NO ITEM UNITUNIT

PRICE


MATERIAL

COST ($) ( C )




INDIRECT COST

($)

( E )

3. WATER TREATMENT

BUILDING

Página 247



TOTAL COST


NO ITEM UNITUNIT

PRICE


MATERIAL

COST ($) ( C )




INDIRECT COST

($)

( E )

3. WATER TREATMENT

BUILDING


6. D. 7. . 7.00 NON-SHRINKAGE GROUT M3 3,251.38 0.50 1,625.69 0.00 0.00 2,243.51 1,121.76 54.00 2.07 447.86 1,625.69 240.00 120.00

6. D. 8. . 8.00 DECK PLATE M2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00




Sub Total 127,385.62 0.00 47,503.70 1,387.64 43,400.83 35,093.45 127,385.62 5,550.64





6. E. 4. . 4 EXT. MASONRY CAVITY WALL SYSTEM M2 56.08$ 22.00 1,233.74 26.54 583.88 13.64 300.08 0.00 9.90 339.88 1,233.74 2.83 62.26

6. E. 5. . 5 THK 200 REINF CONC BLOCK M2 133.79$ 142.00 18,997.75 43.59 6,189.78 35.01 4,971.42 643.26 1,959.60 5,233.69 18,997.75 7.41 1,052.22

6. E. 6. . 6 P.C LINTEL (W:200 * H:400 ) M 46.57$ 12.00 558.83 20.51 246.12 11.17 134.04 0.00 24.72 153.95 558.83 2.31 27.72

Sub Total 28,515.93 10,458.50 7,466.18 643.26 2,092.14 7,855.85 28,515.93 1,565.56


6. F. 1. . 1 CEMENT PLASTER(EXT. WALL) M2 15.85$ 154.00 2,440.16 1.28 197.12 8.17 1,258.18 0.00 312.62 672.24 2,440.16 1.67 257.18



6. F. 4. . 4 STEEL TROWEL FINISH M2 4.20$ 535.00 2,244.83 0.00 0.00 3.03 1,621.05 0.00 5.35 618.43 2,244.83 0.61 326.35



6. F. 7. . 7 AROUND WINDOW URATANFORM M 6.93$ 270.00 1,870.78 0.66 178.20 4.09 1,104.30 0.00 72.90 515.38 1,870.78 0.83 224.10

Sub Total 11,766.11 968.88 6,936.16 0.00 619.62 3,241.45 11,766.11 1,410.32


6. G. 1. . 1 LATEX PAINT (INT.WALL ) M2 6.71$ 354.00 2,374.63 1.90 672.60 2.94 1,040.76 0.00 7.08 654.19 2,374.63 0.60 212.40












Página 248



TOTAL COST


NO ITEM UNITUNIT

PRICE


MATERIAL

COST ($) ( C )




INDIRECT COST

($)

( E )

3. WATER TREATMENT

BUILDING


Sub Total 11,385.01 4,433.62 3,737.05 0.00 77.88 3,136.46 11,385.01 789.93

Página 249



TOTAL COST


NO ITEM UNITUNIT

PRICE


MATERIAL

COST ($) ( C )




INDIRECT COST

($)

( E )

3. WATER TREATMENT

BUILDING








6. H. 7. . 7 LIQUID WATER PROOF(FOR TOILET,SHOWER ROOM) M2 19.10$ 100.00 1,910.26 10.16 1,016.00 3.68 368.00 0.00 0.00 526.26 1,910.26 0.75 75.00


Sub Total 1,910.26 1,016.00 368.00 0.00 0.00 526.26 1,910.26 75.00



6. I. 2. . 2 CERAMIC TILE(WALL) M2 28.02$ 38.00 1,064.72 8.92 338.96 11.33 430.54 0.00 1.90 293.32 1,064.72 2.32 88.16

Sub Total 1,318.68 428.16 524.94 0.00 2.30 363.28 1,318.68 107.46


6. J. 1. . 1 SUSPENDED CEILING W/ ACOUSTIC TILE M2 46.96$ 110.00 5,165.15 27.50 3,025.00 6.47 711.70 0.00 5.50 1,422.95 5,165.15 1.38 151.80



SIDE)M2 67.67$ 142.00 9,609.61 2.10 298.20 0.00 0.00 0.00 6,664.06 2,647.35 9,609.61 0.00 0.00


SIDE)M2 -$ 0.00 2.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. J. 4. . 5 TOILET CUBICLE M2 183.88$ 4.00 735.50 120.00 480.00 13.11 52.44 0.00 0.44 202.62 735.50 2.78 11.12

6. J. 5. . 6 ACCESS FLOOR M2 222.08$ 37.00 8,217.00 150.00 5,550.00 10.85 401.45 0.00 1.85 2,263.70 8,217.00 2.25 83.25

6. J. 6. . 7 VINYL COMPOSITION TILE M2 -$ 0.00 17.22 0.00 2.96 0.00 0.00 0.00 0.00 0.00 0.60 0.00

6. J. 7. . 8 VINYL SKIRTING (H:100) M2 -$ 0.00 17.22 0.00 3.70 0.00 0.00 0.00 0.00 0.00 0.75 0.00

Sub Total 24,024.29 9,503.20 1,230.29 0.00 6,672.35 6,618.45 24,024.29 259.97


6. K. 1. . 1 THERMAL INSULATED METAL PANEL (ROOF) M2 75.42$ 742.00 55,959.03 41.62 30,882.04 7.68 5,698.56 0.00 3,962.28 15,416.15 55,959.03 1.62 1,202.04




6. K. 5. . 5 PANEL CANOPY(1700*1600) EA 125.13$ 1.00 125.13 5.71 5.71 0.00 0.00 0.00 84.95 34.47 125.13 0.00 0.00

6. K. 6. . 6 PANEL CANOPY(1500*1200) EA -$ 0.00 3.78 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K. 7. . 7 PANEL CANOPY(2600*1500) EA -$ 0.00 8.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K. 8. . 8 PANEL CANOPY(4200*1800) EA -$ 0.00 15.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K. 9. . 9 PANEL CANOPY(4600*2000) EA 423.28$ 1.00 423.28 19.32 19.32 0.00 0.00 0.00 287.35 116.61 423.28 0.00 0.00

Página 250



TOTAL COST


NO ITEM UNITUNIT

PRICE


MATERIAL

COST ($) ( C )




INDIRECT COST

($)

( E )

3. WATER TREATMENT

BUILDING

6. K.10. . 10 PANEL CANOPY(6000*1800) EA -$ 0.00 22.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K.11. . 11 GUTTER(250*200) M 17.72$ 72.00 1,276.01 8.00 576.00 4.80 345.60 0.00 2.88 351.53 1,276.01 1.00 72.00



6. K.14. . 14 ROOF DRAIN DIA.150 EA 379.94$ 8.00 3,039.52 245.00 1,960.00 30.01 240.08 0.00 2.08 837.36 3,039.52 6.25 50.00

6. K.15. . 15 LEADER HEAD (300*300*250) EA 395.12$ 8.00 3,160.98 256.00 2,048.00 30.01 240.08 0.00 2.08 870.82 3,160.98 6.25 50.00

6. K.16. . 16 DOWN SPOUT DIA.75 M -$ 0.00 2.63 0.00 8.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K.17. . 17 DOWN SPOUT DIA.150 M 20.92$ 58.00 1,213.62 6.09 353.22 8.00 464.00 0.00 62.06 334.34 1,213.62 1.67 96.86

6. K.18. . 18 DOWN SPOUT DIA.100 M -$ 0.00 3.78 0.00 8.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. K.20. . 20 VENTILATOR (Ø800~1000) EA -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K.21. . 21 FLASHING M 21.64$ 564.00 12,206.21 7.00 3,948.00 5.12 2,887.68 0.00 2,007.84 3,362.69 12,206.21 1.08 609.12

Sub Total 124,469.25 66,104.18 14,496.24 0.00 9,578.80 34,290.03 124,469.25 3,054.68




6. L. 1. 1. a a) 0.9*2.2 EA -$ 0.00 69.64 0.00 28.27 0.00 0.00 0.00 0.00 0.00 6.09 0.00

6. L. 1. 1. b b) 1.0*2.2 EA 761.30$ 2.00 1,522.60 69.78 139.56 28.37 56.74 0.00 906.84 419.46 1,522.60 6.11 12.22

6. L. 1. 1. c c) 1.8*2.2 EA -$ 0.00 123.08 0.00 52.38 0.00 0.00 0.00 0.00 0.00 11.28 0.00

6. L. 1. 1. d d) 1.8*3.0 EA -$ 0.00 138.05 0.00 100.22 0.00 0.00 0.00 0.00 0.00 21.57 0.00

6. L. 1. 1. e e) 2.0*2.2 EA -$ 0.00 124.16 0.00 52.57 0.00 0.00 0.00 0.00 0.00 11.32 0.00

6. L. 1. 1. f f) 2.4*3.0 EA -$ 0.00 153.58 0.00 100.98 0.00 0.00 0.00 0.00 0.00 21.73 0.00

6. L. 1. 1. g g) 1.6*3.0 EA -$ 0.00 147.65 0.00 100.22 0.00 0.00 0.00 0.00 0.00 21.57 0.00

6. L. 1. 1. h h) 2.0*3.0 EA -$ 0.00 150.61 0.00 100.60 0.00 0.00 0.00 0.00 0.00 21.65 0.00

6. L. 1. 1. i i) 3.75*3.0 EA -$ 0.00 162.43 0.00 195.51 0.00 0.00 0.00 0.00 0.00 42.06 0.00

6. L. 1. 2. 1.2 FIRE STEEL DOOR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 2. a a) 0.9*2.2 EA -$ 0.00 197.97 0.00 51.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 2. b b) 1.0*2.2 EA 1,564.38$ 2.00 3,128.76 198.11 396.22 51.62 103.24 0.00 1,767.36 861.94 3,128.76 11.11 22.22

6. L. 1. 2. c c) 1.8*2.3 EA 2,538.12$ 2.00 5,076.23 235.02 470.04 99.08 198.16 0.00 3,009.58 1,398.45 5,076.23 21.32 42.64

6. L. 1. 3. 1.3 WOODEN DOOR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 3. a a) 0.9*2.2 EA -$ 0.00 28.17 0.00 23.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 1. 4. a a) 1.85*3.0 EA -$ 0.00 133.81 0.00 100.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 4. b b) 2.0*3.0 EA -$ 0.00 133.95 0.00 100.60 0.00 0.00 0.00 0.00 0.00 21.65 0.00

6. L. 1. 4. c c) 3.9*3.0 EA -$ 0.00 144.77 0.00 102.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 1. 5. a a) 3.0*4.5 EA -$ 0.00 30.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Página 251



TOTAL COST


NO ITEM UNITUNIT

PRICE


MATERIAL

COST ($) ( C )




INDIRECT COST

($)

( E )

3. WATER TREATMENT

BUILDING

6. L. 1. 5. b b) 4.0*4.5 EA 3,571.14$ 1.00 3,571.14 44.00 44.00 0.00 0.00 0.00 2,543.33 983.81 3,571.14 0.00 0.00

6. L. 1. 5. c c) 5.0*4.5 EA -$ 0.00 54.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. . 2 WINDOW WORK 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 2. 1. a a) 0.9*0.6 EA -$ 0.00 1.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. b b) 1.2*0.6 EA 92.03$ 1.00 92.03 0.00 0.00 0.00 0.00 0.00 66.68 25.35 92.03 0.00 0.00

6. L. 2. 1. c c) 1.5*1.2 EA -$ 0.00 3.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. d d) 2.0*1.2 EA 308.62$ 1.00 308.62 4.80 4.80 0.00 0.00 0.00 218.80 85.02 308.62 0.00 0.00

6. L. 2. 1. e e) 3.0*0.6 EA -$ 0.00 3.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. f f) 3.0*1.0 EA -$ 0.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. g g) 3.0*1.2 EA -$ 0.00 7.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. h h) 3.25*0.6 EA -$ 0.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. i i) 3.25*1.2 EA -$ 0.00 8.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. j j) 3.25*1.8 EA -$ 0.00 11.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. k k) 3.25*2.4 EA -$ 0.00 15.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. l l) 3.35*1.8 EA -$ 0.00 11.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. m m) 3.5*1.0 EA 450.07$ 4.00 1,800.28 7.00 28.00 0.00 0.00 0.00 1,276.32 495.96 1,800.28 0.00 0.00

6. L. 2. 1. n n) 4.0*1.0 EA -$ 0.00 8.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. o o) 4.0*1.2 EA 617.25$ 10.00 6,172.45 9.60 96.00 0.00 0.00 0.00 4,376.00 1,700.45 6,172.45 0.00 0.00

6. L. 2. 1. p p) 5.0*1.0 EA -$ 0.00 10.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. q q) 6.0*1.0 EA 771.56$ 1.00 771.56 12.00 12.00 0.00 0.00 0.00 547.00 212.56 771.56 0.00 0.00

6. L. 2. 1. r r) 9.0*1.0 EA 1,167.69$ 2.00 2,335.37 36.00 72.00 0.00 0.00 0.00 1,620.00 643.37 2,335.37 0.00 0.00

6. L. 2. 1. s s) 10.0*1.0 EA 1,285.93$ 4.00 5,143.72 20.00 80.00 0.00 0.00 0.00 3,646.68 1,417.04 5,143.72 0.00 0.00


6. L. 2. 2. a a) 4.5*1.0 EA -$ 0.00 9.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 2. 3. a a) 3.0*1.0 EA -$ 0.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 2. 4. a a) 1.0*1.2 EA -$ 0.00 2.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 2. 5. a a) 3.5*1.2 EA -$ 0.00 8.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 5. b b) 8*1.2 EA -$ 0.00 19.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 5. c c) 6.0*1.2 EA -$ 0.00 14.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 2. 6. a a) 0.6*0.6 EA -$ 0.00 0.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 2. 7. a a) 2.0*2.0 EA -$ 0.00 8.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Página 252



TOTAL COST


NO ITEM UNITUNIT

PRICE


MATERIAL

COST ($) ( C )




INDIRECT COST

($)

( E )

3. WATER TREATMENT

BUILDING

Sub Total 29,922.76 1,342.62 358.14 0.00 19,978.59 8,243.41 29,922.76 77.08



6. M. 2. . 2 CHK'D PLATE M2 -$ 0.00 80.96 0.00 34.45 0.00 0.00 0.00 0.00 0.00 6.17 0.00






6. M. 8. . 8 CURTAIN BOX(190*285) M 154.64$ 20.00 3,092.85 0.00 0.00 7.18 143.60 40.00 2,057.20 852.05 3,092.85 1.29 25.80

6. M. 9. . 9 TILE CORNER BEAD(SST) M -$ 6.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. M.10. . 10 GUARD POST(Ø200,H=1200) EA 362.81$ 4.00 1,451.24 165.33 661.32 71.94 287.76 41.60 60.76 399.80 1,451.24 14.19 56.76


6. M.12. . 12 GRATING (I-32,GALVANIZED,W=200) M 122.10$ 11.00 1,343.06 0.40 4.40 14.35 157.85 44.00 766.81 370.00 1,343.06 2.57 28.27


6. M.14. . 14 STEEL CAGE LADDER( W:400,H:8300) EA 1,411.15$ 1.00 1,411.15 26.40 26.40 297.84 297.84 83.00 615.15 388.76 1,411.15 53.37 53.37




Sub Total 8,447.12 713.72 1,127.47 275.60 4,003.23 2,327.10 8,447.12 207.28



6. N. 2. . 2 ISOLATION JOINT (EXPANSION JOINT) THK. 50 mm,H200 M 33.64$ 107.00 3,599.11 11.39 1,218.73 12.36 1,322.52 24.61 41.73 991.52 3,599.11 2.57 274.99



6. N. 5. . 5 SEPTIC TANK EA -$ 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00






Sub Total 3,599.11 1,218.73 1,322.52 24.61 41.73 991.52 3,599.11 274.99

TOTAL 474,109.55 116,368.11 110,799.59 2,903.20 113,426.24 130,612.41 474,109.55 19,027.38

Página 253


SUBJECT : BUILDING & STRUCTURE WORK - CO2/H2 SHELTER Rev: 2: May 25, 2009 PRICE UNIT : USD

TOTAL COST



6. A. 1. . 1 BATTER BOARD M2 -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00







6. A. 6. . 6 LINE MARKING M2 -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00



6. A. 9. . 9 SITE CLEANING M2 -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Sub Total 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. B. 1. . 1 EXCAVATION M3 6.90$ 285.00 1,966.85 0.00 0.00 2.11 601.35 0.00 823.65 541.85 1,966.85 0.48 136.80

6. B. 2. . 2 BACK FILLING M3 17.05$ 272.00 4,636.51 0.00 0.00 5.85 1,591.20 43.52 1,724.48 1,277.31 4,636.51 1.31 356.32

6. B. 3. . 3 DISPOSAL M3 5.52$ 49.00 270.53 0.00 0.00 0.74 36.26 0.00 159.74 74.53 270.53 0.15 7.35

6. B. 4. . 4 VAPOR BARRIER M2 2.18$ 47.00 102.50 0.50 23.50 1.07 50.29 0.00 0.47 28.24 102.50 0.23 10.81

Sub Total 6,976.39 23.50 2,279.10 43.52 2,708.34 1,921.93 6,976.39 511.28



6. C. 1. 1. 1.1 LEAN CONCRETE F'c = 10MPa M3 134.88$ 6.00 809.26 70.98 425.88 24.90 149.40 0.00 11.04 222.94 809.26 5.33 31.98

6. C. 1. 2. 1.2 REINF. CONCRETE F'c = 21MPa M3 171.44$ 32.00 5,486.08 81.05 2,593.60 26.04 833.28 0.00 547.84 1,511.36 5,486.08 5.60 179.20





6. C. 3. 1. 3.1 FORM (4 TIMES) M2 52.01$ 120.00 6,240.91 0.01 1.20 14.61 1,753.20 111.60 2,655.60 1,719.31 6,240.91 3.10 372.00

6. C. 3. 2. 3.2 FORM (3 TIMES) M2 -$ 0.00 0.01 0.00 14.61 0.00 0.00 0.00 0.00 0.00 3.10 0.00

6. C. 4. . 4 WATER STOP (PVC) M -$ 0.00 10.61 0.00 9.10 0.00 0.00 0.00 0.00 0.00 1.88 0.00

Sub Total 12,542.38 3,023.24 2,737.12 111.80 3,214.92 3,455.30 12,542.38 583.46



6. D. 2. . 2.00 STEEL PLATE TON 0.00 0.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. D. 4. . 4.00 STRUCTURAL STEEL ERECTION TON 1,160.87 4.80 5,572.17 0.00 0.00 310.96 1,492.61 40.22 2,504.26 1,535.08 5,572.17 53.94 258.91

6. D. 5. . 5.00 ANCHOR BOLT TON 10,356.70 0.10 1,035.67 0.00 0.00 6,507.96 650.80 20.00 79.55 285.32 1,035.67 359.80 35.98

REMARKS4. CO2/H2 SHELTER

NO ITEM UNITUNIT

PRICECódigo Cosapi



INDIRECT COST

($)

( E )


MATERIAL

COST ($) ( C )

Página 254



TOTAL COST



NO ITEM UNITUNIT

PRICECódigo Cosapi



INDIRECT COST

($)

( E )


MATERIAL

COST ($) ( C )

6. D. 6. . 6.00 HIGH STRENGTH BOLT/NUTS EA 0.00 144.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. D. 8. . 8.00 DECK PLATE M2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. D. 9. . 9.00 PAINTING FOR STRUCTURAL STEEL(INDOOR STEEL) M2 0.00 168.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00



Sub Total 6,932.97 0.00 2,367.76 71.02 2,584.22 1,909.97 6,932.97 318.89






6. E. 5. . 5 THK 200 REINF CONC BLOCK M2 133.79$ 34.00 4,548.76 43.59 1,482.06 35.01 1,190.34 154.02 469.20 1,253.14 4,548.76 7.41 251.94

6. E. 6. . 6 P.C LINTEL (W:200 * H:400 ) M -$ 0.00 20.51 0.00 11.17 0.00 0.00 0.00 0.00 0.00 2.31 0.00

Sub Total 4,548.76 1,482.06 1,190.34 154.02 469.20 1,253.14 4,548.76 251.94


6. F. 1. . 1 CEMENT PLASTER(EXT. WALL) M2 15.85$ 46.00 728.88 1.28 58.88 8.17 375.82 0.00 93.38 200.80 728.88 1.67 76.82



6. F. 4. . 4 STEEL TROWEL FINISH M2 -$ 0.00 0.00 0.00 3.03 0.00 0.00 0.00 0.00 0.00 0.61 0.00


6. F. 6. . 6 AROUND DOOR MORTAR M -$ 0.00 0.66 0.00 4.09 0.00 0.00 0.00 0.00 0.00 0.83 0.00

6. F. 7. . 7 AROUND WINDOW URATANFORM M -$ 0.00 0.66 0.00 4.09 0.00 0.00 0.00 0.00 0.00 0.83 0.00

Sub Total 1,235.73 113.92 668.65 0.00 112.73 340.43 1,235.73 136.59













6. G.12. . 12 EPOXY PAINT(FLOOR) M2 13.66$ 47.00 642.23 6.03 283.41 3.82 179.54 0.00 2.35 176.93 642.23 0.83 39.01

Página 255



TOTAL COST



NO ITEM UNITUNIT

PRICECódigo Cosapi



INDIRECT COST

($)

( E )


MATERIAL

COST ($) ( C )

6. G.13. . 13 HARDENER(FLOOR) M2 14.60$ 47.00 686.34 4.34 203.98 6.20 291.40 0.00 1.88 189.08 686.34 1.30 61.10

Sub Total 2,048.49 691.14 774.95 0.00 18.06 564.34 2,048.49 162.15

Página 256



TOTAL COST



NO ITEM UNITUNIT

PRICECódigo Cosapi



INDIRECT COST

($)

( E )


MATERIAL

COST ($) ( C )








6. H. 7. . 7 LIQUID WATER PROOF(FOR TOILET,SHOWER ROOM) M2 -$ 0.00 10.16 0.00 3.68 0.00 0.00 0.00 0.00 0.00 0.75 0.00


Sub Total 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. I. 1. . 1 CERAMIC TILE(FLOOR) M2 -$ 0.00 8.92 0.00 9.44 0.00 0.00 0.00 0.00 0.00 1.93 0.00

6. I. 2. . 2 CERAMIC TILE(WALL) M2 -$ 0.00 8.92 0.00 11.33 0.00 0.00 0.00 0.00 0.00 2.32 0.00

Sub Total 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. J. 1. . 1 SUSPENDED CEILING W/ ACOUSTIC TILE M2 -$ 0.00 27.50 0.00 6.47 0.00 0.00 0.00 0.00 0.00 1.38 0.00

6. J. 2. . 2 SUSPENDED CEILING W/ PVC STRIP M2 -$ 0.00 15.00 0.00 6.47 0.00 0.00 0.00 0.00 0.00 1.38 0.00


SIDE)M2 -$ 0.00 2.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


SIDE)M2 -$ 0.00 2.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. J. 4. . 5 TOILET CUBICLE M2 -$ 0.00 120.00 0.00 13.11 0.00 0.00 0.00 0.00 0.00 2.78 0.00

6. J. 5. . 6 ACCESS FLOOR M2 -$ 0.00 150.00 0.00 10.85 0.00 0.00 0.00 0.00 0.00 2.25 0.00



Sub Total 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. K. 1. . 1 THERMAL INSULATED METAL PANEL (ROOF) M2 75.42$ 60.00 4,524.99 41.62 2,497.20 7.68 460.80 0.00 320.40 1,246.59 4,524.99 1.62 97.20

6. K. 2. . 2 THERMAL INSULATED METAL PANEL (WALL) M2 -$ 0.00 43.73 0.00 7.68 0.00 0.00 0.00 0.00 0.00 1.62 0.00



6. K. 5. . 5 PANEL CANOPY(1700*1600) EA -$ 0.00 5.71 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K. 6. . 6 PANEL CANOPY(1500*1200) EA -$ 0.00 3.78 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K. 7. . 7 PANEL CANOPY(2600*1500) EA -$ 0.00 8.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K. 8. . 8 PANEL CANOPY(4200*1800) EA -$ 0.00 15.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K. 9. . 9 PANEL CANOPY(4600*2000) EA -$ 0.00 19.32 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Página 257



TOTAL COST



NO ITEM UNITUNIT

PRICECódigo Cosapi



INDIRECT COST

($)

( E )


MATERIAL

COST ($) ( C )

6. K.10. . 10 PANEL CANOPY(6000*1800) EA -$ 0.00 22.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K.11. . 11 GUTTER(250*200) M 17.72$ 18.00 319.00 8.00 144.00 4.80 86.40 0.00 0.72 87.88 319.00 1.00 18.00



6. K.14. . 14 ROOF DRAIN DIA.150 EA 379.94$ 4.00 1,519.76 245.00 980.00 30.01 120.04 0.00 1.04 418.68 1,519.76 6.25 25.00

6. K.15. . 15 LEADER HEAD (300*300*250) EA 395.12$ 4.00 1,580.49 256.00 1,024.00 30.01 120.04 0.00 1.04 435.41 1,580.49 6.25 25.00

6. K.16. . 16 DOWN SPOUT DIA.75 M -$ 0.00 2.63 0.00 8.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K.17. . 17 DOWN SPOUT DIA.150 M 20.92$ 22.00 460.34 6.09 133.98 8.00 176.00 0.00 23.54 126.82 460.34 1.67 36.74

6. K.18. . 18 DOWN SPOUT DIA.100 M -$ 0.00 3.78 0.00 8.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. K.20. . 20 VENTILATOR (Ø800~1000) EA -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K.21. . 21 FLASHING M 21.64$ 76.00 1,644.81 7.00 532.00 5.12 389.12 0.00 270.56 453.13 1,644.81 1.08 82.08

Sub Total 10,207.46 5,411.18 1,366.80 0.00 617.42 2,812.06 10,207.46 287.02




6. L. 1. 1. a a) 0.9*2.2 EA -$ 0.00 69.64 0.00 28.27 0.00 0.00 0.00 0.00 0.00 6.09 0.00

6. L. 1. 1. b b) 1.0*2.2 EA -$ 0.00 69.78 0.00 28.37 0.00 0.00 0.00 0.00 0.00 6.11 0.00

6. L. 1. 1. c c) 1.8*2.2 EA -$ 0.00 123.08 0.00 52.38 0.00 0.00 0.00 0.00 0.00 11.28 0.00

6. L. 1. 1. d d) 1.8*3.0 EA -$ 0.00 138.05 0.00 100.22 0.00 0.00 0.00 0.00 0.00 21.57 0.00

6. L. 1. 1. e e) 2.0*2.2 EA -$ 0.00 124.16 0.00 52.57 0.00 0.00 0.00 0.00 0.00 11.32 0.00

6. L. 1. 1. f f) 2.4*3.0 EA -$ 0.00 153.58 0.00 100.98 0.00 0.00 0.00 0.00 0.00 21.73 0.00

6. L. 1. 1. g g) 1.6*3.0 EA -$ 0.00 147.65 0.00 100.22 0.00 0.00 0.00 0.00 0.00 21.57 0.00

6. L. 1. 1. h h) 2.0*3.0 EA -$ 0.00 150.61 0.00 100.60 0.00 0.00 0.00 0.00 0.00 21.65 0.00

6. L. 1. 1. i i) 3.75*3.0 EA -$ 0.00 162.43 0.00 195.51 0.00 0.00 0.00 0.00 0.00 42.06 0.00

6. L. 1. 2. 1.2 FIRE STEEL DOOR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 2. a a) 0.9*2.2 EA -$ 0.00 197.97 0.00 51.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 2. b b) 1.0*2.2 EA -$ 0.00 198.11 0.00 51.62 0.00 0.00 0.00 0.00 0.00 11.11 0.00

6. L. 1. 2. c c) 1.8*2.3 EA -$ 0.00 235.02 0.00 99.08 0.00 0.00 0.00 0.00 0.00 21.32 0.00

6. L. 1. 3. 1.3 WOODEN DOOR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 3. a a) 0.9*2.2 EA -$ 0.00 28.17 0.00 23.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 1. 4. a a) 1.85*3.0 EA -$ 0.00 133.81 0.00 100.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 4. b b) 2.0*3.0 EA -$ 0.00 133.95 0.00 100.60 0.00 0.00 0.00 0.00 0.00 21.65 0.00

6. L. 1. 4. c c) 3.9*3.0 EA -$ 0.00 144.77 0.00 102.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 1. 5. a a) 3.0*4.5 EA -$ 0.00 30.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Página 258



TOTAL COST



NO ITEM UNITUNIT

PRICECódigo Cosapi



INDIRECT COST

($)

( E )


MATERIAL

COST ($) ( C )

6. L. 1. 5. b b) 4.0*4.5 EA -$ 0.00 44.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 5. c c) 5.0*4.5 EA -$ 0.00 54.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. . 2 WINDOW WORK 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 2. 1. a a) 0.9*0.6 EA -$ 0.00 1.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. b b) 1.2*0.6 EA -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. c c) 1.5*1.2 EA -$ 0.00 3.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. d d) 2.0*1.2 EA -$ 0.00 4.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. e e) 3.0*0.6 EA -$ 0.00 3.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. f f) 3.0*1.0 EA -$ 0.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. g g) 3.0*1.2 EA -$ 0.00 7.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. h h) 3.25*0.6 EA -$ 0.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. i i) 3.25*1.2 EA -$ 0.00 8.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. j j) 3.25*1.8 EA -$ 0.00 11.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. k k) 3.25*2.4 EA -$ 0.00 15.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. l l) 3.35*1.8 EA -$ 0.00 11.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. m m) 3.5*1.0 EA -$ 0.00 7.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. n n) 4.0*1.0 EA -$ 0.00 8.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. o o) 4.0*1.2 EA -$ 0.00 9.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. p p) 5.0*1.0 EA -$ 0.00 10.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. q q) 6.0*1.0 EA -$ 0.00 12.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. r r) 9.0*1.0 EA -$ 0.00 36.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. s s) 10.0*1.0 EA -$ 0.00 20.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 2. 2. a a) 4.5*1.0 EA -$ 0.00 9.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 2. 3. a a) 3.0*1.0 EA -$ 0.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 2. 4. a a) 1.0*1.2 EA -$ 0.00 2.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 2. 5. a a) 3.5*1.2 EA -$ 0.00 8.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 5. b b) 8*1.2 EA -$ 0.00 19.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 5. c c) 6.0*1.2 EA -$ 0.00 14.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 2. 6. a a) 0.6*0.6 EA -$ 0.00 0.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 2. 7. a a) 2.0*2.0 EA -$ 0.00 8.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Página 259



TOTAL COST



NO ITEM UNITUNIT

PRICECódigo Cosapi



INDIRECT COST

($)

( E )


MATERIAL

COST ($) ( C )

Sub Total 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00



6. M. 2. . 2 CHK'D PLATE M2 -$ 0.00 80.96 0.00 34.45 0.00 0.00 0.00 0.00 0.00 6.17 0.00






6. M. 8. . 8 CURTAIN BOX(190*285) M -$ 0.00 0.00 0.00 7.18 0.00 0.00 0.00 0.00 0.00 1.29 0.00


6. M.10. . 10 GUARD POST(Ø200,H=1200) EA -$ 0.00 165.33 0.00 71.94 0.00 0.00 0.00 0.00 0.00 14.19 0.00








Sub Total 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. N. 1. . 1 ISOLATION JOINT (EXPANSION JOINT) THK. 12 mm,H200 M 29.07$ 35.00 1,017.38 8.08 282.80 12.36 432.60 8.05 13.65 280.28 1,017.38 2.57 89.95




6. N. 5. . 5 SEPTIC TANK EA -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00






Sub Total 1,017.38 282.80 432.60 8.05 13.65 280.28 1,017.38 89.95

TOTAL 45,509.56 11,027.84 11,817.32 388.41 9,738.54 12,537.45 45,509.56 2,341.28

Página 260


SUBJECT : BUILDING & STRUCTURE WORK - FIRE WATER PUMP BUILDIG Rev: 2: May 25, 2009 PRICE UNIT : USD

TOTAL COST



6. A. 1. . 1 BATTER BOARD M2 -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00







6. A. 6. . 6 LINE MARKING M2 -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00



6. A. 9. . 9 SITE CLEANING M2 -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Sub Total 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. B. 1. . 1 EXCAVATION M3 6.90$ 420.00 2,898.51 0.00 0.00 2.11 886.20 0.00 1,213.80 798.51 2,898.51 0.48 201.60

6. B. 2. . 2 BACK FILLING M3 17.05$ 451.00 7,687.75 0.00 0.00 5.85 2,638.35 72.16 2,859.34 2,117.90 7,687.75 1.31 590.81

6. B. 3. . 3 DISPOSAL M3 5.52$ 27.00 149.07 0.00 0.00 0.74 19.98 0.00 88.02 41.07 149.07 0.15 4.05

6. B. 4. . 4 VAPOR BARRIER M2 2.18$ 102.00 222.44 0.50 51.00 1.07 109.14 0.00 1.02 61.28 222.44 0.23 23.46

Sub Total 10,957.77 51.00 3,653.67 72.16 4,162.18 3,018.76 10,957.77 819.92



6. C. 1. 1. 1.1 LEAN CONCRETE F'c = 10MPa M3 134.88$ 8.00 1,079.02 70.98 567.84 24.90 199.20 0.00 14.72 297.26 1,079.02 5.33 42.64

6. C. 1. 2. 1.2 REINF. CONCRETE F'c = 21MPa M3 171.44$ 99.00 16,972.56 81.05 8,023.95 26.04 2,577.96 0.00 1,694.88 4,675.77 16,972.56 5.60 554.40





6. C. 3. 1. 3.1 FORM (4 TIMES) M2 52.01$ 100.00 5,200.76 0.01 1.00 14.61 1,461.00 93.00 2,213.00 1,432.76 5,200.76 3.10 310.00

6. C. 3. 2. 3.2 FORM (3 TIMES) M2 52.01$ 335.00 17,422.53 0.01 3.35 14.61 4,894.35 311.55 7,413.55 4,799.73 17,422.53 3.10 1,038.50

6. C. 4. . 4 WATER STOP (PVC) M 28.02$ 8.00 224.15 10.61 84.88 9.10 72.80 1.84 2.88 61.75 224.15 1.88 15.04

Sub Total 40,920.47 8,689.98 9,209.65 407.09 11,340.57 11,273.18 40,920.47 1,961.56


6. D. 1. . 1.00 STRUCTURAL STEEL TON 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. D. 2. . 2.00 STEEL PLATE TON 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. D. 3. . 3.00 STRUCTURAL STEEL FABRICATION TON 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. D. 4. . 4.00 STRUCTURAL STEEL ERECTION TON 0.00 0.00 0.00 0.00 310.96 0.00 0.00 0.00 0.00 0.00 53.94 0.00

6. D. 5. . 5.00 ANCHOR BOLT TON 0.00 0.00 0.00 0.00 6,507.96 0.00 0.00 0.00 0.00 0.00 359.80 0.00

NO ITEM UNITUNIT

PRICE


MATERIAL

COST ($) ( C )




INDIRECT COST

($)

( E )

5. FIRE WATER PUMP BUILDING

Página 261



TOTAL COST


NO ITEM UNITUNIT

PRICE


MATERIAL

COST ($) ( C )




INDIRECT COST

($)

( E )


6. D. 6. . 6.00 HIGH STRENGTH BOLT/NUTS EA 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. D. 7. . 7.00 NON-SHRINKAGE GROUT M3 0.00 0.00 0.00 0.00 2,243.51 0.00 0.00 0.00 0.00 0.00 240.00 0.00

6. D. 8. . 8.00 DECK PLATE M2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. D. 9. . 9.00 PAINTING FOR STRUCTURAL STEEL(INDOOR STEEL) M2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00



Sub Total 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. E. 1. . 1 THK100 CEMENT BRICK M2 31.51$ 16.00 504.18 14.12 225.92 8.32 133.12 0.00 6.24 138.90 504.18 1.71 27.36



6. E. 4. . 4 EXT. MASONRY CAVITY WALL SYSTEM M2 56.08$ 170.00 9,533.48 26.54 4,511.80 13.64 2,318.80 0.00 76.50 2,626.38 9,533.48 2.83 481.10


6. E. 6. . 6 P.C LINTEL (W:200 * H:400 ) M 46.57$ 15.00 698.54 20.51 307.65 11.17 167.55 0.00 30.90 192.44 698.54 2.31 34.65

Sub Total 10,736.20 5,045.37 2,619.47 0.00 113.64 2,957.72 10,736.20 543.11


6. F. 1. . 1 CEMENT PLASTER(EXT. WALL) M2 15.85$ 293.00 4,642.64 1.28 375.04 8.17 2,393.81 0.00 594.79 1,279.00 4,642.64 1.67 489.31

6. F. 2. . 2 CEMENT PLASTER(INT. WALL) M2 11.79$ 164.00 1,933.11 1.28 209.92 6.81 1,116.84 0.00 73.80 532.55 1,933.11 1.39 227.96



6. F. 5. . 5 CONCRETE EXPOSED(INT.CEILING) M2 5.42$ 127.00 688.89 0.89 113.03 3.03 384.81 0.00 1.27 189.78 688.89 0.61 77.47


6. F. 7. . 7 AROUND WINDOW URATANFORM M 6.93$ 39.00 270.22 0.66 25.74 4.09 159.51 0.00 10.53 74.44 270.22 0.83 32.37

Sub Total 8,236.02 763.03 4,503.17 0.00 700.89 2,268.93 8,236.02 917.71


6. G. 1. . 1 LATEX PAINT (INT.WALL ) M2 6.71$ 293.00 1,965.44 1.90 556.70 2.94 861.42 0.00 5.86 541.46 1,965.44 0.60 175.80



6. G. 4. . 4 LATEX PAINT (INT.CEILING ) M2 7.91$ 127.00 1,004.42 1.90 241.30 3.68 467.36 0.00 19.05 276.71 1,004.42 0.75 95.25








6. G.12. . 12 EPOXY PAINT(FLOOR) M2 13.66$ 90.00 1,229.80 6.03 542.70 3.82 343.80 0.00 4.50 338.80 1,229.80 0.83 74.70

Página 262



TOTAL COST


NO ITEM UNITUNIT

PRICE


MATERIAL

COST ($) ( C )




INDIRECT COST

($)

( E )



Sub Total 5,656.37 1,735.46 2,287.18 0.00 75.45 1,558.28 5,656.37 471.07

Página 263



TOTAL COST


NO ITEM UNITUNIT

PRICE


MATERIAL

COST ($) ( C )




INDIRECT COST

($)

( E )



6. H. 1. . 1 ROOF WATER PROOFING SYSTEM (HORIZONTAL) M2 17.78$ 90.00 1,599.98 7.02 631.80 4.68 421.20 0.00 106.20 440.78 1,599.98 1.01 90.90


6. H. 3. . 3 RIGID INSULATION M2 11.04$ 90.00 993.77 6.38 574.20 1.60 144.00 0.00 1.80 273.77 993.77 0.33 29.70

6. H. 4. . 4 VAPOR BARRIER (PE FILM) M2 2.18$ 90.00 196.27 0.50 45.00 1.07 96.30 0.00 0.90 54.07 196.27 0.23 20.70

6. H. 5. . 5 PLAIN CONCRETE M3 203.70$ 9.00 1,833.27 107.00 963.00 38.11 342.99 0.00 22.23 505.05 1,833.27 8.33 74.97

6. H. 6. . 6 WELED WIRE MESH M2 3.52$ 90.00 316.77 1.95 175.50 0.59 53.10 0.00 0.90 87.27 316.77 0.13 11.70



Sub Total 5,714.65 2,719.06 1,257.55 0.00 163.71 1,574.33 5,714.65 270.15




Sub Total 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00





SIDE)M2 -$ 0.00 2.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


SIDE)M2 -$ 0.00 2.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. J. 5. . 6 ACCESS FLOOR M2 -$ 0.00 150.00 0.00 10.85 0.00 0.00 0.00 0.00 0.00 2.25 0.00



Sub Total 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00






6. K. 5. . 5 PANEL CANOPY(1700*1600) EA -$ 0.00 5.71 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K. 6. . 6 PANEL CANOPY(1500*1200) EA -$ 0.00 3.78 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K. 7. . 7 PANEL CANOPY(2600*1500) EA -$ 0.00 8.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K. 8. . 8 PANEL CANOPY(4200*1800) EA -$ 0.00 15.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K. 9. . 9 PANEL CANOPY(4600*2000) EA -$ 0.00 19.32 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Página 264



TOTAL COST


NO ITEM UNITUNIT

PRICE


MATERIAL

COST ($) ( C )




INDIRECT COST

($)

( E )


6. K.10. . 10 PANEL CANOPY(6000*1800) EA -$ 0.00 22.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K.11. . 11 GUTTER(250*200) M -$ 0.00 8.00 0.00 4.80 0.00 0.00 0.00 0.00 0.00 1.00 0.00



6. K.14. . 14 ROOF DRAIN DIA.150 EA 379.94$ 2.00 759.88 245.00 490.00 30.01 60.02 0.00 0.52 209.34 759.88 6.25 12.50

6. K.15. . 15 LEADER HEAD (300*300*250) EA 395.12$ 2.00 790.24 256.00 512.00 30.01 60.02 0.00 0.52 217.70 790.24 6.25 12.50

6. K.16. . 16 DOWN SPOUT DIA.75 M -$ 0.00 2.63 0.00 8.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K.17. . 17 DOWN SPOUT DIA.150 M 20.92$ 11.00 230.17 6.09 66.99 8.00 88.00 0.00 11.77 63.41 230.17 1.67 18.37

6. K.18. . 18 DOWN SPOUT DIA.100 M -$ 0.00 3.78 0.00 8.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. K.20. . 20 VENTILATOR (Ø800~1000) EA -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K.21. . 21 FLASHING M -$ 0.00 7.00 0.00 5.12 0.00 0.00 0.00 0.00 0.00 1.08 0.00

Sub Total 1,859.32 1,118.99 215.24 0.00 12.87 512.22 1,859.32 44.87




6. L. 1. 1. a a) 0.9*2.2 EA -$ 0.00 69.64 0.00 28.27 0.00 0.00 0.00 0.00 0.00 6.09 0.00

6. L. 1. 1. b b) 1.0*2.2 EA -$ 0.00 69.78 0.00 28.37 0.00 0.00 0.00 0.00 0.00 6.11 0.00

6. L. 1. 1. c c) 1.8*2.2 EA -$ 0.00 123.08 0.00 52.38 0.00 0.00 0.00 0.00 0.00 11.28 0.00

6. L. 1. 1. d d) 1.8*3.0 EA -$ 0.00 138.05 0.00 100.22 0.00 0.00 0.00 0.00 0.00 21.57 0.00

6. L. 1. 1. e e) 2.0*2.2 EA -$ 0.00 124.16 0.00 52.57 0.00 0.00 0.00 0.00 0.00 11.32 0.00

6. L. 1. 1. f f) 2.4*3.0 EA 1,808.84$ 1.00 1,808.84 153.58 153.58 100.98 100.98 0.00 1,055.96 498.32 1,808.84 21.73 21.73

6. L. 1. 1. g g) 1.6*3.0 EA -$ 0.00 147.65 0.00 100.22 0.00 0.00 0.00 0.00 0.00 21.57 0.00

6. L. 1. 1. h h) 2.0*3.0 EA -$ 0.00 150.61 0.00 100.60 0.00 0.00 0.00 0.00 0.00 21.65 0.00

6. L. 1. 1. i i) 3.75*3.0 EA -$ 0.00 162.43 0.00 195.51 0.00 0.00 0.00 0.00 0.00 42.06 0.00

6. L. 1. 2. 1.2 FIRE STEEL DOOR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 2. a a) 0.9*2.2 EA -$ 0.00 197.97 0.00 51.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 2. b b) 1.0*2.2 EA -$ 0.00 198.11 0.00 51.62 0.00 0.00 0.00 0.00 0.00 11.11 0.00

6. L. 1. 2. c c) 1.8*2.3 EA -$ 0.00 235.02 0.00 99.08 0.00 0.00 0.00 0.00 0.00 21.32 0.00

6. L. 1. 3. 1.3 WOODEN DOOR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 3. a a) 0.9*2.2 EA -$ 0.00 28.17 0.00 23.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 1. 4. a a) 1.85*3.0 EA -$ 0.00 133.81 0.00 100.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 4. b b) 2.0*3.0 EA -$ 0.00 133.95 0.00 100.60 0.00 0.00 0.00 0.00 0.00 21.65 0.00

6. L. 1. 4. c c) 3.9*3.0 EA -$ 0.00 144.77 0.00 102.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 1. 5. a a) 3.0*4.5 EA -$ 0.00 30.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Página 265



TOTAL COST


NO ITEM UNITUNIT

PRICE


MATERIAL

COST ($) ( C )




INDIRECT COST

($)

( E )


6. L. 1. 5. b b) 4.0*4.5 EA -$ 0.00 44.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 5. c c) 5.0*4.5 EA -$ 0.00 54.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. . 2 WINDOW WORK 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 2. 1. a a) 0.9*0.6 EA -$ 0.00 1.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. b b) 1.2*0.6 EA -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. c c) 1.5*1.2 EA -$ 0.00 3.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. d d) 2.0*1.2 EA 308.62$ 4.00 1,234.49 4.80 19.20 0.00 0.00 0.00 875.20 340.09 1,234.49 0.00 0.00

6. L. 2. 1. e e) 3.0*0.6 EA -$ 0.00 3.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. f f) 3.0*1.0 EA -$ 0.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. g g) 3.0*1.2 EA -$ 0.00 7.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. h h) 3.25*0.6 EA -$ 0.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. i i) 3.25*1.2 EA -$ 0.00 8.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. j j) 3.25*1.8 EA -$ 0.00 11.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. k k) 3.25*2.4 EA -$ 0.00 15.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. l l) 3.35*1.8 EA -$ 0.00 11.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. m m) 3.5*1.0 EA -$ 0.00 7.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. n n) 4.0*1.0 EA -$ 0.00 8.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. o o) 4.0*1.2 EA -$ 0.00 9.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. p p) 5.0*1.0 EA -$ 0.00 10.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. q q) 6.0*1.0 EA -$ 0.00 12.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. r r) 9.0*1.0 EA -$ 0.00 36.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. s s) 10.0*1.0 EA -$ 0.00 20.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 2. 2. a a) 4.5*1.0 EA -$ 0.00 9.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 2. 3. a a) 3.0*1.0 EA -$ 0.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 2. 4. a a) 1.0*1.2 EA -$ 0.00 2.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 2. 5. a a) 3.5*1.2 EA -$ 0.00 8.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 5. b b) 8*1.2 EA -$ 0.00 19.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 5. c c) 6.0*1.2 EA -$ 0.00 14.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 2. 6. a a) 0.6*0.6 EA -$ 0.00 0.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 2. 7. a a) 2.0*2.0 EA -$ 0.00 8.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Página 266



TOTAL COST


NO ITEM UNITUNIT

PRICE


MATERIAL

COST ($) ( C )




INDIRECT COST

($)

( E )


Sub Total 3,043.33 172.78 100.98 0.00 1,931.16 838.41 3,043.33 21.73


6. M. 1. . 1 MISC. STEEL WORK TON 5,525.40$ 0.20 1,105.08 20.00 4.00 717.68 143.54 40.00 613.10 304.44 1,105.08 128.60 25.72

6. M. 2. . 2 CHK'D PLATE M2 230.10$ 4.00 920.40 80.96 323.84 34.45 137.80 38.40 166.80 253.56 920.40 6.17 24.68

6. M. 3. . 3 GALV. STEEL GRATING M2 213.68$ 4.00 854.70 0.70 2.80 25.12 100.48 28.00 487.96 235.46 854.70 4.50 18.00





6. M. 8. . 8 CURTAIN BOX(190*285) M -$ 0.00 0.00 0.00 7.18 0.00 0.00 0.00 0.00 0.00 1.29 0.00


6. M.10. . 10 GUARD POST(Ø200,H=1200) EA -$ 0.00 165.33 0.00 71.94 0.00 0.00 0.00 0.00 0.00 14.19 0.00








Sub Total 2,880.18 330.64 381.82 106.40 1,267.86 793.46 2,880.18 68.40






6. N. 5. . 5 SEPTIC TANK EA -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00






Sub Total 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

TOTAL 90,004.31 20,626.31 24,228.73 585.65 19,768.33 24,795.29 90,004.31 5,118.52

Página 267


SUBJECT : BUILDING & STRUCTURE WORK - POWER DISTRIBUTION CENTER Rev: 2: May 25, 2009 PRICE UNIT : USD

TOTAL COST



6. A. 1. . 1 BATTER BOARD M2 -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00







6. A. 6. . 6 LINE MARKING M2 -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00



6. A. 9. . 9 SITE CLEANING M2 -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Sub Total 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. B. 1. . 1 EXCAVATION M3 6.90$ 639.00 4,409.88 0.00 0.00 2.11 1,348.29 0.00 1,846.71 1,214.88 4,409.88 0.48 306.72

6. B. 2. . 2 BACK FILLING M3 17.05$ 512.00 8,727.55 0.00 0.00 5.85 2,995.20 81.92 3,246.08 2,404.35 8,727.55 1.31 670.72

6. B. 3. . 3 DISPOSAL M3 5.52$ 190.00 1,048.98 0.00 0.00 0.74 140.60 0.00 619.40 288.98 1,048.98 0.15 28.50

6. B. 4. . 4 VAPOR BARRIER M2 2.18$ 196.00 427.43 0.50 98.00 1.07 209.72 0.00 1.96 117.75 427.43 0.23 45.08

Sub Total 14,613.84 98.00 4,693.81 81.92 5,714.15 4,025.96 14,613.84 1,051.02



6. C. 1. 1. 1.1 LEAN CONCRETE F'c = 10MPa M3 134.88$ 12.00 1,618.53 70.98 851.76 24.90 298.80 0.00 22.08 445.89 1,618.53 5.33 63.96

6. C. 1. 2. 1.2 REINF. CONCRETE F'c = 21MPa M3 171.44$ 102.00 17,486.88 81.05 8,267.10 26.04 2,656.08 0.00 1,746.24 4,817.46 17,486.88 5.60 571.20





6. C. 3. 1. 3.1 FORM (4 TIMES) M2 52.01$ 411.00 21,375.11 0.01 4.11 14.61 6,004.71 382.23 9,095.43 5,888.63 21,375.11 3.10 1,274.10

6. C. 3. 2. 3.2 FORM (3 TIMES) M2 -$ 0.00 0.01 0.00 14.61 0.00 0.00 0.00 0.00 0.00 3.10 0.00

6. C. 4. . 4 WATER STOP (PVC) M -$ 0.00 10.61 0.00 9.10 0.00 0.00 0.00 0.00 0.00 1.88 0.00

Sub Total 40,500.44 9,131.29 8,963.62 382.88 10,865.18 11,157.47 40,500.44 1,910.17



6. D. 2. . 2.00 STEEL PLATE TON 0.00 3.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00



6. D. 5. . 5.00 ANCHOR BOLT TON 10,356.57 0.30 3,106.97 0.00 0.00 6,507.96 1,952.39 60.00 238.64 855.94 3,106.97 359.80 107.94

REMARKS


CENTERNO ITEM UNIT

UNIT

PRICECódigo Cosapi



INDIRECT COST

($)

( E )


MATERIAL

COST ($) ( C )

Página 268



TOTAL COST


REMARKS


CENTERNO ITEM UNIT

UNIT

PRICECódigo Cosapi



INDIRECT COST

($)

( E )


MATERIAL

COST ($) ( C )



6. D. 8. . 8.00 DECK PLATE M2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00




Sub Total 27,299.71 0.00 8,844.64 260.00 10,674.28 7,520.79 27,299.71 1,258.74






6. E. 5. . 5 THK 200 REINF CONC BLOCK M2 133.79$ 112.00 14,984.14 43.59 4,882.08 35.01 3,921.12 507.36 1,545.60 4,127.98 14,984.14 7.41 829.92

6. E. 6. . 6 P.C LINTEL (W:200 * H:400 ) M -$ 0.00 20.51 0.00 11.17 0.00 0.00 0.00 0.00 0.00 2.31 0.00

Sub Total 14,984.14 4,882.08 3,921.12 507.36 1,545.60 4,127.98 14,984.14 829.92


6. F. 1. . 1 CEMENT PLASTER(EXT. WALL) M2 15.85$ 72.00 1,140.85 1.28 92.16 8.17 588.24 0.00 146.16 314.29 1,140.85 1.67 120.24

6. F. 2. . 2 CEMENT PLASTER(INT. WALL) M2 11.79$ 157.00 1,850.60 1.28 200.96 6.81 1,069.17 0.00 70.65 509.82 1,850.60 1.39 218.23






Sub Total 5,070.21 496.64 2,846.97 0.00 329.81 1,396.79 5,070.21 579.79


6. G. 1. . 1 LATEX PAINT (INT.WALL ) M2 6.71$ 157.00 1,053.15 1.90 298.30 2.94 461.58 0.00 3.14 290.13 1,053.15 0.60 94.20





6. G. 6. . 6 EPOXY PAINT (INT.WALL ) M2 13.67$ 8.00 109.32 6.03 48.24 3.82 30.56 0.00 0.40 30.12 109.32 0.83 6.64

6. G. 7. . 7 EPOXY PAINT (SKIRT H=100 ) M2 -$ 0.00 6.03 0.00 2.77 0.00 0.00 0.00 0.00 0.00 0.58 0.00





6. G.12. . 12 EPOXY PAINT(FLOOR) M2 13.66$ 164.00 2,240.96 6.03 988.92 3.82 626.48 0.00 8.20 617.36 2,240.96 0.83 136.12

Página 269



TOTAL COST


REMARKS


CENTERNO ITEM UNIT

UNIT

PRICECódigo Cosapi



INDIRECT COST

($)

( E )


MATERIAL

COST ($) ( C )


Sub Total 4,021.56 1,498.18 1,383.58 0.00 31.90 1,107.90 4,021.56 290.96

Página 270



TOTAL COST


REMARKS


CENTERNO ITEM UNIT

UNIT

PRICECódigo Cosapi



INDIRECT COST

($)

( E )


MATERIAL

COST ($) ( C )








6. H. 7. . 7 LIQUID WATER PROOF(FOR TOILET,SHOWER ROOM) M2 19.10$ 55.00 1,050.64 10.16 558.80 3.68 202.40 0.00 0.00 289.44 1,050.64 0.75 41.25


Sub Total 1,050.64 558.80 202.40 0.00 0.00 289.44 1,050.64 41.25




Sub Total 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00





SIDE)M2 -$ 0.00 2.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


SIDE)M2 -$ 0.00 2.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. J. 5. . 6 ACCESS FLOOR M2 -$ 0.00 150.00 0.00 10.85 0.00 0.00 0.00 0.00 0.00 2.25 0.00



Sub Total 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. K. 1. . 1 THERMAL INSULATED METAL PANEL (ROOF) M2 75.42$ 178.00 13,424.13 41.62 7,408.36 7.68 1,367.04 0.00 950.52 3,698.21 13,424.13 1.62 288.36




6. K. 5. . 5 PANEL CANOPY(1700*1600) EA -$ 0.00 5.71 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K. 6. . 6 PANEL CANOPY(1500*1200) EA -$ 0.00 3.78 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K. 7. . 7 PANEL CANOPY(2600*1500) EA 179.43$ 2.00 358.86 8.19 16.38 0.00 0.00 0.00 243.62 98.86 358.86 0.00 0.00

6. K. 8. . 8 PANEL CANOPY(4200*1800) EA -$ 0.00 15.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K. 9. . 9 PANEL CANOPY(4600*2000) EA -$ 0.00 19.32 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Página 271



TOTAL COST


REMARKS


CENTERNO ITEM UNIT

UNIT

PRICECódigo Cosapi



INDIRECT COST

($)

( E )


MATERIAL

COST ($) ( C )

6. K.10. . 10 PANEL CANOPY(6000*1800) EA -$ 0.00 22.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K.11. . 11 GUTTER(250*200) M 17.72$ 40.00 708.89 8.00 320.00 4.80 192.00 0.00 1.60 195.29 708.89 1.00 40.00




6. K.15. . 15 LEADER HEAD (300*300*250) EA 395.12$ 6.00 2,370.73 256.00 1,536.00 30.01 180.06 0.00 1.56 653.11 2,370.73 6.25 37.50

6. K.16. . 16 DOWN SPOUT DIA.75 M -$ 0.00 2.63 0.00 8.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K.17. . 17 DOWN SPOUT DIA.150 M 20.92$ 29.00 606.81 6.09 176.61 8.00 232.00 0.00 31.03 167.17 606.81 1.67 48.43

6. K.18. . 18 DOWN SPOUT DIA.100 M -$ 0.00 3.78 0.00 8.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. K.20. . 20 VENTILATOR (Ø800~1000) EA -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K.21. . 21 FLASHING M 21.64$ 214.00 4,631.43 7.00 1,498.00 5.12 1,095.68 0.00 761.84 1,275.91 4,631.43 1.08 231.12

Sub Total 39,735.05 21,015.24 4,750.68 0.00 3,022.53 10,946.60 39,735.05 1,000.07




6. L. 1. 1. a a) 0.9*2.2 EA -$ 0.00 69.64 0.00 28.27 0.00 0.00 0.00 0.00 0.00 6.09 0.00

6. L. 1. 1. b b) 1.0*2.2 EA -$ 0.00 69.78 0.00 28.37 0.00 0.00 0.00 0.00 0.00 6.11 0.00

6. L. 1. 1. c c) 1.8*2.2 EA -$ 0.00 123.08 0.00 52.38 0.00 0.00 0.00 0.00 0.00 11.28 0.00

6. L. 1. 1. d d) 1.8*3.0 EA -$ 0.00 138.05 0.00 100.22 0.00 0.00 0.00 0.00 0.00 21.57 0.00

6. L. 1. 1. e e) 2.0*2.2 EA -$ 0.00 124.16 0.00 52.57 0.00 0.00 0.00 0.00 0.00 11.32 0.00

6. L. 1. 1. f f) 2.4*3.0 EA -$ 0.00 153.58 0.00 100.98 0.00 0.00 0.00 0.00 0.00 21.73 0.00

6. L. 1. 1. g g) 1.6*3.0 EA -$ 0.00 147.65 0.00 100.22 0.00 0.00 0.00 0.00 0.00 21.57 0.00

6. L. 1. 1. h h) 2.0*3.0 EA 1,734.87$ 2.00 3,469.74 150.61 301.22 100.60 201.20 0.00 2,011.44 955.88 3,469.74 21.65 43.30

6. L. 1. 1. i i) 3.75*3.0 EA -$ 0.00 162.43 0.00 195.51 0.00 0.00 0.00 0.00 0.00 42.06 0.00

6. L. 1. 2. 1.2 FIRE STEEL DOOR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 2. a a) 0.9*2.2 EA -$ 0.00 197.97 0.00 51.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 2. b b) 1.0*2.2 EA 1,564.38$ 1.00 1,564.38 198.11 198.11 51.62 51.62 0.00 883.68 430.97 1,564.38 11.11 11.11

6. L. 1. 2. c c) 1.8*2.3 EA -$ 0.00 235.02 0.00 99.08 0.00 0.00 0.00 0.00 0.00 21.32 0.00

6. L. 1. 3. 1.3 WOODEN DOOR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 3. a a) 0.9*2.2 EA -$ 0.00 28.17 0.00 23.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 1. 4. a a) 1.85*3.0 EA -$ 0.00 133.81 0.00 100.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 4. b b) 2.0*3.0 EA -$ 0.00 133.95 0.00 100.60 0.00 0.00 0.00 0.00 0.00 21.65 0.00

6. L. 1. 4. c c) 3.9*3.0 EA -$ 0.00 144.77 0.00 102.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 1. 5. a a) 3.0*4.5 EA -$ 0.00 30.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Página 272



TOTAL COST


REMARKS


CENTERNO ITEM UNIT

UNIT

PRICECódigo Cosapi



INDIRECT COST

($)

( E )


MATERIAL

COST ($) ( C )

6. L. 1. 5. b b) 4.0*4.5 EA -$ 0.00 44.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 5. c c) 5.0*4.5 EA -$ 0.00 54.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. . 2 WINDOW WORK 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 2. 1. a a) 0.9*0.6 EA -$ 0.00 1.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. b b) 1.2*0.6 EA -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. c c) 1.5*1.2 EA -$ 0.00 3.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. d d) 2.0*1.2 EA -$ 0.00 4.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. e e) 3.0*0.6 EA -$ 0.00 3.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. f f) 3.0*1.0 EA 385.78$ 1.00 385.78 6.00 6.00 0.00 0.00 0.00 273.50 106.28 385.78 0.00 0.00

6. L. 2. 1. g g) 3.0*1.2 EA -$ 0.00 7.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. h h) 3.25*0.6 EA -$ 0.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. i i) 3.25*1.2 EA -$ 0.00 8.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. j j) 3.25*1.8 EA -$ 0.00 11.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. k k) 3.25*2.4 EA -$ 0.00 15.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. l l) 3.35*1.8 EA -$ 0.00 11.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. m m) 3.5*1.0 EA -$ 0.00 7.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. n n) 4.0*1.0 EA -$ 0.00 8.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. o o) 4.0*1.2 EA -$ 0.00 9.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. p p) 5.0*1.0 EA 642.96$ 4.00 2,571.83 10.00 40.00 0.00 0.00 0.00 1,823.32 708.51 2,571.83 0.00 0.00

6. L. 2. 1. q q) 6.0*1.0 EA 771.56$ 2.00 1,543.11 12.00 24.00 0.00 0.00 0.00 1,094.00 425.11 1,543.11 0.00 0.00

6. L. 2. 1. r r) 9.0*1.0 EA -$ 0.00 36.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. s s) 10.0*1.0 EA -$ 0.00 20.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 2. 2. a a) 4.5*1.0 EA -$ 0.00 9.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 2. 3. a a) 3.0*1.0 EA -$ 0.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 2. 4. a a) 1.0*1.2 EA -$ 0.00 2.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 2. 5. a a) 3.5*1.2 EA -$ 0.00 8.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 5. b b) 8*1.2 EA -$ 0.00 19.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 5. c c) 6.0*1.2 EA -$ 0.00 14.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 2. 6. a a) 0.6*0.6 EA -$ 0.00 0.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 2. 7. a a) 2.0*2.0 EA -$ 0.00 8.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Página 273



TOTAL COST


REMARKS


CENTERNO ITEM UNIT

UNIT

PRICECódigo Cosapi



INDIRECT COST

($)

( E )


MATERIAL

COST ($) ( C )

Sub Total 9,534.84 569.33 252.82 0.00 6,085.94 2,626.75 9,534.84 54.41



6. M. 2. . 2 CHK'D PLATE M2 230.10$ 15.00 3,451.50 80.96 1,214.40 34.45 516.75 144.00 625.50 950.85 3,451.50 6.17 92.55






6. M. 8. . 8 CURTAIN BOX(190*285) M -$ 0.00 0.00 0.00 7.18 0.00 0.00 0.00 0.00 0.00 1.29 0.00


6. M.10. . 10 GUARD POST(Ø200,H=1200) EA -$ 0.00 165.33 0.00 71.94 0.00 0.00 0.00 0.00 0.00 14.19 0.00








Sub Total 4,600.32 1,236.00 757.17 211.00 1,128.81 1,267.34 4,600.32 135.63


6. N. 1. . 1 ISOLATION JOINT (EXPANSION JOINT) THK. 12 mm,H200 M 29.07$ 61.00 1,773.14 8.08 492.88 12.36 753.96 14.03 23.79 488.48 1,773.14 2.57 156.77




6. N. 5. . 5 SEPTIC TANK EA -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00






Sub Total 1,773.14 492.88 753.96 14.03 23.79 488.48 1,773.14 156.77

TOTAL 163,183.89 39,978.44 37,370.77 1,457.19 39,421.99 44,955.50 163,183.89 7,308.73

Página 274


SUBJECT : BUILDING & STRUCTURE WORK - SWITCHGEAR BUILDING Rev: 2: May 25, 2009 PRICE UNIT : USD

TOTAL COST



6. A. 1. . 1 BATTER BOARD M2 -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00







6. A. 6. . 6 LINE MARKING M2 -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00



6. A. 9. . 9 SITE CLEANING M2 -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Sub Total 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. B. 1. . 1 EXCAVATION M3 6.90$ 1,141.00 7,874.29 0.00 0.00 2.11 2,407.51 0.00 3,297.49 2,169.29 7,874.29 0.48 547.68

6. B. 2. . 2 BACK FILLING M3 17.05$ 1,100.00 18,750.60 0.00 0.00 5.85 6,435.00 176.00 6,974.00 5,165.60 18,750.60 1.31 1,441.00

6. B. 3. . 3 DISPOSAL M3 5.52$ 185.00 1,021.38 0.00 0.00 0.74 136.90 0.00 603.10 281.38 1,021.38 0.15 27.75

6. B. 4. . 4 VAPOR BARRIER M2 2.18$ 390.00 850.51 0.50 195.00 1.07 417.30 0.00 3.90 234.31 850.51 0.23 89.70

Sub Total 28,496.78 195.00 9,396.71 176.00 10,878.49 7,850.58 28,496.78 2,106.13









6. C. 3. 1. 3.1 FORM (4 TIMES) M2 52.01$ 964.00 50,135.28 0.01 9.64 14.61 14,084.04 896.52 21,333.32 13,811.76 50,135.28 3.10 2,988.40

6. C. 3. 2. 3.2 FORM (3 TIMES) M2 52.01$ 983.00 51,123.43 0.01 9.83 14.61 14,361.63 914.19 21,753.79 14,083.99 51,123.43 3.10 3,047.30

6. C. 4. . 4 WATER STOP (PVC) M 28.02$ 153.00 4,286.90 10.61 1,623.33 9.10 1,392.30 35.19 55.08 1,181.00 4,286.90 1.88 287.64

Sub Total 178,315.47 36,278.88 41,040.95 1,848.70 50,022.83 49,124.11 178,315.47 8,731.95


6. D. 1. . 1.00 STRUCTURAL STEEL TON 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. D. 2. . 2.00 STEEL PLATE TON 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. D. 3. . 3.00 STRUCTURAL STEEL FABRICATION TON 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. D. 4. . 4.00 STRUCTURAL STEEL ERECTION TON 0.00 0.00 0.00 0.00 310.96 0.00 0.00 0.00 0.00 0.00 53.94 0.00

6. D. 5. . 5.00 ANCHOR BOLT TON 0.00 0.00 0.00 0.00 6,507.96 0.00 0.00 0.00 0.00 0.00 359.80 0.00

NO ITEM UNITUNIT

PRICE


MATERIAL

COST ($) ( C )




INDIRECT COST

($)

( E )

7. SWITCHGEAR BUILDING

Página 275



TOTAL COST


NO ITEM UNITUNIT

PRICE


MATERIAL

COST ($) ( C )




INDIRECT COST

($)

( E )


6. D. 6. . 6.00 HIGH STRENGTH BOLT/NUTS EA 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. D. 7. . 7.00 NON-SHRINKAGE GROUT M3 0.00 0.00 0.00 0.00 2,243.51 0.00 0.00 0.00 0.00 0.00 240.00 0.00

6. D. 8. . 8.00 DECK PLATE M2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. D. 9. . 9.00 PAINTING FOR STRUCTURAL STEEL(INDOOR STEEL) M2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00



Sub Total 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. E. 1. . 1 THK100 CEMENT BRICK M2 31.51$ 39.00 1,228.93 14.12 550.68 8.32 324.48 0.00 15.21 338.56 1,228.93 1.71 66.69



6. E. 4. . 4 EXT. MASONRY CAVITY WALL SYSTEM M2 56.08$ 336.00 18,842.64 26.54 8,917.44 13.64 4,583.04 0.00 151.20 5,190.96 18,842.64 2.83 950.88

6. E. 5. . 5 THK 200 REINF CONC BLOCK M2 133.79$ 82.00 10,970.53 43.59 3,574.38 35.01 2,870.82 371.46 1,131.60 3,022.27 10,970.53 7.41 607.62

6. E. 6. . 6 P.C LINTEL (W:200 * H:400 ) M 46.57$ 12.00 558.83 20.51 246.12 11.17 134.04 0.00 24.72 153.95 558.83 2.31 27.72

Sub Total 31,600.93 13,288.62 7,912.38 371.46 1,322.73 8,705.74 31,600.93 1,652.91


6. F. 1. . 1 CEMENT PLASTER(EXT. WALL) M2 15.85$ 504.00 7,985.98 1.28 645.12 8.17 4,117.68 0.00 1,023.12 2,200.06 7,985.98 1.67 841.68



6. F. 4. . 4 STEEL TROWEL FINISH M2 4.20$ 308.00 1,292.35 0.00 0.00 3.03 933.24 0.00 3.08 356.03 1,292.35 0.61 187.88

6. F. 5. . 5 CONCRETE EXPOSED(INT.CEILING) M2 5.42$ 497.00 2,695.90 0.89 442.33 3.03 1,505.91 0.00 4.97 742.69 2,695.90 0.61 303.17



Sub Total 20,280.98 2,041.23 11,241.35 0.00 1,411.19 5,587.21 20,280.98 2,288.61


6. G. 1. . 1 LATEX PAINT (INT.WALL ) M2 6.71$ 559.00 3,749.76 1.90 1,062.10 2.94 1,643.46 0.00 11.18 1,033.02 3,749.76 0.60 335.40

6. G. 2. . 2 LATEX PAINT (EXT.WALL) M2 8.59$ 504.00 4,326.90 2.26 1,139.04 3.68 1,854.72 0.00 141.12 1,192.02 4,326.90 0.75 378.00


6. G. 4. . 4 LATEX PAINT (INT.CEILING ) M2 7.91$ 497.00 3,930.67 1.90 944.30 3.68 1,828.96 0.00 74.55 1,082.86 3,930.67 0.75 372.75

6. G. 5. . 5 CHEMICAL RESISTANT PAINT (INT.CEILING ) M2 18.40$ 22.00 404.77 9.62 211.64 3.68 80.96 0.00 0.66 111.51 404.77 0.75 16.50





6. G.10. . 10 ACID RESISTANT PAINT(FLOOR) M2 19.21$ 22.00 422.69 11.12 244.64 2.77 60.94 0.00 0.66 116.45 422.69 0.58 12.76

6. G.11. . 11 CHEMICAL RESISTANT (WALL) M2 20.76$ 93.00 1,930.57 9.02 838.86 5.98 556.14 0.00 3.72 531.85 1,930.57 1.28 119.04


Página 276



TOTAL COST


NO ITEM UNITUNIT

PRICE


MATERIAL

COST ($) ( C )




INDIRECT COST

($)

( E )



Sub Total 19,132.44 6,376.21 7,237.75 0.00 247.68 5,270.80 19,132.44 1,497.63

Página 277



TOTAL COST


NO ITEM UNITUNIT

PRICE


MATERIAL

COST ($) ( C )




INDIRECT COST

($)

( E )



6. H. 1. . 1 ROOF WATER PROOFING SYSTEM (HORIZONTAL) M2 17.78$ 340.00 6,044.36 7.02 2,386.80 4.68 1,591.20 0.00 401.20 1,665.16 6,044.36 1.01 343.40


6. H. 3. . 3 RIGID INSULATION M2 11.04$ 340.00 3,754.26 6.38 2,169.20 1.60 544.00 0.00 6.80 1,034.26 3,754.26 0.33 112.20

6. H. 4. . 4 VAPOR BARRIER (PE FILM) M2 2.18$ 340.00 741.47 0.50 170.00 1.07 363.80 0.00 3.40 204.27 741.47 0.23 78.20

6. H. 5. . 5 PLAIN CONCRETE M3 203.70$ 34.00 6,925.67 107.00 3,638.00 38.11 1,295.74 0.00 83.98 1,907.95 6,925.67 8.33 283.22

6. H. 6. . 6 WELED WIRE MESH M2 3.52$ 340.00 1,196.67 1.95 663.00 0.59 200.60 0.00 3.40 329.67 1,196.67 0.13 44.20

6. H. 7. . 7 LIQUID WATER PROOF(FOR TOILET,SHOWER ROOM) M2 19.10$ 227.00 4,336.28 10.16 2,306.32 3.68 835.36 0.00 0.00 1,194.60 4,336.28 0.75 170.25


Sub Total 23,849.22 11,607.10 5,104.48 0.00 567.42 6,570.22 23,849.22 1,090.36




Sub Total 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00





SIDE)M2 -$ 0.00 2.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


SIDE)M2 -$ 0.00 2.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. J. 5. . 6 ACCESS FLOOR M2 -$ 0.00 150.00 0.00 10.85 0.00 0.00 0.00 0.00 0.00 2.25 0.00



Sub Total 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00






6. K. 5. . 5 PANEL CANOPY(1700*1600) EA -$ 0.00 5.71 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K. 6. . 6 PANEL CANOPY(1500*1200) EA -$ 0.00 3.78 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K. 7. . 7 PANEL CANOPY(2600*1500) EA -$ 0.00 8.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K. 8. . 8 PANEL CANOPY(4200*1800) EA -$ 0.00 15.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K. 9. . 9 PANEL CANOPY(4600*2000) EA -$ 0.00 19.32 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Página 278



TOTAL COST


NO ITEM UNITUNIT

PRICE


MATERIAL

COST ($) ( C )




INDIRECT COST

($)

( E )


6. K.10. . 10 PANEL CANOPY(6000*1800) EA -$ 0.00 22.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K.11. . 11 GUTTER(250*200) M -$ 0.00 8.00 0.00 4.80 0.00 0.00 0.00 0.00 0.00 1.00 0.00




6. K.15. . 15 LEADER HEAD (300*300*250) EA 395.12$ 8.00 3,160.98 256.00 2,048.00 30.01 240.08 0.00 2.08 870.82 3,160.98 6.25 50.00

6. K.16. . 16 DOWN SPOUT DIA.75 M -$ 0.00 2.63 0.00 8.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K.17. . 17 DOWN SPOUT DIA.150 M 20.92$ 44.00 920.68 6.09 267.96 8.00 352.00 0.00 47.08 253.64 920.68 1.67 73.48

6. K.18. . 18 DOWN SPOUT DIA.100 M -$ 0.00 3.78 0.00 8.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. K.20. . 20 VENTILATOR (Ø800~1000) EA -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K.21. . 21 FLASHING M -$ 0.00 7.00 0.00 5.12 0.00 0.00 0.00 0.00 0.00 1.08 0.00

Sub Total 7,437.31 4,475.96 860.96 0.00 51.48 2,048.91 7,437.31 179.48




6. L. 1. 1. a a) 0.9*2.2 EA -$ 0.00 69.64 0.00 28.27 0.00 0.00 0.00 0.00 0.00 6.09 0.00

6. L. 1. 1. b b) 1.0*2.2 EA 761.30$ 2.00 1,522.60 69.78 139.56 28.37 56.74 0.00 906.84 419.46 1,522.60 6.11 12.22

6. L. 1. 1. c c) 1.8*2.2 EA 1,421.11$ 1.00 1,421.11 123.08 123.08 52.38 52.38 0.00 854.15 391.50 1,421.11 11.28 11.28

6. L. 1. 1. d d) 1.8*3.0 EA -$ 0.00 138.05 0.00 100.22 0.00 0.00 0.00 0.00 0.00 21.57 0.00

6. L. 1. 1. e e) 2.0*2.2 EA -$ 0.00 124.16 0.00 52.57 0.00 0.00 0.00 0.00 0.00 11.32 0.00

6. L. 1. 1. f f) 2.4*3.0 EA 1,808.84$ 2.00 3,617.67 153.58 307.16 100.98 201.96 0.00 2,111.92 996.63 3,617.67 21.73 43.46

6. L. 1. 1. g g) 1.6*3.0 EA -$ 0.00 147.65 0.00 100.22 0.00 0.00 0.00 0.00 0.00 21.57 0.00

6. L. 1. 1. h h) 2.0*3.0 EA -$ 0.00 150.61 0.00 100.60 0.00 0.00 0.00 0.00 0.00 21.65 0.00

6. L. 1. 1. i i) 3.75*3.0 EA -$ 0.00 162.43 0.00 195.51 0.00 0.00 0.00 0.00 0.00 42.06 0.00

6. L. 1. 2. 1.2 FIRE STEEL DOOR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 2. a a) 0.9*2.2 EA -$ 0.00 197.97 0.00 51.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 2. b b) 1.0*2.2 EA -$ 0.00 198.11 0.00 51.62 0.00 0.00 0.00 0.00 0.00 11.11 0.00

6. L. 1. 2. c c) 1.8*2.3 EA -$ 0.00 235.02 0.00 99.08 0.00 0.00 0.00 0.00 0.00 21.32 0.00

6. L. 1. 3. 1.3 WOODEN DOOR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 3. a a) 0.9*2.2 EA -$ 0.00 28.17 0.00 23.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 1. 4. a a) 1.85*3.0 EA -$ 0.00 133.81 0.00 100.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 4. b b) 2.0*3.0 EA -$ 0.00 133.95 0.00 100.60 0.00 0.00 0.00 0.00 0.00 21.65 0.00

6. L. 1. 4. c c) 3.9*3.0 EA -$ 0.00 144.77 0.00 102.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 1. 5. a a) 3.0*4.5 EA -$ 0.00 30.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Página 279



TOTAL COST


NO ITEM UNITUNIT

PRICE


MATERIAL

COST ($) ( C )




INDIRECT COST

($)

( E )


6. L. 1. 5. b b) 4.0*4.5 EA -$ 0.00 44.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 5. c c) 5.0*4.5 EA -$ 0.00 54.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. . 2 WINDOW WORK 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 2. 1. a a) 0.9*0.6 EA -$ 0.00 1.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. b b) 1.2*0.6 EA -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. c c) 1.5*1.2 EA -$ 0.00 3.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. d d) 2.0*1.2 EA -$ 0.00 4.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. e e) 3.0*0.6 EA -$ 0.00 3.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. f f) 3.0*1.0 EA -$ 0.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. g g) 3.0*1.2 EA -$ 0.00 7.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. h h) 3.25*0.6 EA -$ 0.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. i i) 3.25*1.2 EA -$ 0.00 8.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. j j) 3.25*1.8 EA -$ 0.00 11.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. k k) 3.25*2.4 EA -$ 0.00 15.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. l l) 3.35*1.8 EA -$ 0.00 11.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. m m) 3.5*1.0 EA -$ 0.00 7.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. n n) 4.0*1.0 EA 514.38$ 12.00 6,172.50 8.00 96.00 0.00 0.00 0.00 4,376.04 1,700.46 6,172.50 0.00 0.00

6. L. 2. 1. o o) 4.0*1.2 EA -$ 0.00 9.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. p p) 5.0*1.0 EA -$ 0.00 10.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. q q) 6.0*1.0 EA -$ 0.00 12.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. r r) 9.0*1.0 EA -$ 0.00 36.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. s s) 10.0*1.0 EA -$ 0.00 20.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 2. 2. a a) 4.5*1.0 EA -$ 0.00 9.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 2. 3. a a) 3.0*1.0 EA -$ 0.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 2. 4. a a) 1.0*1.2 EA -$ 0.00 2.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 2. 5. a a) 3.5*1.2 EA -$ 0.00 8.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 5. b b) 8*1.2 EA -$ 0.00 19.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 5. c c) 6.0*1.2 EA -$ 0.00 14.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 2. 6. a a) 0.6*0.6 EA -$ 0.00 0.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 2. 7. a a) 2.0*2.0 EA -$ 0.00 8.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Página 280



TOTAL COST


NO ITEM UNITUNIT

PRICE


MATERIAL

COST ($) ( C )




INDIRECT COST

($)

( E )


Sub Total 12,733.88 665.80 311.08 0.00 8,248.95 3,508.05 12,733.88 66.96


6. M. 1. . 1 MISC. STEEL WORK TON 5,525.36$ 0.50 2,762.68 20.00 10.00 717.68 358.84 100.00 1,532.75 761.09 2,762.68 128.60 64.30

6. M. 2. . 2 CHK'D PLATE M2 230.10$ 98.00 22,549.83 80.96 7,934.08 34.45 3,376.10 940.80 4,086.60 6,212.25 22,549.83 6.17 604.66






6. M. 8. . 8 CURTAIN BOX(190*285) M -$ 0.00 0.00 0.00 7.18 0.00 0.00 0.00 0.00 0.00 1.29 0.00


6. M.10. . 10 GUARD POST(Ø200,H=1200) EA -$ 0.00 165.33 0.00 71.94 0.00 0.00 0.00 0.00 0.00 14.19 0.00








Sub Total 26,461.33 7,965.68 3,975.36 1,107.80 6,122.66 7,289.83 26,461.33 712.04


6. N. 1. . 1 ISOLATION JOINT (EXPANSION JOINT) THK. 12 mm,H200 M 29.07$ 8.00 232.54 8.08 64.64 12.36 98.88 1.84 3.12 64.06 232.54 2.57 20.56




6. N. 5. . 5 SEPTIC TANK EA -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00






Sub Total 232.54 64.64 98.88 1.84 3.12 64.06 232.54 20.56

TOTAL 348,540.88 82,959.12 87,179.90 3,505.80 78,876.55 96,019.51 348,540.88 18,346.63

Página 281


SUBJECT : BUILDING & STRUCTURE WORK - N2 CYLINDER SHELTER Rev: 2: May 25, 2009 PRICE UNIT : USD

TOTAL COST



6. A. 1. . 1 BATTER BOARD M2 -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00







6. A. 6. . 6 LINE MARKING M2 -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00



6. A. 9. . 9 SITE CLEANING M2 -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Sub Total 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. B. 1. . 1 EXCAVATION M3 6.90$ 231.00 1,594.18 0.00 0.00 2.11 487.41 0.00 667.59 439.18 1,594.18 0.48 110.88

6. B. 2. . 2 BACK FILLING M3 17.05$ 213.00 3,630.80 0.00 0.00 5.85 1,246.05 34.08 1,350.42 1,000.25 3,630.80 1.31 279.03

6. B. 3. . 3 DISPOSAL M3 5.52$ 46.00 253.96 0.00 0.00 0.74 34.04 0.00 149.96 69.96 253.96 0.15 6.90

6. B. 4. . 4 VAPOR BARRIER M2 2.18$ 30.00 65.42 0.50 15.00 1.07 32.10 0.00 0.30 18.02 65.42 0.23 6.90

Sub Total 5,544.36 15.00 1,799.60 34.08 2,168.27 1,527.41 5,544.36 403.71



6. C. 1. 1. 1.1 LEAN CONCRETE F'c = 10MPa M3 134.88$ 5.00 674.39 70.98 354.90 24.90 124.50 0.00 9.20 185.79 674.39 5.33 26.65

6. C. 1. 2. 1.2 REINF. CONCRETE F'c = 21MPa M3 171.44$ 28.00 4,800.32 81.05 2,269.40 26.04 729.12 0.00 479.36 1,322.44 4,800.32 5.60 156.80





6. C. 3. 1. 3.1 FORM (4 TIMES) M2 52.01$ 108.00 5,616.82 0.01 1.08 14.61 1,577.88 100.44 2,390.04 1,547.38 5,616.82 3.10 334.80

6. C. 3. 2. 3.2 FORM (3 TIMES) M2 -$ 0.00 0.01 0.00 14.61 0.00 0.00 0.00 0.00 0.00 3.10 0.00

6. C. 4. . 4 WATER STOP (PVC) M -$ 0.00 10.61 0.00 9.10 0.00 0.00 0.00 0.00 0.00 1.88 0.00

Sub Total 11,097.66 2,627.94 2,432.74 100.64 2,879.04 3,057.30 11,097.66 518.53



6. D. 2. . 2.00 STEEL PLATE TON 0.00 0.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. D. 4. . 4.00 STRUCTURAL STEEL ERECTION TON 1,160.87 4.20 4,875.64 0.00 0.00 310.96 1,306.03 35.20 2,191.22 1,343.19 4,875.64 53.94 226.55

6. D. 5. . 5.00 ANCHOR BOLT TON 10,356.70 0.10 1,035.67 0.00 0.00 6,507.96 650.80 20.00 79.55 285.32 1,035.67 359.80 35.98

REMARKS8. N2 CYLINDER SHELTER

NO ITEM UNITUNIT

PRICECódigo Cosapi



INDIRECT COST

($)

( E )


MATERIAL

COST ($) ( C )

Página 282



TOTAL COST



NO ITEM UNITUNIT

PRICECódigo Cosapi



INDIRECT COST

($)

( E )


MATERIAL

COST ($) ( C )



6. D. 8. . 8.00 DECK PLATE M2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00




Sub Total 6,236.44 0.00 2,181.18 66.00 2,271.18 1,718.08 6,236.44 286.53






6. E. 5. . 5 THK 200 REINF CONC BLOCK M2 133.79$ 29.00 3,879.82 43.59 1,264.11 35.01 1,015.29 131.37 400.20 1,068.85 3,879.82 7.41 214.89

6. E. 6. . 6 P.C LINTEL (W:200 * H:400 ) M -$ 0.00 20.51 0.00 11.17 0.00 0.00 0.00 0.00 0.00 2.31 0.00

Sub Total 3,879.82 1,264.11 1,015.29 131.37 400.20 1,068.85 3,879.82 214.89


6. F. 1. . 1 CEMENT PLASTER(EXT. WALL) M2 15.85$ 34.00 538.74 1.28 43.52 8.17 277.78 0.00 69.02 148.42 538.74 1.67 56.78







Sub Total 904.15 83.20 488.89 0.00 82.97 249.09 904.15 99.87













6. G.12. . 12 EPOXY PAINT(FLOOR) M2 13.66$ 30.00 409.93 6.03 180.90 3.82 114.60 0.00 1.50 112.93 409.93 0.83 24.90

Página 283



TOTAL COST



NO ITEM UNITUNIT

PRICECódigo Cosapi



INDIRECT COST

($)

( E )


MATERIAL

COST ($) ( C )

6. G.13. . 13 HARDENER(FLOOR) M2 14.60$ 30.00 438.09 4.34 130.20 6.20 186.00 0.00 1.20 120.69 438.09 1.30 39.00

Sub Total 1,384.42 464.93 525.17 0.00 12.93 381.39 1,384.42 109.74

Página 284



TOTAL COST



NO ITEM UNITUNIT

PRICECódigo Cosapi



INDIRECT COST

($)

( E )


MATERIAL

COST ($) ( C )










Sub Total 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00




Sub Total 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00





SIDE)M2 -$ 0.00 2.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


SIDE)M2 -$ 0.00 2.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. J. 5. . 6 ACCESS FLOOR M2 -$ 0.00 150.00 0.00 10.85 0.00 0.00 0.00 0.00 0.00 2.25 0.00



Sub Total 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. K. 1. . 1 THERMAL INSULATED METAL PANEL (ROOF) M2 75.42$ 40.00 3,016.66 41.62 1,664.80 7.68 307.20 0.00 213.60 831.06 3,016.66 1.62 64.80




6. K. 5. . 5 PANEL CANOPY(1700*1600) EA -$ 0.00 5.71 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K. 6. . 6 PANEL CANOPY(1500*1200) EA -$ 0.00 3.78 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K. 7. . 7 PANEL CANOPY(2600*1500) EA -$ 0.00 8.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K. 8. . 8 PANEL CANOPY(4200*1800) EA -$ 0.00 15.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K. 9. . 9 PANEL CANOPY(4600*2000) EA -$ 0.00 19.32 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Página 285



TOTAL COST



NO ITEM UNITUNIT

PRICECódigo Cosapi



INDIRECT COST

($)

( E )


MATERIAL

COST ($) ( C )

6. K.10. . 10 PANEL CANOPY(6000*1800) EA -$ 0.00 22.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K.11. . 11 GUTTER(250*200) M 17.72$ 9.00 159.50 8.00 72.00 4.80 43.20 0.00 0.36 43.94 159.50 1.00 9.00



6. K.14. . 14 ROOF DRAIN DIA.150 EA 379.94$ 2.00 759.88 245.00 490.00 30.01 60.02 0.00 0.52 209.34 759.88 6.25 12.50

6. K.15. . 15 LEADER HEAD (300*300*250) EA 395.12$ 2.00 790.24 256.00 512.00 30.01 60.02 0.00 0.52 217.70 790.24 6.25 12.50

6. K.16. . 16 DOWN SPOUT DIA.75 M -$ 0.00 2.63 0.00 8.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K.17. . 17 DOWN SPOUT DIA.150 M 20.92$ 11.00 230.17 6.09 66.99 8.00 88.00 0.00 11.77 63.41 230.17 1.67 18.37

6. K.18. . 18 DOWN SPOUT DIA.100 M -$ 0.00 3.78 0.00 8.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. K.20. . 20 VENTILATOR (Ø800~1000) EA -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K.21. . 21 FLASHING M 21.64$ 55.00 1,190.32 7.00 385.00 5.12 281.60 0.00 195.80 327.92 1,190.32 1.08 59.40

Sub Total 6,225.80 3,240.79 847.24 0.00 422.63 1,715.14 6,225.80 178.07




6. L. 1. 1. a a) 0.9*2.2 EA -$ 0.00 69.64 0.00 28.27 0.00 0.00 0.00 0.00 0.00 6.09 0.00

6. L. 1. 1. b b) 1.0*2.2 EA -$ 0.00 69.78 0.00 28.37 0.00 0.00 0.00 0.00 0.00 6.11 0.00

6. L. 1. 1. c c) 1.8*2.2 EA -$ 0.00 123.08 0.00 52.38 0.00 0.00 0.00 0.00 0.00 11.28 0.00

6. L. 1. 1. d d) 1.8*3.0 EA -$ 0.00 138.05 0.00 100.22 0.00 0.00 0.00 0.00 0.00 21.57 0.00

6. L. 1. 1. e e) 2.0*2.2 EA -$ 0.00 124.16 0.00 52.57 0.00 0.00 0.00 0.00 0.00 11.32 0.00

6. L. 1. 1. f f) 2.4*3.0 EA -$ 0.00 153.58 0.00 100.98 0.00 0.00 0.00 0.00 0.00 21.73 0.00

6. L. 1. 1. g g) 1.6*3.0 EA -$ 0.00 147.65 0.00 100.22 0.00 0.00 0.00 0.00 0.00 21.57 0.00

6. L. 1. 1. h h) 2.0*3.0 EA -$ 0.00 150.61 0.00 100.60 0.00 0.00 0.00 0.00 0.00 21.65 0.00

6. L. 1. 1. i i) 3.75*3.0 EA -$ 0.00 162.43 0.00 195.51 0.00 0.00 0.00 0.00 0.00 42.06 0.00

6. L. 1. 2. 1.2 FIRE STEEL DOOR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 2. a a) 0.9*2.2 EA -$ 0.00 197.97 0.00 51.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 2. b b) 1.0*2.2 EA -$ 0.00 198.11 0.00 51.62 0.00 0.00 0.00 0.00 0.00 11.11 0.00

6. L. 1. 2. c c) 1.8*2.3 EA -$ 0.00 235.02 0.00 99.08 0.00 0.00 0.00 0.00 0.00 21.32 0.00

6. L. 1. 3. 1.3 WOODEN DOOR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 3. a a) 0.9*2.2 EA -$ 0.00 28.17 0.00 23.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 1. 4. a a) 1.85*3.0 EA -$ 0.00 133.81 0.00 100.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 4. b b) 2.0*3.0 EA -$ 0.00 133.95 0.00 100.60 0.00 0.00 0.00 0.00 0.00 21.65 0.00

6. L. 1. 4. c c) 3.9*3.0 EA -$ 0.00 144.77 0.00 102.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 1. 5. a a) 3.0*4.5 EA -$ 0.00 30.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Página 286



TOTAL COST



NO ITEM UNITUNIT

PRICECódigo Cosapi



INDIRECT COST

($)

( E )


MATERIAL

COST ($) ( C )

6. L. 1. 5. b b) 4.0*4.5 EA -$ 0.00 44.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 5. c c) 5.0*4.5 EA -$ 0.00 54.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. . 2 WINDOW WORK 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 2. 1. a a) 0.9*0.6 EA -$ 0.00 1.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. b b) 1.2*0.6 EA -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. c c) 1.5*1.2 EA -$ 0.00 3.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. d d) 2.0*1.2 EA -$ 0.00 4.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. e e) 3.0*0.6 EA -$ 0.00 3.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. f f) 3.0*1.0 EA -$ 0.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. g g) 3.0*1.2 EA -$ 0.00 7.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. h h) 3.25*0.6 EA -$ 0.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. i i) 3.25*1.2 EA -$ 0.00 8.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. j j) 3.25*1.8 EA -$ 0.00 11.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. k k) 3.25*2.4 EA -$ 0.00 15.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. l l) 3.35*1.8 EA -$ 0.00 11.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. m m) 3.5*1.0 EA -$ 0.00 7.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. n n) 4.0*1.0 EA -$ 0.00 8.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. o o) 4.0*1.2 EA -$ 0.00 9.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. p p) 5.0*1.0 EA -$ 0.00 10.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. q q) 6.0*1.0 EA -$ 0.00 12.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. r r) 9.0*1.0 EA -$ 0.00 36.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. s s) 10.0*1.0 EA -$ 0.00 20.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 2. 2. a a) 4.5*1.0 EA -$ 0.00 9.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 2. 3. a a) 3.0*1.0 EA -$ 0.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 2. 4. a a) 1.0*1.2 EA -$ 0.00 2.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 2. 5. a a) 3.5*1.2 EA -$ 0.00 8.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 5. b b) 8*1.2 EA -$ 0.00 19.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 5. c c) 6.0*1.2 EA -$ 0.00 14.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 2. 6. a a) 0.6*0.6 EA -$ 0.00 0.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 2. 7. a a) 2.0*2.0 EA -$ 0.00 8.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Página 287



TOTAL COST



NO ITEM UNITUNIT

PRICECódigo Cosapi



INDIRECT COST

($)

( E )


MATERIAL

COST ($) ( C )

Sub Total 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00



6. M. 2. . 2 CHK'D PLATE M2 -$ 0.00 80.96 0.00 34.45 0.00 0.00 0.00 0.00 0.00 6.17 0.00






6. M. 8. . 8 CURTAIN BOX(190*285) M -$ 0.00 0.00 0.00 7.18 0.00 0.00 0.00 0.00 0.00 1.29 0.00


6. M.10. . 10 GUARD POST(Ø200,H=1200) EA -$ 0.00 165.33 0.00 71.94 0.00 0.00 0.00 0.00 0.00 14.19 0.00








Sub Total 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. N. 1. . 1 ISOLATION JOINT (EXPANSION JOINT) THK. 12 mm,H200 M 29.07$ 28.00 813.90 8.08 226.24 12.36 346.08 6.44 10.92 224.22 813.90 2.57 71.96




6. N. 5. . 5 SEPTIC TANK EA -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00






Sub Total 813.90 226.24 346.08 6.44 10.92 224.22 813.90 71.96

TOTAL 36,086.55 7,922.21 9,636.19 338.53 8,248.14 9,941.48 36,086.55 1,883.30

Página 288


SUBJECT : BUILDING & STRUCTURE WORK - PIPE RACK Rev: 2: May 25, 2009 PRICE UNIT : USD

TOTAL COST



6. A. 1. . 1 BATTER BOARD M2 -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00







6. A. 6. . 6 LINE MARKING M2 -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00



6. A. 9. . 9 SITE CLEANING M2 -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Sub Total 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. B. 1. . 1 EXCAVATION M3 6.90$ 15,490.00 106,899.82 0.00 0.00 2.11 32,683.90 0.00 44,766.10 29,449.82 106,899.82 0.48 7,435.20

6. B. 2. . 2 BACK FILLING M3 17.05$ 17,142.00 292,202.55 0.00 0.00 5.85 100,280.70 2,742.72 108,680.28 80,498.85 292,202.55 1.31 22,456.02

6. B. 3. . 3 DISPOSAL M3 5.52$ 584.00 3,224.25 0.00 0.00 0.74 432.16 0.00 1,903.84 888.25 3,224.25 0.15 87.60

6. B. 4. . 4 VAPOR BARRIER M2 -$ 0.00 0.50 0.00 1.07 0.00 0.00 0.00 0.00 0.00 0.23 0.00

Sub Total 402,326.62 0.00 133,396.76 2,742.72 155,350.22 110,836.92 402,326.62 29,978.82



6. C. 1. 1. 1.1 LEAN CONCRETE F'c = 10MPa M3 134.88$ 55.00 7,418.25 70.98 3,903.90 24.90 1,369.50 0.00 101.20 2,043.65 7,418.25 5.33 293.15






6. C. 3. 1. 3.1 FORM (4 TIMES) M2 52.01$ 1,623.00 84,408.26 0.01 16.23 14.61 23,712.03 1,509.39 35,916.99 23,253.62 84,408.26 3.10 5,031.30

6. C. 3. 2. 3.2 FORM (3 TIMES) M2 -$ 0.00 0.01 0.00 14.61 0.00 0.00 0.00 0.00 0.00 3.10 0.00

6. C. 4. . 4 WATER STOP (PVC) M -$ 0.00 10.61 0.00 9.10 0.00 0.00 0.00 0.00 0.00 1.88 0.00

Sub Total 229,125.58 68,821.57 45,943.29 1,514.19 49,724.75 63,121.78 229,125.58 9,811.17


6. D. 1. . 1.00 STRUCTURAL STEEL TON 0.00 1,278.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. D. 2. . 2.00 STEEL PLATE TON 0.00 192.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. D. 3. . 3.00 STRUCTURAL STEEL FABRICATION TON 0.00 1,470.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. D. 4. . 4.00 STRUCTURAL STEEL ERECTION TON 1,160.87 1,470.00 1,706,474.75 0.00 0.00 310.96 457,111.20 12,318.60 766,928.40 470,116.55 1,706,474.75 53.94 79,291.80

6. D. 5. . 5.00 ANCHOR BOLT TON 10,356.56 10.00 103,565.57 0.00 0.00 6,507.96 65,079.60 2,000.00 7,954.70 28,531.27 103,565.57 359.80 3,598.00

NO ITEM UNITUNIT

PRICE


MATERIAL

COST ($) ( C )




INDIRECT COST

($)

( E )

9. PIPE RACK

Página 289



TOTAL COST


NO ITEM UNITUNIT

PRICE


MATERIAL

COST ($) ( C )




INDIRECT COST

($)

( E )

9. PIPE RACK


6. D. 7. . 7.00 NON-SHRINKAGE GROUT M3 3,251.37 3.00 9,754.11 0.00 0.00 2,243.51 6,730.53 324.00 12.42 2,687.16 9,754.11 240.00 720.00

6. D. 8. . 8.00 DECK PLATE M2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. D.10. . 10.00 PAINTING FOR STRUCTURAL STEEL(OUTDOOR STEEL) M2 0.00 38,340.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. D.11. . 11.00 ZINC PLATE STAMP M2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Sub Total 1,819,794.43 0.00 528,921.33 14,642.60 774,895.52 501,334.98 1,819,794.43 83,609.80







6. E. 6. . 6 P.C LINTEL (W:200 * H:400 ) M -$ 0.00 20.51 0.00 11.17 0.00 0.00 0.00 0.00 0.00 2.31 0.00

Sub Total 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. F. 1. . 1 CEMENT PLASTER(EXT. WALL) M2 -$ 0.00 1.28 0.00 8.17 0.00 0.00 0.00 0.00 0.00 1.67 0.00

6. F. 2. . 2 CEMENT PLASTER(INT. WALL) M2 -$ 0.00 1.28 0.00 6.81 0.00 0.00 0.00 0.00 0.00 1.39 0.00






Sub Total 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. G. 1. . 1 LATEX PAINT (INT.WALL ) M2 -$ 0.00 1.90 0.00 2.94 0.00 0.00 0.00 0.00 0.00 0.60 0.00

6. G. 2. . 2 LATEX PAINT (EXT.WALL) M2 -$ 0.00 2.26 0.00 3.68 0.00 0.00 0.00 0.00 0.00 0.75 0.00





6. G. 7. . 7 EPOXY PAINT (SKIRT H=100 ) M2 -$ 0.00 6.03 0.00 2.77 0.00 0.00 0.00 0.00 0.00 0.58 0.00





6. G.12. . 12 EPOXY PAINT(FLOOR) M2 -$ 0.00 6.03 0.00 3.82 0.00 0.00 0.00 0.00 0.00 0.83 0.00

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TOTAL COST


NO ITEM UNITUNIT

PRICE


MATERIAL

COST ($) ( C )




INDIRECT COST

($)

( E )

9. PIPE RACK


Sub Total 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Página 291



TOTAL COST


NO ITEM UNITUNIT

PRICE


MATERIAL

COST ($) ( C )




INDIRECT COST

($)

( E )

9. PIPE RACK










Sub Total 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00




Sub Total 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00





SIDE)M2 -$ 0.00 2.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


SIDE)M2 -$ 0.00 2.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. J. 5. . 6 ACCESS FLOOR M2 -$ 0.00 150.00 0.00 10.85 0.00 0.00 0.00 0.00 0.00 2.25 0.00



Sub Total 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00






6. K. 5. . 5 PANEL CANOPY(1700*1600) EA -$ 0.00 5.71 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K. 6. . 6 PANEL CANOPY(1500*1200) EA -$ 0.00 3.78 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K. 7. . 7 PANEL CANOPY(2600*1500) EA -$ 0.00 8.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K. 8. . 8 PANEL CANOPY(4200*1800) EA -$ 0.00 15.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K. 9. . 9 PANEL CANOPY(4600*2000) EA -$ 0.00 19.32 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

Página 292



TOTAL COST


NO ITEM UNITUNIT

PRICE


MATERIAL

COST ($) ( C )




INDIRECT COST

($)

( E )

9. PIPE RACK

6. K.10. . 10 PANEL CANOPY(6000*1800) EA -$ 0.00 22.68 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K.11. . 11 GUTTER(250*200) M -$ 0.00 8.00 0.00 4.80 0.00 0.00 0.00 0.00 0.00 1.00 0.00



6. K.14. . 14 ROOF DRAIN DIA.150 EA -$ 0.00 245.00 0.00 30.01 0.00 0.00 0.00 0.00 0.00 6.25 0.00

6. K.15. . 15 LEADER HEAD (300*300*250) EA -$ 0.00 256.00 0.00 30.01 0.00 0.00 0.00 0.00 0.00 6.25 0.00

6. K.16. . 16 DOWN SPOUT DIA.75 M -$ 0.00 2.63 0.00 8.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K.17. . 17 DOWN SPOUT DIA.150 M -$ 0.00 6.09 0.00 8.00 0.00 0.00 0.00 0.00 0.00 1.67 0.00

6. K.18. . 18 DOWN SPOUT DIA.100 M -$ 0.00 3.78 0.00 8.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K.19. . 19 SPLASH BLOCK (CON'C 300*450*150) EA -$ 0.00 25.00 0.00 3.60 0.00 0.00 0.00 0.00 0.00 0.75 0.00

6. K.20. . 20 VENTILATOR (Ø800~1000) EA -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. K.21. . 21 FLASHING M -$ 0.00 7.00 0.00 5.12 0.00 0.00 0.00 0.00 0.00 1.08 0.00

Sub Total 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00




6. L. 1. 1. a a) 0.9*2.2 EA -$ 0.00 69.64 0.00 28.27 0.00 0.00 0.00 0.00 0.00 6.09 0.00

6. L. 1. 1. b b) 1.0*2.2 EA -$ 0.00 69.78 0.00 28.37 0.00 0.00 0.00 0.00 0.00 6.11 0.00

6. L. 1. 1. c c) 1.8*2.2 EA -$ 0.00 123.08 0.00 52.38 0.00 0.00 0.00 0.00 0.00 11.28 0.00

6. L. 1. 1. d d) 1.8*3.0 EA -$ 0.00 138.05 0.00 100.22 0.00 0.00 0.00 0.00 0.00 21.57 0.00

6. L. 1. 1. e e) 2.0*2.2 EA -$ 0.00 124.16 0.00 52.57 0.00 0.00 0.00 0.00 0.00 11.32 0.00

6. L. 1. 1. f f) 2.4*3.0 EA -$ 0.00 153.58 0.00 100.98 0.00 0.00 0.00 0.00 0.00 21.73 0.00

6. L. 1. 1. g g) 1.6*3.0 EA -$ 0.00 147.65 0.00 100.22 0.00 0.00 0.00 0.00 0.00 21.57 0.00

6. L. 1. 1. h h) 2.0*3.0 EA -$ 0.00 150.61 0.00 100.60 0.00 0.00 0.00 0.00 0.00 21.65 0.00

6. L. 1. 1. i i) 3.75*3.0 EA -$ 0.00 162.43 0.00 195.51 0.00 0.00 0.00 0.00 0.00 42.06 0.00

6. L. 1. 2. 1.2 FIRE STEEL DOOR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 2. a a) 0.9*2.2 EA -$ 0.00 197.97 0.00 51.53 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 2. b b) 1.0*2.2 EA -$ 0.00 198.11 0.00 51.62 0.00 0.00 0.00 0.00 0.00 11.11 0.00

6. L. 1. 2. c c) 1.8*2.3 EA -$ 0.00 235.02 0.00 99.08 0.00 0.00 0.00 0.00 0.00 21.32 0.00

6. L. 1. 3. 1.3 WOODEN DOOR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 3. a a) 0.9*2.2 EA -$ 0.00 28.17 0.00 23.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 1. 4. a a) 1.85*3.0 EA -$ 0.00 133.81 0.00 100.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 4. b b) 2.0*3.0 EA -$ 0.00 133.95 0.00 100.60 0.00 0.00 0.00 0.00 0.00 21.65 0.00

6. L. 1. 4. c c) 3.9*3.0 EA -$ 0.00 144.77 0.00 102.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 1. 5. a a) 3.0*4.5 EA -$ 0.00 30.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

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TOTAL COST


NO ITEM UNITUNIT

PRICE


MATERIAL

COST ($) ( C )




INDIRECT COST

($)

( E )

9. PIPE RACK

6. L. 1. 5. b b) 4.0*4.5 EA -$ 0.00 44.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 1. 5. c c) 5.0*4.5 EA -$ 0.00 54.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. . 2 WINDOW WORK 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 2. 1. a a) 0.9*0.6 EA -$ 0.00 1.08 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. b b) 1.2*0.6 EA -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. c c) 1.5*1.2 EA -$ 0.00 3.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. d d) 2.0*1.2 EA -$ 0.00 4.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. e e) 3.0*0.6 EA -$ 0.00 3.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. f f) 3.0*1.0 EA -$ 0.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. g g) 3.0*1.2 EA -$ 0.00 7.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. h h) 3.25*0.6 EA -$ 0.00 4.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. i i) 3.25*1.2 EA -$ 0.00 8.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. j j) 3.25*1.8 EA -$ 0.00 11.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. k k) 3.25*2.4 EA -$ 0.00 15.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. l l) 3.35*1.8 EA -$ 0.00 11.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. m m) 3.5*1.0 EA -$ 0.00 7.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. n n) 4.0*1.0 EA -$ 0.00 8.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. o o) 4.0*1.2 EA -$ 0.00 9.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. p p) 5.0*1.0 EA -$ 0.00 10.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. q q) 6.0*1.0 EA -$ 0.00 12.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. r r) 9.0*1.0 EA -$ 0.00 36.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 1. s s) 10.0*1.0 EA -$ 0.00 20.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 2. 2. a a) 4.5*1.0 EA -$ 0.00 9.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 2. 3. a a) 3.0*1.0 EA -$ 0.00 6.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 2. 4. a a) 1.0*1.2 EA -$ 0.00 2.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 2. 5. a a) 3.5*1.2 EA -$ 0.00 8.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 5. b b) 8*1.2 EA -$ 0.00 19.20 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

6. L. 2. 5. c c) 6.0*1.2 EA -$ 0.00 14.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 2. 6. a a) 0.6*0.6 EA -$ 0.00 0.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


6. L. 2. 7. a a) 2.0*2.0 EA -$ 0.00 8.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

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TOTAL COST


NO ITEM UNITUNIT

PRICE


MATERIAL

COST ($) ( C )




INDIRECT COST

($)

( E )

9. PIPE RACK

Sub Total 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00



6. M. 2. . 2 CHK'D PLATE M2 -$ 0.00 80.96 0.00 34.45 0.00 0.00 0.00 0.00 0.00 6.17 0.00

6. M. 3. . 3 GALV. STEEL GRATING M2 213.68$ 931.00 198,931.81 0.70 651.70 25.12 23,386.72 6,517.00 113,572.69 54,803.70 198,931.81 4.50 4,189.50





6. M. 8. . 8 CURTAIN BOX(190*285) M -$ 0.00 0.00 0.00 7.18 0.00 0.00 0.00 0.00 0.00 1.29 0.00


6. M.10. . 10 GUARD POST(Ø200,H=1200) EA -$ 0.00 165.33 0.00 71.94 0.00 0.00 0.00 0.00 0.00 14.19 0.00








Sub Total 198,931.81 651.70 23,386.72 6,517.00 113,572.69 54,803.70 198,931.81 4,189.50






6. N. 5. . 5 SEPTIC TANK EA -$ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00






Sub Total 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

TOTAL 2,650,178.44 69,473.27 731,648.10 25,416.51 1,093,543.18 730,097.38 2,650,178.44 127,589.29

Página 295

bill of quantity_rev2_0512rev a21 cosapi.xls

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