Construction Residence

TECHNICAL FILE
REGULATED
Norma G 020

BELTRÁN CABRERA / CASTILLO CISNEROS / HUARANGA CÉSPEDES / OLIVA MELÉNDEZ / VASQUEZ DANJANOVIC
 DESCRIPTIVE MEMORY
STUDY CONSTRUCTION OF A TWO-STOREY HOUSE WITH ROOFTOP
STAGE : DEFINED PROJECT
OWNER Miriam Vásquez Ramos and husband
LOCATION : URB. LOS MANGOS, CHICLAYO
AREAS : Land Area: 144.30m².
First Floor Area: 69.50m²
74.80m²
PROPERTY : REGISTERED IN THE URBAN PROPERTY REGISTRY N°
DATE Chiclayo, July 2009

BACKGROUND:
The present project to be built has arisen as a necessity for the owner to meet their
housing, comfort, and security needs for him and his family
LOCATION
The land where the house to be built is projected is located in Block "C" Lot 265 Los Mangos of
the city of Chiclayo, province of Chiclayo, department of Lambayeque
BORDERS AND MEASURES

From the front It borders Jirón Neptuno, with a length of 8.50 m.

To the right Entering, in a straight line with lot No. 07, with a length of 17.50m.
On the left Entering, in a straight line with Av. Sauces street, with a length of 17.50m.
• Through the background it borders on lot No. 13, with a length of 8.00m
PERIMETERS AND AREAS
OF THE LAND
total of 144.30m².
OF THE BUILDING

Area to be built on the first floor 69.50 m²

Area to be built on the second floor 67.75 m²
Area to be built rooftop 28.00 m²

BELTRÁN CABRERA / CASTILLO CISNEROS/ HUARANGA CÉSPEDES/ OLIVA MELÉNDEZ /VASQUEZ DANJANOVIC
 DESCRIPTION OF THE BUILDING
FIRST FLOOR
ROOM
DINING ROOM
A CARPORT
•UN HH
A STUDY
A staircase that leads to the second level
A HALL
TERRACE
GARDEN
SECOND LEVEL
A ROOM - STAR
A TERRACE
THREE BEDROOMS
TWO BATHS
A HALL
A staircase that leads from the second floor to the roof.
ROOF TERRACE.

A maid's room
A DEPOSIT
TENT + LAUNDRY
A BATHROOM

CONCLUSIONS AND RECOMMENDATIONS

The established areas and the various changes were made with the consent and involvement of the client, adapting the
project to your needs and future purposes.

BELTRÁN CABRERA / CASTILLO CISNEROS/ HUARANGA CÉSPEDES/ OLIVA MELÉNDEZ /VASQUEZ DANJANOVIC
 TECHNICAL ARCHITECTURE SPECIFICATIONS

09:00:00.00 Masonry Walls and Partitions 18.00.00.00 WOODWORKING

09.01.02.01 ROPE WALL WITH RUNNING BRICK 19.00.00.00 METALWORKING

02.01.02.03 SINGING WALL WITH COMMON BRICK
20.00.00.00 LOCKSMITHING
10.00.00.00 PLASTERED COATINGS AND MOULDINGS 20.01.00.00 ALUMINIZED HINGES

10.01.00.00 PRIMARY STRIPED PUTTY, Mix 1:5 21:00:00 TOUGHENED GLASS AND SIMILAR
10.02.00.00 PLASTERING ON INTERIOR WALLS MIX 1:5
10.03.00.00 PLASTERING ON EXTERIOR WALLS MIXTURE 1:5 22.00.00.00 PAINTING
10.05.00.00 COLUMN PLUMBING MIX 1:5
10.06.00.00 RENDERING ON BEAMS, MIX 1:5 24.00.00.00 SANITARY APPLIANCES AND ACCESSORIES
10.08.00.00 WATERPROOFING DETAILING 24.01.00.00 INODOROUS
10.11.00.00 SPILL DRESSING, MIXTURE 1:5 24.02.00.00 WASHBASINS
24.09.00.00 SHOWERS
11:00:00 Skylights 24.11.00.00 SOAP DISHES
11.03.00.00 CEILING, MIX 1:5 24.12.00.00 TOWEL RAILS
DRESSING ROOMS IN STAIRWELL 24.23.00.00 BASKETS
24.20.00.00 INSTALLATION OF SANITARY APPLIANCES
FLOORS AND PAVEMENTS
12.01.00.00 5 CM SUBFLOOR
12.01.01.00 COLOR CERAMIC TILE 30X30 CM
12.02.00.00 VENETIAN TILE COLOR
12.05.00.00 MAYOLICA FLOOR
12.09.00.00 FLAT LAJA AREQUIPEÑA CLEAR
12.10.00.00 CONCRETE FLOOR
12.12.00.00 PARQUET FLOOR
TECHNICAL SPECIFICATIONS OF TECHNICAL SPECIFICATIONS OF
ELECTRICAL INSTALLATIONS SANITARY

25.00.00 DRAINAGE NETWORK

Interior Installations
COMMUNICATION SYSTEMS. 25.01.00 DRAINAGE NETWORK INSTALLATIONS
POWER SUPPLY NETWORK TO
GENERAL BOARD • SINKS
CODE AND REGULATIONS • VENTILATION
TESTS • REGISTRATION BOXES
Ducts • HYDRAULIC TEST OF THE PIPE
BOXES • PIPES
ELECTRIC CONDUCTORS. • TRENCH DIGGING
Switches • CONSTRUCTION PROCEDURE
OUTLET. • MEASUREMENT METHOD
LUMINARIES
GENERAL DISTRIBUTION BOARD
GROUNDING SYSTEM
 TECHNICAL SPECIFICATIONS OF STRUCTURES

05.00.00.00 REINFORCED CONCRETE WORKS

01.00.00.00 TEMPORARY WORKS 05.02.00.00 SPATS
05.02.01.00 Concrete f'c = 175 kg/cm2
02:00:00:00 PRELIMINARY WORKS 05.02.02.00 Formwork and Stripping of Footings
02.01.00.00 LAND CLEANING 05.02.02.03Steel
02.07.00.00 LEVELING AND RELOCATION TRACE 05.03.00.00 FOUNDATION BEAMS
02.07.02.00 Leveling and Compaction 05.03.01.00 Concrete f'c = 210 kg/cm2
05.03.02.00 Formwork and Deformwork
05.03.03.00Steel
03.00.00.00 EARTH MOVEMENTS
05.07.00.00COLUMNS
03.02.00.00 EXCAVATIONS 05.07.01.00 Concrete of f'c = 210 kg/cm2
03.02.02.01 Excavation of trenches for footings 05.07.02.00 Formwork and Stripping
03.02.02.02 Excavation of trenches for foundations 05.07.03.00 Steel
03.04.00.00 FILLINGS 05.08.00.00BEAMS
03.04.01.00 Filling with own material Concrete f'c= 210 kg/cm2
03.04.02.00 Filling with loan material 05.08.02.00 Formwork and Stripping
03.05.00.00 REMOVAL OF EXCESS MATERIAL 05.08.03.00 Steel
05.09.02.00LIGHTENED SLAB
05.09.02.01 Concrete f'c = 210 kg/cm2
04.00.00.00 SIMPLE CONCRETE WORKS
05.09.02.02Formwork and Stripping
RUNNING FOUNDATIONS 1:10 + 30% PG 05.09.02.03Steel
04.07.00.00 OVERLAYS 1:8 + 25% PM 05.10.00.00STAIRS
04.07.01.00 Concrete for Overlifting 05.10.01.00ConcreteF’c=210 kg/cm2
04.07.02.00 Formwork for Overpouring 05.10.02.00 Formwork and Deformwork
05.10.03.00Steel
05.11.00.00SPECIAL STRUCTURES
05.11.02.00TANK
05.11.02.01 Concrete for Cistern f'c = 210 kg/cm2
05.11.02.02 Formwork and Stripping
05.11.02.03 Steel
METERS

COMMON CLAY BRICK WALL ROPE

UNITS LENGTH AMOUNT WIDTH HEIGHT PARTIAL

AXIS B-B M2 1.00 1.80 2.83 5.09
M2 2.00 0.60 2.83 3.40

M = Length x width x height

FIRST FLOOR

BELTRÁN CABRERA / CASTILLO CISNEROS / HUARANGA CÉSPEDES / OLIVA MELÉNDEZ / VASQUEZ DANJANOVIC
DETAILED BUDGET

Budget
Place LAMBAYEQUE - CHICLAYO - CHICLAYO

Item Description And. Measurement Price S/ Partial S/

01.01.04.01 DEMOLITION OF MASONRY WALLS m2 36.61 9.24 338.28

01.01.04.04 Debris Removal m3 11:30 22.80 257.64

01.01.04.05 DEMOLITION REMOVAL m3 11:30 15.82 178.77

01.01.06.01 REPLANTING DURING THE PROCESS m2 167.52 2.47 413.77

02.01.01.01 MASSIVE EXCAVATION WITH MACHINERY m3 85.34 16.18 1,380.80

02.03.01.01 CONCRETE IN FOUNDATION SLABS F'C=210 KG/CM2 m3 24.54 353.96 8,686.18

02.03.01.02 STEEL IN FOUNDATION SLAB F'Y=4200 KG/CM2 kg 976.29 4.13 4,032.08

02.03.04.01 CONCRETE IN COLUMNS F'C=210 KG/CM2 m3 28.72 386.57 11,102.29

02.03.04.02 NORMAL FORMWORK AND DEFORMWORK IN COLUMNS

m2 198.58 46.02 9,138.65

02.03.04.03 STEEL IN COLUMNS F'Y=4200 KG/CM2 kg 1,867.18 4.13 7,711.45

UNIT COST ANALYSIS ARCHITECTURE

PROJECT :
LOCATION:
DATE:
SPECIALTY: ARCHITECTURE

QUANTITY = CREW*SHIFTS/YIELD
MATCH: EXTERIOR PLASTERING
No:
PERFORMANCE 3:00 PM M2/DAY
JOURNEY: 8:00 H/DAY

COST PER M2: 19.65

DESCRIPTION UNIT SQUAD QUANTITY PRICE PARTIAL

LABOR
foreman HH 0.1000 0.0530 21.48 1.14
OPERATOR HH 1.0000 0.5330 18.36 9.79
PEON HH 0.5000 0.2670 13.84 3.70
14.62
MATERIALS
3" NAILS KG 0.0220 5.03 0.11
FINA ARENA M3 0.0250 43.22 1.08
WATER M3 0.0060 5.00 0.03
PORTLAND CEMENT TYPE I (42.5KG) BLS 0.1500 14.80 2.22
WOODEN RULE MLL 0.0250 6.50 0.16
LONG SCREW WOOD P2 0.2010 4.90 0.98
4.59
TOOLS
HAND TOOLS 3% MO 5.0000 14.63 0.44
0.44

BELTRÁN CABRERA / CASTILLO CISNEROS/ HUARANGA CÉSPEDES/ OLIVA MELÉNDEZ /VASQUEZ DANJANOVIC
 Progress Schedule

WORK EXECUTION SCHEDULE

Work: EDUCATIONAL CENTER

Localidad
Time: 06 Months

ITEM DESCRIPTION TOTAL 1 MTH / % 2 MONTHS / % 3 MONTHS / % 4 MONTHS / % 5 MONTHS / % 6 MONTHS / % TOTAL / %

PROVISIONAL WORKS, PRELIMINARY WORKS, 5.56% 19.47% 22.39% 29.58% 12.32% 10.68% 100.00%
01 SAFETY AND HEALTH
7,928.15

6.89% 15.40% 27.78% 33.68% 16.25% 100.00%

02 STRUCTURES 80,264.03

03 ARCHITECTURE 149,301.23 15.26% 32.56% 24.15% 17.00% 11.03% 100.00%

04 SANITARY INSTALLATIONS 18,639.63 10.00% 15.00% 56.12% 18.88% 100.00%

20.00% 25.00% 30.00% 14.65% 10.35% 100.00%

05 ELECTRICAL INSTALLATIONS 17,331.98

% monthly progress 2.18% 14.68% 28.85% 26.85% 18.51% 8.93% 100.00%

% accumulated progress 2.18% 16.86% 45.71% 72.56% 91.07% 100.00%
 VALUED SCHEDULE
VALUED WORK SCHEDULE
Work:
EDUCATIONAL CENTER

Location:
Time: 06 Months

ITEM DESCRIPTION TOTAL 1 month / % 2 MONTHS / % 3 MONTHS / % 4 MONTHS / % 5 MTH / % 6 MONTHS / % TOTAL / %

5.56% 19.47% 22.39% 29.58% 12.32% 10.68%

TEMPORARY WORKS, PRELIMINARY WORKS,
01
SECURITY AND HEALTH 7,928.15
440.81 1,543.61 1,775.11 2,345.15 976.75 846.73 7,928.15
6.89% 15.40% 27.78% 33.68% 14.02% 2.23% 100.00%
02 STRUCTURES
80,264.03
5,530.19 12,360.66 22,297.35 27,032.93 11,253.02 1,789.89 80,264.03
15.26% 32.56% 24.15% 17.00% 11.03% 100.00%
03 ARCHITECTURE
149,301.23
22,783.37 48,612.48 36,056.25 25,381.21 16,467.93 149,301.23
10.00% 15.00% 56.12% 18.88% 100.00%
04 SANITARY INSTALLATIONS
18,639.63
1,863.96 2,795.94 10,460.56 3,519.16 18,639.63
20.00% 25.00% 30.00% 14.65% 10.35% 100.00%
05 ELECTRICAL INSTALLATIONS
17,331.98
3,466.40 4,333.00 5,199.59 2,539.14 1,793.86 17,331.98
DIRECT COST
273,465.025,971.00 40,154.04 78,881.90 73,429.86 50,610.67 24,417.56 273,465.02

GENERAL EXPENSES (10%) 27,346.50 597.10 4,015.40 7,888.19 7,342.99 5,061.07 2,441.76 27,346.50

UTILITY (10 %) 27,346.50 597.10 4,015.40 7,888.19 7,342.99 5,061.07 2,441.76 27,346.50

SUB TOTAL 328,158.027,165.20 48,184.84 94,658.28 88,115.84 60,732.81 29,301.08 328,158.02

IGV (18%) 59,068.44 8,673.27 17,038.49 15,860.85 10,931.91 5,274.19 59,068.44

TOTAL PROJECT BUDGET
387,226.47 8,454.94 56,858.11 111,696.77 103,976.69 71,664.72 34,575.27 387,226.46

2.18% 14.68% 28.85% 26.85% 18.51% 8.93%