I-0050 CONCEPT: DATE
SUPPLY UNIT AND CONSTRUCTION FIRM
with f'c = 100 kg/cm2, 6 cm in January 2002 M2
THICK, REINFORCED WITH 6x6 MESH 10/10
LABOR UNIT PRICE AMOUNT No COST ELEMENT 
B-0250 IN
sticks and uncentering M2 FOUNDATION 18.44 125.42 0105 B-1000 SUPPLY AND INSTALLATION OF MESH B-0250 IN 
6x6 10/10 M2 30.98 34.70 1120 B-0200 and vibrates CASTING CONCRETE STRUCTURES M3 SUM 218.16 0105 22.91 $ 98.95
MATERIAL UNIT PRICE ITEM No COST AMOUNT AMOUNT 0.00
MACHINERY UNIT PRICE AMOUNT ELEMENT not
SUM COST DIRECT COST 98.95 0.00
I-0090 CONCEPT: DATE
SHORING UNIT, ASSEMBLY AND CASTING OF CONCRETE WALL
0.15x2.00 m C/12 # 5, January 2002 ML
16 # 3 and E # 3 @ 20 And f'c = 200 LABOR
Kg/cm2
No COST ELEMENT UNIT PRICE AMOUNT
B-0300 HO CONCRETE f'c = 200 kg/cm2 TO STRUCTURES M3
1246.84 392.75 0315 B-0910 SUPPLY AND INSTALLATION OF STEEL
No. 3 (3 / 8 ") TON 17872.57 437.94 0025 B-0930
SUPPLY AND INSTALLATION OF STEEL
No. 5 (5 / 8") TON 19568.29 381.58 0020 B-0200 and vibrates CASTING CONCRETE STRUCTURES M3
68.72 218.16 0315 B- 0260 sticks and uncentering IN CHAINS,
M2 COLUMN AND CASTLES SUM 156.27 4.30 671.97 1,952.96
No ELEMENT MATERIAL UNIT COST AMOUNT PRICE AMOUNT
0.00
MACHINERY UNIT PRICE AMOUNT ELEMENT not
SUM COST DIRECT COST 1,952.96 0.00
I-0100 CONCEPT: DATE
SHORING UNIT, ASSEMBLY AND CASTING OF CONCRETE WALL
0.15x1.20 m C / 4 # 3
E # 3 @ 20 And f'c = 200 kg/cm2 January 2002 ML
LABOR UNIT PRICE AMOUNT No COST ELEMENT
B-0300 HO CONCRETE f'c = 200 kg/cm2
STRUCTURES FOR M3
1246.84 235.65 0189 B-0910 SUPPLY AND INSTALLATION OF STEEL
No. 3 (3 / 8 ") TON 17872.57 233.03 0013 B-0200
CAST AND CONCRETE IN
VIBRATED STRUCTURES M3 41.23 218.16 0189 B-0260 sticks and uncentering IN CHAINS, M2 COLUMN AND CASTLES SUM 156.27 931.85 2.70 421.93
MATERIAL UNIT PRICE QUANTITY ITEM No COST AMOUNT 0.00
MACHINERY UNIT PRICE AMOUNT No COST ELEMENT
0.00 SUM DIRECT COST 931.85
I-0180 CONCEPT: DATE
SHORING UNIT, ASSEMBLY AND CASTING CONCRETE SLAB
10 cm
ARMED WITH BOTH RODS # 3@0.15 m in January 2002 M2
SENSES AND CONCRETE f'c = 200 Kg/cm2
LABOR ELEMENT UNIT No QUANTITY PRICE COST B-0300
HO CONCRETE f'c = 200 kg/cm2 TO STRUCTURES M3
1246.84 130.92 0105 B-0910 SUPPLY AND INSTALLATION OF STEEL
No. 3 (3 / 8 ") TON 17872.57 140.62 0.0079
B- 0850 uncentering formwork and slab and RAMPS, M2 APPARENT SUM 143.13 143.13 414.67 1.00
No ELEMENT MATERIAL UNIT COST AMOUNT PRICE AMOUNT 0.00
MACHINERY UNIT PRICE AMOUNT No COST ELEMENT
DIRECT COST SUM 414.67 0.00
I
-0190
CONCEPT: DATE
SHORING UNIT, ASSEMBLY AND CASTING
RAMP CONCRETE WITH ROD ARMADA 12 cm
BOTH DIRECTIONS # 3@0.15 m in January 2002 and ready-mix M2
f'c = 200 kg/cm2
LABOR UNIT PRICE AMOUNT No COST ELEMENT
B-0350 READY MIXED CONCRETE f'c = 200 Kg/cm2
FOR STRUCTURES M3
1817.98 229.07 0126 B-0910 SUPPLY AND INSTALLATION OF STEEL
No. 3 (3 / 8 ") TON 17872.57 140.62 0.0079
B-0200 and vibrates CASTING CONCRETE STRUCTURES 218.16 M3 0126 27.49 B-0260 sticks and uncentering IN CHAINS,
M2 COLUMN AND CASTLES SUM 156.27 553.45 1.00 156.27
MATERIAL UNIT PRICE AMOUNT No COST ELEMENT SUMA
0.00
MACHINERY UNIT PRICE AMOUNT No COST ELEMENT
DIRECT COST SUM 553.45 0.00
I-0185 CONCEPT: DATE
SHORING UNIT, ASSEMBLY AND CASTING CONCRETE SLAB
10 cm ARMED WITH STICKS
# 3 @ 0.15 m in January 2002 M2 BOTH DIRECTIONS AND
f'c = 150 kg/cm2
LABOR UNIT PRICE AMOUNT No COST ELEMENT
B-0290 CONCRETE f'c = 150 kg/cm2 HO FOR STRUCTURES
1137.70 M3 0105 119.46
B-0910 SUPPLY AND INSTALLATION OF STEEL
No. 3 (3 / 8 ") TON 17872.57 140.62 0.0079
B-0200 And vibrates CAST CONCRETE STRUCTURES M3 22.91 218.16 0105 B-0850 formwork and slab and
uncentering RAMPS, M2 APPARENT
SUM 143.13 143.13 426.12 1.00
No ELEMENT MATERIAL UNIT COST AMOUNT PRICE AMOUNT 0.00
EQUIPMENT ITEM No COST QUANTITY UNIT PRICE AMOUNT 0.00
DIRECT COST 426.12
I-0187
No COST ELEMENT UNIT PRICE AMOUNT
SHORING, ASSEMBLY AND CASTING CONCRETE SLAB
12 cm MESH NAVY WITH ELECTRO
M2 6x6 10/10 January 2002 And
f'c = 250 kg/cm2
LABOR
No COST ELEMENT UNIT PRICE AMOUNT
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 CASTING CONCRETE STRUCTURES M3 27.49 218.16 0126 B-0250 sticks and uncentering FOUNDATION IN
M2 SUM 125.42 258.23 0.22 9.27
No ELEMENT MATERIAL UNIT COST AMOUNT PRICE AMOUNT 0.00
No ELEMENT UNIT EQUIPMENT QUANTITY PRICE COST COST
DIRECT SUM 258.23 0.00
I-0186
CONCEPT: DATE
SHORING UNIT, ASSEMBLY AND CASTING CONCRETE SLAB
10 cm ARMED WITH STICKS
# 3@0.30 m 2004 M2 MZO BOTH DIRECTIONS AND
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
1246.84 130.92 0105 B-0910 SUPPLY AND INSTALLATION OF STEEL
No. 3 (3 / 8 ") TON 17872.57 126.56 0.0071
B-0200 and vibrates CASTING CONCRETE STRUCTURES M3 22.91 218.16 0105 B-0850 formwork and slab and
uncentering RAMPS, APPARENT
M2 143.13 143.13 1.00 423.52 SUM MATERIAL
No COST ELEMENT UNIT PRICE QUANTITY AMOUNT 0.00
MACHINERY UNIT PRICE AMOUNT No COST ELEMENT
DIRECT COST SUM 423.52 0.00
I-0189
No COST ELEMENT UNIT PRICE AMOUNT
SHORING, ASSEMBLY AND CASTING CONCRETE RAMP
10 cm ARMED WITH STICKS
# 3@0.20 m MZO BOTH DIRECTIONS AND CONCRETE READY MIXED 2004 M2
f'c = 200 kg/cm2
LABOR UNIT PRICE AMOUNT No COST ELEMENT
B-0350 F READY MIXED CONCRETE 'c = 200 Kg/cm2
STRUCTURES M3 PARS 1,817.98
190.89 0105 B-0910 SUPPLY AND INSTALLATION OF STEEL
No. 3 (3 / 8 ") TON 17872.57 100.44 0.0056
B-0200 and vibrates CASTING CONCRETE STRUCTURES M3 22.91 218.16 0105 B-0850 uncentering sticks and slabs And
RAMPS, APPARENT M2 01.10 143.13 157.45 471.68 SUM
No ELEMENT MATERIAL UNIT COST AMOUNT PRICE AMOUNT 0.00
MACHINERY UNIT PRICE AMOUNT No COST ELEMENT
DIRECT COST SUM 471.68 0.00
I-1300 CONCEPT:
SHORING UNIT DATE OF PRINTS AND CASTING
f'c = 200 kg/cm2 DE 0.65 x 0.65 m x 10 cm
THICK, FINISH BRUSH MZO 2004 M2
LABOR UNIT PRICE AMOUNT No COST ELEMENT
B-0300 HO CONCRETE f'c = 200 kg/cm2 TO STRUCTURES M3
1246.84 130.92 0105
B-0250 sticks and uncentering FOUNDATION IN
M2 32.61 125.42 0.2600
B-0200 and vibrates CASTING CONCRETE STRUCTURES M3
22.91 218.16 0105 B-1274 POLISHED FINISH ON CONCRETE FLOORS M2 58.10 01.10 63.91 250.34
SUM MATERIAL
No ITEM UNIT PRICE QUANTITY AMOUNT COST
0.00
MACHINERY UNIT PRICE AMOUNT No COST ELEMENT
DIRECT COST SUM 250.34 0.00
I-0184 CONCEPT: DATE
SHORING UNIT, ASSEMBLY AND CASTING OF CONCRETE GARAGE
10 cm
SEMICIRCULAR, r = 1.00 m,
ARMED WITH BOTH RODS # 3@0.15 m ABR 2004 M2
SENSES f'c = 200 kg/cm2
LABOR UNIT PRICE AMOUNT No COST ELEMENT
B-0300 HO CONCRETE f'c = 200 kg/cm2 TO STRUCTURES M3
1246.84 102.82 0082 B- 0910 SUPPLY AND INSTALLATION OF STEEL
No. 3 (3 / 8 ") TON 17872.57 180.80 0.0101 B-0200 and vibrates CASTING CONCRETE STRUCTURES 0082 17.99 218.16 M3 B-0850
formwork and slab and
uncentering RAMPS, M2 APPARENT
SUM 143.13 112.41 414.02 0785
No ELEMENT MATERIAL UNIT COST AMOUNT PRICE AMOUNT 0.00
MACHINERY UNIT PRICE AMOUNT No COST ELEMENT
SUM 414.02 0.00
DIRECT COST I-1330
CONCEPT: UNIT DATE 10-14-28 tabicón
WALL ALONG WITH
cement-sand mortar, flattened
SPONGE BY BOTH SIDES WITH
1:5 cement-sand mortar M2 May-06 LABOR
No COST ELEMENT UNIT PRICE AMOUNT
WALL B-1160 10-14-28
tabicón COUPLED SOLID C / 1:5 M2 CEM.ARENA
7.76 193.97 0040 B-1300
LEVELLING MORTAR MIX 1:5 cement sand
M2 141.08 141.08 1000 DETAIL% INCREASE BY SUM 148.84 171.16 22.33 0.1500 ELEMENT No MATERIAL
UNIT COST AMOUNT PRICE AMOUNT 0.00
MACHINERY UNIT PRICE AMOUNT No COST ELEMENT
DIRECT COST SUM 171.16 0.00
I-1340 CONCEPT: DATE UNIT
CONCRETE SLAB CONSTRUCTION OF 0.10 m
, angled, 1.58 x 4.55 m,
HO CONCRETE f'c = 200 kg/cm2,
ARMED WITH STEEL # 3 @ 15 cm, ML
BOTH DIRECTIONS in January 2002, INCLUDES: MATERIALS, MANO DE OBRA
, TOOLS, SCAFFOLDING AND OTHER EQUIPMENT
for proper implementation. LABOR
No UNIT PRICE AMOUNT COST ELEMENT B-0850
formwork and slab and
uncentering RAMPS, M2 APPARENT 1030.56 143.13 7200 B-0910 SUPPLY AND INSTALLATION OF STEEL No. 3 (3 / 8 ") TON 17,872.57 0020 B-0300 361.31
HO CONCRETE f'c = 200 kg/cm2 TO STRUCTURES M3
1000 1246.84 1246.84
B-0200 and vibrates CAST CONCRETE STRUCTURES
M3 218.16 218.16 PERCENT BY 1000 DETAIL% 2856.87 3428.24 0.20 571.37 SUM
MATERIAL UNIT PRICE QUANTITY ITEM No COST AMOUNT 0.00
MACHINERY UNIT PRICE AMOUNT ELEMENT not
SUM COST DIRECT COST 3,428.24 0.00
I-1350 CONCEPT:
UNIT CONSTRUCTION DATE Rafter
LADDER WITH ASSEMBLY AND TRACES OF STRUCTURAL ANGLE
3 / 16 "x 2", May-06 PZA
ARMED WITH STICKS OF No 3 @
15 cm
AND CAST CONCRETE f'c = 200 kg/cm2 INCLUDES: MATERIALS, DEBRIS
, PLACEMENT ON SITE,
MACHINERY, HAND
LABOR AND EQUIPMENT REQUIRED FOR PROPER EXECUTION
. LABOR
No COST ELEMENT UNIT PRICE AMOUNT B-1900 MANUFACTURE OF BEAMS AND METAL ELEMENTS BASED
POLIN (Monte),
ANGLES AND STRUCTURAL Kg SOLERAS 10751.70 61.76 174 100 B-0850
formwork and slab and
uncentering RAMPS, APPARENT M2 143.13 450.87 3150 B-0300
HO CONCRETE f'c = 200 kg/cm2 TO STRUCTURES M3
1246.84 196.38 0158 B-0200 and vibrates CASTING CONCRETE STRUCTURES M3
218.16 0158 34.36 681.61% PERCENTAGE FOR DETAIL SUM 11,569.63 136.32 0.20
MATERIAL
No ITEM UNIT PRICE QUANTITY AMOUNT COST
0.00
MACHINERY UNIT PRICE AMOUNT ELEMENT not
SUM COST DIRECT COST 11,569.63 0.00
I-1360 CONCEPT: DATE
UNIT CONSTRUCTION OF STAIRS
0.30x0.30x13.00 Rafter MLY 15 May-06 PZA
0.70x0.30x0.05 m FOOTSTEPS OF RODS OF ARMED
No 3 and No 5, E = # 2 @
20 cm AND CAST CONCRETE f'c = 200 kg/cm2
INCLUDES : MATERIALS,
DEBRIS, EQUIPMENT, LABOR AND EQUIPMENT
REQUIRED FOR PROPER EXECUTION. LABOR
ITEM No UNIT PRICE QUANTITY COST B-0850 formwork and slab and uncentering RAMPS, M2 APPARENT
1903.85 143.13 13 301 B-0890 SUPPLY AND INSTALLATION OF STEEL
No. 2 (1 / 4 ") TON 25313.55 545.82 0022 B-0910
SUPPLY AND PLACEMENT OF STEEL
No. 3 (3 / 8 ") TON 17872.57 270.78 0015 B-0930
SUPPLY AND INSTALLATION OF STEEL
No. 5 (5 / 8") TON 1490.96 19568.29 0127-0300
B CONCRETE f'c HO = 200 Kg/cm2 FOR STRUCTURES M3
1879.61 1246.84 1508 B-0200 and vibrates CASTING CONCRETE STRUCTURES M3
218.16 1508 328.88% PERCENTAGE FOR DETAIL
7419.90 1483.98 0.20 SUM 8,903.88
MATERIAL UNIT PRICE QUANTITY ITEM No COST AMOUNT 0.00
MACHINERY UNIT PRICE AMOUNT ELEMENT not
SUM COST DIRECT COST 8,903.88 0.00
I-1370 CONCEPT: DATE AND CONSTRUCTION SUPPLY UNIT
WALL PANEL STRUCTURAL, "W" or Covintec,
Zampa and LEVELLING MORTAR OF JUL 2007 M2
1:5 CEMENT SAND AND REGISTERED WITH THE # 3
RODS EACH 50 cm,
BOTH SIDES, PLACED ON DIAMOND INCLUDES:
TOOLS AND EQUIPMENT NECESSARY
WASTE AND LABOR. LABOR
No COST ELEMENT UNIT PRICE AMOUNT
B-01 302 STROKE AND LEVELING WITH WIRE LEAD Nivelet M2 25.10 10.25 1000 B-0885 SHORING FOR WALL APPARENT
30 cm in thickness using METAL SPACERS SHIMS
M2 150.13 150.13 1000 B-1290
ZAMPA MIXING PANEL ON POLYSTYRENE
M2 71.08 35.54 2000 B-1300
LEVELLING MORTAR MIX
1:5 cement sand
M2 282.16 141.08 2000 DETAIL% PERCENTAGE FOR
AMOUNT 0.00 0.00 513.62 513.62
MATERIAL UNIT PRICE AMOUNT ELEMENT not
SUM COST MACHINES
0.00 ITEM No COST QUANTITY UNIT PRICE AMOUNT 0.00
DIRECT COST 513.62
I-1380 CONCEPT: DATE
UNIT SUPPLY AND CONSTRUCTION OF STRUCTURAL PANEL
Tiles, "W" or Covintec,
shiver in
BORDERS FOR CASTING OF CONCRETE F 'c = 100 Kg/cm2, REINFORCED
JUL 2007 M2 # 3 RODS OF EVERY 30 cm, and flatten
ARENA WITH 1:5 CEMENT MORTAR BED IN LOWER
INCLUDES TOOLS, EQUIPMENT NEEDED
, WASTE AND
WORKMANSHIP. LABOR
No COST ELEMENT UNIT PRICE AMOUNT B-0850 sticks and uncentering IN SLABS AND RAMPS, APPARENT M2 28.63 143.13 0200 B-0886
SUPPLY AND PLACEMENT OF SLAB
STRUCTURAL PANEL MADE WITH
3 "Covintec OR OTHERWISE, INCLUDING:
MATERIALS NEEDED FOR STEEL REINFORCEMENTS
, HAND TOOLS AND WORK
. M2 1000 213.05 213.05 B-1290
ZAMPA MIXING PANEL ON POLYSTYRENE
M2 35.54 35.54 1000 B-0280
HO CONCRETE f'c = 100 kg/cm2
TEMPLATE FOR M3
63.19 902.69 0070 B-0200 and vibrates CASTING CONCRETE STRUCTURES M3
SUM 218.16 355.67 15.27 0.07
MATERIAL UNIT PRICE AMOUNT ELEMENT not
SUM COST 0.00
MACHINERY UNIT PRICE AMOUNT No COST ELEMENT
DIRECT COST SUM 355.67 0.00
I-0200 CONCEPT: DATE
SHORING UNIT, ASSEMBLY AND CASTING CONCRETE FLOOR
20 cm, ARMED WITH DOUBLE GRILL MAY 2008 M2
STEEL # 4 (1 / 2 ") @ 25 cm
IN BOTH DIRECTIONS
LABOR UNIT PRICE AMOUNT No COST ELEMENT
B-0300 HO CONCRETE f'c = 200 kg/cm2 TO STRUCTURES M3
0210 1246.84 261.84
B-0920 SUPPLY AND INSTALLATION OF STEEL
No. 4 (1 / 2 ") TON 19157.94 381.63 0.0199
B-0200 CAST AND CONCRETE VIBRATED M3 STRUCTURES IN
45.81 218.16 0210 B-0260 sticks and uncentering IN CHAINS, M2 COLUMN AND CASTLES SUM 156.27 845.55 1.00 156.27
MATERIAL UNIT PRICE QUANTITY ITEM No COST AMOUNT 0.00
MACHINERY UNIT PRICE AMOUNT No COST ELEMENT
DIRECT COST SUM 845.55 0.00
I-1345 CONCEPT: DATE
UNIT CONSTRUCTION OF CONCRETE SLAB
0.10 m, inclined, 1.58 x 4.55 m, HO CONCRETE WITH
f'c = 200 kg/cm2, NAVY MAY 2008 M2
WITH STEEL # 3 @ 15 cm in both directions,
INCLUDES: MATERIAL, LABOR,
TOOLS, SCAFFOLDING AND OTHER EQUIPMENT FOR PROPER EXECUTION
. LABOR
No COST ELEMENT UNIT PRICE AMOUNT
B-0850 sticks and uncentering IN SLABS AND RAMPS, APPARENT M2 143.13 143.13 1000 B-0920 SUPPLY AND INSTALLATION OF STEEL
No. 4 (1 / 2 ") TON 19157.94 381.63 0020 B-0300
HO CONCRETE f'c = 200 kg/cm2 TO STRUCTURES M3
1025 1246.84 1278.01
B-0200 and vibrates CASTING CONCRETE STRUCTURES
M3 SUM 218.16 223.61 2,026.38 1025
MATERIAL UNIT PRICE ITEM No COST QUANTITY SUMA
0.00
MACHINERY UNIT PRICE AMOUNT ELEMENT not
SUM COST DIRECT COST 2,026.38 0.00
I-0205 CONCEPT: DATE
SHORING UNIT, ASSEMBLY AND CASTING CONCRETE FLOOR
20 cm, ARMED WITH A JAN 2009 M2
STEEL GRILL # 3 (3 / 8 ") @ 20 cm
IN BOTH DIRECTIONS
LABOR UNIT PRICE AMOUNT No COST ELEMENT
B-0300 HO CONCRETE f'c = 200 kg/cm2
STRUCTURES FOR M3
1246.84 261.84 0210 B-0910 SUPPLY AND INSTALLATION OF STEEL
No. 3 (3 / 8 ") TON 17872.57 178.75 0.0100
B-0200 and vibrates CASTING CONCRETE STRUCTURES M3 45.81 218.16 0210 B-0250 sticks and uncentering FOUNDATION IN
M2 SUM 125.42 536.56 0.40 50.17
MATERIAL UNIT PRICE QUANTITY ITEM No COST AMOUNT 0.00
MACHINERY
No ELEMENT COST QUANTITY UNIT PRICE AMOUNT 0.00
DIRECT COST 536.56
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