It's been over 2 years and has finally been a decision that is favorable to me and condemns SA
Dufer Graphics Supplies
Thanks to everyone who gave me encouragement at the time.
Thanks!
Tuesday, December 1, 2009
Difference Between Mino And Ultra Flip Camera
After 2 years
It's been over 2 years and has finally been a decision that is favorable to me and condemns SA
Dufer Graphics Supplies
Thanks to everyone who gave me encouragement at the time.
Thanks!
It's been over 2 years and has finally been a decision that is favorable to me and condemns SA
Dufer Graphics Supplies
Thanks to everyone who gave me encouragement at the time.
Thanks!
Wednesday, November 11, 2009
Were I Can Sell Gemstone Toronto
THE INTERLACE -EDIFICIOS ENTRELAZADOS-
Architecture: The Interlace, a set of interlinked buildings for Singapore [Office for Metropolitan Architecture, OMA].
Article from Internet: www.arq.com.mx 
Architecture: The Interlace, a set of interlinked buildings for Singapore [Office for Metropolitan Architecture, OMA].
Designed by Office for Metropolitan Architecture [OMA], "The Interlace-is located in the green belt outside the city in Singapore. Consists of 31 stacked apartment blocks, each six stories high and identical in length and as a result, 170,000 square feet of gross floor area and 1,040 apartments.
In an area of \u200b\u200babout 170.000 m2 south of Singapore is expected to develop a 1.040 residential apartments, with large open spaces, and a green belt around, but with the particularity that breaks the typical organization in isolated blocks. The Interlace, and the project is called, consists of 31 blocks of same size [6 storeys] stacked so that large spaces are formed hexagonal areas inside.
Each block of houses is a bridge, and the support points between them are always performed in the same place, and there are six different orientations of blocks and a maximum height of 24 floors [6 x 4 levels]. Each block has a roof garden for the enjoyment of the community, along with gardens arranged in floor, makes The Interlace reinstate the green nature that go away with its construction.
interesting thing about the strategy used by OMA is the density achieved, while being able to maintain the privacy of departments by the distance and views.
Another result of this strategy of stacking spaces are all displayed both at ground level and on the covers of these blocks. To see the project plan, we distinguish a series of courts with equipment for the community. In this way the OMA proposal becomes a vertical community, which departs from the typical tower. According
OMA
account, this design incorporated several variables of sun, wind and the local microclimate, in addition to passive energy strategies under impact.
The project is carried out by Ole Scheeren [OMA partner] and Eric Chang.
In an area of \u200b\u200babout 170.000 m2 south of Singapore is expected to develop a 1.040 residential apartments, with large open spaces, and a green belt around, but with the particularity that breaks the typical organization in isolated blocks. The Interlace, and the project is called, consists of 31 blocks of same size [6 storeys] stacked so that large spaces are formed hexagonal areas inside.
Each block of houses is a bridge, and the support points between them are always performed in the same place, and there are six different orientations of blocks and a maximum height of 24 floors [6 x 4 levels]. Each block has a roof garden for the enjoyment of the community, along with gardens arranged in floor, makes The Interlace reinstate the green nature that go away with its construction.
interesting thing about the strategy used by OMA is the density achieved, while being able to maintain the privacy of departments by the distance and views.
Another result of this strategy of stacking spaces are all displayed both at ground level and on the covers of these blocks. To see the project plan, we distinguish a series of courts with equipment for the community. In this way the OMA proposal becomes a vertical community, which departs from the typical tower. According
OMA
account, this design incorporated several variables of sun, wind and the local microclimate, in addition to passive energy strategies under impact.
The project is carried out by Ole Scheeren [OMA partner] and Eric Chang.
Article from Internet: www.arq.com.mx
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PIRÁMIDE URBANA DE TOKIO
The pyramid city of Tokyo, an urban area within a three-dimensional structure [Shimizu Corporation].
Article from Internet: www.arq.com.mx 
The pyramid city of Tokyo, an urban area within a three-dimensional structure [Shimizu Corporation].
Replicating the old model of Egypt, the challenge is to build a pyramid-shaped structure that houses a 750 000 inhabitants, homes, offices and vehicles. This is a Japanese architectural project aims to build a metropolis in a pyramid in the center of Tokyo Bay. A building complex amazing inside, which would cover two dozen 80-story skyscraper in height. The structure with a height of 2.004 meters, aims to rid the city of Tokyo's massive growth of its population.
Tokyo is one of the world's most populous cities. A futuristic Japanese engineering project could solve this problem by building a megapirámide right in the middle of Tokyo Bay. A striking building complex, which would cover inside two dozen 80-story skyscraper in height.
A project for a couple of years that aims to create an enormous pyramid in Tokyo Bay. In it, could live up to 750.000 people and, with respect to size, would be equivalent to 55 pyramids of Giza. Most engineering marvel designed by man: an urban space into a spectacular three-dimensional structure.
project is a dreamer / utopian developed by Shimizu Corporation to solve the problem of urban space in Tokyo. Be located just between Odaiba and the artificial island where lives one of the stars of the movie Babel [right in the center of this map].
All this arose from the ideas of the Shimizu Corporation, due to the lack of urban space in Tokyo. I must say that although it is a completely ingenious idea, the costs of such building must be quite high, and it seems completely unrealistic.
Tokyo is one of the world's most populous cities. A futuristic Japanese engineering project could solve this problem by building a megapirámide right in the middle of Tokyo Bay. A striking building complex, which would cover inside two dozen 80-story skyscraper in height.
A project for a couple of years that aims to create an enormous pyramid in Tokyo Bay. In it, could live up to 750.000 people and, with respect to size, would be equivalent to 55 pyramids of Giza. Most engineering marvel designed by man: an urban space into a spectacular three-dimensional structure.
project is a dreamer / utopian developed by Shimizu Corporation to solve the problem of urban space in Tokyo. Be located just between Odaiba and the artificial island where lives one of the stars of the movie Babel [right in the center of this map].
All this arose from the ideas of the Shimizu Corporation, due to the lack of urban space in Tokyo. I must say that although it is a completely ingenious idea, the costs of such building must be quite high, and it seems completely unrealistic.
Article from Internet: www.arq.com.mx
Thursday, October 29, 2009
How Can I Get A Fake Id For Ontario
Advance works - September 2009
In late September President and the treasurer had a site visit with the technical department, where they made some shots with the progress of the work. Here I attach some of them. 
In late September President and the treasurer had a site visit with the technical department, where they made some shots with the progress of the work. Here I attach some of them.
Garages.
pool.
Ramp portal.
patio.
Kitchen.
Bath.
Storages.
garbage room.
Sunday, July 12, 2009
Free User Name For Sean Cody
Restarting works
On 1 July 2009 has begun the resumption of the works of Parcel 18B Fuentelucha.
The company will carry out these works is Factecsa. The deadline for end of construction is scheduled for 28 February 2010. The delivery of housing will be in June or so.
Affected From the Association of Parcel 18B Fuentelucha that we work to follow their normal course work and in less than a year we can all enjoy our stories. We will keep you
as we having more information.
The company will carry out these works is Factecsa. The deadline for end of construction is scheduled for 28 February 2010. The delivery of housing will be in June or so.
Affected From the Association of Parcel 18B Fuentelucha that we work to follow their normal course work and in less than a year we can all enjoy our stories. We will keep you
as we having more information.
Thursday, April 2, 2009
Why Does Cena Hold Six Fingers Up
Fuentelucha Association
Set Home Group, SA, the company behind the plot Fuentelucha 18B, has filed voluntary bankruptcy creditors.
All creditors, including the future homeowners, we must submit our claims before the Commercial Court number 4 in Madrid before 24 April 2009 , deadline, which is extremely urgent prepare the documentation as soon as possible.
Please note that the letter sent by the administrators have a very serious bug, the documentation is not filed with the court before twenty days from receipt of the letter. Bankruptcy law is very clear on that point, thirty days after publication in the Official Gazette.
In the month of March has been a patient organization of the plot 18B with a dual purpose:
1. Discussions and negotiations with the parties involved: Set Home Group, Emvialsa, City of Alcobendas, BBVA, etc.
2. Help manage the 121 affected all proceedings before the bankruptcy.
Are you the future owner of the plot and still are not associated, you can do so by sending an email to parcela18b@hotmail.com .
The initial fee for membership is 100.00 € and the rest to complete the lawyers' fees will be paid gradually over the coming months.
Why partner?
Partner has a number of advantages:
1. The parties involved did not meet with each and every one of those affected, but a representation of them. So communication and negotiation is faster, smoothly and effectively.
2. Are centralized procedures for filing claims before the commercial court, by presenting a single file instead of 121.
3. The minutes of counsel is less if the contract is that if individual collective.
4. The credit will no longer be individual but collective, bringing the power of decision with the parties involved is much higher. Defend is not the same 121 credits of 120,000 € that only one of 14.5 million euros.
Documentation Association:
1. Registration form duly signed. That provided by email.
2. Photocopy of ID of all persons signing the purchase agreement with Set Home.
3. Photocopy of the first sheet Set Home contract to verify that you are awarded.
4. Deposit slip at the bank, clearly the name of the first bidder. The account will be provided by email.
Documents required for the court:
1. Copies of the six sheets of the contract with a notary entitled Set Home.
2. Copies of all ID's that have signed the contract standing before a notary.
3. Personal guarantee legitimate copy of a notary.
4. Copies of all payments made to Set Home (input and letters). No need to be legitimized by a notary, a photocopy is sufficient.
5. All documentation must be presented together with a letter written by a lawyer in the rating is sought credit, among other things.
Important documentation is not submitted on time or not correctly describe the affected credit could lose your home and the money paid. 
Set Home Group, SA, the company behind the plot Fuentelucha 18B, has filed voluntary bankruptcy creditors.
All creditors, including the future homeowners, we must submit our claims before the Commercial Court number 4 in Madrid before 24 April 2009 , deadline, which is extremely urgent prepare the documentation as soon as possible.
Please note that the letter sent by the administrators have a very serious bug, the documentation is not filed with the court before twenty days from receipt of the letter. Bankruptcy law is very clear on that point, thirty days after publication in the Official Gazette.
In the month of March has been a patient organization of the plot 18B with a dual purpose:
1. Discussions and negotiations with the parties involved: Set Home Group, Emvialsa, City of Alcobendas, BBVA, etc.
2. Help manage the 121 affected all proceedings before the bankruptcy.
Are you the future owner of the plot and still are not associated, you can do so by sending an email to parcela18b@hotmail.com .
The initial fee for membership is 100.00 € and the rest to complete the lawyers' fees will be paid gradually over the coming months.
Why partner?
Partner has a number of advantages:
1. The parties involved did not meet with each and every one of those affected, but a representation of them. So communication and negotiation is faster, smoothly and effectively.
2. Are centralized procedures for filing claims before the commercial court, by presenting a single file instead of 121.
3. The minutes of counsel is less if the contract is that if individual collective.
4. The credit will no longer be individual but collective, bringing the power of decision with the parties involved is much higher. Defend is not the same 121 credits of 120,000 € that only one of 14.5 million euros.
Documentation Association:
1. Registration form duly signed. That provided by email.
2. Photocopy of ID of all persons signing the purchase agreement with Set Home.
3. Photocopy of the first sheet Set Home contract to verify that you are awarded.
4. Deposit slip at the bank, clearly the name of the first bidder. The account will be provided by email.
Documents required for the court:
1. Copies of the six sheets of the contract with a notary entitled Set Home.
2. Copies of all ID's that have signed the contract standing before a notary.
3. Personal guarantee legitimate copy of a notary.
4. Copies of all payments made to Set Home (input and letters). No need to be legitimized by a notary, a photocopy is sufficient.
5. All documentation must be presented together with a letter written by a lawyer in the rating is sought credit, among other things.
Important documentation is not submitted on time or not correctly describe the affected credit could lose your home and the money paid.
Wednesday, January 7, 2009
Rapid Heart Rate Lightheaded Cough
Matrices de Estructuras Metálicas
B-1900 CONCEPT:
MANUFACTURING UNIT DATE OF BEAMS AND LOAD FACTORS WITH METAL
POLIN (MONTE) JANUARY 2002 Kg
LABOR UNIT PRICE PERFORMANCE No COST ELEMENT
O-0425 1.95 0.0067 292.13 JOR ASSISTANT
O-1600 0.007 03.12 467.41 JOR WELDER
3 INTERMEDIATE COMMAND AND TOOL% 0130 06.05 0.66 5.72 SUM
No ELEMENT MATERIAL UNIT COST PRICE PERFORMANCE
M-2700 CONSTRUCTION OF BEAMS WITH POLIN
(MONTE) Kg 1030 16.50 17.00
ELECTRIC WELDING M-2800 49.50 0.1000 4.95 60/13 Kg
MISCELLANEOUS MATERIAL
4.39% 0200 21.95 26.33 SUM
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT
Q-0600 TO 300 AMP WELDER MACHINE PART 49500.00 24.75 0.0005
Q-0650 POLISHER, FACE AND ACCESSORIES LOT
SUMA 4950.00 29.70 4.95 0001
DIRECT COST 61.76
B-1910 CONCEPT: DATE
MANUFACTURING UNIT TO CANCEL, WINDOWS AND DOORS WITH METALLIC ELEMENTS
BRAND JANUARY 2002 Kg
PROLAMSA or similar, including: SUPPLIES,
DEBRIS, LIFTS, LOANS, AND HAND TOOLS
LABOR WORK
ELEMENT No UNIT PRICE COST PERFORMANCE ASSISTANT
O-0425 0.008 2.34 292.13 JOR
O-1600 0.008 3.74 467.41 JOR WELDER
O-0400 0.020 8.41 420.67 JOR MASON
O-0100 0.020 5.61 280.45 JOR PEON
3 INTERMEDIATE COMMAND AND TOOL 0130 2.61 20.10% SUMA
22.71
MATERIAL UNIT PRICE PERFORMANCE ELEMENT not
M-2730 COST METALLIC PROFILES OR SIMILAR MARK PROLAMSA
, CAL. 1030 16.50 17.00 20 Kg
ELECTRIC WELDING M-2800 49.50 0.0667 3.30 60/13 Kg
MATERIAL MISCELLANEOUS% 0200 20.30 24.35 06.04 SUM
MACHINERY UNIT PRICE ITEM No COST PERFORMANCE MACHINE
Q-0600 UP TO 300 AMP WELDER PART 49500.00 24.75 0.0005
Q-0650 POLISHER, FACE AND ACCESSORIES LOT
SUMA 4950.00 4.95 0001 29.70 76.77
DIRECT COST 
B-1900 CONCEPT:
MANUFACTURING UNIT DATE OF BEAMS AND LOAD FACTORS WITH METAL
POLIN (MONTE) JANUARY 2002 Kg
LABOR UNIT PRICE PERFORMANCE No COST ELEMENT
O-0425 1.95 0.0067 292.13 JOR ASSISTANT
O-1600 0.007 03.12 467.41 JOR WELDER
3 INTERMEDIATE COMMAND AND TOOL% 0130 06.05 0.66 5.72 SUM
No ELEMENT MATERIAL UNIT COST PRICE PERFORMANCE
M-2700 CONSTRUCTION OF BEAMS WITH POLIN
(MONTE) Kg 1030 16.50 17.00
ELECTRIC WELDING M-2800 49.50 0.1000 4.95 60/13 Kg
MISCELLANEOUS MATERIAL
4.39% 0200 21.95 26.33 SUM
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT
Q-0600 TO 300 AMP WELDER MACHINE PART 49500.00 24.75 0.0005
Q-0650 POLISHER, FACE AND ACCESSORIES LOT
SUMA 4950.00 29.70 4.95 0001
DIRECT COST 61.76
B-1910 CONCEPT: DATE
MANUFACTURING UNIT TO CANCEL, WINDOWS AND DOORS WITH METALLIC ELEMENTS
BRAND JANUARY 2002 Kg
PROLAMSA or similar, including: SUPPLIES,
DEBRIS, LIFTS, LOANS, AND HAND TOOLS
LABOR WORK
ELEMENT No UNIT PRICE COST PERFORMANCE ASSISTANT
O-0425 0.008 2.34 292.13 JOR
O-1600 0.008 3.74 467.41 JOR WELDER
O-0400 0.020 8.41 420.67 JOR MASON
O-0100 0.020 5.61 280.45 JOR PEON
3 INTERMEDIATE COMMAND AND TOOL 0130 2.61 20.10% SUMA
22.71
MATERIAL UNIT PRICE PERFORMANCE ELEMENT not
M-2730 COST METALLIC PROFILES OR SIMILAR MARK PROLAMSA
, CAL. 1030 16.50 17.00 20 Kg
ELECTRIC WELDING M-2800 49.50 0.0667 3.30 60/13 Kg
MATERIAL MISCELLANEOUS% 0200 20.30 24.35 06.04 SUM
MACHINERY UNIT PRICE ITEM No COST PERFORMANCE MACHINE
Q-0600 UP TO 300 AMP WELDER PART 49500.00 24.75 0.0005
Q-0650 POLISHER, FACE AND ACCESSORIES LOT
SUMA 4950.00 4.95 0001 29.70 76.77
DIRECT COST
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Matrices por Unidad de Obra Terminada -Cimentación-
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
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
How To Tie Bandana Mask
INSTALACIONES - Instalación de gas -
B-1570 CONCEPT: DATE INSTALLATION OF GAS UNIT
INCLUDES:
LAYING PIPELINES AND INSTALLATION OF FURNITURE OCT. 98 OUTPUT
LABOR UNIT PRICE PERFORMANCE No COST ELEMENT
O-0100 280.45 0400 112.18 JOR PEON
O-0900 537.52 0400 215.01 JOR PLUMBER
INTERMEDIATE COMMAND AND TOOL% 0130 42.53 327.19 $ 369.72
SUMA
MATERIAL No COST ELEMENT UNIT PRICE PERFORMANCE
CUL13 COPPER PIPE TYPE "L" of 13 mm ML 287.79 6000 47.97
COCU1390 ELBOW COPPER TO COPPER 13 x 90 3000 8.35 2.78 PZA
TECU13 COPPER TEE PZA 13 mm 1.91 1.91 1000
MATERIAL MISCELLANEOUS 44.71% 298.06 0150 $ 342.76
SUMA
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
SAFETY EQUIPMENT (HELMET,
goggles, gloves, etc..) AGM 07/03 0059 52.25
SUM DIRECT COST $ 3.07
715.56
B-1570 CONCEPT: DATE INSTALLATION OF GAS UNIT
INCLUDES:
LAYING PIPELINES AND INSTALLATION OF FURNITURE OCT. 98 OUTPUT
LABOR UNIT PRICE PERFORMANCE No COST ELEMENT
O-0100 280.45 0400 112.18 JOR PEON
O-0900 537.52 0400 215.01 JOR PLUMBER
INTERMEDIATE COMMAND AND TOOL% 0130 42.53 327.19 $ 369.72
SUMA
MATERIAL No COST ELEMENT UNIT PRICE PERFORMANCE
CUL13 COPPER PIPE TYPE "L" of 13 mm ML 287.79 6000 47.97
COCU1390 ELBOW COPPER TO COPPER 13 x 90 3000 8.35 2.78 PZA
TECU13 COPPER TEE PZA 13 mm 1.91 1.91 1000
MATERIAL MISCELLANEOUS 44.71% 298.06 0150 $ 342.76
SUMA
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
SAFETY EQUIPMENT (HELMET,
goggles, gloves, etc..) AGM 07/03 0059 52.25
SUM DIRECT COST $ 3.07
715.56
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Matrices de Tabla roca y Plafones
BT-1910 CONCEPT: DATE
SUPPLY UNIT AND PLACEMENT Drywall
WALL COATED INCLUDES: JUL 2007 M2
PROFILES REQUIRED FOR PLACEMENT,
TOOL
SCAFFOLDING AND LABOR. LABOR
No COST ELEMENT UNIT PRICE PERFORMANCE ASSISTANT
O-0425 0.111 32.46 292.13 JOR
OFFICIAL O-1700 0.111 57.13 514.15 JOR TABLAROQUERO
3 INTERMEDIATE COMMAND AND TOOL% 0130 11.65 89.59 ADD $ 101.23
No ELEMENT MATERIAL UNIT PERFORMANCE COST PRICE
M-2350 WHITE PLATE drywall
M2 36.40 1100 40.04 M-2362 PERIMETER ANGLE CAL. ML 16 2562 11.80 4.61 M-2361
LOAD CHANNEL 1-1/2 "x305 # 22 ML 3843 8.13 31.25
M-2363
PERFACINTA (75 ml) 3660 1.1 0.28 ML-2364 M
REDIMIX, BOX OF 25 Kg 0.96 Kg 5.76 0167 M-2365
SCREW 1 "drywall PZA 0.01 0.07 0200 T-0010
SCAFFOLDS SECURITY INCOME
from 1 to 9 DAYS DAY SUM
71.50 7.94 0.1111 $ 93.02
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
Safety Equipment (Helmet, Goggles
, GLOVES, ETC.) JGO
52.25 5.81 0111 $ 5.81 SUM DIRECT COST 200.06
BT-1915 CONCEPT: DATE
UNIT SUPPLY AND PLACEMENT OF FIREWALL DOS CARAS drywall
INCLUDES PROFILES
REQUIRED FOR PLACEMENT,
TOOL JUL 2007 M2
SCAFFOLDING AND LABOR.
LABOR UNIT PRICE PERFORMANCE ELEMENT No COST ASSISTANT
O-0425 0.143 41.73 292.13 JOR
O-1700 JOR OFFICIAL TABLAROQUERO
73.45 514.15 0143 3 CONTROL INTERMEDIATE AND TOOL% 0130 14.97 115.18 $ 130.16
SUMA
MATERIAL ELEMENT UNIT No PERFORMANCE COST PRICE
M-2350 WHITE PLATE drywall
M2 36.40 2100 76.44 M-2362 PERIMETER ANGLE CAL. ML 16 5124 23.61 4.61 M-2361
LOAD CHANNEL 1-1/2 "x305 # 22 ML 7686 8.13 62.51 M-2363
PERFACINTA (75 ml) 7320 2.2 0.28 ML-2364 M
REDIMIX, BOX OF 25 Kg 1.92 Kg 5.76 0333 M-2365
SCREW 1 "drywall PZA 0.03 0.07 0400 T-0010
SCAFFOLDS SECURITY INCOME
from 1 to 9 DAYS DAY SUM
21.10 71.50 0.1429 $ 176.73
MACHINERY No COST ELEMENT UNIT PRICE PERFORMANCE Q-3000
SAFETY EQUIPMENT (HELMET,
goggles, gloves, etc..) JGO 7.46 52.25 0143 $ 7.46
SUM DIRECT COST 314.35
BT-1920 CONCEPT: DATE
SUPPLY UNIT WALL AND INSTALLATION OF A FACE DUROCK
INCLUDES PROFILES REQUIRED FOR PLACEMENT
,
TOOL, HAMMOCKS AND LABOR. JUL 2007 M2
LABOR
No COST ELEMENT UNIT PRICE PERFORMANCE ASSISTANT
O-0425 0.167 48.69 292.13 JOR
OFFICIAL O-1700 0.167 85.69 514.15 JOR TABLAROQUERO
3 INTERMEDIATE COMMAND AND TOOL% 0130 17.47 134.38 ADD $ 151.85
MATERIAL No COST ELEMENT UNIT PRICE PERFORMANCE
SHEET M-2300 1.22x2.44 m DUROCK OF M2 137.46 144.34 1050 23 020 POST
M-1068 9.20x3.05 01.28 29.90 ML
GUIDE CHANNEL M-2301 6.35x3.00 m 23.53 0350 ML M-2304 8.24 EXTERIOTAPE
DUROCK TAPE 4 "x 45 m 10 980 34.45 03.14 ML-2303 M
PASTA BASE COAT 0333 12.53 22.7 Kg 18.4 Kg
BOLT M-2305 1-1/4" DS (DUROCK) PZA 0.39 43 920 T-0010 16.91
SCAFFOLDS SECURITY INCOME
from 1 to 9 DAYS DAY SUM
11.92 71.50 0.1667 $ 249.92
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
Safety Equipment (helmet, goggles, gloves, ETC. ) JGO 8.71 52.25 0167 $ 8.71
SUM DIRECT COST 410.48
BT-1925 CONCEPT: DATE
SUPPLY UNIT AND INSTALLATION OF WALL DUROCK
DUPLEX INCLUDES: JUL 2007 M2
PROFILES REQUIRED FOR PLACEMENT,
TOOL, HAMMOCKS AND LABOR. LABOR
No COST ELEMENT UNIT PRICE PERFORMANCE
O-0425 ASSISTANT 0250 73.03 292.13 JOR-1700
OR OFFICIAL TABLAROQUERO
JOR 3 128.54 514.15 0250 INTERMEDIATE COMMAND AND TOOL% 0130 26.20 201.57 ADD $ 227.78
MATERIAL UNIT PRICE PERFORMANCE ELEMENT not
COST SHEET M-2300 1.22x2.44 DUROCK OF 2100 137.46 288.67 m
M2 M-23 020 ML POST 9.20x3.05 01.28 59.66 2130
GUIDE CHANNEL M-2301 6.35x3.00 m 0700 16.47 23.53 ML-2304 M
EXTERIOTAPE DUROCK TAPE 4 "x 45 m 22 000 69.03 03.14 ML M-2303
PASTA BASE COAT 0666 22.7 Kg 8.34 Kg 12.53 M-2305
SCREW 1-1/4 "DS (DUROCK) PZA 33.88 0.39 88 000 T-0010
SCAFFOLDS SECURITY INCOME
from 1 to 9 DAYS DAY 71.50 0.2500 SUMA
17.88 $ 493.93
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
Safety Equipment (Helmet, Goggles
, GLOVES, ETC.) AGM 06/13 0250
52.25 $ 13.06 ADD DIRECT COST
734.76 BT-1930
CONCEPT: DATE
SUPPLY UNIT AND PLACEMENT OF drywall
deposit box INCLUDES: JUL 2007 PROFILES REQUIRED FOR PLACEMENT
ML, TOOL,
SCAFFOLDING AND LABOR.
TO 0.50 m wide and 3.0 m high
LABOR UNIT PRICE PERFORMANCE ELEMENT No COST ASSISTANT
O-0425 0.182 53.11 292.13 JOR
OFFICIAL O-1700 0.182 93.48 514.15 JOR TABLAROQUERO
3 INTERMEDIATE COMMAND AND TOOL 0130 6.19% 146.60 $ 165.65
SUMA
MATERIAL UNIT PRICE PERFORMANCE No COST ELEMENT
M-2350 WHITE PLATE drywall
M2 36.40 0683 24.84 M-2362 PERIMETER ANGLE CAL. 16 ML 2100 9.67 4.61 M-2361
LOAD CHANNEL 1-1/2 "x305 # 22 ML 1050 8.54 8.13 M-2363
PERFACINTA (75 ml) 2100 0.28 0.58 ML-2364 M
REDIMIX, BOX OF 25 Kg Kg 0105 5.76 0.60 M-2365
SCREW 1 "drywall PZA 0.53 0.07 8000 T-0010
SCAFFOLDS SECURITY INCOME
from 1 to 9 DAYS DAY SUM
13.00 71.50 0.1818 $ 57.77
MACHINERY
No PRICE PERFORMANCE UNIT COST ELEMENT Q-3000
Safety Equipment (Helmet, Goggles
, GLOVES, ETC.) JGO 9.50 52.25 0182 $ 9.50
SUM DIRECT COST 232.92
BT-1926 CONCEPT:
UNIT DATE SUPPLY AND PLACEMENT OF FIREWALL DOS CARAS DUROCK
, semicircular,
of 0.0 to 3.0 m in height, including: JUL 2007 M2
PROFILES THE NECESSARY TOOL
SCAFFOLDING AND LABOR. LABOR
No COST ELEMENT UNIT PRICE PERFORMANCE ASSISTANT
O-0425 0.200 58.43 292.13 JOR
OFFICIAL O-1700 514.15 0200 102.83 JOR TABLAROQUERO
3 INTERMEDIATE COMMAND AND TOOL% 0130 161.26 20.96 182.22 SUM
MATERIAL UNIT PRICE PERFORMANCE ELEMENT not
COST SHEET M-2300 1.22x2.44 m DUROCK OF M2 137.46 288.67 2100 23 020 POST
M-2130 9.20x3.05 01.28 59.66 ML
M -2301 ML CHANNEL GUIDE 6.35x3.00 m 0700 16.47 23.53 M-2304
EXTERIOTAPE DUROCK TAPE 4 "x 45 m 22 000 69.03 03.14 ML-2303 M
PASTA BASE COAT 0666 12.53 22.7 Kg 8.34 Kg
M-2305 SCREW 1-1/4 "DS (DUROCK) PZA 33.88 0.39 88 000 T-0010
SCAFFOLDS SECURITY INCOME
from 1 to 9 DAYS DAY SUM
14.30 71.50 0.2000 $ 490.35
MACHINERY UNIT PRICE PERFORMANCE ELEMENT No Q-3000
COST SAFETY EQUIPMENT (HELMET,
goggles, gloves, etc..) AGM 0200 52.25 10.45 $ 10.45
SUM DIRECT COST 683.02
BT-1916 CONCEPT: DATE
SUPPLY UNIT AND INSTALLATION OF WALL
SEMICIRCULAR drywall, DOS CARAS,
of 0.0 to 3.0 m, INCLUDES:
PROFILES REQUIRED FOR PLACEMENT,
TOOLS, SCAFFOLDING AND LABOR JUL 2007 M2
LABOR UNIT PRICE PERFORMANCE No COST ELEMENT
O-0425 ASSISTANT 0182 53.11 292.13 JOR-1700
OR OFFICIAL TABLAROQUERO 0182 93.48 514.15 JOR
3 INTERMEDIATE COMMAND AND TOOL 0130 146.60% SUMA
19.06 $ 165.65
MATERIAL UNIT PRICE PERFORMANCE No COST ELEMENT
M-2350 WHITE PLATE drywall
M2 36.40 2100 76.44 M-2362 PERIMETER ANGLE CAL. ML 16 5124 23.61 4.61 M-2361
LOAD CHANNEL 1-1/2 "x305 # 22 ML 7686 8.13 62.51 M-2363
PERFACINTA (75 ml) 7320 2.2 0.28 ML-2364 M
REDIMIX, BOX OF 25 Kg Kg 0333 5.76 1.92 M-2365
SCREW 1 "drywall PZA 0.03 0.07 0400 T-0010
SCAFFOLDS SECURITY INCOME
from 1 to 9 DAYS DAY SUM
13.00 71.50 0.1818 $ 179.52
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT
Q-3000 SAFETY EQUIPMENT (HELMET
goggles, gloves, etc..) JGO
SUM 52.25 9.50 0182 $ 9.50 354.67
DIRECT COST B-1960
CONCEPT: DATE
UNIT SUPPLY AND PLACEMENT OF MODULAR
61x61CON CEILING SUSPENSION OF MAY 2008 M2
PAINTED ALUMINUM INCLUDES GALVANIZED WIRE HANGING
, SCAFFOLDING,
TOOL WASTE AND LABOR. LABOR
No COST ELEMENT UNIT PRICE PERFORMANCE
O-0100 0.125 35.06 280.45 JOR PEON
OFFICIAL O-1700 0.125 64.27 514.15 JOR TABLAROQUERO
INTERMEDIATE COMMAND AND TOOL% 0130 12.91 99.32 112.24
SUM MATERIAL
No COST ELEMENT UNIT PRICE PERFORMANCE
M-4006 60x60 cm PLAFOND MODULAR SUSPENSION FOR ALUMINIUM
M2 97.05 98.99 1020 TE
M-4007 PAINTED ALUMINUM SUPPORT FOR
M2 0.60 m 1050 16.76 15.96 M-4008 TE
ALUMINUM HOLDER, OF 3.00 1050 105.86 100.82 m
M2 M-4009 PERIMETER ALUMINUM ANGLE,
OF M2 61.18 1050 3.00 64.24 m
ACCESSORIES (ANCHORS, SCREWS,
WIRE, ETC.)% 0100 28.58 285.85 $ 314.43
SUMA
MACHINERY No COST ELEMENT UNIT PRICE PERFORMANCE T-0010
SCAFFOLDS SECURITY INCOME
from 1 to 9 DAYS DAY
0.0156 0.1250 14.12 Q-3000 EQUIPMENT SECURITY (HULL,
goggles, gloves, etc..) JGO 6.53 0.125 52.25 $ 6.5469
SUM DIRECT COST 433.22
B-1950 CONCEPT: DATE
UNIT SUPPLY AND PLACEMENT OF PLATE POLYSTYRENE
1 " PLAFOND, FEB. 2004 M2
STUCK WITH WATER BASE 5000 Resistol
LABOR UNIT PRICE PERFORMANCE No COST ELEMENT
O-0100 0.040 22.11 280.45 JOR PEON
O-0700 0.040 16.83 420.67 JOR PAINTER
INTERMEDIATE COMMAND AND TOOL 0130 4.28% SUMA
3.65 $ 31.69
MATERIAL UNIT PRICE PERFORMANCE No COST ELEMENT
M-4005 FOAM PLATE POLYSTYRENE 1 "M2 33.00 1020 33.66 M-1440
SILL ALUMINIUM 3 / 16" x 1-1/2 "24/04 1050 ML 25.25 Resistol
M-1960 LT WATER BASE 5000 57.89 2.89 0050
ACCESSORIES (ANCHORS, SCREWS , ETC.)% 61.80 09.27 0150 $ 71.07
SUMA
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT T-0010
SCAFFOLDS SECURITY INCOME
from 1 to 9 DAYS DAY 14.12 0.0400 0.0016 0.0016 SUM
DIRECT COST
102.76 BT-1900 CONCEPT
DATE
SUPPLY UNIT AND PLACEMENT OF FALSE CEILING drywall
WHITE, JAN 2007 M2
INCLUDES ANCHORS FOR HANGING
GALVANIZED WIRE AND EQUIPMENT AND LABOR LABOR
No COST ELEMENT UNIT PRICE PERFORMANCE ASSISTANT
O-0425 0.100 29.21 292.13 JOR-1700
OR OFFICIAL TABLAROQUERO 0100 51.42 514.15 JOR
3 INTERMEDIATE COMMAND AND TOOL% 0130 10.48 80.63 SUMA
91.11
MATERIAL UNIT PRICE PERFORMANCE No COST ELEMENT
M-2350 WHITE PLATE drywall
M2 36.40 1100 40.04 M-2362 PERIMETER ANGLE CAL. ML 16 2562 11.80 4.61 M-2361
LOAD CHANNEL 1-1/2 "x305 # 22 ML 3843 8.13 31.25
M-2366 wire rod ANCHOR DOWEL 1 / 4" x5 cm PZA 12 000 29.70 2.48 M-2363
PERFACINTA (75 ml) 0.28 ML 3660 M-2364 1.1
REDIMIX, BOX OF 25 Kg 0.96 Kg 5.76 0167 M-2365
SCREW 1 "drywall PZA 0.01 0.07 0200 T-0010
SCAFFOLDS SECURITY INCOME
from 1 to 9 DAYS DAY SUM
15.07 71.50 0.1000 121.93
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
SAFETY EQUIPMENT (HELMET,
goggles, gloves, etc..) AGM 07/20 0100 72.00 7.20
SUM DIRECT COST 220.24
BT-1905 CONCEPT: DATE
UNIT SUPPLY AND INSTALLATION OF FALSE CEILING drywall
GREEN
INCLUDES ANCHORS FOR HANGING AND WIRE GALVANIZED
JAN 2007 M2, EQUIPMENT AND LABOR LABOR
No COST ELEMENT UNIT PRICE PERFORMANCE ASSISTANT
O-0425 0.083 24.34 292.13 JOR
OFFICIAL O-1700 0.083 42.85 514.15 JOR TABLAROQUERO
3 INTERMEDIATE COMMAND AND TOOL% 0130 67.19 8.73 75.93
SUM MATERIAL
No COST ELEMENT PERFORMANCE UNIT PRICE M-2355
drywall GREEN PLATE M3 43.97 48.37 1100 M-2362
PERIMETER ANGLE CAL. ML 16 2562 11.80 4.61 M-2361
LOAD CHANNEL 1-1/2 "x305 # 22 ML 3843 8.13 31.25
M-2366 wire rod ANCHOR DOWEL 1 / 4" x5 cm PZA 12 000 29.70 2.48 M-2363
PERFACINTA (75 ml) 3660 1.1 0.28 ML-2364 M
REDIMIX, BOX OF 25 5.76 Kg 0.96 Kg
0167 M-2365 SCREW 1 "drywall PZA 0.01 0.07 0200 T-0010
SCAFFOLDS SECURITY INCOME
from 1 to 9 DAYS DAY SUM
71.50 5.96 129.07 0.0833
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
Safety Equipment (Helmet, Goggles
, GLOVES, ETC.) JGO
SUMA 1.50 72.00 0021 1.50 206.49
DIRECT COST
Sony Surround Sound Backround Sound No Voice
INSTALACIONES -Instalación Sanitaria-
B-1560 CONCEPT:
UNIT INSTALLATION DATE HEALTH INCLUDES: GROOVED AND
tubing for furniture placement MZO. 2002
HAND OUT
WORK UNIT PRICE PERFORMANCE No COST ELEMENT
O-0100 0.333 93.48 280.45 JOR PEON
O-0900 537.52 0333 179.17 JOR PLUMBER
INTERMEDIATE COMMAND AND TOOL%
272.66 0130 35.45 165.25 MAXIMUM PRICE AMOUNT piece $ 308.10
No ELEMENT MATERIAL UNIT COST PRICE PERFORMANCE HEALTH
TUPVCSAN51 PVC PIPE (STANDARD), 2 "15/10 2500 ML 25.39
HEALTH TUPVCSAN100 PVC PIPE (STANDARD) 4" ML MATERIAL
72.40 24.13 3000 97.78 0100 9.78 VARIOUS% SUM $ 107.56
No ELEMENT UNIT EQUIPMENT PERFORMANCE COST PRICE
Q-3000 SAFETY EQUIPMENT (HELMET,
Goggles, gloves, ETC.) AGM 12/19 0233
52.25 $ 12.19 ADD DIRECT COST 427.86
B-1590 CONCEPT: DATE
UNITY HEALTH SYSTEM OF JANUARY 2002 CABINET FURNITURE
LABOR UNIT PRICE PERFORMANCE No COST ELEMENT
O-0100 0400 280.45 112.18 JOR PEON
O-0900 537.52 0400 215.01 JOR PLUMBER
INTERMEDIATE COMMAND AND TOOL%
327.19 0130 42.53 198.30 MAXIMUM PRICE AMOUNT piece $ 369.72
No ELEMENT MATERIAL PERFORMANCE UNIT PRICE AMOUNT COST $ 0.00
EQUIPMENT ITEM No UNIT PRICE COST PERFORMANCE Q-3000
TEAM SECURITY (HULL,
goggles, gloves, etc..) AGM 0280 52.25 14.63 $ 14.63
SUM DIRECT COST 384.35
B-1590T CONCEPT
DATE
SUPPLY UNIT AND INSTALLATION OF Tinaco
"AQUAPLAN" OF 450 Lt. INCLUDES: JANUARY 2002 CABINET PLACEMENT
FILL VALVE AND DISCHARGE, CARRY, LIFT,
TOOL AND LABOR. LABOR
No COST ELEMENT UNIT PRICE PERFORMANCE
O-0100 0.500 80.45 140.22 JOR PEON
O-0900 537.52 0500 268.76 JOR PLUMBER
INTERMEDIATE COMMAND AND TOOL%
408.98 0130 53.17 252.46 MAXIMUM PRICE AMOUNT piece $ 462.15
No ELEMENT MATERIAL PERFORMANCE UNIT COST PRICE M-2381
Tinaco BILAYER AQUAPLAN PZA 450 641.30 1000 641.30 Lt
VPSO19 Weldable STEP VALVE 19 mm PZA CONNECTIONS
53.90 53.90 1000 695.20 0050 34.76 VARIOUS% SUM $ 729.96
MACHINERY
No PRICE PERFORMANCE UNIT COST ELEMENT Q-3000
Safety Equipment (Helmet, Goggles
, GLOVES, ETC.) AGM 0500 52.25 26.13 $ 26.13
SUM 1,218.24 DIRECT COST
B-1590W
CONCEPT:
UNIT DATE SUPPLY AND INSTALLATION OF WC
LONG, SEAT WITH PLASTIC MAY 2008 CABINET
INCLUDES ACCESSORIES, POWER AND ANGLE WRENCH
LABOR UNIT PRICE PERFORMANCE No COST ELEMENT
O-0100 280.45 0500 140.22 JOR PEON
O-0900 537.52 0500 268.76 JOR PLUMBER
INTERMEDIATE COMMAND AND TOOL% 0130 408.98 53.17 MAXIMUM PRICE
piece SUM 252.46 $ 462.15
MATERIAL UNIT PRICE PERFORMANCE No COST ELEMENT
WC M-2490 MARK KENDAL WHITE WITH ACCESSORIES PZA
1213.56 1213.56 1.00 B-1590 INSTALLATION OF BATHROOM CABINET FURNITURE
SUM 384.35 384.35 1000 $ 1,597.92
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
Safety Equipment (Helmet, Goggles
, GLOVES, ETC.) AGM 0500 52.25 26.13 $ 26.13
SUM 2,086.19 DIRECT COST
B-1590L
CONCEPT: DATE
UNIT LAVATORY SUPPLY AND INSTALLATION OF WHITE
WITH STAND, INCLUDES KEY CABINET MAY 2008
MIXER, CESPOL,
FEEDERS AND KEY ANGLE, DEBRIS,
MATERIALS, TOOLS AND LABOR. LABOR
No COST ELEMENT UNIT PRICE PERFORMANCE
O-0100 280.45 0500 140.22 JOR PEON
O-0900 537.52 0500 268.76 JOR PLUMBER
INTERMEDIATE COMMAND AND TOOL% 0130 408.98 53.17 MAXIMUM PRICE
piece SUM 252.46 $ 462.15
MATERIAL UNIT PRICE PERFORMANCE No COST ELEMENT
M-2492 WHITE PEDESTAL BASIN C / KEYS
MIXING JGO
1595.00 1595.00 1.00 B-1590 INSTALLATION OF BATHROOM CABINET FURNITURE
SUM 384.35 1000 $ 384.35 1,979.35
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
SAFETY EQUIPMENT (HELMET,
goggles, gloves, etc..) AGM 0500 52.25 26.13 $ 26.13
SUM 2,467.63 DIRECT COST
B-1590F
CONCEPT: DATE
SUPPLY UNIT AND INSTALLATION OF SINK
DOUBLE TUB, STAINLESS STEEL, OF
1.05 m, INCLUDES: CESPOL AND BASKET,
VALVULASMEZCLADORA, CARRY,
TOOL AND LABOR. MAY 2008 CABINET
LABOR UNIT PRICE PERFORMANCE No COST ELEMENT
O-0100 280.45 0500 140.22 PEON OR
O-0900 537.52 0500 268.76 JOR PLUMBER
INTERMEDIATE COMMAND AND TOOL%
408.98 0130 53.17 252.46 MAXIMUM PRICE AMOUNT piece $ 462.15
MATERIAL UNIT PRICE PERFORMANCE No COST ELEMENT
M-2420 DOUBLE CROSS STAINLESS STEEL SINK WITH MIXER AND ACCESSORIES
PZA 1000 1425.60 1425.60
B-1590 INSTALLATION OF FURNITURE BATHROOM FURNITURE 1000 384.35 SUM 1,809.95 384.35
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
Safety Equipment (Helmet, Goggles
, GLOVES, ETC.) AGM 06/13 0250 52.25 $ 13.06
SUM 2,285.17 DIRECT COST
B-1590C CONCEPT
DATE
UNIT HEATER SUPPLY AND INSTALLATION OF ECONOMIC
40 Lt BRAND JANUARY 2002 MAGAMEX OR SIMILAR
FURNITURE, INCLUDES FITTING, VALVE
STEP, STAND, CARRIAGE, TOOL AND LABOR
.
LABOR
No COST ELEMENT UNIT PRICE PERFORMANCE PEON
O-0100 280.45 JOR
140.22 0500 O-0900 537.52 0500 268.76 JOR PLUMBER
INTERMEDIATE COMMAND AND TOOL%
408.98 0130 53.17 252.46 MAXIMUM PRICE AMOUNT piece $ 462.15
No ELEMENT MATERIAL PERFORMANCE UNIT COST PRICE M-2431 HEATER
AUTOMARICO "MAGAMEX SEMI"
OF 40 1000 866.80 866.80 Lt PZA
VPSO19 Weldable STEP VALVE 19 mm PZA CONNECTIONS
53.90 53.90 1000 920.70 0050 46.04 VARIOUS% SUM $ 966.74
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
SAFETY EQUIPMENT (HELMET,
Goggles, gloves, ETC.) AGM 06/13 0250 52.25 $ 13.06
SUM COST 1,441.95 DIRECT
B-1560S100
CONCEPT:
UNIT INSTALLATION DATE AND PROOF OF
PVC PIPE 2 "to 4" INCLUDES: LABOR,
TOOLS, SAFETY EQUIPMENT. FEB 2007 ML
LABOR UNIT PRICE PERFORMANCE No COST ELEMENT
O-0100 0.011 03.12 280.45 JOR PEON
PLUMBER OR-0900 5.97 0.011 537.52 JOR
INTERMEDIATE COMMAND AND TOOL% 09.09 01.18 0130 $ 10.27
SUMA
MATERIAL ITEM No UNIT PRICE COST PERFORMANCE MATERIALS PERCENT BY MINORS
10.27% 0000 0.00 ADD $ 0.00
No ELEMENT UNIT EQUIPMENT PERFORMANCE COST PRICE
Q-3000 SAFETY EQUIPMENT (HELMET,
goggles, gloves, etc..) JGO 0.58 52.25 0011 $ 0.58
SUM DIRECT COST 10.85
1590WCF
B-CONCEPT: DATE
SUPPLY UNIT AND PLACEMENT OF WC
ECONOMIC INCLUDES: MATERIALS, FEB 2007
DEBRIS UNIT, TOOL AND LABOR. LABOR
No COST ELEMENT UNIT PRICE PERFORMANCE ASSISTANT
O * 0425 0667 194.75 292.13 JOR
O-0900 537.52 0667 358.35 JOR PLUMBER
INTERMEDIATE COMMAND AND TOOL% 0130 71.90 553.10 ADD $ 625.01
MATERIAL UNIT PRICE ITEM No COST PERFORMANCE
WC M-2491 ECONOMIC, WHITE, WITH ACCESSORIES 1000 574.20 574.20 PZA
ECONOMIC PLASTIC SEAT, WHITE PZA
0.00 75.00 1000 MISCELLANEOUS MATERIALS 0100 62.50% 625.01 $ 636.70
SUMA
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q
SAFETY EQUIPMENT -3000 (CASCO,
goggles, gloves, etc..) AGM 0667 52.25 34.83 $ 34.83
SUM 1,296.54 DIRECT COST 
B-1560 CONCEPT:
UNIT INSTALLATION DATE HEALTH INCLUDES: GROOVED AND
tubing for furniture placement MZO. 2002
HAND OUT
WORK UNIT PRICE PERFORMANCE No COST ELEMENT
O-0100 0.333 93.48 280.45 JOR PEON
O-0900 537.52 0333 179.17 JOR PLUMBER
INTERMEDIATE COMMAND AND TOOL%
272.66 0130 35.45 165.25 MAXIMUM PRICE AMOUNT piece $ 308.10
No ELEMENT MATERIAL UNIT COST PRICE PERFORMANCE HEALTH
TUPVCSAN51 PVC PIPE (STANDARD), 2 "15/10 2500 ML 25.39
HEALTH TUPVCSAN100 PVC PIPE (STANDARD) 4" ML MATERIAL
72.40 24.13 3000 97.78 0100 9.78 VARIOUS% SUM $ 107.56
No ELEMENT UNIT EQUIPMENT PERFORMANCE COST PRICE
Q-3000 SAFETY EQUIPMENT (HELMET,
Goggles, gloves, ETC.) AGM 12/19 0233
52.25 $ 12.19 ADD DIRECT COST 427.86
B-1590 CONCEPT: DATE
UNITY HEALTH SYSTEM OF JANUARY 2002 CABINET FURNITURE
LABOR UNIT PRICE PERFORMANCE No COST ELEMENT
O-0100 0400 280.45 112.18 JOR PEON
O-0900 537.52 0400 215.01 JOR PLUMBER
INTERMEDIATE COMMAND AND TOOL%
327.19 0130 42.53 198.30 MAXIMUM PRICE AMOUNT piece $ 369.72
No ELEMENT MATERIAL PERFORMANCE UNIT PRICE AMOUNT COST $ 0.00
EQUIPMENT ITEM No UNIT PRICE COST PERFORMANCE Q-3000
TEAM SECURITY (HULL,
goggles, gloves, etc..) AGM 0280 52.25 14.63 $ 14.63
SUM DIRECT COST 384.35
B-1590T CONCEPT
DATE
SUPPLY UNIT AND INSTALLATION OF Tinaco
"AQUAPLAN" OF 450 Lt. INCLUDES: JANUARY 2002 CABINET PLACEMENT
FILL VALVE AND DISCHARGE, CARRY, LIFT,
TOOL AND LABOR. LABOR
No COST ELEMENT UNIT PRICE PERFORMANCE
O-0100 0.500 80.45 140.22 JOR PEON
O-0900 537.52 0500 268.76 JOR PLUMBER
INTERMEDIATE COMMAND AND TOOL%
408.98 0130 53.17 252.46 MAXIMUM PRICE AMOUNT piece $ 462.15
No ELEMENT MATERIAL PERFORMANCE UNIT COST PRICE M-2381
Tinaco BILAYER AQUAPLAN PZA 450 641.30 1000 641.30 Lt
VPSO19 Weldable STEP VALVE 19 mm PZA CONNECTIONS
53.90 53.90 1000 695.20 0050 34.76 VARIOUS% SUM $ 729.96
MACHINERY
No PRICE PERFORMANCE UNIT COST ELEMENT Q-3000
Safety Equipment (Helmet, Goggles
, GLOVES, ETC.) AGM 0500 52.25 26.13 $ 26.13
SUM 1,218.24 DIRECT COST
B-1590W
CONCEPT:
UNIT DATE SUPPLY AND INSTALLATION OF WC
LONG, SEAT WITH PLASTIC MAY 2008 CABINET
INCLUDES ACCESSORIES, POWER AND ANGLE WRENCH
LABOR UNIT PRICE PERFORMANCE No COST ELEMENT
O-0100 280.45 0500 140.22 JOR PEON
O-0900 537.52 0500 268.76 JOR PLUMBER
INTERMEDIATE COMMAND AND TOOL% 0130 408.98 53.17 MAXIMUM PRICE
piece SUM 252.46 $ 462.15
MATERIAL UNIT PRICE PERFORMANCE No COST ELEMENT
WC M-2490 MARK KENDAL WHITE WITH ACCESSORIES PZA
1213.56 1213.56 1.00 B-1590 INSTALLATION OF BATHROOM CABINET FURNITURE
SUM 384.35 384.35 1000 $ 1,597.92
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
Safety Equipment (Helmet, Goggles
, GLOVES, ETC.) AGM 0500 52.25 26.13 $ 26.13
SUM 2,086.19 DIRECT COST
B-1590L
CONCEPT: DATE
UNIT LAVATORY SUPPLY AND INSTALLATION OF WHITE
WITH STAND, INCLUDES KEY CABINET MAY 2008
MIXER, CESPOL,
FEEDERS AND KEY ANGLE, DEBRIS,
MATERIALS, TOOLS AND LABOR. LABOR
No COST ELEMENT UNIT PRICE PERFORMANCE
O-0100 280.45 0500 140.22 JOR PEON
O-0900 537.52 0500 268.76 JOR PLUMBER
INTERMEDIATE COMMAND AND TOOL% 0130 408.98 53.17 MAXIMUM PRICE
piece SUM 252.46 $ 462.15
MATERIAL UNIT PRICE PERFORMANCE No COST ELEMENT
M-2492 WHITE PEDESTAL BASIN C / KEYS
MIXING JGO
1595.00 1595.00 1.00 B-1590 INSTALLATION OF BATHROOM CABINET FURNITURE
SUM 384.35 1000 $ 384.35 1,979.35
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
SAFETY EQUIPMENT (HELMET,
goggles, gloves, etc..) AGM 0500 52.25 26.13 $ 26.13
SUM 2,467.63 DIRECT COST
B-1590F
CONCEPT: DATE
SUPPLY UNIT AND INSTALLATION OF SINK
DOUBLE TUB, STAINLESS STEEL, OF
1.05 m, INCLUDES: CESPOL AND BASKET,
VALVULASMEZCLADORA, CARRY,
TOOL AND LABOR. MAY 2008 CABINET
LABOR UNIT PRICE PERFORMANCE No COST ELEMENT
O-0100 280.45 0500 140.22 PEON OR
O-0900 537.52 0500 268.76 JOR PLUMBER
INTERMEDIATE COMMAND AND TOOL%
408.98 0130 53.17 252.46 MAXIMUM PRICE AMOUNT piece $ 462.15
MATERIAL UNIT PRICE PERFORMANCE No COST ELEMENT
M-2420 DOUBLE CROSS STAINLESS STEEL SINK WITH MIXER AND ACCESSORIES
PZA 1000 1425.60 1425.60
B-1590 INSTALLATION OF FURNITURE BATHROOM FURNITURE 1000 384.35 SUM 1,809.95 384.35
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
Safety Equipment (Helmet, Goggles
, GLOVES, ETC.) AGM 06/13 0250 52.25 $ 13.06
SUM 2,285.17 DIRECT COST
B-1590C CONCEPT
DATE
UNIT HEATER SUPPLY AND INSTALLATION OF ECONOMIC
40 Lt BRAND JANUARY 2002 MAGAMEX OR SIMILAR
FURNITURE, INCLUDES FITTING, VALVE
STEP, STAND, CARRIAGE, TOOL AND LABOR
.
LABOR
No COST ELEMENT UNIT PRICE PERFORMANCE PEON
O-0100 280.45 JOR
140.22 0500 O-0900 537.52 0500 268.76 JOR PLUMBER
INTERMEDIATE COMMAND AND TOOL%
408.98 0130 53.17 252.46 MAXIMUM PRICE AMOUNT piece $ 462.15
No ELEMENT MATERIAL PERFORMANCE UNIT COST PRICE M-2431 HEATER
AUTOMARICO "MAGAMEX SEMI"
OF 40 1000 866.80 866.80 Lt PZA
VPSO19 Weldable STEP VALVE 19 mm PZA CONNECTIONS
53.90 53.90 1000 920.70 0050 46.04 VARIOUS% SUM $ 966.74
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
SAFETY EQUIPMENT (HELMET,
Goggles, gloves, ETC.) AGM 06/13 0250 52.25 $ 13.06
SUM COST 1,441.95 DIRECT
B-1560S100
CONCEPT:
UNIT INSTALLATION DATE AND PROOF OF
PVC PIPE 2 "to 4" INCLUDES: LABOR,
TOOLS, SAFETY EQUIPMENT. FEB 2007 ML
LABOR UNIT PRICE PERFORMANCE No COST ELEMENT
O-0100 0.011 03.12 280.45 JOR PEON
PLUMBER OR-0900 5.97 0.011 537.52 JOR
INTERMEDIATE COMMAND AND TOOL% 09.09 01.18 0130 $ 10.27
SUMA
MATERIAL ITEM No UNIT PRICE COST PERFORMANCE MATERIALS PERCENT BY MINORS
10.27% 0000 0.00 ADD $ 0.00
No ELEMENT UNIT EQUIPMENT PERFORMANCE COST PRICE
Q-3000 SAFETY EQUIPMENT (HELMET,
goggles, gloves, etc..) JGO 0.58 52.25 0011 $ 0.58
SUM DIRECT COST 10.85
1590WCF
B-CONCEPT: DATE
SUPPLY UNIT AND PLACEMENT OF WC
ECONOMIC INCLUDES: MATERIALS, FEB 2007
DEBRIS UNIT, TOOL AND LABOR. LABOR
No COST ELEMENT UNIT PRICE PERFORMANCE ASSISTANT
O * 0425 0667 194.75 292.13 JOR
O-0900 537.52 0667 358.35 JOR PLUMBER
INTERMEDIATE COMMAND AND TOOL% 0130 71.90 553.10 ADD $ 625.01
MATERIAL UNIT PRICE ITEM No COST PERFORMANCE
WC M-2491 ECONOMIC, WHITE, WITH ACCESSORIES 1000 574.20 574.20 PZA
ECONOMIC PLASTIC SEAT, WHITE PZA
0.00 75.00 1000 MISCELLANEOUS MATERIALS 0100 62.50% 625.01 $ 636.70
SUMA
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q
SAFETY EQUIPMENT -3000 (CASCO,
goggles, gloves, etc..) AGM 0667 52.25 34.83 $ 34.83
SUM 1,296.54 DIRECT COST
Keeping Water Out Of Ears When Swimming
Matrices de Impermeabilización
B-1860 CONCEPT:
SUPPLY UNIT DATE AND IMPLEMENTATION OF WATERPROOFING IMPERTAPCRETO
,
ELASTIC, THERMAL, APPLIED TO TWO HANDS, APRIL 2007 M2
INCLUDES: MATERIAL, LABOR,
TOOL AND SAFETY EQUIPMENT. LABOR
No COST ELEMENT UNIT PRICE PERFORMANCE ASSISTANT
O-0425 0.010 2.92 292.13 JOR
WATERPROOFED OFFICIAL O-0725 0.010 3.51 350.56 JOR
INTERMEDIATE COMMAND AND TOOL 0130 0.84% \u200b\u200b6.43 ADD $ 7.26
MATERIAL UNIT PRICE ITEM No COST PERFORMANCE WATERPROOFING
IMPERTAPCRETO M-3500,
FLEXIBLE, HEAT KG 25.30 31.63 1250 $ 31.63
SUMA
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
SAFETY EQUIPMENT (HELMET
goggles, gloves, etc..) JGO
0.03 52.25 0001 0.03 SUM 38.91
DIRECT COST B-1870G
CONCEPT:
SUPPLY UNIT DATE AND APPLICATION OF MARK
Cementitious IMPERMEACRETO WATERPROOFING, CONCRETE BASE GREY AND APRIL 2007 M2
COLOR, applied to two hands, including:
SUPPLIES. LABOR, TOOLS AND SAFETY EQUIPMENT
. 4.5 mm THICKNESS
LABOR UNIT PRICE PERFORMANCE ELEMENT No COST ASSISTANT
O-0425 0.010 2.92 292.13 JOR
WATERPROOFED OFFICIAL OR-0725 3.51 0.010 350.56 JOR
3 INTERMEDIATE COMMAND AND TOOL% 6.43 0.84 0.130 ADD $ 7.26
MATERIAL UNIT PRICE ITEM No COST PERFORMANCE WATERPROOFING
Cementitious M-3510, GREY CEMENT BASE
KG 24.31 4.86 0200 $ 4.86
SUMA
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
SAFETY EQUIPMENT (HELMET ,
goggles, gloves, etc..) AGM 25/02 0010
0.52 $ 0.52 SUM 12.65
DIRECT COST B-2000
CONCEPT: DATE
UNIT SUPPLY AND PLACEMENT OF
POLYSTYRENE FOAM BATH IN PAN, JANUARY 2002 m3 INCLUDES
WATERPROOFING. LABOR
ITEM No UNIT PRICE COST PERFORMANCE
O-0100 0.125 35.06 280.45 JOR PEON
INTERMEDIATE COMMAND AND TOOL 0130 4.56% 35.06 $ 39.61 ADD
MATERIAL UNIT PRICE PERFORMANCE No COST ELEMENT
M-4000 STYROFOAM 20 CM THICKNESS 1020 M2 187.00 190.74 B-1875 WATERPROOF
TERMOACRILICO,
2 HANDS WITH REINFORCING MESH, 3 YEAR TERM
1.0500 M2 44.62 46.86 ADD $ 237.60
MACHINERY UNIT PRICE PERFORMANCE ELEMENT not
SUM COST $ 0.00 COST DIRECT
277.21
B-
1875 CONCEPT:
WATERPROOFING UNIT DATE
SLABS BASED THERMAL ACRYLIC EMULSION
TWO HANDS. FIRST BASE ACRYLIC AND STRENGTHENING MZO 2004 M2
MESH POLYESTER FIBER. 3 YEAR TERM LABOR
No COST ELEMENT UNIT PRICE PERFORMANCE PEON
O-0100 0.025 01.07 280.45 JOR-0700 PAINTER
O 0025 10.52 420.67 JOR
3 INTERMEDIATE COMMAND AND TOOL% 17.53 02.28 0130 $ 19.81
SUM MATERIAL
No ITEM UNIT COST PRICE PERFORMANCE
ACRYLIC PRIMER M-3600 MARK LT BAF
0.27 0017 16.32 M-3610 THERMAL ACRYLIC WATERPROOFING
BAF (3 YEARS) LT 1000 21.88 21.88 M-3640
REINFORCEMENT FIBER MEMBRANE
POLYESTER M2 2.42 2.66 1100 $ 24.82
SUMA
MACHINERY UNIT PRICE PERFORMANCE ELEMENT not
SUM COST COST $ 0.00 BY 44.62
B-1880 CONCEPT: DATE UNIT
CAULKING CRACKS IN TILE BASED
Sikaflex 1-A INCLUDES SET OF CRACKS
JUN 2004 M2 DISK FOR CEMENT.
LABOR UNIT PRICE PERFORMANCE No COST ELEMENT
O-0100 280.45 0100 04.28 JOR PEON
O-0700 0.100 42.07 420.67 JOR PAINTER
O-0425 0.100 29.21 292.13 JOR ASSISTANT
3 INTERMEDIATE COMMAND AND TOOL% 0130 12.91 99.32 SUM
$ 112.24
No ELEMENT MATERIAL UNIT COST PRICE PERFORMANCE Sikaflex
M-3650 1-A 22.00 0017 ML $ 0.37 SUM 0.37
MACHINERY UNIT PRICE PERFORMANCE ELEMENT not
B-0125 COST TIME COST CUTTING CONCRETE FLOOR TIME
112.73 SUM 0067
7.52 $ 7.52 120.12
DIRECT COST B-1872
CONCEPT: DATE OF SLAB WATERPROOFING
UNIT BASED ASPHALT EMULSION
Festo
TWO HANDS. FIRST BASE ACRYLIC AND REINFORCING MESH
FIBER POLYESTER
MZO 2004 M2. DURATION 3 years 2
LABOR No COST ELEMENT UNIT PRICE PERFORMANCE PEON
O-0100 0.033 9.35 280.45 JOR-0700 PAINTER
O 0033 02.14 420.67 JOR
3 INTERMEDIATE COMMAND AND TOOL% 23.37 03.04 0130 $ 26.41
SUMA
MATERIAL UNIT PRICE ITEM No
M-COST PERFORMANCE WATERPROOFING 1696I IMPERFACIL
FEST, 2 YEARS LT
16.44 16.44 1000 16 962 M-1000 MESH FESTERFLEX M2 5.9 5.9 16 963 M-PAINT
imperf Festo
TERRACOTTA COLOR LT 59.81 11.96 0200 $ 33.50
SUMA
MACHINERY UNIT PRICE PERFORMANCE ELEMENT No Q-3000
COST SAFETY EQUIPMENT (CASCO,
goggles, gloves, etc..) AGM 0033 1.74 52.25 $ 1.74
SUM DIRECT COST 61.65
B-1870b
CONCEPT:
SUPPLY UNIT DATE AND APPLICATION OF MARK
Cementitious IMPERMEACRETO WATERPROOFING, CONCRETE BASE
WHITE AND COLOR, applied to two hands, including: APRIL 2007 M2
SUPPLIES. LABOR, TOOLS AND SAFETY EQUIPMENT
. 4.5 mm THICKNESS OF LABOR
No COST ELEMENT UNIT PRICE PERFORMANCE ASSISTANT
O-0425 0.010 2.92 292.13 JOR
WATERPROOFED OFFICIAL O-0725 0.010 3.51 350.56 JOR
3 INTERMEDIATE COMMAND AND TOOL% 6.43 0130 $ 0.84 ADD
7.26
MATERIAL UNIT PRICE ITEM No COST PERFORMANCE WATERPROOFING
Cementitious M-3511, WHITE CEMENT BASE
KG 33.32 6.66 0200 $ 6.66
SUMA
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
Safety Equipment (Helmet, Goggles
, GLOVES, ETC.) JGO
SUM 52.25 0.52 0010 $ 0.52 1445 DIRECT COST
B-1870m
CONCEPT: DATE UNIT
SUPPLY AND APPLICATION OF MARK WATERPROOFING Cementitious
IMPERMEACRETO, MORTAR BASE OF APRIL 2007 M2
CEMENT AND COLOR, APPLIED TO TWO HANDS,
INCLUDES: SUPPLIES. WORKMANSHIP
TOOL AND SAFETY EQUIPMENT. 4.5 mm THICKNESS
LABOR UNIT PRICE PERFORMANCE ELEMENT No COST ASSISTANT
O-0425 0.010 2.92 292.13 JOR
WATERPROOFED OFFICIAL OR-0725 3.51 0.010 350.56 JOR
3 INTERMEDIATE COMMAND AND TOOL 0130 0.84% \u200b\u200b6.43 ADD $ 7.26
MATERIAL UNIT PRICE PERFORMANCE No COST ELEMENT
M-3512 Cementitious WATERPROOFING, CEMENT MORTAR BASE
0200 4.49 KG $ 0.90 0.90 SUM
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
Safety Equipment (Helmet, Goggles
, GLOVES, ETC.) AGM 0010 52.25 0.52
SUM DIRECT COST $ 0.52 8.68
B-1860 CONCEPT:
SUPPLY UNIT DATE AND IMPLEMENTATION OF WATERPROOFING IMPERTAPCRETO
,
ELASTIC, THERMAL, APPLIED TO TWO HANDS, APRIL 2007 M2
INCLUDES: MATERIAL, LABOR,
TOOL AND SAFETY EQUIPMENT. LABOR
No COST ELEMENT UNIT PRICE PERFORMANCE ASSISTANT
O-0425 0.010 2.92 292.13 JOR
WATERPROOFED OFFICIAL O-0725 0.010 3.51 350.56 JOR
INTERMEDIATE COMMAND AND TOOL 0130 0.84% \u200b\u200b6.43 ADD $ 7.26
MATERIAL UNIT PRICE ITEM No COST PERFORMANCE WATERPROOFING
IMPERTAPCRETO M-3500,
FLEXIBLE, HEAT KG 25.30 31.63 1250 $ 31.63
SUMA
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
SAFETY EQUIPMENT (HELMET
goggles, gloves, etc..) JGO
0.03 52.25 0001 0.03 SUM 38.91
DIRECT COST B-1870G
CONCEPT:
SUPPLY UNIT DATE AND APPLICATION OF MARK
Cementitious IMPERMEACRETO WATERPROOFING, CONCRETE BASE GREY AND APRIL 2007 M2
COLOR, applied to two hands, including:
SUPPLIES. LABOR, TOOLS AND SAFETY EQUIPMENT
. 4.5 mm THICKNESS
LABOR UNIT PRICE PERFORMANCE ELEMENT No COST ASSISTANT
O-0425 0.010 2.92 292.13 JOR
WATERPROOFED OFFICIAL OR-0725 3.51 0.010 350.56 JOR
3 INTERMEDIATE COMMAND AND TOOL% 6.43 0.84 0.130 ADD $ 7.26
MATERIAL UNIT PRICE ITEM No COST PERFORMANCE WATERPROOFING
Cementitious M-3510, GREY CEMENT BASE
KG 24.31 4.86 0200 $ 4.86
SUMA
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
SAFETY EQUIPMENT (HELMET ,
goggles, gloves, etc..) AGM 25/02 0010
0.52 $ 0.52 SUM 12.65
DIRECT COST B-2000
CONCEPT: DATE
UNIT SUPPLY AND PLACEMENT OF
POLYSTYRENE FOAM BATH IN PAN, JANUARY 2002 m3 INCLUDES
WATERPROOFING. LABOR
ITEM No UNIT PRICE COST PERFORMANCE
O-0100 0.125 35.06 280.45 JOR PEON
INTERMEDIATE COMMAND AND TOOL 0130 4.56% 35.06 $ 39.61 ADD
MATERIAL UNIT PRICE PERFORMANCE No COST ELEMENT
M-4000 STYROFOAM 20 CM THICKNESS 1020 M2 187.00 190.74 B-1875 WATERPROOF
TERMOACRILICO,
2 HANDS WITH REINFORCING MESH, 3 YEAR TERM
1.0500 M2 44.62 46.86 ADD $ 237.60
MACHINERY UNIT PRICE PERFORMANCE ELEMENT not
SUM COST $ 0.00 COST DIRECT
277.21
B-
1875 CONCEPT:
WATERPROOFING UNIT DATE
SLABS BASED THERMAL ACRYLIC EMULSION
TWO HANDS. FIRST BASE ACRYLIC AND STRENGTHENING MZO 2004 M2
MESH POLYESTER FIBER. 3 YEAR TERM LABOR
No COST ELEMENT UNIT PRICE PERFORMANCE PEON
O-0100 0.025 01.07 280.45 JOR-0700 PAINTER
O 0025 10.52 420.67 JOR
3 INTERMEDIATE COMMAND AND TOOL% 17.53 02.28 0130 $ 19.81
SUM MATERIAL
No ITEM UNIT COST PRICE PERFORMANCE
ACRYLIC PRIMER M-3600 MARK LT BAF
0.27 0017 16.32 M-3610 THERMAL ACRYLIC WATERPROOFING
BAF (3 YEARS) LT 1000 21.88 21.88 M-3640
REINFORCEMENT FIBER MEMBRANE
POLYESTER M2 2.42 2.66 1100 $ 24.82
SUMA
MACHINERY UNIT PRICE PERFORMANCE ELEMENT not
SUM COST COST $ 0.00 BY 44.62
B-1880 CONCEPT: DATE UNIT
CAULKING CRACKS IN TILE BASED
Sikaflex 1-A INCLUDES SET OF CRACKS
JUN 2004 M2 DISK FOR CEMENT.
LABOR UNIT PRICE PERFORMANCE No COST ELEMENT
O-0100 280.45 0100 04.28 JOR PEON
O-0700 0.100 42.07 420.67 JOR PAINTER
O-0425 0.100 29.21 292.13 JOR ASSISTANT
3 INTERMEDIATE COMMAND AND TOOL% 0130 12.91 99.32 SUM
$ 112.24
No ELEMENT MATERIAL UNIT COST PRICE PERFORMANCE Sikaflex
M-3650 1-A 22.00 0017 ML $ 0.37 SUM 0.37
MACHINERY UNIT PRICE PERFORMANCE ELEMENT not
B-0125 COST TIME COST CUTTING CONCRETE FLOOR TIME
112.73 SUM 0067
7.52 $ 7.52 120.12
DIRECT COST B-1872
CONCEPT: DATE OF SLAB WATERPROOFING
UNIT BASED ASPHALT EMULSION
Festo
TWO HANDS. FIRST BASE ACRYLIC AND REINFORCING MESH
FIBER POLYESTER
MZO 2004 M2. DURATION 3 years 2
LABOR No COST ELEMENT UNIT PRICE PERFORMANCE PEON
O-0100 0.033 9.35 280.45 JOR-0700 PAINTER
O 0033 02.14 420.67 JOR
3 INTERMEDIATE COMMAND AND TOOL% 23.37 03.04 0130 $ 26.41
SUMA
MATERIAL UNIT PRICE ITEM No
M-COST PERFORMANCE WATERPROOFING 1696I IMPERFACIL
FEST, 2 YEARS LT
16.44 16.44 1000 16 962 M-1000 MESH FESTERFLEX M2 5.9 5.9 16 963 M-PAINT
imperf Festo
TERRACOTTA COLOR LT 59.81 11.96 0200 $ 33.50
SUMA
MACHINERY UNIT PRICE PERFORMANCE ELEMENT No Q-3000
COST SAFETY EQUIPMENT (CASCO,
goggles, gloves, etc..) AGM 0033 1.74 52.25 $ 1.74
SUM DIRECT COST 61.65
B-1870b
CONCEPT:
SUPPLY UNIT DATE AND APPLICATION OF MARK
Cementitious IMPERMEACRETO WATERPROOFING, CONCRETE BASE
WHITE AND COLOR, applied to two hands, including: APRIL 2007 M2
SUPPLIES. LABOR, TOOLS AND SAFETY EQUIPMENT
. 4.5 mm THICKNESS OF LABOR
No COST ELEMENT UNIT PRICE PERFORMANCE ASSISTANT
O-0425 0.010 2.92 292.13 JOR
WATERPROOFED OFFICIAL O-0725 0.010 3.51 350.56 JOR
3 INTERMEDIATE COMMAND AND TOOL% 6.43 0130 $ 0.84 ADD
7.26
MATERIAL UNIT PRICE ITEM No COST PERFORMANCE WATERPROOFING
Cementitious M-3511, WHITE CEMENT BASE
KG 33.32 6.66 0200 $ 6.66
SUMA
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
Safety Equipment (Helmet, Goggles
, GLOVES, ETC.) JGO
SUM 52.25 0.52 0010 $ 0.52 1445 DIRECT COST
B-1870m
CONCEPT: DATE UNIT
SUPPLY AND APPLICATION OF MARK WATERPROOFING Cementitious
IMPERMEACRETO, MORTAR BASE OF APRIL 2007 M2
CEMENT AND COLOR, APPLIED TO TWO HANDS,
INCLUDES: SUPPLIES. WORKMANSHIP
TOOL AND SAFETY EQUIPMENT. 4.5 mm THICKNESS
LABOR UNIT PRICE PERFORMANCE ELEMENT No COST ASSISTANT
O-0425 0.010 2.92 292.13 JOR
WATERPROOFED OFFICIAL OR-0725 3.51 0.010 350.56 JOR
3 INTERMEDIATE COMMAND AND TOOL 0130 0.84% \u200b\u200b6.43 ADD $ 7.26
MATERIAL UNIT PRICE PERFORMANCE No COST ELEMENT
M-3512 Cementitious WATERPROOFING, CEMENT MORTAR BASE
0200 4.49 KG $ 0.90 0.90 SUM
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
Safety Equipment (Helmet, Goggles
, GLOVES, ETC.) AGM 0010 52.25 0.52
SUM DIRECT COST $ 0.52 8.68
Old Wooden Ironing Boards Values
Matrices de Acarreos y Elevaciones
B-0055 CONCEPT: DATED MATERIAL UNIT CARRYING
DUMP TRUCK OF 7m3 load by hand, M3
INCLUDES JANUARY 2002 SHOOTING A 5 Km
LABOR UNIT PRICE PERFORMANCE No COST ELEMENT
O-0100 0.167 46.74 280.45 JOR PEON
3 INTERMEDIATE COMMAND AND TOOL% 0130 08.06 46.74 52.82 SUM
MATERIAL UNIT PRICE PERFORMANCE ELEMENT not
SUM COST $ 0.00 MACHINERY
No COST ELEMENT UNIT PRICE PERFORMANCE
B-0080 DUMP TRUCK FEE SCHEDULE 7 m3
OF TIME SUM
518.78 0.0714 37.06 37.06 89.87
DIRECT COST B-0051
CONCEPT:
UNIT DATE OF STEEL TO CARRY SHOULDER
PEON IN THE WORK STATIONS TO 20 m,
LAND WITH HIGH DEGREE OF DIFFICULTY. M3 NOV.2003
LABOR UNIT PRICE PERFORMANCE No COST ELEMENT
O-0100 0.345 43.82 127.09 JOR PEON
O-0100 0.345 43.82 127.09 JOR PEON
3 INTERMEDIATE COMMAND AND TOOL% 0120 10.52 87.65 98.17 SUM
MATERIALS
No ITEM UNIT COST PRICE PERFORMANCE
0.00 SUMA
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
SAFETY EQUIPMENT (HELMET,
goggles, gloves, etc..) AGM 0017 52.25 0.90 0.90 SUM
DIRECT COST 99.07
B-0052
CONCEPT: DATE UNIT OF STEEL TO CARRY
SHOULDER
PEON IN THE WORK STATIONS
subsequent to each 20 m, M3 NOV./2003
LAND WITH HIGH DEGREE OF DIFFICULTY.
LABOR UNIT PRICE PERFORMANCE No COST ELEMENT
O-0100 0.216 27.39 127.09 JOR PEON
O-0100 0.216 27.39 127.09 JOR PEON
3 INTERMEDIATE COMMAND AND TOOL% 54.78 SUM 61.35 6.57 0120
MATERIALS UNIT PRICE PERFORMANCE ELEMENT No COST AMOUNT 0.00
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
Safety Equipment (Helmet, Goggles
, GLOVES, ETC.) AGM 0011 52.25 0.56
SUM DIRECT COST 61.92 0.56
B-0053 CONCEPT:
UNIT DATE OF CEMENT TO CARRY SHOULDER
PEON, 20 m GROUND STATION WITH A HIGH DEGREE OF DIFFICULTY
. NOV. 2003 M3
LABOR UNIT PRICE PERFORMANCE No COST ELEMENT
O-0100 0.125 15.89 127.09 JOR PEON
3 CONTROL INTERMEDIATE AND TOOL% 0120 15.89 1.91 17.79
MATERIALS
SUM ITEM UNIT PRICE PERFORMANCE No
SUM COST $ 0.00
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
Safety Equipment (Helmet, Goggles
, GLOVES, ETC.) AGM 0006 0.33 52.25 $ 0.33
SUM DIRECT COST 18.12
B-0054 CONCEPT: DATE UNIT OF CEMENT TO CARRY
SHOULDER PEON,
STATIONS subsec. A 20 m.
LAND HIGH DEGREE OF DIFFICULTY. NOV. 2003 M3
LABOR UNIT PRICE PERFORMANCE No COST ELEMENT
O-0100 PEON 0067 8.47 127.09 JOR
3 INTERMEDIATE COMMAND AND TOOL% 0120 01.02 8.47 9.49 SUM
MATERIALS
No COST ELEMENT PERFORMANCE UNIT PRICE AMOUNT 0.00
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
SAFETY EQUIPMENT (HELMET,
Goggles, gloves, ETC.) JGO
SUMA 0.17 52.25 0003 0.17 9.66
DIRECT COST B-0056
CONCEPT: DATE UNIT
CARRYING DIFFERENT LAND OR PROPERTY IN TRUCK
; STATION A 20 m, HIGH GROUND
DEGREE OF DIFFICULTY. NOV. 2003 M3
LABOR ITEM No UNIT PRICE COST PERFORMANCE
O-0100 0.167 21.18 127.09 JOR PEON
3 INTERMEDIATE COMMAND AND TOOL 0120 2.54% 21.18 $ 23.72 ADD
MATERIALS UNIT PRICE PERFORMANCE ELEMENT No COST AMOUNT 0.00
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q
SAFETY EQUIPMENT -3000 (CASCO,
goggles, gloves, etc..) JGO
0.44 52.25 0008 0.44 SUM 24.16
DIRECT COST B-0057
CONCEPT: DATE UNIT
CARRYING DIFFERENT LAND OR PROPERTY IN TRUCK
, EST. SUBSEQUENT,
LAND WITH HIGH DEGREE OF DIFFICULTY. NOV. 2003 M3
LABOR UNIT PRICE PERFORMANCE No COST ELEMENT
O-0100 0.083 10.59 127.09 JOR PEON
3 INTERMEDIATE COMMAND AND TOOL% 10.59 01.27 0120 $ 11.86
SUMA MATERIALS
No COST ELEMENT PERFORMANCE UNIT PRICE AMOUNT 0.00
MACHINERY
No PRICE PERFORMANCE UNIT COST ELEMENT Q-3000
Safety Equipment (Helmet, Goggles
, GLOVES, ETC.) JGO
SUMA 0.22 52.25 0004 0.22 12.08
DIRECT COST B-0058
CONCEPT: DATE UNIT
CARRY OF PARTITION OR BLOCK TO SHOULDER OF PEON
20 m STATION GROUND
HIGH DEGREE OF DIFFICULTY. NOV. 2003 TON
LABOR UNIT PRICE PERFORMANCE No COST ELEMENT
O-0100 0.118 14.95 127.09 JOR PEON
3 INTERMEDIATE COMMAND AND TOOL% 0130 14.95 1.94 16.90
MATERIALS
SUM ITEM No COST PERFORMANCE UNIT PRICE AMOUNT 0.00
MACHINERY No COST ELEMENT UNIT PRICE PERFORMANCE Q-3000
Safety Equipment (Helmet, Goggles
, GLOVES, ETC.) JGO
SUMA 0.31 52.25 0006 0.31 17.20
DIRECT COST B-0059
CONCEPT:
CARRYING UNIT DATE PARTITION OR BLOCK TO SHOULDER PEON
OF EST. SUBSEQUENT GROUND
HIGH DEGREE OF DIFFICULTY. NOV. 2003 TON
LABOR UNIT PRICE PERFORMANCE No COST ELEMENT
O-0100 0.082 10.47 127.09 JOR PEON
3 INTERMEDIATE COMMAND AND TOOL% 0120 01.26 10.47 11.72 SUM
MATERIALS
No COST ELEMENT PERFORMANCE UNIT PRICE AMOUNT 0.00
MACHINERY No COST ELEMENT UNIT PRICE PERFORMANCE Q-3000
SAFETY EQUIPMENT (HELMET,
goggles, gloves, etc..) JGO
0.22 52.25 0004 0.22 SUM 11.94
DIRECT COST B-00591
CONCEPT: DATE UNIT
CARRYING TIMBER SHORING A SHOULDER
PEON EST. A 20 m,
LAND WITH HIGH DEGREE OF DIFFICULTY. NOV. 2003 M2
LABOR UNIT PRICE PERFORMANCE No COST ELEMENT
PEON JOR O-0100 127.09 2.54 0020 O-0101
PEON JOR
127.09 0.02000 2.54 3 INTERMEDIATE COMMAND AND TOOL% 0130 08.05 0.01 09.05
SUM ITEM No
MATERIALS UNIT PERFORMANCE COST PRICE AMOUNT 0.00
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
Safety Equipment (Helmet, Goggles
, GLOVES, ETC.) JGO
SUMA 0.05 52.25 0001 0.05 5.14
DIRECT COST
B-00 592 CONCEPT: DATE
DRIVE TIMBER CARRYING SHOULDER RIBS A PEON
EST. SUBSEQUENT,
LAND WITH HIGH DEGREE OF DIFFICULTY. M2 NOV.2003
LABOR UNIT PRICE PERFORMANCE No COST ELEMENT
O-0100 0.010 01.27 127.09 JOR PEON
O-0101 0.010 01.27 127.09 JOR PEON
3 INTERMEDIATE COMMAND AND TOOL% 0130 0.01 2.54 2.55 SUM
MATERIALS
No ITEM UNIT PRICE AMOUNT 0.00 PERFORMANCE COST
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
Safety Equipment (Helmet, Goggles
, GLOVES, ETC.) JGO 0.03 0001 52.25
DIRECT COST AMOUNT 2.57 0.03
THE CONCEPT
-0050 DATE OF STEEL ELEVATION UNIT
A PEON
SHOULDER OF 0 to 15.00 m NOV.2003 TON VERTICAL
LABOR UNIT PRICE ITEM No YIELD OR COST
PEON JOR-0100 127.09 0.3286 3 41.76
INTERMEDIATE COMMAND AND TOOL% 0120 01.05 41.76 46.77 SUM
MATERIALS
No COST ELEMENT PERFORMANCE UNIT PRICE AMOUNT $ 0.00
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT
Q-3000 Safety Equipment (Helmet, Goggles
, GLOVES, ETC.) JGO 0016 52.25 0.86 0.86 SUM
DIRECT COST 47.63
-0055
THE CONCEPT
DATE
LIFT UNIT TIMBER SHORING A pawn
SHOULDER 0 to 15.00 m VERTICAL NOV.2003 PT/m2
LABOR No COST ELEMENT UNIT PRICE PERFORMANCE
O-0100 127.09 0.0128 1.63 JOR PEON
3 INTERMEDIATE COMMAND AND TOOL 0120 0.20% 1.63 ADD $ 1.82
MATERIALS
No COST ELEMENT PERFORMANCE UNIT PRICE AMOUNT 0.00
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
Safety Equipment (Helmet, Goggles
, GLOVES, ETC.) AGM 0001 52.25 0.03
DIRECT COST AMOUNT 0.03 1.86
THE CONCEPT
-0060 DATE OF CONCRETE LIFTING UNIT
A PEON
SHOULDER OF 0 to 15.00 m VERTICAL NOV. 2003 M3
LABOR UNIT PRICE PERFORMANCE No COST ELEMENT
O-0100 127.09 0.3833 48.72 JOR PEON
3 INTERMEDIATE COMMAND AND TOOL% 0120 48.72 5.85 54.56
SUM ITEM No
MATERIALS UNIT PRICE AMOUNT 0.00
COST PERFORMANCE MACHINERY
No COST ELEMENT UNIT PRICE PERFORMANCE Q-3000
Safety Equipment (Helmet, Goggles
, GLOVES, ETC.) AGM 0019 52.25 1.00 1.00
SUM DIRECT COST 55.57
THE CONCEPT
-0065: UNIT
DATE ADDED TO LIFT SHOULDER
PEON DE 0 to 15.00 m VERTICAL NOV. 2003 M3
LABOR UNIT PRICE PERFORMANCE No COST ELEMENT
O-0100 127.09 0.3833 48.72 JOR PEON
3 INTERMEDIATE COMMAND AND TOOL% 0120 48.72 5.85 54.56
SUM ITEM No
MATERIALS UNIT PRICE AMOUNT 0.00
COST PERFORMANCE MACHINERY
No COST ELEMENT UNIT PRICE PERFORMANCE Q-3000
SAFETY EQUIPMENT (HELMET,
goggles, gloves, etc..) AGM 0019 52.25 1.00 1.00
SUM DIRECT COST 55.57
B-00599
CONCEPT: DATE UNIT ELEVATION
of earth, stone or gravel
WINCH WITH UP TO 50 m. JANUARY 2007 M3
LABOR UNIT PRICE PERFORMANCE No COST ELEMENT
O-0100 0.083 23.37 280.45 JOR PEON
O-0100 0.083 23.37 280.45 JOR PEON
3 INTERMEDIATE COMMAND AND TOOL% 0120 46.74 5.61 52.35
MATERIALS
SUM ITEM No PERFORMANCE UNIT PRICE COST COST
B-0126 HOURS OF 1.0 TON WINCH.
WITH TIME CABLE 100 m 74.74 0.0833 6.23 6.23 SUM
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT
Q-3000 Safety Equipment (Helmet, Goggles
, GLOVES, ETC.) JGO
52.25 0.0833 4.35 4.35 SUM 62.93
DIRECT COST B-00 598
CONCEPT: DATE UNIT INDUSTRIAL MATERIALS
LIFT WITH WINCH, 0.00 to 50.00 m OF JANUARY 2007 TON
LABOR UNIT PRICE PERFORMANCE No COST ELEMENT
O-0100 0.100 04.28 280.45 JOR PEON
O-0100 0.100 04.28 280.45 JOR PEON
3 INTERMEDIATE COMMAND AND TOOL 0120 6.73% 56.08 $ 56.09 ADD
No ELEMENT MATERIALS UNIT PRICE COST PERFORMANCE
B-0126 COST SCHEDULE OF 1.0 TON WINCH.
WITH TIME CABLE 100 m 74.74 0.1000 7.47 7.47 SUM
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
Safety Equipment (Helmet, Goggles
, GLOVES, ETC.) JGO 0.1000 52.25 5.23 5.23
SUM DIRECT COST 75.52
B-0060 CONCEPT: DATE UNIT
STONE CARRYING TROLLEY;
20 m STATION GROUND
HIGH DEGREE OF DIFFICULTY. JAN 2007 M3
LABOR UNIT PRICE PERFORMANCE No COST ELEMENT
O-0100 JOR PEON
21.18 127.09 0500 3 INTERMEDIATE COMMAND AND TOOL 0120 2.54% 21.18 $ 23.72 ADD
MATERIALS UNIT PRICE PERFORMANCE ELEMENT No COST AMOUNT 0.00
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
SAFETY EQUIPMENT (HELMET
goggles, gloves, etc..) JGO 0.1000 52.25 05.23 23.05
SUM DIRECT COST 28.95
B-00 596 CONCEPT
DATE
UNIT WITH CONCRETE LIFTING WINCH
0.00 to 50.00 m OF JANUARY 2007 M3
LABOR
No COST ELEMENT UNIT PRICE PERFORMANCE PEON
O-0100 JOR 0067 18.70 280.45
O-0100 0.067 18.70 280.45 JOR PEON
3 INTERMEDIATE COMMAND AND TOOL% 0120 37.39 4.49 41.88
SUMA
MATERIALS UNIT PRICE PERFORMANCE ELEMENT not
B-0126 COST TIME COST OF 1.0 TON WINCH.
WITH TIME CABLE 100 m 74.74 0.2222 16.61 16.61 SUM
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
Safety Equipment (Helmet, Goggles
, GLOVES, ETC.) AGM 0067 52.25 3.48 ADD $ 3.48
DIRECT COST 61.97
B-00597
CONCEPT: DATE UNIT
WOODEN LIFT WINCH
0.00 to 50.00 m OF JANUARY 2007 M3
LABOR UNIT PRICE PERFORMANCE No COST ELEMENT
O-0100 0.125 35.06 280.45 JOR PEON
PEON JOR O-0100 35.06 280.45 0125 .00
3 INTERMEDIATE COMMAND AND TOOL 0120 70.11% SUMA
8.41 $ 78.53
MATERIALS UNIT PRICE PERFORMANCE No COST ELEMENT
B-0126 COST SCHEDULE OF 1.0 TON WINCH. CABLE TIME C/100 m 74.74 0.0333 2.49 2.49 SUM
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
Safety Equipment (Helmet, Goggles
, GLOVES, ETC.) AGM 0125 52.25 6.53 6.53 SUM
DIRECT COST 87.55 
B-0055 CONCEPT: DATED MATERIAL UNIT CARRYING
DUMP TRUCK OF 7m3 load by hand, M3
INCLUDES JANUARY 2002 SHOOTING A 5 Km
LABOR UNIT PRICE PERFORMANCE No COST ELEMENT
O-0100 0.167 46.74 280.45 JOR PEON
3 INTERMEDIATE COMMAND AND TOOL% 0130 08.06 46.74 52.82 SUM
MATERIAL UNIT PRICE PERFORMANCE ELEMENT not
SUM COST $ 0.00 MACHINERY
No COST ELEMENT UNIT PRICE PERFORMANCE
B-0080 DUMP TRUCK FEE SCHEDULE 7 m3
OF TIME SUM
518.78 0.0714 37.06 37.06 89.87
DIRECT COST B-0051
CONCEPT:
UNIT DATE OF STEEL TO CARRY SHOULDER
PEON IN THE WORK STATIONS TO 20 m,
LAND WITH HIGH DEGREE OF DIFFICULTY. M3 NOV.2003
LABOR UNIT PRICE PERFORMANCE No COST ELEMENT
O-0100 0.345 43.82 127.09 JOR PEON
O-0100 0.345 43.82 127.09 JOR PEON
3 INTERMEDIATE COMMAND AND TOOL% 0120 10.52 87.65 98.17 SUM
MATERIALS
No ITEM UNIT COST PRICE PERFORMANCE
0.00 SUMA
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
SAFETY EQUIPMENT (HELMET,
goggles, gloves, etc..) AGM 0017 52.25 0.90 0.90 SUM
DIRECT COST 99.07
B-0052
CONCEPT: DATE UNIT OF STEEL TO CARRY
SHOULDER
PEON IN THE WORK STATIONS
subsequent to each 20 m, M3 NOV./2003
LAND WITH HIGH DEGREE OF DIFFICULTY.
LABOR UNIT PRICE PERFORMANCE No COST ELEMENT
O-0100 0.216 27.39 127.09 JOR PEON
O-0100 0.216 27.39 127.09 JOR PEON
3 INTERMEDIATE COMMAND AND TOOL% 54.78 SUM 61.35 6.57 0120
MATERIALS UNIT PRICE PERFORMANCE ELEMENT No COST AMOUNT 0.00
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
Safety Equipment (Helmet, Goggles
, GLOVES, ETC.) AGM 0011 52.25 0.56
SUM DIRECT COST 61.92 0.56
B-0053 CONCEPT:
UNIT DATE OF CEMENT TO CARRY SHOULDER
PEON, 20 m GROUND STATION WITH A HIGH DEGREE OF DIFFICULTY
. NOV. 2003 M3
LABOR UNIT PRICE PERFORMANCE No COST ELEMENT
O-0100 0.125 15.89 127.09 JOR PEON
3 CONTROL INTERMEDIATE AND TOOL% 0120 15.89 1.91 17.79
MATERIALS
SUM ITEM UNIT PRICE PERFORMANCE No
SUM COST $ 0.00
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
Safety Equipment (Helmet, Goggles
, GLOVES, ETC.) AGM 0006 0.33 52.25 $ 0.33
SUM DIRECT COST 18.12
B-0054 CONCEPT: DATE UNIT OF CEMENT TO CARRY
SHOULDER PEON,
STATIONS subsec. A 20 m.
LAND HIGH DEGREE OF DIFFICULTY. NOV. 2003 M3
LABOR UNIT PRICE PERFORMANCE No COST ELEMENT
O-0100 PEON 0067 8.47 127.09 JOR
3 INTERMEDIATE COMMAND AND TOOL% 0120 01.02 8.47 9.49 SUM
MATERIALS
No COST ELEMENT PERFORMANCE UNIT PRICE AMOUNT 0.00
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
SAFETY EQUIPMENT (HELMET,
Goggles, gloves, ETC.) JGO
SUMA 0.17 52.25 0003 0.17 9.66
DIRECT COST B-0056
CONCEPT: DATE UNIT
CARRYING DIFFERENT LAND OR PROPERTY IN TRUCK
; STATION A 20 m, HIGH GROUND
DEGREE OF DIFFICULTY. NOV. 2003 M3
LABOR ITEM No UNIT PRICE COST PERFORMANCE
O-0100 0.167 21.18 127.09 JOR PEON
3 INTERMEDIATE COMMAND AND TOOL 0120 2.54% 21.18 $ 23.72 ADD
MATERIALS UNIT PRICE PERFORMANCE ELEMENT No COST AMOUNT 0.00
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q
SAFETY EQUIPMENT -3000 (CASCO,
goggles, gloves, etc..) JGO
0.44 52.25 0008 0.44 SUM 24.16
DIRECT COST B-0057
CONCEPT: DATE UNIT
CARRYING DIFFERENT LAND OR PROPERTY IN TRUCK
, EST. SUBSEQUENT,
LAND WITH HIGH DEGREE OF DIFFICULTY. NOV. 2003 M3
LABOR UNIT PRICE PERFORMANCE No COST ELEMENT
O-0100 0.083 10.59 127.09 JOR PEON
3 INTERMEDIATE COMMAND AND TOOL% 10.59 01.27 0120 $ 11.86
SUMA MATERIALS
No COST ELEMENT PERFORMANCE UNIT PRICE AMOUNT 0.00
MACHINERY
No PRICE PERFORMANCE UNIT COST ELEMENT Q-3000
Safety Equipment (Helmet, Goggles
, GLOVES, ETC.) JGO
SUMA 0.22 52.25 0004 0.22 12.08
DIRECT COST B-0058
CONCEPT: DATE UNIT
CARRY OF PARTITION OR BLOCK TO SHOULDER OF PEON
20 m STATION GROUND
HIGH DEGREE OF DIFFICULTY. NOV. 2003 TON
LABOR UNIT PRICE PERFORMANCE No COST ELEMENT
O-0100 0.118 14.95 127.09 JOR PEON
3 INTERMEDIATE COMMAND AND TOOL% 0130 14.95 1.94 16.90
MATERIALS
SUM ITEM No COST PERFORMANCE UNIT PRICE AMOUNT 0.00
MACHINERY No COST ELEMENT UNIT PRICE PERFORMANCE Q-3000
Safety Equipment (Helmet, Goggles
, GLOVES, ETC.) JGO
SUMA 0.31 52.25 0006 0.31 17.20
DIRECT COST B-0059
CONCEPT:
CARRYING UNIT DATE PARTITION OR BLOCK TO SHOULDER PEON
OF EST. SUBSEQUENT GROUND
HIGH DEGREE OF DIFFICULTY. NOV. 2003 TON
LABOR UNIT PRICE PERFORMANCE No COST ELEMENT
O-0100 0.082 10.47 127.09 JOR PEON
3 INTERMEDIATE COMMAND AND TOOL% 0120 01.26 10.47 11.72 SUM
MATERIALS
No COST ELEMENT PERFORMANCE UNIT PRICE AMOUNT 0.00
MACHINERY No COST ELEMENT UNIT PRICE PERFORMANCE Q-3000
SAFETY EQUIPMENT (HELMET,
goggles, gloves, etc..) JGO
0.22 52.25 0004 0.22 SUM 11.94
DIRECT COST B-00591
CONCEPT: DATE UNIT
CARRYING TIMBER SHORING A SHOULDER
PEON EST. A 20 m,
LAND WITH HIGH DEGREE OF DIFFICULTY. NOV. 2003 M2
LABOR UNIT PRICE PERFORMANCE No COST ELEMENT
PEON JOR O-0100 127.09 2.54 0020 O-0101
PEON JOR
127.09 0.02000 2.54 3 INTERMEDIATE COMMAND AND TOOL% 0130 08.05 0.01 09.05
SUM ITEM No
MATERIALS UNIT PERFORMANCE COST PRICE AMOUNT 0.00
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
Safety Equipment (Helmet, Goggles
, GLOVES, ETC.) JGO
SUMA 0.05 52.25 0001 0.05 5.14
DIRECT COST
B-00 592 CONCEPT: DATE
DRIVE TIMBER CARRYING SHOULDER RIBS A PEON
EST. SUBSEQUENT,
LAND WITH HIGH DEGREE OF DIFFICULTY. M2 NOV.2003
LABOR UNIT PRICE PERFORMANCE No COST ELEMENT
O-0100 0.010 01.27 127.09 JOR PEON
O-0101 0.010 01.27 127.09 JOR PEON
3 INTERMEDIATE COMMAND AND TOOL% 0130 0.01 2.54 2.55 SUM
MATERIALS
No ITEM UNIT PRICE AMOUNT 0.00 PERFORMANCE COST
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
Safety Equipment (Helmet, Goggles
, GLOVES, ETC.) JGO 0.03 0001 52.25
DIRECT COST AMOUNT 2.57 0.03
THE CONCEPT
-0050 DATE OF STEEL ELEVATION UNIT
A PEON
SHOULDER OF 0 to 15.00 m NOV.2003 TON VERTICAL
LABOR UNIT PRICE ITEM No YIELD OR COST
PEON JOR-0100 127.09 0.3286 3 41.76
INTERMEDIATE COMMAND AND TOOL% 0120 01.05 41.76 46.77 SUM
MATERIALS
No COST ELEMENT PERFORMANCE UNIT PRICE AMOUNT $ 0.00
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT
Q-3000 Safety Equipment (Helmet, Goggles
, GLOVES, ETC.) JGO 0016 52.25 0.86 0.86 SUM
DIRECT COST 47.63
-0055
THE CONCEPT
DATE
LIFT UNIT TIMBER SHORING A pawn
SHOULDER 0 to 15.00 m VERTICAL NOV.2003 PT/m2
LABOR No COST ELEMENT UNIT PRICE PERFORMANCE
O-0100 127.09 0.0128 1.63 JOR PEON
3 INTERMEDIATE COMMAND AND TOOL 0120 0.20% 1.63 ADD $ 1.82
MATERIALS
No COST ELEMENT PERFORMANCE UNIT PRICE AMOUNT 0.00
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
Safety Equipment (Helmet, Goggles
, GLOVES, ETC.) AGM 0001 52.25 0.03
DIRECT COST AMOUNT 0.03 1.86
THE CONCEPT
-0060 DATE OF CONCRETE LIFTING UNIT
A PEON
SHOULDER OF 0 to 15.00 m VERTICAL NOV. 2003 M3
LABOR UNIT PRICE PERFORMANCE No COST ELEMENT
O-0100 127.09 0.3833 48.72 JOR PEON
3 INTERMEDIATE COMMAND AND TOOL% 0120 48.72 5.85 54.56
SUM ITEM No
MATERIALS UNIT PRICE AMOUNT 0.00
COST PERFORMANCE MACHINERY
No COST ELEMENT UNIT PRICE PERFORMANCE Q-3000
Safety Equipment (Helmet, Goggles
, GLOVES, ETC.) AGM 0019 52.25 1.00 1.00
SUM DIRECT COST 55.57
THE CONCEPT
-0065: UNIT
DATE ADDED TO LIFT SHOULDER
PEON DE 0 to 15.00 m VERTICAL NOV. 2003 M3
LABOR UNIT PRICE PERFORMANCE No COST ELEMENT
O-0100 127.09 0.3833 48.72 JOR PEON
3 INTERMEDIATE COMMAND AND TOOL% 0120 48.72 5.85 54.56
SUM ITEM No
MATERIALS UNIT PRICE AMOUNT 0.00
COST PERFORMANCE MACHINERY
No COST ELEMENT UNIT PRICE PERFORMANCE Q-3000
SAFETY EQUIPMENT (HELMET,
goggles, gloves, etc..) AGM 0019 52.25 1.00 1.00
SUM DIRECT COST 55.57
B-00599
CONCEPT: DATE UNIT ELEVATION
of earth, stone or gravel
WINCH WITH UP TO 50 m. JANUARY 2007 M3
LABOR UNIT PRICE PERFORMANCE No COST ELEMENT
O-0100 0.083 23.37 280.45 JOR PEON
O-0100 0.083 23.37 280.45 JOR PEON
3 INTERMEDIATE COMMAND AND TOOL% 0120 46.74 5.61 52.35
MATERIALS
SUM ITEM No PERFORMANCE UNIT PRICE COST COST
B-0126 HOURS OF 1.0 TON WINCH.
WITH TIME CABLE 100 m 74.74 0.0833 6.23 6.23 SUM
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT
Q-3000 Safety Equipment (Helmet, Goggles
, GLOVES, ETC.) JGO
52.25 0.0833 4.35 4.35 SUM 62.93
DIRECT COST B-00 598
CONCEPT: DATE UNIT INDUSTRIAL MATERIALS
LIFT WITH WINCH, 0.00 to 50.00 m OF JANUARY 2007 TON
LABOR UNIT PRICE PERFORMANCE No COST ELEMENT
O-0100 0.100 04.28 280.45 JOR PEON
O-0100 0.100 04.28 280.45 JOR PEON
3 INTERMEDIATE COMMAND AND TOOL 0120 6.73% 56.08 $ 56.09 ADD
No ELEMENT MATERIALS UNIT PRICE COST PERFORMANCE
B-0126 COST SCHEDULE OF 1.0 TON WINCH.
WITH TIME CABLE 100 m 74.74 0.1000 7.47 7.47 SUM
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
Safety Equipment (Helmet, Goggles
, GLOVES, ETC.) JGO 0.1000 52.25 5.23 5.23
SUM DIRECT COST 75.52
B-0060 CONCEPT: DATE UNIT
STONE CARRYING TROLLEY;
20 m STATION GROUND
HIGH DEGREE OF DIFFICULTY. JAN 2007 M3
LABOR UNIT PRICE PERFORMANCE No COST ELEMENT
O-0100 JOR PEON
21.18 127.09 0500 3 INTERMEDIATE COMMAND AND TOOL 0120 2.54% 21.18 $ 23.72 ADD
MATERIALS UNIT PRICE PERFORMANCE ELEMENT No COST AMOUNT 0.00
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
SAFETY EQUIPMENT (HELMET
goggles, gloves, etc..) JGO 0.1000 52.25 05.23 23.05
SUM DIRECT COST 28.95
B-00 596 CONCEPT
DATE
UNIT WITH CONCRETE LIFTING WINCH
0.00 to 50.00 m OF JANUARY 2007 M3
LABOR
No COST ELEMENT UNIT PRICE PERFORMANCE PEON
O-0100 JOR 0067 18.70 280.45
O-0100 0.067 18.70 280.45 JOR PEON
3 INTERMEDIATE COMMAND AND TOOL% 0120 37.39 4.49 41.88
SUMA
MATERIALS UNIT PRICE PERFORMANCE ELEMENT not
B-0126 COST TIME COST OF 1.0 TON WINCH.
WITH TIME CABLE 100 m 74.74 0.2222 16.61 16.61 SUM
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
Safety Equipment (Helmet, Goggles
, GLOVES, ETC.) AGM 0067 52.25 3.48 ADD $ 3.48
DIRECT COST 61.97
B-00597
CONCEPT: DATE UNIT
WOODEN LIFT WINCH
0.00 to 50.00 m OF JANUARY 2007 M3
LABOR UNIT PRICE PERFORMANCE No COST ELEMENT
O-0100 0.125 35.06 280.45 JOR PEON
PEON JOR O-0100 35.06 280.45 0125 .00
3 INTERMEDIATE COMMAND AND TOOL 0120 70.11% SUMA
8.41 $ 78.53
MATERIALS UNIT PRICE PERFORMANCE No COST ELEMENT
B-0126 COST SCHEDULE OF 1.0 TON WINCH. CABLE TIME C/100 m 74.74 0.0333 2.49 2.49 SUM
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
Safety Equipment (Helmet, Goggles
, GLOVES, ETC.) AGM 0125 52.25 6.53 6.53 SUM
DIRECT COST 87.55
Winchester 30-30 Schematics
INSTALACIONES - Instalación Eléctrica -
B-1500 CONCEPT: DATE LOCATION AND TEST UNIT
electrical output,
includes: Slot, tubing,
GUIDE WIRE GALVANIZED, CABLE LAYING
CAL 12/18 ,
FITTING ACCESSORIES AND COVER, LABOR,
TOOL AND SAFETY EQUIPMENT. April 2007 OUT LABOR
No COST ELEMENT UNIT PRICE PERFORMANCE
O-0100 280.45 0435 121.93 JOR PEON
O-0800 654.38 0435 284.51 JOR ELECTRICIAN
3 INTERMEDIATE COMMAND AND TOOL% 406.44 52.84 0130 MAXIMUM PRICE
piece SUM 246.33 $ 459.28
MATERIAL UNIT PRICE PERFORMANCE ELEMENT not
MMAN13 COST ELECTRIC HOSE 13 mm ML 3000 3.76 1.25
MCAB112 COPPER CABLE SINGLE # 12 ML 8000 3.81 30.47
MAPAG MODUS DAMPER WITH METAL LID 1000 24.67 24.67 PZA
MCON CONTACT MODUS WITH METAL LID 0333 02.08 05.24 PZA MISCELLANEOUS MATERIAL
0050 459.28 22.96% $ 89.89
SUMA
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
Safety Equipment (Helmet, Goggles
, GLOVES, ETC.) AGM 0304 52.25 15.90 SUMA
DIRECT COST $ 15.90
565.07
B-1510
CONCEPT: DATE
WIRING UNIT FOR AIR CONDITIONING,
INCLUDES SUPPLIES, GROOVED. Tubing, JANUARY 2002
OUTPUT WIRING ACCESSORIES AND PLACEMENT OF LABOR
No COST ELEMENT UNIT PRICE PERFORMANCE ASSISTANT
O-0425 292.13 1000 292.13 JOR
O-0800 654.38 1000 654.38 JOR ELECTRICIAN
3 INTERMEDIATE COMMAND AND TOOL% 0130 123.05 946.51 SUM $ 1,069.55
MATERIAL UNIT PRICE PERFORMANCE ELEMENT not
MMAN13 COST ELECTRIC HOSE 13 mm 15 000 18.81 01.25 ML-2020 M
THW WIRE GAUGE # 10 ML 45 000 190.08 04.22
Marraco
AIR CONDITIONING STARTER PZA 1000 27.50 27.50
MCONAC
AIR CONDITIONING CONTACT PZA MATERIAL
35.20 1000 35.20 0200 54.32 271.59 MISCELLANEOUS% SUM $ 325.91
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
SAFETY EQUIPMENT (HELMET,
Goggles, gloves, ETC.) AGM 0700 52.25 36.58 $ 36.58
SUM 1,432.04 DIRECT COST
B-1520 CONCEPT: DATE UNIT SWITCH WIRING
INCLUDES SUPPLIES, GROOVED. Tubing, JANUARY 2002
OUTPUT WIRING ACCESSORIES AND PLACEMENT OF LABOR
No COST ELEMENT UNIT PRICE PERFORMANCE ASSISTANT
O-0425 0.333 97.38 292.13 JOR
O-0800 654.38 0333 218.13 JOR ELECTRICIAN
3 INTERMEDIATE COMMAND AND TOOL% 0130 41.02 315.50 ADD $ 356.52
MATERIAL UNIT PRICE ITEM No
MMAN13 COST PERFORMANCE HOSE 13 mm ML ELECTRICAL 5000 06.27 01.25
MCAB110 SINGLE COPPER CABLE # 10 10 000 60.50 06.05 ML
MINT230 2x30 SWITCH C / CARTRIDGES PZA MATERIAL
78.12 1000 78.12 0100 14.49 144.89 MISCELLANEOUS% SUM $ 159.38
MACHINERY UNIT PRICE ITEM No COST PERFORMANCE Q-3000
SAFETY EQUIPMENT (HELMET,
goggles, GLOVES, ETC.) AGM 19/12 0233
52.25 $ 12.19 ADD DIRECT COST 528.09
B-1530 CONCEPT: DATE
SUPPLY UNIT AND PLACEMENT CENTER
LOAD UP TO 20 PADS
HOOK (L MAX. 15 m),
INCLUDES SUPPLIES, HAIR IN PLACE AND CABLE
. PADS NOT INCLUDED. JANUARY 2002 PZA
LABOR UNIT PRICE PERFORMANCE ELEMENT No COST ASSISTANT
O-0425 292.13 2000 584.26 JOR-0800 OR ELECTRICIAN
JOR
3 1308.75 654.38 2000 INTERMEDIATE COMMAND AND TOOL% 1893.01 283.95 0150 $ 2176.97
SUM MATERIAL
No ITEM UNIT COST PRICE PERFORMANCE
MMAN19 ELECTRIC HOSE 19 mm 15 000 30.86 02.06 ML
MCAB110 COPPER SINGLE # 10 ML 45 000 272.23 06.05
MQO14 LOAD CENTER QO-20 L125 c / src. PZA 1000 1374.71 1374.71 1677.80
MATERIAL MISCELLANEOUS% 0100 167.78 $ 1,845.58
SUMA
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
Safety Equipment (Helmet, Goggles
, GLOVES, ETC.) JGO
SUM 41.80 52.25 0800 $ 41.80 DIRECT COST 4064.35
B-1540 CONCEPT: DATE UNIT Electrical fitting
MAY 2002 LABOR OUT
No COST ELEMENT UNIT PRICE PERFORMANCE ASSISTANT
O-0425 0.053 15.38 292.13 JOR
O-0800 0.053 34.44 654.38 JOR ELECTRICIAN
3 INTERMEDIATE COMMAND AND TOOL 0150 7.47% 49.82 $ 57.29 ADD
No ELEMENT MATERIAL UNIT PERFORMANCE COST PRICE AMOUNT $ 0.00
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
SAFETY EQUIPMENT (HELMET,
goggles, gloves, etc..) JGO 1.93 52.25 0037 $ 1.93
SUM DIRECT COST 59.21
B -1501
CONCEPT: DATE
SUPPLY AND INSTALLATION UNIT DE SALIDA
PARA TV o TELEFONO INCLUYE:
RANURADOS. ENTUBADO Y COLOCACION MZO 2004 SALIDA
DE ACCESORIOS
MANO DE OBRA
No ELEMENTO UNIDAD PRECIO RENDIMIENTO COSTO
O-0100 PEON JOR 280.45 0.250 70.11
O-0800 ELECTRICISTA JOR 654.38 0.250 163.59
3 MANDO INTERMEDIO Y HERRAMIENTA % 233.71 0.130 30.38
SUMA $ 264.09
MATERIAL
No ELEMENTO UNIDAD PRECIO RENDIMIENTO COSTO
MMAN13 MANGUERA ELECTRICA DE 13 mm ML 1.25 3.000 3.76
MAPAG APAGADOR MODUS CON TAPA METALICA PZA 24.67 1.000 24.67
MATERIAL DIVERSOS % 28.44 0.100 2.84
SUMA $ 31.28
MAQUINARIA
No ELEMENTO UNIDAD PERFORMANCE COST PRICE
Q-3000 SAFETY EQUIPMENT (HELMET,
goggles, gloves, etc..) AGM 06/13 0250
52.25 $ 13.06 ADD DIRECT COST 308.43
B-1500T10
CONCEPT:
UNIT INSTALLATION DATE LINE ELECTRIC PVC
OF 13/25 mm, includes: Slot. FEB 2007 ML
PLACEMENT, DEBRIS, TOOL AND LABOR
.
LABOR UNIT PRICE PERFORMANCE No COST ELEMENT
O-0100 0.040 22.11 280.45 JOR PEON
O-0800 0.040 26.18 654.38 JOR ELECTRICIAN
3 INTERMEDIATE COMMAND AND TOOL 0130 4.86 37.39% $ 42.25
SUM
MATERIAL UNIT PRICE PERFORMANCE ELEMENT not
SUM COST $ 0.00
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
Safety Equipment (Helmet, Goggles
, GLOVES, ETC.) AGM 09/02 0040 52.25 ADD $ 2.09
DIRECT COST 44.34
B-1500T104
CONCEPT:
UNIT PLACEMENT DATE TYPE THW-LS CABLE CAL.
No 10 to 20, INCLUDING DIRECT BY FEB 2007 ML
LABOR AND MATERIALS REQUIRED
FREIGHT OF WORK, CARRY, WASTE,
LAYOUT, CUT, MAKE AND TEST GUIDED
, WIRED, HAIR, CONNECTING, SOLDER
, Pregnant, CLEANING AND REMOVAL OF SURPLUS
NOT WORK.
LABOR UNIT PRICE PERFORMANCE No COST ELEMENT
O-0100 0.013 3.51 280.45 JOR PEON
O-0800 654.38 0013 08.18 JOR ELECTRICIAN
3 INTERMEDIATE COMMAND AND TOOL 0130 1.52% 11.69 $ 13.20 ADD
MATERIAL UNIT PRICE ITEM No PERFORMANCE FEE AMOUNT $ 0.00
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
Safety Equipment (Helmet, Goggles
, GLOVES, ETC.) JGO
52.25 0.65 0013 $ 0.65 SUM 13.86
DIRECT COST
B- 1500T103
CONCEPT:
UNIT PLACEMENT DATE TYPE THW-LS CABLE CAL.
No 2 to 8, INCLUDING DIRECT BY FEB 2007 ML
LABOR AND MATERIALS REQUIRED
FREIGHT OF WORK, CARRY, WASTE,
LAYOUT, CUT, MAKE AND TEST GUIDED
, WIRED, HAIR, CONNECTING, SOLDER
, TAPE, CLEANING AND REMOVAL OF SURPLUS
NOT WORK. LABOR
No COST ELEMENT UNIT PRICE PERFORMANCE
O-0100 0.017 4.67 280.45 JOR PEON
O-0800 0.017 10.91 654.38 JOR ELECTRICIAN
3 INTERMEDIATE COMMAND AND TOOL% 15.58 02.03 0130 $ 17.61
SUMA
MATERIAL UNIT PRICE ITEM No COST EFFICIENCY ADD $ 0.00
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
SAFETY EQUIPMENT (HELMET,
goggles, gloves, etc..) JGO 0.87 52.25 0017 $ 0.87
SUM DIRECT COST 18.48
B-1532 CONCEPT
DATE
UNIT SUPPLY AND PLACEMENT OF LOAD CENTER
HOOK UP TO 12 PADS INCLUDES FEB 2007 PZA
SUPPLY CABLES IN PLACE AND HAIR OF LABOR
No COST ELEMENT UNIT PRICE PERFORMANCE ASSISTANT
O-0425 292.13 JOR 4.00 1168.53
O-0800 4.00 2617.50 654.38 JOR ELECTRICIAN
3 CONTROL INTERMEDIATE AND TOOL% 3786.03 567.90 0150 $ 4,353.93
SUMA
MATERIAL UNIT PRICE PERFORMANCE ELEMENT not
MQO14 COST LOAD CENTER QO-20 L125 c / src. PZA 1374.71 1374.71 1.00% 1374.71 MISCELLANEOUS MATERIAL
0100 137.47 $ 1,512.19
SUMA
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
Safety Equipment (Helmet, Goggles
, GLOVES, ETC.) JGO
SUM 52.25 52.25 1000 $ 52.25 DIRECT COST 5,918.37
B-1500T01
CONCEPT: DATE
SUPPLY UNIT AND INSTALLATION OF TUBE WALL GALVANIZED CONDUIT
THICK
FEB 2007 ML 13 mm, INCLUDES: TOOL WORKS HAND
, CORTES, JUNK, DEBRIS
AND SAFETY EQUIPMENT. LABOR
No COST ELEMENT UNIT PRICE PERFORMANCE
O-0100 0.017 4.67 280.45 JOR PEON
O-0800 0.017 10.91 654.38 JOR ELECTRICIAN
3 INTERMEDIATE COMMAND AND TOOL 0150 2.34% 15.58 $ 17.92 ADD
MATERIAL UNIT PRICE ITEM No COST EFFICIENCY FG
CONFGGR13 CONDUIT WALL THICK
of 13 mm x 3.00 m 1020 ML 134.20% 136.88
MISCELLANEOUS MATERIAL 0100 13.69 136.88 $ 150.57
SUMA
MACHINERY UNIT PRICE ITEM No COST PERFORMANCE Q-3000
SAFETY EQUIPMENT (HELMET,
goggles, gloves, etc..) JGO 0.87 52.25 0017 $ 0.87
SUM DIRECT COST 169.36
B-1500T02
CONCEPT: DATE
SUPPLY UNIT AND INSTALLATION OF PIPE GALVANIZED CONDUIT
THICK WALL
FEB 2007 ML 19 mm, INCLUDES: TOOL WORKS HAND
, CORTES, JUNK, DEBRIS
AND SAFETY EQUIPMENT. LABOR
No COST ELEMENT UNIT PRICE PERFORMANCE
O-0100 0.020 5.61 280.45 JOR PEON
O-0800 0.020 09.13 654.38 JOR ELECTRICIAN
3 INTERMEDIATE COMMAND AND TOOL 0150 2.80% 18.70
ADD $ 21.50
MATERIAL UNIT PRICE PERFORMANCE No COST ELEMENT
CONFGGR19
WALL CONDUIT FG thickness of 19 mm x 3.00 m
ML 149.60 1020 152.59 0100 152.59 MATERIAL MISCELLANEOUS 15.26% SUM $ 167.85
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
Safety Equipment (Helmet, Goggles
, GLOVES, ETC.) AGM 05/01 0020 52.25 ADD $ 1.05
DIRECT COST 190.40
B-1500T03
CONCEPT: DATE
SUPPLY UNIT AND INSTALLATION OF PIPE CONDUIT
THICK WALL GALVANIZED FEB 2007 ML 25 mm
INCLUDES: TOOL
LABOR, COURTS, JUNK, DEBRIS
AND SAFETY EQUIPMENT. LABOR
No COST ELEMENT UNIT PRICE PERFORMANCE
O-0100 0.025 01.07 280.45 JOR PEON
O-0800 0.025 16.36 654.38 JOR ELECTRICIAN
3 INTERMEDIATE COMMAND AND TOOL 0150 3.51% 23.37 $ 26.88 ADD
MATERIAL UNIT PRICE ITEM No COST EFFICIENCY FG
CONFGGR25 CONDUIT WALL THICK
of 25 mm x 3.00 m 1020 ML 165.00% 168.30
MISCELLANEOUS MATERIAL 0100 16.83 168.30 $ 185.13
SUMA
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
SAFETY EQUIPMENT (HELMET
GOGLES, GUANTES, ETC.) JGO 52.25 0.025 1.31
SUMA $ 1.31
COSTO DIRECTO 213.31
B-1533
CONCEPTO: FECHA UNIDAD
SUMINISTRO Y COLOCACION DE CENTRO DE CARGA
DE 2 a 8 PASTILLAS TERMOMAGNETICAS. FEB 2007 PZA
SUMINISTRO, COLOCADO Y PEINADO DE CABLES
MANO DE OBRA
No ELEMENTO UNIDAD PRECIO RENDIMIENTO COSTO
O-0425 AYUDANTE JOR 292.13 0.333 97.38
O-0800 ELECTRICISTA JOR 654.38 0.333 218.13
3 MANDO INTERMEDIO Y HERRAMIENTA % 315.50 0.150 47.33
SUMA $ 362.83
MATERIAL
No ELEMENTO UNIDAD PRECIO RENDIMIENTO COSTO
MQO14 CENTRO DE CARGA QO-20 L125 c / src. PZA 1374.71 1374.71 1.00% 1374.71 MISCELLANEOUS MATERIAL
0100 137.47 $ 1,512.19
SUMA
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
Safety Equipment (Helmet, Goggles
, GLOVES, ETC.) JGO
SUM 17.42 52.25 0333 $ 17.42 DIRECT COST 1,892.43
B-1539 CONCEPT: DATE UNIT FLUORESCENT LIGHT FITTING
ANY CAPACITY, INCLUDING
BALLAST PLACEMENT AND CABINET FEB 2007 PZA
LABOR UNIT PRICE ITEM No
O-COST PERFORMANCE ASSISTANT 0425 53.11 0182 292.13 JOR ELECTRICIAN
O-0800 654.38 0182 118.98 JOR
3 INTERMEDIATE COMMAND AND TOOL% 0130 22.37 172.09 $ 194.46
SUMA
MATERIAL UNIT PRICE PERFORMANCE ELEMENT not
SUM COST $ 0.00
MACHINERY UNIT PRICE ITEM No COST PERFORMANCE TEAM
Q-3000 SECURITY (HULL,
goggles, gloves, etc..) JGO
SUM 52.25 9.50 0182 $ 9.50 203.96
DIRECT COST B-1500T800
CONCEPT: DATE UNIT DEVELOPMENT AND PLACEMENT
LAND SYSTEM BASED ROD Copperweld
OF 5 / 8 "BIT PLACED 3"
A 3.00 m deep, filled with
CHEMICAL ENHANCER (GEM), INCLUDES
GROUND WIRE CONNECTION. DOES NOT INCLUDE EXCAVATION
FEB 2007 PZA
LABOR UNIT PRICE PERFORMANCE ELEMENT No COST ASSISTANT
O-0425 0.222 64.92 292.13 JOR
O-0800 654.38 0222 145.42 JOR ELECTRICIAN
O-0100 0.222 62.32 280.45 JOR PEON
3 INTERMEDIATE COMMAND AND TOOL% 0130 35.45 272.66 $ 308.10
SUMA
MATERIAL UNIT PRICE PERFORMANCE ELEMENT not
SUM COST $ 0.00
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
SAFETY EQUIPMENT (HELMET,
Goggles, gloves, ETC.) JGO
SUM 11.61 52.25 0222 $ 11.61 319.71
DIRECT COST B-1500T801
CONCEPT:
DATE PROCESSING UNIT AND INSTALLATION OF HORIZONTAL GROUND
SYSTEM BASED ON COPPER TAPE PLACED
DITCH 20 '
(6.10 m) long, covered with GEM ENHANCER
25-A,
INCLUDES CONDUCTOR GROUND CONNECTIONS. DOES NOT INCLUDE EXCAVATION
FEB 2007 PZA
LABOR UNIT PRICE PERFORMANCE ELEMENT No COST ASSISTANT
O-0425 0.250 73.03 292.13 JOR
O-0800 654.38 0250 163.59 JOR ELECTRICIAN
O-0100 0.250 70.11 280.45 JOR PEON
INTERMEDIATE COMMAND AND TOOL 3 306.74 0.130 39.88% $ 346.61
SUM MATERIAL
No COST ELEMENT PERFORMANCE UNIT PRICE AMOUNT $ 0.00
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
SAFETY EQUIPMENT (HELMET,
Goggles, gloves , ETC.) AGM 06/13 0250
52.25 $ 13.06 ADD DIRECT COST 359.68
B-1500 CONCEPT: DATE LOCATION AND TEST UNIT
electrical output,
includes: Slot, tubing,
GUIDE WIRE GALVANIZED, CABLE LAYING
CAL 12/18 ,
FITTING ACCESSORIES AND COVER, LABOR,
TOOL AND SAFETY EQUIPMENT. April 2007 OUT LABOR
No COST ELEMENT UNIT PRICE PERFORMANCE
O-0100 280.45 0435 121.93 JOR PEON
O-0800 654.38 0435 284.51 JOR ELECTRICIAN
3 INTERMEDIATE COMMAND AND TOOL% 406.44 52.84 0130 MAXIMUM PRICE
piece SUM 246.33 $ 459.28
MATERIAL UNIT PRICE PERFORMANCE ELEMENT not
MMAN13 COST ELECTRIC HOSE 13 mm ML 3000 3.76 1.25
MCAB112 COPPER CABLE SINGLE # 12 ML 8000 3.81 30.47
MAPAG MODUS DAMPER WITH METAL LID 1000 24.67 24.67 PZA
MCON CONTACT MODUS WITH METAL LID 0333 02.08 05.24 PZA MISCELLANEOUS MATERIAL
0050 459.28 22.96% $ 89.89
SUMA
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
Safety Equipment (Helmet, Goggles
, GLOVES, ETC.) AGM 0304 52.25 15.90 SUMA
DIRECT COST $ 15.90
565.07
B-1510
CONCEPT: DATE
WIRING UNIT FOR AIR CONDITIONING,
INCLUDES SUPPLIES, GROOVED. Tubing, JANUARY 2002
OUTPUT WIRING ACCESSORIES AND PLACEMENT OF LABOR
No COST ELEMENT UNIT PRICE PERFORMANCE ASSISTANT
O-0425 292.13 1000 292.13 JOR
O-0800 654.38 1000 654.38 JOR ELECTRICIAN
3 INTERMEDIATE COMMAND AND TOOL% 0130 123.05 946.51 SUM $ 1,069.55
MATERIAL UNIT PRICE PERFORMANCE ELEMENT not
MMAN13 COST ELECTRIC HOSE 13 mm 15 000 18.81 01.25 ML-2020 M
THW WIRE GAUGE # 10 ML 45 000 190.08 04.22
Marraco
AIR CONDITIONING STARTER PZA 1000 27.50 27.50
MCONAC
AIR CONDITIONING CONTACT PZA MATERIAL
35.20 1000 35.20 0200 54.32 271.59 MISCELLANEOUS% SUM $ 325.91
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
SAFETY EQUIPMENT (HELMET,
Goggles, gloves, ETC.) AGM 0700 52.25 36.58 $ 36.58
SUM 1,432.04 DIRECT COST
B-1520 CONCEPT: DATE UNIT SWITCH WIRING
INCLUDES SUPPLIES, GROOVED. Tubing, JANUARY 2002
OUTPUT WIRING ACCESSORIES AND PLACEMENT OF LABOR
No COST ELEMENT UNIT PRICE PERFORMANCE ASSISTANT
O-0425 0.333 97.38 292.13 JOR
O-0800 654.38 0333 218.13 JOR ELECTRICIAN
3 INTERMEDIATE COMMAND AND TOOL% 0130 41.02 315.50 ADD $ 356.52
MATERIAL UNIT PRICE ITEM No
MMAN13 COST PERFORMANCE HOSE 13 mm ML ELECTRICAL 5000 06.27 01.25
MCAB110 SINGLE COPPER CABLE # 10 10 000 60.50 06.05 ML
MINT230 2x30 SWITCH C / CARTRIDGES PZA MATERIAL
78.12 1000 78.12 0100 14.49 144.89 MISCELLANEOUS% SUM $ 159.38
MACHINERY UNIT PRICE ITEM No COST PERFORMANCE Q-3000
SAFETY EQUIPMENT (HELMET,
goggles, GLOVES, ETC.) AGM 19/12 0233
52.25 $ 12.19 ADD DIRECT COST 528.09
B-1530 CONCEPT: DATE
SUPPLY UNIT AND PLACEMENT CENTER
LOAD UP TO 20 PADS
HOOK (L MAX. 15 m),
INCLUDES SUPPLIES, HAIR IN PLACE AND CABLE
. PADS NOT INCLUDED. JANUARY 2002 PZA
LABOR UNIT PRICE PERFORMANCE ELEMENT No COST ASSISTANT
O-0425 292.13 2000 584.26 JOR-0800 OR ELECTRICIAN
JOR
3 1308.75 654.38 2000 INTERMEDIATE COMMAND AND TOOL% 1893.01 283.95 0150 $ 2176.97
SUM MATERIAL
No ITEM UNIT COST PRICE PERFORMANCE
MMAN19 ELECTRIC HOSE 19 mm 15 000 30.86 02.06 ML
MCAB110 COPPER SINGLE # 10 ML 45 000 272.23 06.05
MQO14 LOAD CENTER QO-20 L125 c / src. PZA 1000 1374.71 1374.71 1677.80
MATERIAL MISCELLANEOUS% 0100 167.78 $ 1,845.58
SUMA
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
Safety Equipment (Helmet, Goggles
, GLOVES, ETC.) JGO
SUM 41.80 52.25 0800 $ 41.80 DIRECT COST 4064.35
B-1540 CONCEPT: DATE UNIT Electrical fitting
MAY 2002 LABOR OUT
No COST ELEMENT UNIT PRICE PERFORMANCE ASSISTANT
O-0425 0.053 15.38 292.13 JOR
O-0800 0.053 34.44 654.38 JOR ELECTRICIAN
3 INTERMEDIATE COMMAND AND TOOL 0150 7.47% 49.82 $ 57.29 ADD
No ELEMENT MATERIAL UNIT PERFORMANCE COST PRICE AMOUNT $ 0.00
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
SAFETY EQUIPMENT (HELMET,
goggles, gloves, etc..) JGO 1.93 52.25 0037 $ 1.93
SUM DIRECT COST 59.21
B -1501
CONCEPT: DATE
SUPPLY AND INSTALLATION UNIT DE SALIDA
PARA TV o TELEFONO INCLUYE:
RANURADOS. ENTUBADO Y COLOCACION MZO 2004 SALIDA
DE ACCESORIOS
MANO DE OBRA
No ELEMENTO UNIDAD PRECIO RENDIMIENTO COSTO
O-0100 PEON JOR 280.45 0.250 70.11
O-0800 ELECTRICISTA JOR 654.38 0.250 163.59
3 MANDO INTERMEDIO Y HERRAMIENTA % 233.71 0.130 30.38
SUMA $ 264.09
MATERIAL
No ELEMENTO UNIDAD PRECIO RENDIMIENTO COSTO
MMAN13 MANGUERA ELECTRICA DE 13 mm ML 1.25 3.000 3.76
MAPAG APAGADOR MODUS CON TAPA METALICA PZA 24.67 1.000 24.67
MATERIAL DIVERSOS % 28.44 0.100 2.84
SUMA $ 31.28
MAQUINARIA
No ELEMENTO UNIDAD PERFORMANCE COST PRICE
Q-3000 SAFETY EQUIPMENT (HELMET,
goggles, gloves, etc..) AGM 06/13 0250
52.25 $ 13.06 ADD DIRECT COST 308.43
B-1500T10
CONCEPT:
UNIT INSTALLATION DATE LINE ELECTRIC PVC
OF 13/25 mm, includes: Slot. FEB 2007 ML
PLACEMENT, DEBRIS, TOOL AND LABOR
.
LABOR UNIT PRICE PERFORMANCE No COST ELEMENT
O-0100 0.040 22.11 280.45 JOR PEON
O-0800 0.040 26.18 654.38 JOR ELECTRICIAN
3 INTERMEDIATE COMMAND AND TOOL 0130 4.86 37.39% $ 42.25
SUM
MATERIAL UNIT PRICE PERFORMANCE ELEMENT not
SUM COST $ 0.00
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
Safety Equipment (Helmet, Goggles
, GLOVES, ETC.) AGM 09/02 0040 52.25 ADD $ 2.09
DIRECT COST 44.34
B-1500T104
CONCEPT:
UNIT PLACEMENT DATE TYPE THW-LS CABLE CAL.
No 10 to 20, INCLUDING DIRECT BY FEB 2007 ML
LABOR AND MATERIALS REQUIRED
FREIGHT OF WORK, CARRY, WASTE,
LAYOUT, CUT, MAKE AND TEST GUIDED
, WIRED, HAIR, CONNECTING, SOLDER
, Pregnant, CLEANING AND REMOVAL OF SURPLUS
NOT WORK.
LABOR UNIT PRICE PERFORMANCE No COST ELEMENT
O-0100 0.013 3.51 280.45 JOR PEON
O-0800 654.38 0013 08.18 JOR ELECTRICIAN
3 INTERMEDIATE COMMAND AND TOOL 0130 1.52% 11.69 $ 13.20 ADD
MATERIAL UNIT PRICE ITEM No PERFORMANCE FEE AMOUNT $ 0.00
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
Safety Equipment (Helmet, Goggles
, GLOVES, ETC.) JGO
52.25 0.65 0013 $ 0.65 SUM 13.86
DIRECT COST
B- 1500T103
CONCEPT:
UNIT PLACEMENT DATE TYPE THW-LS CABLE CAL.
No 2 to 8, INCLUDING DIRECT BY FEB 2007 ML
LABOR AND MATERIALS REQUIRED
FREIGHT OF WORK, CARRY, WASTE,
LAYOUT, CUT, MAKE AND TEST GUIDED
, WIRED, HAIR, CONNECTING, SOLDER
, TAPE, CLEANING AND REMOVAL OF SURPLUS
NOT WORK. LABOR
No COST ELEMENT UNIT PRICE PERFORMANCE
O-0100 0.017 4.67 280.45 JOR PEON
O-0800 0.017 10.91 654.38 JOR ELECTRICIAN
3 INTERMEDIATE COMMAND AND TOOL% 15.58 02.03 0130 $ 17.61
SUMA
MATERIAL UNIT PRICE ITEM No COST EFFICIENCY ADD $ 0.00
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
SAFETY EQUIPMENT (HELMET,
goggles, gloves, etc..) JGO 0.87 52.25 0017 $ 0.87
SUM DIRECT COST 18.48
B-1532 CONCEPT
DATE
UNIT SUPPLY AND PLACEMENT OF LOAD CENTER
HOOK UP TO 12 PADS INCLUDES FEB 2007 PZA
SUPPLY CABLES IN PLACE AND HAIR OF LABOR
No COST ELEMENT UNIT PRICE PERFORMANCE ASSISTANT
O-0425 292.13 JOR 4.00 1168.53
O-0800 4.00 2617.50 654.38 JOR ELECTRICIAN
3 CONTROL INTERMEDIATE AND TOOL% 3786.03 567.90 0150 $ 4,353.93
SUMA
MATERIAL UNIT PRICE PERFORMANCE ELEMENT not
MQO14 COST LOAD CENTER QO-20 L125 c / src. PZA 1374.71 1374.71 1.00% 1374.71 MISCELLANEOUS MATERIAL
0100 137.47 $ 1,512.19
SUMA
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
Safety Equipment (Helmet, Goggles
, GLOVES, ETC.) JGO
SUM 52.25 52.25 1000 $ 52.25 DIRECT COST 5,918.37
B-1500T01
CONCEPT: DATE
SUPPLY UNIT AND INSTALLATION OF TUBE WALL GALVANIZED CONDUIT
THICK
FEB 2007 ML 13 mm, INCLUDES: TOOL WORKS HAND
, CORTES, JUNK, DEBRIS
AND SAFETY EQUIPMENT. LABOR
No COST ELEMENT UNIT PRICE PERFORMANCE
O-0100 0.017 4.67 280.45 JOR PEON
O-0800 0.017 10.91 654.38 JOR ELECTRICIAN
3 INTERMEDIATE COMMAND AND TOOL 0150 2.34% 15.58 $ 17.92 ADD
MATERIAL UNIT PRICE ITEM No COST EFFICIENCY FG
CONFGGR13 CONDUIT WALL THICK
of 13 mm x 3.00 m 1020 ML 134.20% 136.88
MISCELLANEOUS MATERIAL 0100 13.69 136.88 $ 150.57
SUMA
MACHINERY UNIT PRICE ITEM No COST PERFORMANCE Q-3000
SAFETY EQUIPMENT (HELMET,
goggles, gloves, etc..) JGO 0.87 52.25 0017 $ 0.87
SUM DIRECT COST 169.36
B-1500T02
CONCEPT: DATE
SUPPLY UNIT AND INSTALLATION OF PIPE GALVANIZED CONDUIT
THICK WALL
FEB 2007 ML 19 mm, INCLUDES: TOOL WORKS HAND
, CORTES, JUNK, DEBRIS
AND SAFETY EQUIPMENT. LABOR
No COST ELEMENT UNIT PRICE PERFORMANCE
O-0100 0.020 5.61 280.45 JOR PEON
O-0800 0.020 09.13 654.38 JOR ELECTRICIAN
3 INTERMEDIATE COMMAND AND TOOL 0150 2.80% 18.70
ADD $ 21.50
MATERIAL UNIT PRICE PERFORMANCE No COST ELEMENT
CONFGGR19
WALL CONDUIT FG thickness of 19 mm x 3.00 m
ML 149.60 1020 152.59 0100 152.59 MATERIAL MISCELLANEOUS 15.26% SUM $ 167.85
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
Safety Equipment (Helmet, Goggles
, GLOVES, ETC.) AGM 05/01 0020 52.25 ADD $ 1.05
DIRECT COST 190.40
B-1500T03
CONCEPT: DATE
SUPPLY UNIT AND INSTALLATION OF PIPE CONDUIT
THICK WALL GALVANIZED FEB 2007 ML 25 mm
INCLUDES: TOOL
LABOR, COURTS, JUNK, DEBRIS
AND SAFETY EQUIPMENT. LABOR
No COST ELEMENT UNIT PRICE PERFORMANCE
O-0100 0.025 01.07 280.45 JOR PEON
O-0800 0.025 16.36 654.38 JOR ELECTRICIAN
3 INTERMEDIATE COMMAND AND TOOL 0150 3.51% 23.37 $ 26.88 ADD
MATERIAL UNIT PRICE ITEM No COST EFFICIENCY FG
CONFGGR25 CONDUIT WALL THICK
of 25 mm x 3.00 m 1020 ML 165.00% 168.30
MISCELLANEOUS MATERIAL 0100 16.83 168.30 $ 185.13
SUMA
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
SAFETY EQUIPMENT (HELMET
GOGLES, GUANTES, ETC.) JGO 52.25 0.025 1.31
SUMA $ 1.31
COSTO DIRECTO 213.31
B-1533
CONCEPTO: FECHA UNIDAD
SUMINISTRO Y COLOCACION DE CENTRO DE CARGA
DE 2 a 8 PASTILLAS TERMOMAGNETICAS. FEB 2007 PZA
SUMINISTRO, COLOCADO Y PEINADO DE CABLES
MANO DE OBRA
No ELEMENTO UNIDAD PRECIO RENDIMIENTO COSTO
O-0425 AYUDANTE JOR 292.13 0.333 97.38
O-0800 ELECTRICISTA JOR 654.38 0.333 218.13
3 MANDO INTERMEDIO Y HERRAMIENTA % 315.50 0.150 47.33
SUMA $ 362.83
MATERIAL
No ELEMENTO UNIDAD PRECIO RENDIMIENTO COSTO
MQO14 CENTRO DE CARGA QO-20 L125 c / src. PZA 1374.71 1374.71 1.00% 1374.71 MISCELLANEOUS MATERIAL
0100 137.47 $ 1,512.19
SUMA
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
Safety Equipment (Helmet, Goggles
, GLOVES, ETC.) JGO
SUM 17.42 52.25 0333 $ 17.42 DIRECT COST 1,892.43
B-1539 CONCEPT: DATE UNIT FLUORESCENT LIGHT FITTING
ANY CAPACITY, INCLUDING
BALLAST PLACEMENT AND CABINET FEB 2007 PZA
LABOR UNIT PRICE ITEM No
O-COST PERFORMANCE ASSISTANT 0425 53.11 0182 292.13 JOR ELECTRICIAN
O-0800 654.38 0182 118.98 JOR
3 INTERMEDIATE COMMAND AND TOOL% 0130 22.37 172.09 $ 194.46
SUMA
MATERIAL UNIT PRICE PERFORMANCE ELEMENT not
SUM COST $ 0.00
MACHINERY UNIT PRICE ITEM No COST PERFORMANCE TEAM
Q-3000 SECURITY (HULL,
goggles, gloves, etc..) JGO
SUM 52.25 9.50 0182 $ 9.50 203.96
DIRECT COST B-1500T800
CONCEPT: DATE UNIT DEVELOPMENT AND PLACEMENT
LAND SYSTEM BASED ROD Copperweld
OF 5 / 8 "BIT PLACED 3"
A 3.00 m deep, filled with
CHEMICAL ENHANCER (GEM), INCLUDES
GROUND WIRE CONNECTION. DOES NOT INCLUDE EXCAVATION
FEB 2007 PZA
LABOR UNIT PRICE PERFORMANCE ELEMENT No COST ASSISTANT
O-0425 0.222 64.92 292.13 JOR
O-0800 654.38 0222 145.42 JOR ELECTRICIAN
O-0100 0.222 62.32 280.45 JOR PEON
3 INTERMEDIATE COMMAND AND TOOL% 0130 35.45 272.66 $ 308.10
SUMA
MATERIAL UNIT PRICE PERFORMANCE ELEMENT not
SUM COST $ 0.00
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
SAFETY EQUIPMENT (HELMET,
Goggles, gloves, ETC.) JGO
SUM 11.61 52.25 0222 $ 11.61 319.71
DIRECT COST B-1500T801
CONCEPT:
DATE PROCESSING UNIT AND INSTALLATION OF HORIZONTAL GROUND
SYSTEM BASED ON COPPER TAPE PLACED
DITCH 20 '
(6.10 m) long, covered with GEM ENHANCER
25-A,
INCLUDES CONDUCTOR GROUND CONNECTIONS. DOES NOT INCLUDE EXCAVATION
FEB 2007 PZA
LABOR UNIT PRICE PERFORMANCE ELEMENT No COST ASSISTANT
O-0425 0.250 73.03 292.13 JOR
O-0800 654.38 0250 163.59 JOR ELECTRICIAN
O-0100 0.250 70.11 280.45 JOR PEON
INTERMEDIATE COMMAND AND TOOL 3 306.74 0.130 39.88% $ 346.61
SUM MATERIAL
No COST ELEMENT PERFORMANCE UNIT PRICE AMOUNT $ 0.00
MACHINERY UNIT PRICE PERFORMANCE No COST ELEMENT Q-3000
SAFETY EQUIPMENT (HELMET,
Goggles, gloves , ETC.) AGM 06/13 0250
52.25 $ 13.06 ADD DIRECT COST 359.68
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