I-0010 CONCEPT: DATE
SHORING UNIT, ASSEMBLY AND CASTING SHOE RUN
1.20 x 0.23 cm, ARMADA
STEEL WITH # 4 @ 15 cm AND CONCRETE f'c = 200 kg/cm2 January 2002 ML
LABOR UNIT PRICE AMOUNT No COST ELEMENT
B-0250 sticks and uncentering IN FOUNDATION M2 80.77 125.42 0460 B-0920
SUPPLY AND PLACEMENT OF STEEL
No. 4 (1 / 2 ") TON 19157.94 254.23 0013 B-0350
READY MIXED CONCRETE F'c = 200 kg/cm2
FOR STRUCTURES M3
1817.98 418.13 0230 B-0200 and vibrates CASTING CONCRETE STRUCTURES
M3 SUM 218.16 803.31 0230 50.18
No ELEMENT MATERIAL PERFORMANCE UNIT PRICE AMOUNT COST $ 0.00
MACHINERY No COST ELEMENT PERFORMANCE UNIT PRICE AMOUNT 0.00
DIRECT COST 803.31
I-0020 CONCEPT: DATE
SHORING UNIT, ASSEMBLY AND DIE CASTING OF CONCRETE
0.35x0.50x1.20 m C / 4 # 3 ML
January 2002 10 # 5 E # 3 @ 10 AND CONCRETE f'c = 200 kg/cm2
LABOR ITEM No UNIT PRICE QUANTITY COST
B-0250 sticks and uncentering IN FOUNDATION M2 358.19 125.42 2040
B-0910 SUPPLY AND INSTALLATION OF STEEL
No. 3 (3 / 8 ") TON 17872.57 48.21
0003 B-0930 SUPPLY AND INSTALLATION OF STEEL
No. 5 (5 / 8 ") TON 19568.29 381.58 0020 B-0910
SUPPLY AND INSTALLATION OF STEEL
No. 3 (3 / 8") TON 17872.57 229.01 0013 B-0350
READY MIXED CONCRETE f'c = 200 kg/cm2
FOR STRUCTURES M3
1817.98 381.78 0210 B-0200 and vibrates CAST CONCRETE STRUCTURES
0210 45.81 218.16 M3 SUM 1,444.59
MATERIAL UNIT PRICE PERFORMANCE No COST ELEMENT
0.00 SUMA
MACHINERY UNIT PRICE PERFORMANCE ELEMENT not
SUM COST DIRECT COST 1,444.59 0.00
I-0030 CONCEPT
DATE
SHORING UNIT, ASSEMBLY AND DIE CAST CONCRETE
0.40x0.40x1.20 m C / 4 # 3 and
8 # 5 E # 3 @ 10 AND CONCRETE f'c = 200 kg/cm2 January 2002 ML
LABOR UNIT PRICE AMOUNT No COST ELEMENT
B-0250 sticks and M2 125.42 uncentering FOUNDATION IN 1920 337.12
B-0910 SUPPLY AND INSTALLATION OF STEEL
No. 3 (3 / 8 ") TON 17872.57 67.69
0004 B-0930 SUPPLY AND INSTALLATION OF STEEL
No. 5 (5 / 8") TON 19568.29 383.17 0020 B-0910
SUPPLY AND INSTALLATION OF STEEL
No. 3 (3 / 8 ") TON 17872.57 216.96 0012 B-0350
READY MIXED CONCRETE f'c = 200 kg/cm2
FOR STRUCTURES M3 1817.98 366.50 0202 B
-0200 and vibrates CASTING CONCRETE STRUCTURES
0202 43.98 218.16 M3 SUM 1,415.43
MATERIAL UNIT PRICE PERFORMANCE ELEMENT No COST AMOUNT 0.00
MACHINERY UNIT PRICE PERFORMANCE ELEMENT not
SUM COST DIRECT COST 1,415.43 0.00
I-
0040 CONCEPT: DATE
SHORING UNIT, ASSEMBLY AND CASTING OF CONCRETE
CONTRATRABE 0.20x0.50 m, ML
January 2002 ARMADA WITH 6 # 4, e = # 3 @ 10 cm. AND CONCRETE f'c = 200 kg/cm2
LABOR UNIT PRICE AMOUNT No COST ELEMENT
B-0250 sticks and M2 uncentering FOUNDATION IN 1680 294.98 125.42 B-0920
SUPPLY AND INSTALLATION OF STEEL
No. 4 (1 / 2 ") TON 19157.94 110.92 0006 B-0910
SUPPLY AND INSTALLATION OF STEEL
No. 3 (3 / 8") TON 17872.57 160.71 0009 B-0350
READY MIXED CONCRETE f'c = 200 kg/cm2 TO STRUCTURES M3
1,817.98
218.16 0120 B-0200 and vibrates CASTING CONCRETE STRUCTURES
M3 SUM 218.16 0120 26.18 810.95
MATERIAL UNIT PRICE PERFORMANCE ELEMENT No COST AMOUNT 0.00
MACHINERY UNIT PRICE PERFORMANCE ELEMENT not
COST COST DIRECT SUM 810.95 0.00
I-0120 CONCEPT: DATE
SHORING UNIT, ASSEMBLY AND CASTING OF LOCK
CONCRETE 0.20x0.45 m C / 5 # 5 2 # 3 January 2002 ML
E # 3 @ 10 AND CONCRETE f'c = 200 kg/cm2
LABOR UNIT PRICE AMOUNT No COST ELEMENT
B -0300 HO CONCRETE f'c = 200 kg/cm2 TO STRUCTURES M3
1246.84 117.83 0095 B-0910 SUPPLY AND INSTALLATION OF STEEL
No. 3 (3 / 8 ") TON 17872.57 155.69 0009 B-0930
SUPPLY AND INSTALLATION OF STEEL
No. 5 (5 / 8") TON 19568.29 158.99 0008 B-0200
and vibrates CASTING CONCRETE STRUCTURES M3
20.62 218.16 0095
B-0260 sticks and uncentering IN CHAINS,
M2 COLUMN AND CASTLES
SUM 156.27 140.64 593.77 0.90
No ELEMENT MATERIAL UNIT PRICE AMOUNT 0.00
COST PERFORMANCE MACHINERY
No COST ELEMENT PERFORMANCE UNIT PRICE AMOUNT 0.00
593.77
DIRECT COST I-0130
CONCEPT: DATE
SHORING UNIT, ASSEMBLY AND CASTING OF LOCK CONCRETE
0.20x0.45 m C / 4 # 5 2 # 3 January, 2002 ML
and E # 3 @ 10 AND CONCRETE f'c = 200 kg/cm2
LABOR UNIT PRICE AMOUNT No COST ELEMENT
B-0300 HO CONCRETE f'c = 200 kg/cm2 TO STRUCTURES M3
1246.84 117.83 0095 B-0910 SUPPLY AND INSTALLATION OF STEEL
No. 3 (3 / 8 ") TON 17872.57 155.69 0009 B-0930
SUPPLY AND PLACEMENT STEEL
No. 5 (5 / 8 ") TON 19568.29 127.19 0007 B-0200
and vibrates CASTING CONCRETE STRUCTURES M3
20.62 218.16 0095 B-0260 sticks and uncentering IN CHAINS,
COLUMNS AND CASTLES M2 156.27 140.64 0.90 SUMA
561.97 MATERIAL
No COST ELEMENT PERFORMANCE UNIT PRICE AMOUNT 0.00
MACHINERY
No COST ELEMENT PERFORMANCE UNIT PRICE AMOUNT 0.00
DIRECT COST 561.97
I-0140 CONCEPT: DATE
SHORING UNIT, ASSEMBLY AND CASTING OF LOCK
OF CONCRETE 0.20x0.45 m C / 4 # 4 2 # January 3, 2002 ML
and E # 3 @ 10 AND CONCRETE f'c = 200 kg/cm2
LABOR UNIT PRICE AMOUNT No COST ELEMENT
B- 0300 HO CONCRETE f'c = 200 kg/cm2 TO STRUCTURES M3
1246.84 117.83 0095 B-0910 SUPPLY AND INSTALLATION OF STEEL
No. 3 (3 / 8 ") TON 17872.57 155.69 0009 B-0920
SUPPLY AND INSTALLATION OF STEEL
No. 4 (1 / 2 ") TON 19157.94 73.72
0004 B-0200 and vibrates CAST CONCRETE STRUCTURES M3
20.62 218.16 0095 B-0260 sticks and uncentering IN CHAINS,
M2 COLUMN AND CASTLES SUM 156.27 508.49 0.90 140.64
MATERIAL UNIT PRICE PERFORMANCE ELEMENT No COST AMOUNT 0.00
MACHINERY UNIT PRICE PERFORMANCE ELEMENT not
COST COST DIRECT SUM 508.49 0.00
I-0150 CONCEPT: DATE
SHORING UNIT, ASSEMBLY AND CASTING CONCRETE
Lock Of 0.15x0.30 m C / 4 # 4, and January 2002 ML
E # 3 @ 10 AND CONCRETE f'c = 200 kg/cm2
LABOR UNIT PRICE AMOUNT No COST ELEMENT
B-0300 F HO CONCRETE 'c = 200 Kg/cm2 FOR STRUCTURES M3
1246.84 58.91 0047 B-0910 SUPPLY AND INSTALLATION OF STEEL
No. 3 (3 / 8 ") TON 17872.57 135.60 0008 B-0920
SUPPLY AND INSTALLATION OF STEEL
No. 4 (1 / 2 ") TON 19157.94 73.72
0004 B-0200 and vibrates CASTING CONCRETE STRUCTURES M3
10.31 218.16 0047 B-0260 sticks and uncentering IN CHAINS,
M2 COLUMN AND CASTLES
SUM 156.27 372.30 93.76 0.60
MATERIAL No ITEM UNIT PRICE AMOUNT 0.00
COST PERFORMANCE MACHINERY
No COST ELEMENT PERFORMANCE UNIT PRICE AMOUNT 0.00
DIRECT COST 372.30
I-0160 CONCEPT: DATE
SHORING UNIT, LOCK ASSEMBLY AND CASTING OF CONCRETE
0.20x0 40 m C / 4 # 4, and January 2002 ML
E # 3 @ 10 AND CONCRETE f'c = 200 kg/cm2
LABOR UNIT PRICE AMOUNT No COST ELEMENT
B-0300 CONCRETE f'c = HO 200 Kg/cm2 FOR STRUCTURES M3
1246.84 104.73 0084 B-0910 SUPPLY AND INSTALLATION OF STEEL
No. 3 (3 / 8 ") TON 17872.57 135.60 0008
B-0920 SUPPLY AND INSTALLATION OF STEEL
No. 4 (1 / 2 ") TON 19157.94 73.72
0004 B-0200 and vibrates CASTING CONCRETE STRUCTURES M3
18.33 218.16 0084 B-0260 sticks and uncentering IN CHAINS,
M2 COLUMN AND CASTLES SUM 156.27 457.40 0.80 125.02
MATERIAL UNIT PRICE PERFORMANCE ELEMENT No COST AMOUNT 0.00
MACHINERY UNIT PRICE PERFORMANCE ELEMENT not
COST COST DIRECT SUM 457.40 0.00
I-0170 CONCEPT: DATE UNIT
SHORING, ASSEMBLY AND CASTING OF CONCRETE
LOCK OF 0.20x0.40 m C / 5 # 4 and January 2002 ML
E # 2 @ 10 and f'c = 200 kg/cm2
LABOR UNIT PRICE AMOUNT No COST ELEMENT
B-0300 HO CONCRETE f'c = 200 kg/cm2 TO STRUCTURES M3
1246.84
104.73 0084 B-0890 SUPPLY AND INSTALLATION OF STEEL
No. 2 (1 / 4 ") TON 25313.55 86.80
0003 B-0920 SUPPLY AND INSTALLATION OF STEEL
No. 4 (1 / 2") TON 19157.94 92.15
B 0005 -0200 and vibrates CASTING CONCRETE STRUCTURES M3
18.33 218.16 0084 B-0260 sticks and uncentering IN CHAINS,
M2 COLUMN AND CASTLES
SUM 156.27 125.02 427.03 0.80
MATERIAL UNIT PRICE PERFORMANCE ELEMENT No COST AMOUNT 0.00
MACHINERY UNIT PRICE PERFORMANCE ELEMENT not
COST COST DIRECT SUM 427.03 0.00
I-0011 CONCEPT: DATE
UNIT SUPPLIES AND MANUFACTURE OF ISOLATED FROM ZAPATA
1.00x1.00x0.12 m, ARMADA January 2002 m2
WITH STEEL # 3 @ 20 cm AND CONCRETE f'c = 200 kg/cm2
LABOR UNIT PRICE AMOUNT No COST ELEMENT
B-0250 sticks and M2 uncentering FOUNDATION IN 1520 190.63 125.42 B-0910
SUPPLY AND INSTALLATION OF STEEL
No. 3 (3 / 8 ") TON 17872.57 123.04 0007 B-0300
HO CONCRETE f'c = 200 kg/cm2 for STRUCTURES M3
1246.84 285.53 0229 B-0200 and vibrates CAST CONCRETE STRUCTURES
M3 SUM 218.16 649.16 0229 49.96
MATERIAL UNIT PRICE PERFORMANCE ELEMENT not
SUM COST $ 0.00
MACHINERY UNIT PRICE PERFORMANCE ELEMENT not
SUM COST 0.00 DIRECT COST 649.16
I-0012 CONCEPT: DATE
UNIT SUPPLIES AND MANUFACTURE OF ISOLATED FROM ZAPATA
1.50x1.50x0.20 m,
ARMED WITH STEEL # 4 @ 20 cm AND CONCRETE January 2002 m2
F ' c = 200 Kg/cm2
LABOR UNIT PRICE ITEM No COST QUANTITY
B-0250 IN FOUNDATION uncentering sticks and M2 125.42 313.04 2496
B-0920 SUPPLY AND INSTALLATION OF STEEL
No. 4 (1 / 2 ") TON 19157.94 360.64 0019 B-0350
READY MIXED CONCRETE f'c = 200 kg / cm2
FOR STRUCTURES M3
1817.98 973.53 0536 B-0200 and vibrates CASTING CONCRETE STRUCTURES
M3 SUM 218.16 116.82 1,764.03 0536
No ELEMENT MATERIAL PERFORMANCE UNIT PRICE AMOUNT COST
0.00
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT
DIRECT COST SUM 1,764.03 0.00
I-0171
CONCEPT: DATE
SHORING UNIT, ASSEMBLY AND CASTING OF CONCRETE
LOCK OF 0.25x0.50 m C / 8 # 5, and E # 3 January 2002
ML @ 20 AND CONCRETE f'c = 200 kg/cm2
HAND
WORK UNIT PRICE AMOUNT No COST ELEMENT
B-0300 HO CONCRETE f'c = 200 kg/cm2 TO STRUCTURES M3
1246.84 163.65 0131 B-0910 SUPPLY AND INSTALLATION OF STEEL
No. 3 (3 / 8 ") TON 17,872.57
101.54 0006 B-0930 SUPPLY AND INSTALLATION OF STEEL
No. 5 (5 / 8 ") TON 19568.29 244.21 0012 B-0200
and vibrates CASTING CONCRETE STRUCTURES M3
28.63 218.16 0131 B-0250 sticks and uncentering IN FOUNDATION M2 125.42 190.63 1.52 728.67 SUM
MATERIAL UNIT PRICE PERFORMANCE ELEMENT No COST AMOUNT 0.00
MACHINERY UNIT PRICE PERFORMANCE ELEMENT not
COST COST DIRECT SUM 728.67 0.00
I-0172 CONCEPT: DATE
SHORING UNIT, ASSEMBLY AND CASTING OF CONCRETE LOCK
0.40x0.40 m C / 8 # 5, January 2002 ML
E # 3 @ 15 And f'c = 200 kg/cm2
LABOR UNIT PRICE AMOUNT No COST ELEMENT
B- 0300 HO CONCRETE f'c = 200 kg/cm2 TO STRUCTURES M3
1246.84 209.47 0168 B-0910 SUPPLY AND INSTALLATION OF STEEL
No. 3 (3 / 8 ") TON 17872.57 125.43 0007 B-0930
SUPPLY AND INSTALLATION OF STEEL
No. 5 (5 / 8") TON 19568.29 254.39 0013 B-0200
and vibrates CASTING CONCRETE STRUCTURES M3
218.16 0168 B-0260 36.65
sticks and uncentering IN CHAINS,
M2 COLUMN AND CASTLES SUM 156.27 650.94 0.16 25.00
MATERIAL UNIT PRICE PERFORMANCE ELEMENT No COST AMOUNT 0.00
MACHINERY UNIT PRICE PERFORMANCE ELEMENT No COST AMOUNT 0.00
DIRECT COST 650.94
I-0013 CONCEPT: DATE AND CONSTRUCTION SUPPLY UNIT
DE ZAPATA
AISLADA DE 1.20x1.20x0.25 m, ARMADA CON Enero 2004 PZA
ACERO # 5 @ 15 cm Y CONCRETO F'c=200 Kg/cm2
MANO DE OBRA
No ELEMENTO UNIDAD PRECIO CANTIDAD COSTO
B-0250 CIMBRADO Y DESCIMBRADO EN
CIMENTACION M2 125.42 1.200 150.50
B-0930 SUMINISTRO Y COLOCACION DE ACERO
No. 5 (5/8") TON 19,568.29 0.037 731.85
B-0350 CONCRETO PREMEZCLADO F'c=200 Kg/cm2
PARA ESTRUCTURAS M3 1,817.98 0.360 654.47
B-0200 COLADO Y VIBRADO DE CONCRETO EN
ESTRUCTURAS M3 218.16 0.360 78.54
SUMA 1,615.36
MATERIAL
No ELEMENTO UNIDAD PRECIO RENDIMIENTO COSTO
SUMA 0.00
MACHINERY UNIT PRICE PERFORMANCE ELEMENT not
SUM COST DIRECT COST 1,615.36 0.00
I-0031 CONCEPT: DATE
SHORING UNIT, ASSEMBLY AND DIE CASTING OF CONCRETE
0.60x0.60x0.60 m C / 12 # 4 and January 2004 PZA
E # 3 @ 15 And f'c = 200 kg/cm2
LABOR UNIT PRICE AMOUNT No COST ELEMENT
B-0250 sticks and uncentering IN FOUNDATION
M2 125.42 252.84 B-1440 0910 SUPPLY AND INSTALLATION OF STEEL
No. 3 (3 / 8 ") TON 17872.57 655.92 0037 B-0920
SUPPLY AND INSTALLATION OF STEEL
No. 4 (1 / 2") TON
19157.94 240.43 0013 B-0350 READY MIXED CONCRETE f'c = 200 kg/cm2
FOR STRUCTURES M3
1817.98 392.68 0216 B-0200 and vibrates CASTING CONCRETE STRUCTURES
0216 47.12 218.16 M3 SUM 1,589.00
MATERIAL UNIT PRICE ITEM No PERFORMANCE FEE AMOUNT 0.00
MACHINERY UNIT PRICE PERFORMANCE ELEMENT not
SUM COST DIRECT COST 1,589.00 0.00
I-0142 CONCEPT: DATE
SHORING UNIT, ASSEMBLY AND CASTING OF WORK OF FOUNDATION OF 0.25x0.35 m
C / 4 # 4, E # 2 2004 ML
MZO @ 20 AND CONCRETE F'c = 200 kg/cm2 (SIN Cimbri)
LABOR UNIT PRICE AMOUNT No COST ELEMENT
B-0300 HO CONCRETE f'c = 200 kg/cm2 TO STRUCTURES M3
1246.84 81.82 0066 B-0890 SUPPLY AND PLACEMENT OF STEEL
No. 2 (1 / 4 ") TON 25313.55 31.77
0001 B-0920 SUPPLY AND INSTALLATION OF STEEL
No. 4 (1 / 2") TON 19157.94 73.72
0004 B-0200 and vibrates CAST CONCRETE
STRUCTURES M3 SUM 218.16 201.63 0066 14.32
MATERIAL UNIT PRICE PERFORMANCE ELEMENT No COST AMOUNT 0.00
MACHINERY UNIT PRICE PERFORMANCE ELEMENT not
SUM COST DIRECT COST 201.63 0.00
I-0042 CONCEPT: DATE
UNIT ASSEMBLY AND CASTING OF CONCRETE
CONTRATRABE of 0.20x0.35 m, ARMED WITH 4 # 4 APR 2004 ML
e = # 2@0.20 m Y f'c = 250 kg/cm2
LABOR UNIT PRICE AMOUNT No COST ELEMENT
B-0920 SUPPLY AND INSTALLATION OF STEEL
No. 4 (1 / 2 ") TON 19157.94 73.95 0004 B-0890
SUPPLY AND PLACEMENT STEEL
No. 2 (1 / 4 ") TON 25313.55 49.56
0002 B-0360 READY MIXED CONCRETE f'c = 250 kg/cm2
FOR STRUCTURES WITH INTEGRAL WATERPROOFING
NOT INCLUDE PUMPING M3 0084 2338.20 196.41
B-0200 and vibrates CASTING CONCRETE STRUCTURES
M3 SUM 218.16 338.24 0084 18.33
MATERIAL UNIT PRICE PERFORMANCE ELEMENT No COST AMOUNT 0.00
MACHINERY UNIT PRICE PERFORMANCE ELEMENT not
COST COST DIRECT SUM 338.24 0.00
I-0055 CONCEPT
DATE
SHORING UNIT, ASSEMBLY AND CASTING SLAB CONCRETE FOUNDATION
0.12 m, ARMED WITH
January 2002 Welded Mesh M2 6x6 10/10
AND POLES OF # 3 @ 25 cm
FROM SHAFT OF HO
CONTRATRABES AND CONCRETE f'c = 250 kg/cm2
HAND
WORK UNIT PRICE AMOUNT No COST ELEMENT
B-0310 HO CONCRETE f'c = 250 kg/cm2 TO STRUCTURES M3
1365.47 172.05 0126 B-1000 SUPPLY AND INSTALLATION OF MESH 6x6 10/10
1.0200 M2 30.98 31.60
B- 0200 and vibrates CAST CONCRETE STRUCTURES M3
27.49 218.16 0126 B-0250
uncentering IN FOUNDATION AND SHORING M2 03.10 125.42 0.08 241.17 SUM
No ELEMENT MATERIAL UNIT PRICE AMOUNT YIELD COST $ 0.00
No ELEMENT UNIT EQUIPMENT PERFORMANCE COST AMOUNT PRICE
241.17 0.00 DIRECT COST
I-00105
CONCEPT: DATE
SHORING UNIT, ASSEMBLY AND CASTING SHOE RUN
2.10 x 0.30 m, ARMED WITH STEEL
NOV 2007 ML # 4@0.30 m, two-way # 4@0.30
WITH STICKS OF L = 2.40 m
m and L = 2.70 m. COMMON SHORING. INCLUDES:
MATERIALS, TOOLS, EQUIPMENT PROTECTION
. LABOR
No COST ELEMENT UNIT PRICE AMOUNT
B-0250 sticks and M2 uncentering FOUNDATION IN 0600 105.35 125.42 B-0920
SUPPLY AND INSTALLATION OF STEEL
No. 4 (1 / 2 ") TON 19157.94 1328.06
B-0069 0310 HO CONCRETE f'c = 250 kg/cm2 TO STRUCTURES M3
1365.47 877.45 0643
B-0200 and vibrates CASTING CONCRETE STRUCTURES
M3 SUM 218.16 140.19 2,451.05 0643
No ELEMENT MATERIAL UNIT PRICE AMOUNT 0.00
COST PERFORMANCE MACHINERY
No COST ELEMENT PERFORMANCE UNIT PRICE AMOUNT
DIRECT COST 2,451.05 0.00
I
-0014
CONCEPT: DATE
SHORING UNIT, ASSEMBLY AND CASTING OF ISOLATED FROM ZAPATA
1.20x1.20x0.30 m, ARMED WITH STEEL
NOV 2007 PZA # 4 @ 30 cm, BOTH DIRECTIONS AND WASH WITH
CONCRETOF'c = 250 Kg/cm3
LABOR UNIT PRICE AMOUNT No COST ELEMENT B-0250
uncentering in foundation formwork and M2 125.42 180.60 1440
B-0920 SUPPLY AND INSTALLATION OF STEEL
No. 4 (1 / 2 ") TON 19157.94 286.22 0015 B-0360
READY MIXED CONCRETE f'c = 250 kg/cm2
FOR STRUCTURES WITH INTEGRAL WATERPROOFING
NOT INCLUDE PUMPING M3 0432 2338.20 1010.10
B-0200 and vibrates CASTING CONCRETE STRUCTURES
0432 94.24 218.16 M3 SUM 1,571.17
No ELEMENT MATERIAL UNIT PRICE AMOUNT 0.00
COST PERFORMANCE MACHINERY
No COST ELEMENT PERFORMANCE UNIT PRICE AMOUNT
DIRECT COST 1,571.17 0.00
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