The document provides guidelines for preparing cost estimates for construction projects in the Philippines. It includes sections on general guidelines, cost estimating methods, required safety programs, materials and resources used for estimates, and classifications of building structures. The guidelines are intended to standardize the preparation of cost estimates and integrated construction safety costs in accordance with national building codes and department orders.
This document discusses the calculation of wind loads for structural design. It provides background on wind loads and defines key terms. It outlines wind speed areas in Tanzania and the design procedure, which involves determining the site wind speed, characteristic wind pressure, external and internal pressures on the structure, and the net pressure. Examples are provided to demonstrate calculating wind loads. Load factors of safety and load combinations are also defined.
DPC, Back Filling and Plinth Protection.pptxSantoshreddy B
A DPC, or damp proof course, is a layer of waterproof material installed in walls near the ground to prevent rising damp. It restricts the flow of moisture through walls and floors, especially in basements. Without a DPC, moisture from the soil or groundwater can enter buildings through capillary action or rain penetration and cause dampness, damage structures and materials, promote mold and bacteria growth, and negatively impact occupant health. A DPC protects buildings by blocking moisture at its source.
This document provides an overview of roofs and roof coverings. It discusses various types of roofs including pitched or sloped roofs and flat or terrace roofs. Pitched roofs can be made of various materials and come in different styles like lean-to, coupled, and truss roofs. Flat roofs have advantages like large surface area but require more maintenance. The document also examines considerations for roof design and various roof covering materials like tiles, asbestos sheets, and galvanized iron. It provides details on installation and properties of different covering options.
Approximate analysis methods make simplifying assumptions to determine preliminary member forces and dimensions for indeterminate structures. Case 1 assumes diagonals cannot carry compression and shares shear between diagonals. Case 2 allows compression in diagonals. Portal and cantilever methods analyze frames by dividing into substructures at assumed hinge locations, solving each sequentially from top to bottom.
The document discusses how to calculate dead load and live load on structural elements like beams and slabs. It provides examples of calculating the dead load of RCC and steel beams based on their size, volume, and material density. Examples are also given for calculating the dead load and live load of RCC slabs based on their dimensions, volume, and material properties. Live load depends on the building usage, with examples given for residential and school buildings. Spanning systems for RCC slabs like one-way and two-way slabs are also briefly described.
The document discusses the history and composition of concrete. It explains that modern concrete has greater compressive and tensile strength than ancient Roman concrete due to the use of Portland cement and steel reinforcement. The document also outlines different concrete mixtures based on proportion ratios and their recommended uses. It provides methods for calculating concrete needs and differentiates between concrete, cement, grout, and plaster.
This document provides general structural notes for a project involving the evaluation of existing floor framing between grid lines F-4 to F-8 and H-4 to H-8 at the Chamberlain SMD facility in Nogales, Sonora. It specifies design loads, construction materials, contractor responsibilities, and details structural steel requirements. It also outlines the statement of special inspection, naming the structural engineer as special inspector and defining inspection duties.
Comparison of reinforced concrete and prestressed concreteSpice Shuvo
This document compares reinforced concrete and prestressed concrete. Reinforced concrete uses steel reinforcement embedded in concrete to increase its tensile strength. Prestressed concrete applies compression to concrete before loading to counteract tensile stresses when in use. For construction, reinforced concrete requires steel bars and formwork while prestressed concrete uses steel tendons stressed after the concrete reaches strength. Prestressed concrete allows for thinner sections, reduced self-weight, and less deflection compared to reinforced concrete. However, it requires higher quality materials and specialized equipment. In summary, the document outlines the key differences in material composition and behavior between the two composite concrete materials.
This document discusses the calculation of wind loads for structural design. It provides background on wind loads and defines key terms. It outlines wind speed areas in Tanzania and the design procedure, which involves determining the site wind speed, characteristic wind pressure, external and internal pressures on the structure, and the net pressure. Examples are provided to demonstrate calculating wind loads. Load factors of safety and load combinations are also defined.
DPC, Back Filling and Plinth Protection.pptxSantoshreddy B
A DPC, or damp proof course, is a layer of waterproof material installed in walls near the ground to prevent rising damp. It restricts the flow of moisture through walls and floors, especially in basements. Without a DPC, moisture from the soil or groundwater can enter buildings through capillary action or rain penetration and cause dampness, damage structures and materials, promote mold and bacteria growth, and negatively impact occupant health. A DPC protects buildings by blocking moisture at its source.
This document provides an overview of roofs and roof coverings. It discusses various types of roofs including pitched or sloped roofs and flat or terrace roofs. Pitched roofs can be made of various materials and come in different styles like lean-to, coupled, and truss roofs. Flat roofs have advantages like large surface area but require more maintenance. The document also examines considerations for roof design and various roof covering materials like tiles, asbestos sheets, and galvanized iron. It provides details on installation and properties of different covering options.
Approximate analysis methods make simplifying assumptions to determine preliminary member forces and dimensions for indeterminate structures. Case 1 assumes diagonals cannot carry compression and shares shear between diagonals. Case 2 allows compression in diagonals. Portal and cantilever methods analyze frames by dividing into substructures at assumed hinge locations, solving each sequentially from top to bottom.
The document discusses how to calculate dead load and live load on structural elements like beams and slabs. It provides examples of calculating the dead load of RCC and steel beams based on their size, volume, and material density. Examples are also given for calculating the dead load and live load of RCC slabs based on their dimensions, volume, and material properties. Live load depends on the building usage, with examples given for residential and school buildings. Spanning systems for RCC slabs like one-way and two-way slabs are also briefly described.
The document discusses the history and composition of concrete. It explains that modern concrete has greater compressive and tensile strength than ancient Roman concrete due to the use of Portland cement and steel reinforcement. The document also outlines different concrete mixtures based on proportion ratios and their recommended uses. It provides methods for calculating concrete needs and differentiates between concrete, cement, grout, and plaster.
This document provides general structural notes for a project involving the evaluation of existing floor framing between grid lines F-4 to F-8 and H-4 to H-8 at the Chamberlain SMD facility in Nogales, Sonora. It specifies design loads, construction materials, contractor responsibilities, and details structural steel requirements. It also outlines the statement of special inspection, naming the structural engineer as special inspector and defining inspection duties.
Comparison of reinforced concrete and prestressed concreteSpice Shuvo
This document compares reinforced concrete and prestressed concrete. Reinforced concrete uses steel reinforcement embedded in concrete to increase its tensile strength. Prestressed concrete applies compression to concrete before loading to counteract tensile stresses when in use. For construction, reinforced concrete requires steel bars and formwork while prestressed concrete uses steel tendons stressed after the concrete reaches strength. Prestressed concrete allows for thinner sections, reduced self-weight, and less deflection compared to reinforced concrete. However, it requires higher quality materials and specialized equipment. In summary, the document outlines the key differences in material composition and behavior between the two composite concrete materials.
Civil engineering involves the planning, design, construction and maintenance of physical and natural built environment infrastructure. It includes works like buildings, roads, bridges, canals, dams and systems for water supply, sewage treatment and solid waste management. The main branches of civil engineering are structural engineering, geotechnical engineering, transportation engineering, environmental engineering and water resources engineering. Civil engineers play an important role in providing infrastructure and facilities necessary for modern life and economic activity through application of scientific and technological principles.
Masonry refers to construction materials formed by combining masonry units like stone and brick with mortar. Masonry walls can be load-bearing exterior walls or non-load bearing interior partition walls. Masonry walls are categorized based on their structure, location, and construction method. Common masonry units include clay bricks, structural clay tiles, and concrete masonry units which vary in properties based on their composition, manufacturing process, and intended use.
Reinforced cement concrete (RCC) uses steel reinforcement within concrete to improve its tensile strength. Concrete is strong under compression but weak under tension. Steel reinforcement provides high tensile strength due to its high tensile capacity and good bond with concrete. Steel also has a higher elastic modulus, allowing it to resist forces better than concrete alone under the same extension. Cement is a binder that hardens when mixed with water, and can be classified as hydraulic or non-hydraulic. Hydraulic cement can set even when wet or underwater due to additions like fly ash that allow curing in wet conditions. Portland cement is the most common type and consists mainly of tricalcium silicate, dicalcium sil
Cable and Tensile Structures for Architecture and EngineeringMimi Alguidano
Cables are made of small steel strands twisted together. They are flexible and can be compressed or bent without resistance. Cable-supported bridges and roofs use suspension or stayed cables. Tensile structures carry only tension with no bending or compression. They are commonly used for roofs and span large distances economically. Notable contributors include Vladimir Shukov, who designed tensile pavilions, and Frei Otto, who designed the lightweight roof for the Munich Olympic Stadium. Tensile structures offer design flexibility, translucency for natural light, durability, and are lightweight and low maintenance.
The document discusses foundations for structures and provides classifications and types of foundations. It describes shallow foundations including spread footings, raft foundations, and grillage foundations. It also describes deep foundations such as pile foundations. Specific foundation types are defined, such as well foundations and stepped foundations. Factors for selecting building plots are outlined. Principles of planning a building are discussed, including orientation, privacy, grouping of rooms, circulation, and flexibility.
reinforcement detailing for isolated footing @etconp
1.introduction
2. when do we use isolated types of footing
3. reinforcement detailing of isolated footing
4. advantage and disadvantages of isolated PAD footing
5. list of figure
A presentation with exhaustive information about the general idea of formwork, the various types, the newest introductions and a comparative study between the conventional and modern-day formwork.
It also includes the study of causes of failure of formwork and the safety measures to be taken for preventing failure.
This document provides information on building technology related to mortars, plasters, and unit masonry. It defines mortars and plasters, and describes different types of cement mortars, plasters, and their uses. It also defines key terms related to unit masonry such as bed, course, and wythe/tier.
This document provides an introduction and overview of structural analysis and design using the STAAD.Pro software. It describes key terminology and concepts for modeling structures in STAAD.Pro, including coordinate systems, units of measurement, types of structures that can be modeled, types of structural members and elements, and the properties required for different member types. The goal of the training program is to teach beginners how to use the basic modeling capabilities of STAAD.Pro for linear static analysis of structures such as frames, trusses, and plates/shells.
What are methods of steel structure designnajeeb muhamed
There are three different methods for design of steel structure, i.e. simple design, continuous design and semi-continuous steel design.
Joints in structures have been assumed to behave as either pinned or rigid to render design calculations manageable.
In simple design the joints are idealised as perfect pins. Continuous design assumes that joints are rigid and that no relative rotation of connected members occurs whatever the applied moment.
The vast majority of designs carried out today make one of these two assumptions, but a more realistic alternative is now possible, which is known as semi-continuous design.
Concept of demand and capacity for Civil EngineeringAbdul Majid
Demand refers to external forces that act on a structure like gravity, wind, and earthquakes, causing internal stresses. Capacity is the structure's ability to resist these demands. Failure occurs when demand exceeds capacity. In an example, the demand on a concrete block from a 40 ton load is 881.6 psi of compressive stress. The capacity/demand ratios are calculated for different concrete strengths, showing failure below 881.6 psi and a factor of safety above. A factor of safety ensures capacity is well above demand to avoid failure from unforeseen loads.
Design of rectangular & t beam using usdTipu Sultan
1) The document discusses the design of T-beams and rectangular reinforced concrete beams. It provides definitions of beams, T-beams, and their key components.
2) Methods for calculating the effective flange width of T-beams and analyzing the strengths of T-beam sections are presented. Design equations are given for singly and doubly reinforced beam design.
3) The design process described includes determining steel reinforcement areas for the flange and web of T-beams to resist nominal bending moments, based on the effective flange width and strength calculations.
1) Two-way slabs are slabs that require reinforcement in two directions because bending occurs in both the longitudinal and transverse directions when the ratio of longest span to shortest span is less than 2.
2) The document discusses various types of two-way slabs and design methods, focusing on the direct design method (DDM).
3) Using the DDM, the total factored load is first calculated, then the total factored moment is distributed to positive and negative moments. The moments are further distributed to column and middle strips using factors that consider the slab and beam properties.
This document provides an introduction to prestressed concrete, including:
1. The basic principles of prestressing concrete by applying compressive stresses that counteract tensile stresses from loads. This allows for smaller member sizes.
2. The main advantages are smaller sections, reduced deflections, increased spans, and improved durability due to reduced cracking.
3. The two main methods are pre-tensioning, where strands are stressed before casting, and post-tensioning, where strands are tensioned after casting through ducts.
4. Uses include precast beams, slabs, piles, tanks, and bridges constructed with either precast or post-tensioned segments.
Structural engineering is a field of civil engineering that deals with analyzing and designing structures to withstand loads by using various building materials and elements like columns, beams, plates, arches, and shells. Structural engineers design both buildings and civil infrastructure like bridges, dams, tunnels, and more by considering safety, economic, environmental and sometimes aesthetic factors. Common structural materials include steel, concrete, timber, masonry, and composites.
Design of Beam- RCC Singly Reinforced BeamSHAZEBALIKHAN1
Concrete beams are an essential part of civil structures. Learn the design basis, calculations for sizing, tension reinforcement, and shear reinforcement for a concrete beam.
Construction Materials Engineering and Testingmecocca5
This document provides an overview of materials testing services for soil, aggregate, concrete, and masonry. It describes common laboratory and field tests for evaluating the properties and quality of construction materials, including tests for soil particle size and compaction, concrete slump and strength, and masonry compressive strength. The document emphasizes that materials testing should be performed by properly trained personnel according to standardized test methods and that test results should be reported in a timely manner.
1) Eccentric connections experience both direct axial forces and bending moments due to eccentric loads. This results in more complex stress distributions compared to concentric connections.
2) For bracket connections with eccentric loads, the direct shear stress and bending stress due to the moment must be calculated and combined using the Pythagorean theorem.
3) For welded joints with eccentric loads, both the direct shear stress and bending stress in the weld must be determined and combined, considering the weld geometry, load magnitude and eccentricity. The resultant stress must satisfy allowable stress criteria.
Brick masonry involves laying bricks together with mortar to form walls or structures. There are different brick bonds like English, Flemish, and header bonds that are used. Bricks are available in various sizes and classes depending on their quality. Masonry tools and proper techniques are needed to lay bricks correctly. Tests are done to ensure brick quality and defects can occur if bricks absorb too much water or have soluble salts. Overall, brick masonry is a durable and fire resistant building method.
This document outlines planning and construction standards for New York State school buildings. It covers structural safety, materials used, environmental factors, site utilities, mechanical and electrical systems, heating/ventilation/air conditioning, plumbing, gas, electrical work, existing buildings, design/construction procedures, and operations/maintenance. The standards aim to ensure the health, safety, and comfort of students and staff in educational facilities. Construction types, fire resistance ratings, and considerations for people with disabilities are some of the specific topics addressed.
This document provides definitions for terminology related to building fire codes. It defines terms like alternative escape routes, automatic fire detection and alarm system, automatic sprinkler system, building, combustible material, compartmentation, element of structure, emergency lighting, escape route, exposure hazard, fire door, fire exit, fire fighting access, fire load density, fire resistance rating, and fire separation. The definitions are intended to help readers understand technical concepts and requirements outlined in building fire codes and regulations.
Civil engineering involves the planning, design, construction and maintenance of physical and natural built environment infrastructure. It includes works like buildings, roads, bridges, canals, dams and systems for water supply, sewage treatment and solid waste management. The main branches of civil engineering are structural engineering, geotechnical engineering, transportation engineering, environmental engineering and water resources engineering. Civil engineers play an important role in providing infrastructure and facilities necessary for modern life and economic activity through application of scientific and technological principles.
Masonry refers to construction materials formed by combining masonry units like stone and brick with mortar. Masonry walls can be load-bearing exterior walls or non-load bearing interior partition walls. Masonry walls are categorized based on their structure, location, and construction method. Common masonry units include clay bricks, structural clay tiles, and concrete masonry units which vary in properties based on their composition, manufacturing process, and intended use.
Reinforced cement concrete (RCC) uses steel reinforcement within concrete to improve its tensile strength. Concrete is strong under compression but weak under tension. Steel reinforcement provides high tensile strength due to its high tensile capacity and good bond with concrete. Steel also has a higher elastic modulus, allowing it to resist forces better than concrete alone under the same extension. Cement is a binder that hardens when mixed with water, and can be classified as hydraulic or non-hydraulic. Hydraulic cement can set even when wet or underwater due to additions like fly ash that allow curing in wet conditions. Portland cement is the most common type and consists mainly of tricalcium silicate, dicalcium sil
Cable and Tensile Structures for Architecture and EngineeringMimi Alguidano
Cables are made of small steel strands twisted together. They are flexible and can be compressed or bent without resistance. Cable-supported bridges and roofs use suspension or stayed cables. Tensile structures carry only tension with no bending or compression. They are commonly used for roofs and span large distances economically. Notable contributors include Vladimir Shukov, who designed tensile pavilions, and Frei Otto, who designed the lightweight roof for the Munich Olympic Stadium. Tensile structures offer design flexibility, translucency for natural light, durability, and are lightweight and low maintenance.
The document discusses foundations for structures and provides classifications and types of foundations. It describes shallow foundations including spread footings, raft foundations, and grillage foundations. It also describes deep foundations such as pile foundations. Specific foundation types are defined, such as well foundations and stepped foundations. Factors for selecting building plots are outlined. Principles of planning a building are discussed, including orientation, privacy, grouping of rooms, circulation, and flexibility.
reinforcement detailing for isolated footing @etconp
1.introduction
2. when do we use isolated types of footing
3. reinforcement detailing of isolated footing
4. advantage and disadvantages of isolated PAD footing
5. list of figure
A presentation with exhaustive information about the general idea of formwork, the various types, the newest introductions and a comparative study between the conventional and modern-day formwork.
It also includes the study of causes of failure of formwork and the safety measures to be taken for preventing failure.
This document provides information on building technology related to mortars, plasters, and unit masonry. It defines mortars and plasters, and describes different types of cement mortars, plasters, and their uses. It also defines key terms related to unit masonry such as bed, course, and wythe/tier.
This document provides an introduction and overview of structural analysis and design using the STAAD.Pro software. It describes key terminology and concepts for modeling structures in STAAD.Pro, including coordinate systems, units of measurement, types of structures that can be modeled, types of structural members and elements, and the properties required for different member types. The goal of the training program is to teach beginners how to use the basic modeling capabilities of STAAD.Pro for linear static analysis of structures such as frames, trusses, and plates/shells.
What are methods of steel structure designnajeeb muhamed
There are three different methods for design of steel structure, i.e. simple design, continuous design and semi-continuous steel design.
Joints in structures have been assumed to behave as either pinned or rigid to render design calculations manageable.
In simple design the joints are idealised as perfect pins. Continuous design assumes that joints are rigid and that no relative rotation of connected members occurs whatever the applied moment.
The vast majority of designs carried out today make one of these two assumptions, but a more realistic alternative is now possible, which is known as semi-continuous design.
Concept of demand and capacity for Civil EngineeringAbdul Majid
Demand refers to external forces that act on a structure like gravity, wind, and earthquakes, causing internal stresses. Capacity is the structure's ability to resist these demands. Failure occurs when demand exceeds capacity. In an example, the demand on a concrete block from a 40 ton load is 881.6 psi of compressive stress. The capacity/demand ratios are calculated for different concrete strengths, showing failure below 881.6 psi and a factor of safety above. A factor of safety ensures capacity is well above demand to avoid failure from unforeseen loads.
Design of rectangular & t beam using usdTipu Sultan
1) The document discusses the design of T-beams and rectangular reinforced concrete beams. It provides definitions of beams, T-beams, and their key components.
2) Methods for calculating the effective flange width of T-beams and analyzing the strengths of T-beam sections are presented. Design equations are given for singly and doubly reinforced beam design.
3) The design process described includes determining steel reinforcement areas for the flange and web of T-beams to resist nominal bending moments, based on the effective flange width and strength calculations.
1) Two-way slabs are slabs that require reinforcement in two directions because bending occurs in both the longitudinal and transverse directions when the ratio of longest span to shortest span is less than 2.
2) The document discusses various types of two-way slabs and design methods, focusing on the direct design method (DDM).
3) Using the DDM, the total factored load is first calculated, then the total factored moment is distributed to positive and negative moments. The moments are further distributed to column and middle strips using factors that consider the slab and beam properties.
This document provides an introduction to prestressed concrete, including:
1. The basic principles of prestressing concrete by applying compressive stresses that counteract tensile stresses from loads. This allows for smaller member sizes.
2. The main advantages are smaller sections, reduced deflections, increased spans, and improved durability due to reduced cracking.
3. The two main methods are pre-tensioning, where strands are stressed before casting, and post-tensioning, where strands are tensioned after casting through ducts.
4. Uses include precast beams, slabs, piles, tanks, and bridges constructed with either precast or post-tensioned segments.
Structural engineering is a field of civil engineering that deals with analyzing and designing structures to withstand loads by using various building materials and elements like columns, beams, plates, arches, and shells. Structural engineers design both buildings and civil infrastructure like bridges, dams, tunnels, and more by considering safety, economic, environmental and sometimes aesthetic factors. Common structural materials include steel, concrete, timber, masonry, and composites.
Design of Beam- RCC Singly Reinforced BeamSHAZEBALIKHAN1
Concrete beams are an essential part of civil structures. Learn the design basis, calculations for sizing, tension reinforcement, and shear reinforcement for a concrete beam.
Construction Materials Engineering and Testingmecocca5
This document provides an overview of materials testing services for soil, aggregate, concrete, and masonry. It describes common laboratory and field tests for evaluating the properties and quality of construction materials, including tests for soil particle size and compaction, concrete slump and strength, and masonry compressive strength. The document emphasizes that materials testing should be performed by properly trained personnel according to standardized test methods and that test results should be reported in a timely manner.
1) Eccentric connections experience both direct axial forces and bending moments due to eccentric loads. This results in more complex stress distributions compared to concentric connections.
2) For bracket connections with eccentric loads, the direct shear stress and bending stress due to the moment must be calculated and combined using the Pythagorean theorem.
3) For welded joints with eccentric loads, both the direct shear stress and bending stress in the weld must be determined and combined, considering the weld geometry, load magnitude and eccentricity. The resultant stress must satisfy allowable stress criteria.
Brick masonry involves laying bricks together with mortar to form walls or structures. There are different brick bonds like English, Flemish, and header bonds that are used. Bricks are available in various sizes and classes depending on their quality. Masonry tools and proper techniques are needed to lay bricks correctly. Tests are done to ensure brick quality and defects can occur if bricks absorb too much water or have soluble salts. Overall, brick masonry is a durable and fire resistant building method.
This document outlines planning and construction standards for New York State school buildings. It covers structural safety, materials used, environmental factors, site utilities, mechanical and electrical systems, heating/ventilation/air conditioning, plumbing, gas, electrical work, existing buildings, design/construction procedures, and operations/maintenance. The standards aim to ensure the health, safety, and comfort of students and staff in educational facilities. Construction types, fire resistance ratings, and considerations for people with disabilities are some of the specific topics addressed.
This document provides definitions for terminology related to building fire codes. It defines terms like alternative escape routes, automatic fire detection and alarm system, automatic sprinkler system, building, combustible material, compartmentation, element of structure, emergency lighting, escape route, exposure hazard, fire door, fire exit, fire fighting access, fire load density, fire resistance rating, and fire separation. The definitions are intended to help readers understand technical concepts and requirements outlined in building fire codes and regulations.
This document provides definitions for terminology related to building fire codes. It defines terms like alternative escape routes, automatic fire detection and alarm system, automatic sprinkler system, building, combustible material, compartmentation, element of structure, emergency lighting, escape route, exposure hazard, fire door, fire exit, fire fighting access, fire load density, fire prevention, fire protection, fire resistance rating, and fire separation. The definitions are intended to help readers understand technical concepts in building fire safety codes and standards.
This document provides definitions for terminology related to building fire codes. It defines terms like alternative escape routes, automatic fire detection and alarm system, automatic sprinkler system, building, combustible material, compartmentation, element of structure, emergency lighting, escape route, exposure hazard, fire door, fire exit, fire fighting access, fire load density, fire prevention, fire protection, fire resistance rating, and fire separation. The definitions are intended to help readers understand technical concepts in building fire safety codes and standards.
This document provides commentary on the National Building Code of India Part 4 related to Fire and Life Safety.
It begins with an overview of the contents and key points covered in the Foreword section of the NBC including minimizing danger to life and property from fire through an integrated approach. Fire protection techniques should be based on characteristics of building materials and elements.
The commentary then reviews terminology definitions in the NBC such as for automatic fire detection and alarm systems, automatic sprinkler systems, exit, exit access, exit discharge, and more. It provides explanations of these important fire and life safety related terms.
The document concludes with noting that the commentary is based on analyzing the final revised version of NBC Part 4 that was sent for
The Fragrance Outlet - Grand Rapids, MI 8.20.15Antoinette Pope
This document provides code and building data for a proposed tenant upfit of The Fragrance Outlet store located at 350 84th Street SW, Suite 1000 in Byron Center, Grand Rapids, Michigan. It includes information on the primary occupancy as mercantile, building construction type as existing, fire protection requirements, egress requirements, and accessibility requirements. The project team includes Adams & Associates Architecture for design and M-Engineering for structural and MEP engineering. Applicable codes include the 2009 Michigan Building Code.
Occupational Safety & Health Administration (OSHA) 2022 updateTheChamber
The document summarizes the 2022 update from the Occupational Safety & Health Administration (OSHA) Region 5. It outlines the top 10 OSHA violations so far in 2022, which include fall protection, hazard communication, and respiratory protection standards. It also discusses current national and local emphasis programs that OSHA is focused on, such as machine guarding, heat/cold stress, and construction suicide prevention. National programs center on hazards like combustible dust, coronavirus, and trenching/excavation safety. The presentation provides an overview of OSHA regulations and enforcement strategies to improve workplace safety.
The National Building Code of India deals with building design features that enhance life and fire safety. It provides detailed requirements for ensuring adequate means of exit in case of fire, limiting building heights and occupancy based on safety, and requiring fire protection systems appropriate to the hazards. The code aims to balance safety with practical usability and flexibility in building design. It classifies buildings by use and specifies minimum fire safety standards for each class. Key aspects covered include exit arrangements, fire detection and warning systems, firefighting equipment, and compartmentation to limit fire spread.
This document contains notes and diagrams related to plumbing, accessibility, and construction for renovations to an existing penthouse apartment. It includes general notes on the scope of work, which is an interior renovation with no changes to use, occupancy, or egress. Diagrams show clearances and dimensions for doors, bathrooms, and other elements to comply with accessibility standards. Notes provide requirements for smoke detectors, plumbing work, and other aspects of the renovation work.
The document discusses the National Building Code of India. It provides that building codes establish minimum construction and safety requirements. The National Building Code aims to harmonize building regulations across India. It covers administrative rules, development controls, materials, structural design, construction, services, and plumbing. The code seeks to ensure public safety, health, welfare, structural integrity, fire safety, and more through its provisions. It has been revised several times over the years to incorporate new practices and address safety.
The document discusses the dynamics of building permitting and construction in the Philippines. It defines key terms related to building permitting such as owner, building official, inspector, design professional, building permit, and constructor. It describes the process of acquiring permits and clearances from various government agencies. It also outlines the roles and responsibilities of the building official in enforcing the national building code and issuing permits. The document provides details about the requirements and sections that must be filled out in a building permit application form.
The document discusses fire and safety management in business continuity. It begins with an overview of business continuity management (BCM) and identifies potential impacts and provides a framework for continuity management. The presentation discusses requirements for fire prevention and protection according to the National Building Code of India 2005 and the Maharashtra Fire Prevention and Life Safety Measures Act of 2006. It outlines the classification of buildings, requirements for fire zones, construction types, fire prevention measures, life safety measures, minimum firefighting installations, and passive fire protection. The presentation emphasizes adopting a techno-legal regime for enforcement by integrating the National Building Code into building regulatory documents to improve disaster resistance and protection of people and property.
Statutory requirments on Health Safety EnvironmentVikasMore37
This document discusses statutory requirements for fire protection in industrial establishments and buildings according to the Factories Act, Rules, and National Building Code of India. It covers legal obligations for fire prevention, protection systems, emergency plans, training, and documentation. Requirements address hazardous processes, equipment standards, inspection and organizational structure. The three key steps for fire control are prevention, protection, and emergency handling. Proper handling, storage and transportation of gas cylinders is also outlined.
Kingsmill Industries (UK) Ltd is a leading manufacturer and distributor of earthing and lightning protection products in the UK and export markets. The company aims to provide high quality products and excellent customer service without compromising on price. All products are manufactured according to British and international standards like BS EN 62305, BS EN 50164, and BS 7430. The catalog provides information on Kingsmill's wide range of earthing and lightning protection products and components. Recent projects utilizing Kingsmill products include restoring the lightning protection system on the historic Jessops Monument tower and supplying materials for international projects in Ireland, Syria, and other locations.
A unified framework for fire safety regulation - Monideep Dey, PhD, President...Dr. Monideep Dey
This paper presents the general principles and outline of a framework for fire safety regulation that covers both prescriptive and performance-based fire safety. The immediate benefit of this framework is to allow development of a systematic top-down or global approach to fire safety, as opposed to piecemeal, that can be used to develop schemes for use with existing ISO conformity assessment standards. The framework can also eventually be used to make improvements to fire codes to unify prescriptive and performance-based requirements.
This document provides a comprehensive numerical design of firefighting systems for onshore petroleum installations. It begins by introducing fire hazards at petroleum facilities and the need for efficient firefighting systems. It then describes a model layout of a tank farm with 8 storage tanks and associated firewater and foam systems. Next, it classifies the petroleum products in the tanks based on their flammability. The document then outlines design considerations and calculations for sizing the firewater tank, pumps, piping and application rates to cool burning and adjacent tanks. It concludes by discussing limitations of firefighting large tank fires and provides a guide for industrial practitioners to design fire safety systems.
Bartec_Basic Concept for Explosion Protection (2018)Davide Baccino
This document provides an overview of basic concepts for explosion protection. It discusses the three factors required for an explosion - flammable material, oxygen, and an ignition source. It also covers hazardous areas, primary explosion protection, and secondary explosion protection. Secondary explosion protection focuses on preventing effective ignition sources in equipment through standards, regulations, and certified explosion proof designs. The document traces the historical development of explosion protection and electrical equipment standards. It also discusses international harmonization of standards through organizations like IEC and ATEX conformity assessment.
This document provides details for the stormwater pollution prevention plan for renovations to the North Campus Garage and Miami Inn surface parking lots at Miami University in Oxford, Ohio. The project will fully renovate the Withrow Street parking lot and partially renovate the Miami Inn parking lot. Erosion and sediment control measures including silt fence, inlet protection, and temporary seeding and mulching will be used during construction. The contractor will be responsible for obtaining permits and inspecting and maintaining erosion controls throughout construction.
This document provides plans and specifications for installing a residential solar array. It includes:
- Details of the 5.12 kW solar panel system to be installed, including the panel specifications and microinverters.
- Drawings showing the site plan with the panel locations and conduit routing.
- Notes regarding compliance with electrical, energy, building and fire codes. It also outlines safety protocols and inspections required.
Digital Twins Computer Networking Paper Presentation.pptxaryanpankaj78
A Digital Twin in computer networking is a virtual representation of a physical network, used to simulate, analyze, and optimize network performance and reliability. It leverages real-time data to enhance network management, predict issues, and improve decision-making processes.
Optimizing Gradle Builds - Gradle DPE Tour Berlin 2024Sinan KOZAK
Sinan from the Delivery Hero mobile infrastructure engineering team shares a deep dive into performance acceleration with Gradle build cache optimizations. Sinan shares their journey into solving complex build-cache problems that affect Gradle builds. By understanding the challenges and solutions found in our journey, we aim to demonstrate the possibilities for faster builds. The case study reveals how overlapping outputs and cache misconfigurations led to significant increases in build times, especially as the project scaled up with numerous modules using Paparazzi tests. The journey from diagnosing to defeating cache issues offers invaluable lessons on maintaining cache integrity without sacrificing functionality.
DEEP LEARNING FOR SMART GRID INTRUSION DETECTION: A HYBRID CNN-LSTM-BASED MODELijaia
As digital technology becomes more deeply embedded in power systems, protecting the communication
networks of Smart Grids (SG) has emerged as a critical concern. Distributed Network Protocol 3 (DNP3)
represents a multi-tiered application layer protocol extensively utilized in Supervisory Control and Data
Acquisition (SCADA)-based smart grids to facilitate real-time data gathering and control functionalities.
Robust Intrusion Detection Systems (IDS) are necessary for early threat detection and mitigation because
of the interconnection of these networks, which makes them vulnerable to a variety of cyberattacks. To
solve this issue, this paper develops a hybrid Deep Learning (DL) model specifically designed for intrusion
detection in smart grids. The proposed approach is a combination of the Convolutional Neural Network
(CNN) and the Long-Short-Term Memory algorithms (LSTM). We employed a recent intrusion detection
dataset (DNP3), which focuses on unauthorized commands and Denial of Service (DoS) cyberattacks, to
train and test our model. The results of our experiments show that our CNN-LSTM method is much better
at finding smart grid intrusions than other deep learning algorithms used for classification. In addition,
our proposed approach improves accuracy, precision, recall, and F1 score, achieving a high detection
accuracy rate of 99.50%.
VARIABLE FREQUENCY DRIVE. VFDs are widely used in industrial applications for...PIMR BHOPAL
Variable frequency drive .A Variable Frequency Drive (VFD) is an electronic device used to control the speed and torque of an electric motor by varying the frequency and voltage of its power supply. VFDs are widely used in industrial applications for motor control, providing significant energy savings and precise motor operation.
Discover the latest insights on Data Driven Maintenance with our comprehensive webinar presentation. Learn about traditional maintenance challenges, the right approach to utilizing data, and the benefits of adopting a Data Driven Maintenance strategy. Explore real-world examples, industry best practices, and innovative solutions like FMECA and the D3M model. This presentation, led by expert Jules Oudmans, is essential for asset owners looking to optimize their maintenance processes and leverage digital technologies for improved efficiency and performance. Download now to stay ahead in the evolving maintenance landscape.
Applications of artificial Intelligence in Mechanical Engineering.pdfAtif Razi
Historically, mechanical engineering has relied heavily on human expertise and empirical methods to solve complex problems. With the introduction of computer-aided design (CAD) and finite element analysis (FEA), the field took its first steps towards digitization. These tools allowed engineers to simulate and analyze mechanical systems with greater accuracy and efficiency. However, the sheer volume of data generated by modern engineering systems and the increasing complexity of these systems have necessitated more advanced analytical tools, paving the way for AI.
AI offers the capability to process vast amounts of data, identify patterns, and make predictions with a level of speed and accuracy unattainable by traditional methods. This has profound implications for mechanical engineering, enabling more efficient design processes, predictive maintenance strategies, and optimized manufacturing operations. AI-driven tools can learn from historical data, adapt to new information, and continuously improve their performance, making them invaluable in tackling the multifaceted challenges of modern mechanical engineering.
Prediction of Electrical Energy Efficiency Using Information on Consumer's Ac...PriyankaKilaniya
Energy efficiency has been important since the latter part of the last century. The main object of this survey is to determine the energy efficiency knowledge among consumers. Two separate districts in Bangladesh are selected to conduct the survey on households and showrooms about the energy and seller also. The survey uses the data to find some regression equations from which it is easy to predict energy efficiency knowledge. The data is analyzed and calculated based on five important criteria. The initial target was to find some factors that help predict a person's energy efficiency knowledge. From the survey, it is found that the energy efficiency awareness among the people of our country is very low. Relationships between household energy use behaviors are estimated using a unique dataset of about 40 households and 20 showrooms in Bangladesh's Chapainawabganj and Bagerhat districts. Knowledge of energy consumption and energy efficiency technology options is found to be associated with household use of energy conservation practices. Household characteristics also influence household energy use behavior. Younger household cohorts are more likely to adopt energy-efficient technologies and energy conservation practices and place primary importance on energy saving for environmental reasons. Education also influences attitudes toward energy conservation in Bangladesh. Low-education households indicate they primarily save electricity for the environment while high-education households indicate they are motivated by environmental concerns.
Gas agency management system project report.pdfKamal Acharya
The project entitled "Gas Agency" is done to make the manual process easier by making it a computerized system for billing and maintaining stock. The Gas Agencies get the order request through phone calls or by personal from their customers and deliver the gas cylinders to their address based on their demand and previous delivery date. This process is made computerized and the customer's name, address and stock details are stored in a database. Based on this the billing for a customer is made simple and easier, since a customer order for gas can be accepted only after completing a certain period from the previous delivery. This can be calculated and billed easily through this. There are two types of delivery like domestic purpose use delivery and commercial purpose use delivery. The bill rate and capacity differs for both. This can be easily maintained and charged accordingly.
2. GENERAL GUIDELINES
THIS DEPARTMENT ORDER SETS THE FORMULATION OF POLICIES,
RULES AND PROCEDURES RELATIVE TO THE PREPARATION OF THE
“APPROVED BUDGET FOR THE CONTRACT” (ABC) ISSUED FOR THE
GUIDANCE OF ALL CONCERNED.
ALL THE ITEMS OF WORK TO BE USED SHALL BE IN ACCORDANCE
WITH DPWH STANDARD SPECIFICATIONS.
NVPILAR 2008
3. COST ESTIMATES
(D0 57 S.2002)
DIRECT COST INDIRECT COST
A. COST OF MATERIALS
1. COST AT SOURCE, INCL. PROCESSING
ROYALTIES, LOCAL TAXES & ETC.
2. EXPENSES FOR HAULING TO PROJ. SITE
3. HANDLING EXPENSES
4. STORAGE
5. ALLOWANCE FOR WASTE/OR LOSSES
B. COST OF LABOR
1. SALARIES & WAGES AS AUTHORIZED
BY DOLE
2. FRINGE BENEFITS SUCH AS VACATION
& SICK LEAVES, GSIS & SSS CONTR.
ALLOWANCES, BONUSES AND ETC.
C. EQUIPMENT EXPENSES
1. RENTAL RATE SHALL BE BASED ON
ACEL RATE AS APPRVD BY DPWH .
OPERATED RENTAL RATE ARE
PREFERRED OVER BARE RENTAL RATE
2. MOB./DEMOB OF EQUIPMENT SHALL BE
ON CASE TO CASE BASIS BUT IN NO
CASE EXCEED 1% OF TOTAL CIVIL
WORK ITEMS.
A. OVERHEAD EXPENSES – (6-7% CEILING)
DIRECT COST.
1. ENGINEERING & ADMINISTRATIVE
SUPERVISION
2. TRANSPORTATION ALLOWANCES
3. OFFICE EXPENSES (EQPT & SUPPLIES)
4. CONTRACTORS ALL RISK INSURANCE
5. FINANCING COST INCL.
-PREMIUM ON BID SECURITY
-PREMIUM ON PERFORMANCE SECURITY
-PREMIUM/CHARGES ON CREDIT LINES
-COST OF MONEY TO FINANCE THE PROJ.
B. CONTINGENCY – 3-5% OF DC.
C. MISCELLANEOUS – 1% OF DC.
INCLUDES LABORATORY TEST.
D. CONTRACTORS PROFIT
EST. DIRECT COST OCM PROFIT MOB/DEMOB MAX. TOTAL
UP TO P1M.
ABOVE P1M-5M
ABOVE P5M-10M
ABOVE P10M-20M
ABOVE P50M
ABOVE P20M-50M
13
12
12
11
11
10 10
11
15
12
13
14
29
27
26
24
23
21
1
1
1
1
1
1
VAT
NVPILAR 2008
3-5% PM Fee
4. “ THOSE WHO PREPARED/REVIEWED/CHECKED THE
ESTIMATES SHALL SEE TO IT THAT IN CASE THEY ARE
CALLED UPON TO MAKE GOOD THEIR ESTIMATES, THEY
CAN PERFORM THE JOB THEMSELVES AT THE COST THEY
HAVE GENERATED.”
NVPILAR 2008
5. PURPOSE
THIS DEPARTMENT ORDER SETS THE GUIDELINES, RULES AND PROCEDURES, TO
BE FOLLOWED BY ALL CONCERNED IN THE IMPLEMENTATION OF DEPARTMENT OF
LABOR AND EMPLOYMENT D.O. No. 13(DOLE D.O. No.13), SERIES OF 1998
OTHERWISE KNOWN AS THE “GUIDELINES GOVERNING OCCUPATIONAL SAFETY AND
HEALTH IN THE CONSTRUCTION INDUSTRY”, WITH EMPHASIS GIVEN ON THE
METHODOLOGY TO BE USED IN ESTIMATING THE COST OF CONSTRUCTION SAFETY
AND HEALTH PROGRAM AS REQUIRED IN SECTION 17.
GENERAL GUIDELINES
IN COMPLIANCE WITH SECTION 17 OF DOLE D.O. No. 13, THE IMPLENTATION OF
CONSTRUCTION SAFETY SHALL BE CONSIDERED IN ALL STAGES OF PROJECT
PROCUREMENT ( DESIGN, ESTIMATE, AND CONSTRUCTION ) AND ITS COST SHALL
BE INTEGRATED TO THE OVERALL PROJECT COST UNDER PAY ITEM “SPL-
CONSTRUCTION SAFETY AND HEALTH” AS A LUMPSUM AMOUNT, TO BE
QUANTIFIED IN THE DETAILED ESTIMATE. LIKEWISE, ALL REQUIREMENTS,
PROVISIONS, AND INSTRUCTIONS PERTAINING TO THE IMPLEMENTATION OF
CONSTRUCTION SAFETY AND HEALTH IN EVERY PROJECT SHALL BE INCLUDED IN
THE PROJECT BIDDING DOCUMENTS SPECIFICALLY UNDER THE INSTRUCTION TO
BIDDERS.
NVPILAR 2008
6. CONCTRUCTION PROJECT
(D.O. No. 56 S. 2005)
CONSTRUCTION SAFETY AND HEALTH PROGRAM ( CSHP )
THE REQUIRED CSHP FOR SPECIFIC PROJECT SHALL INCLUDE BUT NOT LIMITED TO THE FF :
1. COMPOSITION OF SAFETY & HEALTH PERSONNEL RESPONSIBLE FOR THE IMPLENTATION OF CSHP;
2. SPECIFIC SAFETY POLICIES W/C SHALL BE UNDERTAKEN IN THE CONSTRUCTION SITE INCLUDING
FREQUENCY OF & PERSONS RESPONSIBLE FOR CONDUCTING TOOL BOX AND GANG MEETING;
3. PENALTIES AND SANCTIONS FOR VIOLATIONS OF THE CSHP;
4. FREQUENCY, CONTENT AND PERSONS RESPONSIBLE FOR ORIENTING, INSTRUCTING AND TRAINING
ALL WORKERS AT THE SITE WITH REGARD TO THE CSHP WHICH THEY OPERATE; &
5. THE MANNER OF DISPOSING WASTE ARISING FROM THE CONSTRUCTION.
MANPOWER EQUIPMENT/FACILITIES
1. SAFETY ENGINEER / OFFICER
2. SAFETY MAN / OFFICER
-AS RECOMMENDED BY DOLE, FOR EVERY
CONST. PROJ. W 100 & ABOVE WORKERS, AN
ACCREDTED SAFETY OFFICER BY DOLE-BWC
SHALL BE EMPLOYED. ONLY THE COST FOR THE
CONST. SAFETY & HEALTH OFICER , WHETHER
ON FULL OR PART TIME BASIS ASSIGNED ON
SITE SHALL BE INCLUDED IN THE ESTIMATE.
3. HEALTH PERSONNEL
-ONLY THE MEDICAL AND DENTAL
PRACTITIONERS ACTUALLY ASSIGNED IN THE
PROJECT SHALL BE INCLUDED IN THE COST OF
SAFETY.
1. PERSONAL PROTECTIVE EQUPMENT (PPE)
-FOR GENERAL CONST. THE REQUIRED BASIC
PPE FOR ALL WORKERS SHALL BE SAFETY
HELMET, SAFETY GLOVES AND SAFETY SHOES.
SPECIALTY PPE SHALL BE PROVIDED IN ADDITION
TO OR IN LIEU OF THE CORRESPONDING PPE AS
THE WORK ACTIVITY REQUIRES.
2. SIGNAGES AND BARRICADES
-SHALL BE PROVIDED AS A PRECAUTION TO
ADVICE THE WORKERS & THE GENERAL PUBLIC
OF THE HAZARDS EXISTING AT THE WORKSITE.
3. FACILITIES
- W ADEQUTE SAFE DRINKING WATER;
SANITARY & WASHING FACILITIES: LIVING
ACCOMODATIONS FOR WORKERS.
COSTING
PAY ITEM “SPL – CONSTRUCTION SAFETY AND HEALTH” AS
A LUMP SUM AMOUNT, TO BE QUANTIFIED IN THE DETAILED
ESTIMATE.
NVPILAR 2008
7. NOTE : DERIVED FROM CPES MANUAL NVPILAR 2008
SAFE CONDITION MANDATORY ACTION STOP OR
PROHIBITION
CAUTION OR RISK TRAFFIC AND
HOUSEKEEPING
ALERT RADIATION
8. DPWH STD.SPECS.,VOL.II, 2004 ED.
NVPILAR 2008
DPWH STD.SPECS.,VOL.III, 1995 ED.
DPWH STD.SPECS., VOL. I, 1988, ED.
REFERENCE :
SPECIFICATIONS
BOOKS
1. ESTIMATING BILL OF MATERIALS BY VICENTE TAGAYUN
2. SIMPLIFIED CONSTRUCTION ESTIMATE BY MAX B. FAJARDO JR.
3. HANDBOOK OF CONSTRUCTION ESTIMATE BY RHENO A. VELASCO
4. PLUMBING DESIGN & ESTIMATE BY MAX B. FAJARDO JR.
5. ELECTRICAL LAYOUT & ESTIMATE BY MAX B. FAJARDO JR.
9. OTHER CODES AND SPECIFICATIONS:
P.D.1096 – NATIONAL BUILDING CODE
R.A. 7160 – LOCAL GOVT. CODE OF 1991
DOLE D.O. 13 SERIES 1998 – CONSTRUCTION SAFETY
DPWH D.O. 56 SERIES 2005 – CONSTRUCTION SAFETY
B.P. 344 – ACCESSIBILITY LAW
NATIONAL STRUCTURAL CODE OF THE PHILIPPINES
AMERICAN CONCRETE INSTITUTE ( ACI )
AMERICAN SOCIETY OF TESTING MATERIALS ( ASTM )
ELECTRICAL CODE OF THE PHILIPPINES
PLUMBING CODE OF THE PHILIPPINES
PHILIPPINE MECHANICAL ENGINEERING CODE
ALL MATERIALS QUALITY TESTING CODE
NVPILAR 2008
10. NATIONAL BUILDING CODE
( P.D. 1096 )
5 MAJOR DIVISIONS IN BUILDING PLANS SUBJECT TO ESTIMATE
ARCHITECTURAL AESTHETIC
STRUCTURAL
ELECTRICAL/
ELECTRONIC
SANITARY/
PLUMBING
MECHANICAL
STRENGTH
ELECTL ENGR/
ELECTRONIC ENGR
POWER, LIGHTING
& COMMUNICATION
HEALTH AND
SANITATION
NECESSITIES MECHANICAL ENGR
SANITARY ENGR/
MASTER PLUMBER
CIVIL ENGR
ARCHITECT
NVPILAR 2008
11. CLASSIFICATION OF BUILDING STRUCTURES
RESIDENTIAL – SINGLE DETACHED DWELLINGS AND DUPLEXES FOR USE OF
OWNER, “ON CAMPUS” DORMITORIES, RECTORIES, CONVENTS
AND MONASTERIES, RESIDENTIAL CONDOMINIUMS OWNED BY
OCCUPANTS, ARMY BARRACKS, ETC.
COMMERCIAL – SINGLE DETACHED DWELLINGS AND DUPLEXES FOR LEASE,
BOARDING HOUSES, APARTMENTS, ACCESORIAS, HOTELS AND
INNS, “OFF CAMPUS” DORMITORIES, TRANSPORTATION
TERMINALS AND STATIONS, NIGHT CLUBS AND DANCE HALLS,
RESTAURANTS, MARKETS AND SHOPPING CENTERS, THEATERS,
SPORTS STADIA, GRANDSTANDS, GASOLINE SERVICE STATIONS,
PARKING GARAGES, FUNERAL PARLORS, ETC.
INDUSTRIAL – FACTORIES, PLANTS, MILLS, ARSENALS, BREWERIES, PROCESSING
PLANTS, GAS GENERATING PLANTS, SHIPYARDS, AIRCRAFT
HANGARS, SLIPWAYS, DRYDOCKS AND PIERS, LUMBER MILLS,
WAREHOUSE, STORAGE TANKS, GRAIN AND CEMENT SILOS,
ETC.
NVPILAR 2008
12. INSTITUTIONAL – EDUCATIONAL INSTITUTIONS, LIBRARIES, MUSEUMS,
CLUBHOUSES, HOSPITALS, SANITARIA, ASYLUMS, HOMES
FOR THE AGED, JAILS, POLICE AND FIRE STATIONS, PLACES
OF WORSHIP, ETC.
RECREATIONAL – CINEMAS, BILLIARD HALLS, DISCO PADS, AMUSEMENT HOUSES,
ETC.
AGRICULTURAL – BARNS, POULTRY HOUSES, HATCHERIES, PIGGERIES,
STABLES, GREENHOUSES, GRANARIES, ETC.
ANCILLARY – GARAGES, CARPORTS, TANKS, TOWERS, SMOKESTACKS AND
CHIMNEYS, VAULTS, SWIMMING POOLS, PELOTA COURTS,
AVIARIES, AQUARIUMS, ZOO STRUCTURES, FIERE WALLS AND
FENCES OVER 1.8O METERS IN HEIGHT, ETC.
TEMPORARY – FIELD OFFICES, LABORERS’ QUARTERS, CANOPIES AND
RAILINGS, PROTECTIVE FENCINGS, ETC.
OTHERS – CEMETERY STRUCTURES AND MOUSOLEUMS, TOMBS, MULTI-LEVEL
NICHES, ETC.
NVPILAR 2008
13. TYPES OF CONSTRUCTION
( P.D. 1096, CHAPTER 4, SECTION 401 )
TYPE I - TYPE I BUILDING SHALL BE OF WOOD CONSTRUCTION. THE STRUCTURAL
ELEMENTS MAY BE ANY OF THE MATERIALS PERMITTED BY THIS CODE.
TYPE II - TYPE II BUILDING SHALL BE OF WOOD CONSTRUCTION WITH PROTECTIVE
FIRE RESISTANT MATERIALS AND ONE-HOUR FIRE RESISTIVE
THROUGHOUT: EXCEPT, THAT PERMANENT NON-BEARING PARTITIONS
MAY USE FIRE-RETARDANT TREATED WOOD WITHIN THE FRAMING
ASSEMBLY.
TYPE III – TYPE III BUILDING SHALL BE OF MASONRY AND WOOD CONSTRUCTION,
STRUCTURAL ELEMENTS MAY BE ANY OF THE MATERIALS PERMITTED
BY THIS CODE: PROVIDED, THAT THE BUILDING SHALL BE ONE-HOUR
FIRE – RESISTIVE THROUGHOUT. EXTERIOR WALLS SHALL BE
INCOMBUSTIBLE FIRE-RESISTIVE CONSTRUCTION
TYPE IV – TYPE IV BUILDING SHALL BE OF STEEL, IRON, CONCRETE OR MASONRY
CONSTRUCTION. WALLS, CEILING AND PERMANENT PARTITIONS SHALL
BE OF INCOMBUSTIBLE FIRE RESISTIVE CONSTRUCTION: EXCEPT, THAT
PERMANENT NON-BEARING PARTITIONS OF ONE-HOUR FIRE RESISTIVE
CONSTRUCTION MAY USE FIRE RETARTANT TREATED WOOD WITHIN THE
FRAMING ASSEMBLY.
TYPE V - TYPE V BUILDING SHALL BE FIRE-RESISTIVE. THE STRUCTURAL
ELEMENTS SHALL BE OF STEEL, IRON, CONCRETE, OR MASONRY
CONSTRUCTION. WALLS, CEILING AND PERMANENT PARTITIONS SHALL
BE OF INCOMBUSTIBLE FIRE-RESISTIVE CONSTRUCTION.
NVPILAR 2008
14. BURJ DUBAI ( DUBAI TOWER )
THE BURJ DUBAI IS A SUPERTALL SKYSCRAPER CURRENTLY UNDER CONSTRUCTION IN DUBAI, UNITED ARAB
EMIRATES. IT IS CURRENTLY THE TALLEST FREE STANDING STRUCTURES IN THE WORLD HAVING AN EXPECTED
HEIGHT OF 818 METERS BUT COULD REACH UP TO 940 METERS UPON THE SCHEDULED COMPLETION IN
SEPTEMBER 2009. THE BUILDING IS BEING BUILT BY A JOINT VENTURE OF THE SOUTH KOREAN COMPANY
SAMSUNG, THE BELGIAN COMPANY BESIX AND THE UAE COMPANY ARABTEC. IT WAS DESIGN BY ADRIAN SMITH
OF SKIDMORE, OWING AND MERRIL CONSULTANCY. THE TOTAL BUDGET FOR THE BURJ DUBAI PROJECT IS
ABOUT 4.1 BILLION DOLLARS.
*PICTURE & INFO FROM INTERNET NVPILAR 2008
15. SCOPE OF WORKS IN BUILDING CONSTRUCTION
PART - A - MOBILIZATION
PART - B - EARTHWORKS
PART - C - TERMITE CONTROL & WOOD PRESERVATIONS
PART - D - FOUNDATION WORKS
PART - E - DAMP PROOFING / MOISTURE CONTROL
PART - F - CONCRETE WORKS
PART - G - MASONRY WORKS
PART - H - CARPENTRY WORKS
PART - I - FABRICATED MATERIALS AND HARDWARE
PART - J - ROOF FRAMING WORKS
PART - K - ROOFING WORKS
PART - L - FINISHES
PART - M - PAINTING / VARNISHING
PART - N - WATER PROOFING
PART - O - SANITARY WORKS
PART - P - ELECTRICAL WORKS
PART - Q - MECHANICAL WORKS
PART - R - CONSTRUCTION SAFETY AND HEALTH (DO. 56)
NVPILAR 2008
16. PROJECT: ONE(1) STOREY (7X7 MODIFIED) CLASSROOM SCHOOL BUILDING
ARCHITECTURAL PLAN
FRONT ELEVATION REAR ELEVATION CROSS SECTION
1 2 3 3 2 1 A B C
W-1 W-1
D-1 D-1
GA 26 CORR. G I.
ROOFING
GA 26 CORR. G I.
ROOFING
W-2 W-2
D-1 W-2
CLASSROOM
FLOOR PLAN
1 2 3 1
1
2
2 3
3
A
A
A
B
B
B
C
C C
REFLECTED CEILING ROOF PLAN
CLASSROOM
CORRIDOR
D-1
D-1 W-1
W-1
W-2
W-2
EXPOSED
STEEL ‘C’
PURLINS AND
RAFTERS
SLOPE
SLOPE
SCH. OF DOORS & WINDOWS
D-1
FLUSH TYPE
HOLLOW CORE
DOOR W MARINE
PLYWOOD FACING
ON WOOD FRAME
W-1 & W-2
GLASS JALOUSIE
WINDOWS ON
ALUMINUM HOUSIG
*PLANS BY BOD NVPILAR 2008
17. STRUCTURAL PLAN
DETAIL CROSS SECTION
A B C
BASE PLATE W LONG
ANCHOR BOLTS
ROOF INSULATION CEILING
FIN. COMPRESSED BETWEEN
PURLINS AND RAFTER
CLASSROOM
COL. FTG.
WALL FTG
WELL COMPACTED
GRAVEL FILL
NGL
FGL
FFL
CORRIDOR
DOWEL
LB LB
D-1 W-2
C-PURLINS
RAFTER
ANGULAR
BRACE
CORR. GI
SHEETS
FOUNDATION PLAN
C1-F1 C1-F1
C1-F1
C1-F1
C1-F1 C1-F1
C1-F1
C1-F1
SLAB ON FILL
WF-1 WF-1
WF-1 WF-1
WF-1
WF-1
WF-1
WF-1
FOOTING COLUMN WALL FOOTING
LINTEL BEAM SPOT DETAIL
LINTEL BEAMS
*PLANS BY BOD NVPILAR 2008
18. WATER MAIN
CORPORATION COCK
METER SHUT-OFF
WATER METER
WATER PIPE
CONN. TO
WATER MAIN
GATE
VALVE
IN-HOUSE WATER
SUPPLY PIPE
KITCHEN
SINK
LAVATORY
HORIZONTAL
VENT PIPE
VENT PIPE
THRU ROOF
WATER
CLOSET
SHOWER
ROOF
GUTTER
DOWNSPOUT
CATCH
BASIN
SEPTIC
VAULT
SOIL/WASTE PIPE
CLEAN-
OUT
STORM
DRAINAGE PIPE
CATCH
BASIN
TO DRAINAGE
CANAL/SEWER
PLUMBING AND SANITARY CYCLE
( ONE STOREY STRUCTURE )
*PICTURE FROM BOOKS OF TAGAYUN
NVPILAR 2008
19. PLUMBING SYSTEM
WATER LINE INCLUDING DRAINAGE, WASTE AND VENTILATION SYSTEM OF BUILDING
VENTILATION THROUGH ROOF ( VTR )
MAIN VENT
DRY VENT
WET VENT
WASTE / SOIL PIPE
CLEAN OUT
FITTINGS
FLOOR DRAIN
HOT WATER LINE
W/ ACCESSORIES
WATER HEATER
HOT WATER RETURN
COLD WATER LINE
W/ ACCESORIES
KITCHEN SINK
FIXTURES
LAVATORIES
FIXTURES
WATER CLOSET
BATH TUB
SHOWER W/ ACCESORIES
*PICTURE FROM BOOKS OF FAJARDO. NVPILAR 2008
20. ELECTRICAL SYSTEM LAYOUT
( ONE STOREY STRUCTURES )
LIGHTING LAYOUT CONVENIENCE OUTLET LAYOUT PANEL BOARD & CABINETS
*PICTURE FROM BOOKS OF FAJARDO.
NVPILAR 2008
21. SCOPE OF WORKS % AMOUNT
I. MOBILIZATION / DEMOBILIZATION 1.0 P3,000.00
II. EARTHWORKS 2.29 6,870.00
III. SOIL POISONING 0.56 1,680.00
IV. DAMPROOFING WORKS 0.47 1,410.00
V. CONCRETE WORKS 29.65 88,950.00
VI. MASONRY WORKS 3.21 9,630.00
VII. CARPENTRY WORKS 3.54 10,620.00
VIII. FAB. MATERIALS & HARDWARE 9.08 27,240.00
IX. ROOF FRAMING WORKS 9.87 29610.00
X. ROOFING WORKS 7.20 21,600.00
XI. FINISHES 12.23 36,690.00
XII. PAINTING WORKS 6.50 19,500.00
XIII. SANITARY / PLUMBING WORKS 4.06 12,180.00
XIV. ELECTRICAL WORKS 5.34 16,020.00
XV. MECHANICAL WORKS 5.00 15,000.00
TOTAL 100.00 300,000.00
CONST. OF ONE STOREY SCHOOL BUILDING
FRONT ELEVATION
1 2 3
W-1 W-1
D-1 D-1
GA 26 CORR. G I.
ROOFING
REAR ELEVATION
3 2 1
GA 26 CORR. G I.
ROOFING
W-2 W-2
CROSS SECTION
A B C
D-1 W-2
CLASSROOM
NVPILAR 2008
FOUNDATION PLAN
C1-F1 C1-F1
C1-F1
C1-F1
C1-F1 C1-F1
C1-F1
C1-F1
SLAB ON FILL
WF-1 WF-1
WF-1 WF-1
WF-1
WF-1
WF-1
WF-1
SCH. OF DOORS & WINDOWS
D-1
FLUSH TYPE
HOLLOW CORE
DOOR W MARINE
PLYWOOD FACING
ON WOOD FRAME
W-1 & W-2
GLASS JALOUSIE
WINDOWS ON
ALUMINUM HOUSING
FLOOR PLAN
1 2 3
A
B
C
CLASSROOM
CORRIDOR
D-1 W-1
W-2
W-2
W-1 D-1
PREPARATION OF PROGRAM OF WORKS
22. A T
Q
N
M
C H
F
B V
E G
I W
K O R U
D
J
S
P
MOVE-
IN
EARTH
WORKS
2
WAIT
SOIL
POISONING
CONCRETE
WORKS
WAIT
BACKFILL
MASONRY
WORKS
PROCUREMENT/DELIVERY OF CONSTRUCTION MATERIALS
26
2
1 2
3
4
5
5
6
3
2
1
WAIT
ELECTRICAL/SANITARY ROUGH-IN
14
DAMPROOFING/SLAB ON FILL
7
3
ROOF FRAMING
8
5
WAIT
2
INST. OF PURLINS
9
ROOFING
1O
4
2
INST. GUTTER &
FLUSHING
WAIT
11
FINISHES
13
4
CARPENTRY WORKS
12
2
INST. FAB. MATLS &
HARDWARE
4
14
WAIT
PAINTING
3
15
INST. ELECT/
MECH/SANITARY
FIXTURES
1
16
MOVE
OUT
2
17
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30
CALENDAR DAYS
BUILDING CONSTRUCTION METHODOLOGY
PROJECT: ONE(1) STOREY (7m X 7m) MODIFIED SCHOOL BUILDING
( BY PERT/CPM DIAGRAM)
LEGEND:
A B
ES LS EF LF
A
ES LS
NETWORK -
ACTIVITY -
EVENT -
DUMMY -
CRITICAL PATH -
NVPILAR 2008
23. I. MOBILIZATION/DEMOB
II. EARTHWORKS
III. SOIL POISONING
IV. DAMP PROOFING WORKS
V. CONCRETE WORKS
VI. MASONRY WORKS
VII. CARPENTRY WORKS
VIII. FAB. MATLS & H’WARE
IX. ROOF FRAMING WORKS
X. ROOFING WORKS
XI. FINISHES
XII. PAINTING WORKS
XIII. SANITARY WORKS
XIV. ELECTRICAL WORKS
XV. MECHANICAL WORKS
TOTAL
PROJECTED CASH FLOW (P)
PROJECTED ACCPLMENT (%)
CUMMULATIVE CASH FLOW(P)
CUMMULATIVE ACCPLMNT(%)
SCOPE OF WORKS WT.(%)
1.00
2.29
0.56
0.47
29.65
300,000.00
3.21
3.54
9.08
9.87
7.20
12.23
6.50
4.06
5.34
5.00
100.00
AMOUNT
(PHP)
CALENDAR DAYS
5 10 15 20 25 30
3,000.00
6,870.00
1,680.00
1,410.00
88,950.00
9,630.00
10,620.00
10,620.00
27,240.00
29,610.00
21,600.00
36,690.00
19,500.00
16,020.00
15,000.00
- CRITICAL ACTIVITY
- PARALLEL ACTIVITY
NVPILAR 2008
24. I. MOBILIZATION/DEMOB
II. EARTHWORKS
III. SOIL POISONING
IV. DAMP PROOFING WORKS
V. CONCRETE WORKS
VI. MASONRY WORKS
VII. CARPENTRY WORKS
VIII. FAB. MATLS & H’WARE
IX. ROOF FRAMING WORKS
X. ROOFING WORKS
XI. FINISHES
XII. PAINTING WORKS
XIII. SANITARY WORKS
XIV. ELECTRICAL WORKS
XV. MECHANICAL WORKS
TOTAL
PROJECTED CASH FLOW (P)
PROJECTED ACCPLMENT (%)
CUMMULATIVE CASH FLOW(P)
CUMMULATIVE ACCPLMNT(%)
SCOPE OF WORKS WT.(%)
1.00
2.29
0.56
0.47
29.65
1,500.00
3,435.00 3,435.00
1,680.00
1,410.00
11,118.75 44,475.00 33,356.25
3,210.00 6,420.00
10,620.00
13,620.00 13,620.00
17,766.00 11,844.00
1,500.00
16,200.00 5,400.00
36,690.00
19,500.00
676.67 3,383.33 3,383.33 3,383.33 1,353.34
890.00 4,450.00 4,450.00 4,450.00 1,780.00
833.33 4,166.67 4,166.67 4,166.67 1,666.66
17,733.75
17,733.75 71,253.75 124,440.00 170406.00 260,580.00 300,000.00
300,000.00
39,420.00
90,174.00
45,966.00
53,186.25
53,520.00
3.21
3.54
9.08
9.87
7.20
12.23
6.50
4.06
5.34
5.00
100.00
AMOUNT
(PHP)
CALENDAR DAYS
5 10 15 20 25 30
3,000.00
6,870.00
1,680.00
1,410.00
88,950.00
9,630.00
10,620.00
10,620.00
27,240.00
29,610.00
21,600.00
36,690.00
19,500.00
16,020.00
15,000.00
5.91
5.91
17.84
23.75
17.73
41.48
15.32
56.80
30.06
86.86
13.14
100.00
NVPILAR 2008
25. I. MOBILIZATION/DEMOB
II. EARTHWORKS
III. SOIL POISONING
IV. DAMP PROOFING WORKS
V. CONCRETE WORKS
VI. MASONRY WORKS
VII. CARPENTRY WORKS
VIII. FAB. MATLS & H’WARE
IX. ROOF FRAMING WORKS
X. ROOFING WORKS
XI. FINISHES
XII. PAINTING WORKS
XIII. SANITARY WORKS
XIV. ELECTRICAL WORKS
XV. MECHANICAL WORKS
TOTAL
PROJECTED CASH FLOW (P)
PROJECTED ACCPLMENT (%)
CUMMULATIVE CASH FLOW(P)
CUMMULATIVE ACCPLMNT(%)
SCOPE OF WORKS WT.(%)
1.00
2.29
0.56
0.47
29.65
17,733.75
17,733.75 71,253.75 124,440.00 170406.00 260,580.00 300,000.00
300,000.00
39,420.00
90,174.00
45,966.00
53,186.25
53,520.00
3.21
3.54
9.08
9.87
7.20
12.23
6.50
4.06
5.34
5.00
100.00
AMOUNT
(PHP)
CALENDAR DAYS
5 10 15 20 25 30
3,000.00
6,870.00
1,680.00
1,410.00
88,950.00
9,630.00
10,620.00
10,620.00
27,240.00
29,610.00
21,600.00
36,690.00
19,500.00
16,020.00
15,000.00
5.91
5.91
17.84
23.75
17.73
41.48
15.32
56.80
30.06
86.86
13.14
100.00
25%
75%
50%
100%
5.91
56.80
41.48
23.75
86.86
TIME ELAPSED
SCHEDULED
ACCOMPLIHMENT
ACTUAL
ACCOMPLISHMENT
NVPILAR 2008
30. EXCAVATOR-USE IN
LARGE DIMENSION
EXCAVATION & DIGGING
PILE FOUNDATION DRILLING, DRIVING, BORING, GRABBING EQUIPMENT
SMALL DRILLING EQPT.
USE FOR MICRO PILES
DROP HAMMER DRIVING
RIG FOR PRE CAST PILES
HEAVY BORING RIG W/ VIBRO
HAMMER FOR BORED PILES
HEAVY CABLE GRAB
FOR BARRETTE PILES
TRUCK MIXER TANDEM WITH
PUMPCRETE USE IN POURING OF
HEAVY FOUNDATIONS.
TRUCK MOUNTED/CRAWLER CRANE -
USE TO CARRY & MANEUVER PRE CAST
PILE & STEEL CAGES.
WHEEL LOADER TANDEM W/ DUMP TRUCK -
USE FOR HAULING & DISPOSAL OF DEBRIS
AND OTHER EXCAVATED MATERIALS.
NVPILAR 2008
GENERATOR SET / WELDING MACHINE –
USE AS CONNECTORS ON HEAVY
STRUCTURAL STEEL MEMBERS.
31. TOWER CRANE – USE AS
CIRCUMFERENTIAL LIFTING
MECHANISM TO TRANSPORT
VITAL CONSTRUCTION
MATERIALS & EQUIPMENT
WHEEL LOADER TANDEM W/ DUMP TRUCK-USE
FOR HAULING & DISPOSAL OF DEBRIS AND
OTHER MATERIALS WITHIN THE PERIPHERAL
OF THE BUILDINGS
TRUCK MIXER TANDEM WITH PUMPCRETE USE
IN POURING OF HEAVY SUPERSTRUCTURE
MEMBERS.
MOBILE CRANES – USE TO
MANEUVER AROUND & OUTSIDE
THE BUILDING TO HOIST
MATERIALS & EQUIPMENT FROM
VARIOUS LOCATIONS
GENERATOR SET / WELDING MACHINE –
USE AS CONNECTORS ON HEAVY
STRUCTURAL STEEL MEMBERS.
FORMS & SCAFFOLDING – USE
AS GUIDE & SUPPORT
SYSTEM IN FORMING &
CHECKING ALIGNMENT OF
STRUCTURAL MEMBERS IN &
AROUND THE BUILDINGS.
NVPILAR 2008
35. LABOR COST DISTRIBUTION
(BUILDING ESTIMATE)
MANDAYS
%LABOR OF MAT’LS.
(APPROXIMATE)
SCOPE OF WORKS
NVPILAR 2008
A. MOBILIZATION / DEMOB. 1% OF DC
B. EARTHWORKS
a) Excavation / Backfill
b) Earth fill
c) Gravel
-
30 %
30 %
C. TERMITE CONTROL /
WOOD PRESERVATION
a) Soil Poisoning
b) Wood Preservation
30 %
30 %
36. LABOR COST DISTRIBUTION
(BUILDING ESTIMATE)
MANDAYS
%LABOR OF MAT’LS.
(APPROXIMATE)
SCOPE OF WORKS
NVPILAR 2008
D. FOUNDATION WORKS
1. SHALLOW FOUNDATION
a) Spread
b) Mat
c) Raft
2. DEEP FOUNDATION
a) Micro Piles
b) Pre-Cast Driven Piles
c) Bored Piles
d) Barrette Piles
30 %
30 %
30 %
30 %
30 %
30 %
30 %
37. LABOR COST DISTRIBUTION
(BUILDING ESTIMATE)
MANDAYS
%LABOR OF MAT’LS.
(APPROXIMATE)
SCOPE OF WORKS
NVPILAR 2008
E. DAMP PROOFING /
MOISTURE CONTROL
a) On Ground
b) Below Ground
30 %
30 %
F. CONCRETE WORKS
a) Concrete
a.1) Ready Mix
a.2) Job Mix
b) Re-bars
c) Formworks
10 – 15 %
30 %
30 %
30 %
38. LABOR COST DISTRIBUTION
(BUILDING ESTIMATE)
MANDAYS
%LABOR OF MAT’LS.
(APPROXIMATE)
SCOPE OF WORKS
NVPILAR 2008
G. MASONRY WORKS
a) Concrete Hollow Blocks 30 %
H. CARPENTRY WORKS
a) Ceiling
b) Partitions
c) Wooden Framing
d) Stairs
e) Cabinets
30 %
30 %
30 %
30 %
30 %
39. LABOR COST DISTRIBUTION
(BUILDING ESTIMATE)
MANDAYS
%LABOR OF MAT’LS.
(APPROXIMATE)
SCOPE OF WORKS
NVPILAR 2008
H. FABRICATED MAT’LS
AND HARDWARES
a) Doors
b) Windows
c) Hardware Accessories
I. ROOF FRAMING WORKS
1. Timber Trusses
2. Steel Trusses
a) Fabrication
b) Installation/Erection
c) Equipment
d) Consumables
e) Painting
30% Fab. + 10% Inst.
30% Fab. + 10% Inst.
30%
30%
30%
20%
10 - 25 %
8 %
7 %
40. LABOR COST DISTRIBUTION
(BUILDING ESTIMATE)
MANDAYS
%LABOR OF MAT’LS.
(APPROXIMATE)
SCOPE OF WORKS
NVPILAR 2008
K. ROOFING WORKS
a) Roofing Mat’ls & acc.
L. FINISHES
M. PAINTING / VARNISHING
a) Masonry Paint
b) Wooden Paint
c) Metal Paint
d) Varnishing
30 %
30 - 35 %
30 %
30 %
30 %
30 %
41. LABOR COST DISTRIBUTION
(BUILDING ESTIMATE)
MANDAYS
%LABOR OF MAT’LS.
(APPROXIMATE)
SCOPE OF WORKS
NVPILAR 2008
N. WATERPROOFING
a) Cement Base (Integral)
b) Membrane Waterproofing
c) Liquid Waterproofing
d) Hydrolithic Waterproofing
O. SANITARY WORKS
a) Plumbing Lines
b) Drainage, Waste & Vent
c) Fixtures & Accessories
30 %
30 %
30 %
30 %
30 %
30 %
15 %
42. LABOR COST DISTRIBUTION
(BUILDING ESTIMATE)
MANDAYS
%LABOR OF MAT’LS.
(APPROXIMATE)
SCOPE OF WORKS
NVPILAR 2008
P. ELECTRICAL WORKS
a) Wires & wiring
b) Conduit works
c) Panel boards & Cabinets
d) Fixtures & Accessories
30 %
30 %
5 %
10 %
43. LABOR COST DISTRIBUTION
(BUILDING ESTIMATE)
MANDAYS
%LABOR OF MAT’LS.
(APPROXIMATE)
SCOPE OF WORKS
NVPILAR 2008
Q. MECHANICAL WORKS
a) Airconditioning &
Refrigeration System
b) Water Pump
c) Automatic Water
Sprinkler System
d) Electric Elevators
e) Electric Dumbwaiter
10% - Labor(Acc.)
15% - Inst. of units
30% - Labor (Pipes & fit.)
15% - Inst. of units
30% - Labor (Pipes & fit.)
15% - Inst. Of units
30%
30%
44. SCOPE OF WORKS IN BUILDING CONSTRUCTION
PART - A - MOBILIZATION
PART - B - EARTHWORKS
PART - C - TERMITE CONTROL & WOOD PRESERVATIONS
PART - D - FOUNDATION WORKS
PART - E - DAMP PROOFING / MOISTURE CONTROL
PART - F - CONCRETE WORKS
PART - G - MASONRY WORKS
PART - H - CARPENTRY WORKS
PART - I - FABRICATED MATERIALS AND HARDWARE
PART - J - ROOF FRAMING WORKS
PART - K - ROOFING WORKS
PART - L - FINISHES
PART - M - PAINTING / VARNISHING
PART - N - WATER PROOFING
PART - O - SANITARY WORKS
PART - P - ELECTRICAL WORKS
PART - Q - MECHANICAL WORKS
PART - R - CONSTRUCTION SAFETY AND HEALTH (DO. 56)
NVPILAR 2008
46. COST ESTIMATION SYSTEM FOR BUILDINGS
ITEMS OF WORKS IN BUILDING CONSTRUCTION
(BASED ON DPWH STD. SPECS.)
PART A – MOBILIZATION
- M0VING IN OF MANPOWER, EQUIPTMENT & MATERIALS AT THE
PROJECT SITE
PART A – FACILITIES F0R THE ENGINEER
A.1.1- OFFICES & LABORATORIES - L.S.
A.1.2- VEHICLES FOR THE ENGINEER - MO./ EACH
A.1.3- ASSISTANCE TO THE ENGINEER - MONTHS
A.1.4- PHOTOGRAPHS - EACH
NVPILAR 2008
47. ITEMS OF WORKS IN BUILDING CONSTRUCTION
(BASED ON DPWH STD. SPECS.)
PART B - EARTHWORKS
ITEM 800 – CLEARING & GRUBBING - CU. M.
ITEM 801 – REMOVAL OF STRUCTURES & OBSTRUCTIONS - CU. M.
ITEM 802 – EXCAVATION - CU. M.
ITEM 803 – STRUCTURE EXCAVATION - CU. M.
ITEM 804 – EMBANKMENT - CU. M.
NVPILAR 2008
COST ESTIMATION SYSTEM FOR BUILDINGS
48. ITEMS OF WORKS IN BUILDING CONSTRUCTION
(BASED ON DPWH STD. SPECS.)
PART C – TERMITE CONTROL & WOOD PRESERVATION
ITEM 1000(A) – SOIL POISONING - LITER
ITEM 1000(B) – WOOD PRESERVATION - LITER
ITEM 1000(C) – POWDER TERMICIDE - KILOGRAMS
NVPILAR 2008
COST ESTIMATION SYSTEM FOR BUILDINGS
49. ITEMS OF WORKS IN BUILDING CONSTRUCTION
(BASED ON DPWH STD. SPECS.)
PART D – FOUNDATION WORKS
ITEM 400(4) – PRECAST CONCRETE PILES, FURNISHED - METER
ITEM 400(1) – UNTREATED TIMBER PILES, FURNISHED - METER
ITEM 400(5) – PRECAST, PRESTRESSED CONCRETE PILES, FURNISHED - METER
ITEM 400(2) – TREATED TIMBER PILES, PRESERVATIVE, FURNISHED - METER
ITEM 400(3) – STEEL H-PILES, FURNISHED - METER
ITEM 400(9) – TREATED TIMBER PILES, DRIVEN - METER
ITEM 400(8) – UNTREATED TIMBER PILES, DRIVEN - METER
ITEM 400(6) – STRUCTURAL STEEL SHEET PILES, FURNISHED - METER
ITEM 400(7) – PRECAST CONCRETE SHEET PILES, FURNISHED - METER
ITEM 400(11) – STEEL PIPES PILES - METER
ITEM 400(12) – STRUCTURAL STEEL SHEET PILES, DRIVEN - METER
ITEM 400(10) – STEEL H-PILES, DRIVEN - METER
NVPILAR 2008
COST ESTIMATION SYSTEM FOR BUILDINGS
50. ITEMS OF WORKS IN BUILDING CONSTRUCTION
(BASED ON DPWH STD. SPECS.)
ITEM 400(13) – PRECAST CONCRETE SHEET PILES, DRIVEN - METER
ITEM 400(17) – CONCRETE PILES CAST IN DRILLED HOLES - METER
ITEM 400(14) – PRECAST CONCRETE PILES, DRIVEN - METER
ITEM 400(18) – CONCRETE PILES CAST IN STEEL SHELLS - METER
ITEM 400(20) – PILE SHOES - METER
ITEM 400(22) – LOAD TEST - METER
ITEM 400(21) – SPLICES - METER
ITEM 400(15) – PRECAST, PRESTRESSED CONCRETE PILES, DRIVEN - METER
ITEM 400(19) – CONCRETE PILES CAST IN STEEL PIPES - METER
ITEM 400(23) – BORED PILES (DIA___ M) - METER
ITEM 400(24) – PERMANENT CASING (DIA___M) - METER
ITEM 400(16) – TEST PILES, FURNISHED AND DRIVEN - METER
NVPILAR 2008
COST ESTIMATION SYSTEM FOR BUILDINGS
51. NVPILAR 2006
ITEMS OF WORKS IN BUILDING CONSTRUCTION
(BASED ON DPWH STD. SPECS.)
PART E – DAMP PROOFING/MOISTURE CONTROL
SPL (1) – POLYETHELENE SHEETS - SQ. M.
SPL (2) – HYDROLITHIC WATER PROOFING - SQ. M.
COST ESTIMATION SYSTEM FOR BUILDINGS
52. NVPILAR 2008
PART F - CONCRETE WORKS
ITEM 404 – REINFORCING STEEL - KGS.
ITEM 406(1) – PRE STRESSED STRUCTURAL CONC. MEMBERS - EACH
ITEM 406(2) – PRE STRESSED CONCRETE - L.S.
ITEM 900 R. C. CONCRETE*** -CU.M.
***- Such prices and payment shall be full compensation for furnishing all
materials, including metal water stops, joint fillers, weep holes, and rock
backing and timber bumpers; for all form and false work; for mixing, placing,
furnishing, and curing the concrete; and for all labor, materials, equipment, tools
and incidentals necessary to complete the item…
ITEMS OF WORKS IN BUILDING CONSTRUCTION
(BASED ON DPWH STD. SPECS.)
COST ESTIMATION SYSTEM FOR BUILDINGS
53. ITEMS OF WORKS IN BUILDING CONSTRUCTION
(BASED ON DPWH STD. SPECS.)
PART G – MASONRY WORKS
ITEM 506(1)A- MASONRY UNIT (CHB) - SQ. M.
PART H – CARPENTRY AND JOINERY WORKS
ITEM 1OO3(A) – WOODEN CEILING - BD. FT.
ITEM 1OO3(C) – WOODEN CABINETS - BD. FT.
ITEM 1OO3(B) – WOODEN PARTITION - BD. FT.
ITEM 1OO3(D) – WOODEN STAIRS & OTHERS AS
SPECIFIED ON PLANS - BD. FT.
NVPILAR 2008
COST ESTIMATION SYSTEM FOR BUILDINGS
54. ITEMS OF WORKS IN BUILDING CONSTRUCTION
(BASED ON DPWH STD. SPECS.)
PART I – FABRICATED MATERIALS & HARDWARE
ITEM 1004 – HARDWARE -
ITEM 1004.2.1 – ROUGH HARDWARE - PCS/KILO
ITEM 1004.2.2 – FINISHING HARDWARE - PCS/SET
ITEM 1005 – STEEL WINDOWS -
ITEM 1005(A) – RESIDENTIAL CASEMENT - SQ.M.
ITEM 1005(B) – HEAVY DUTY SIDE HINGED VENTILATOR - SQ.M.
ITEM 1005(C) – PROJECTED VENTILATOR - SQ.M.
ITEM 1005(D) – AWNING VENTILATOR - SQ.M.
NVPILAR 2008
COST ESTIMATION SYSTEM FOR BUILDINGS
55. ITEMS OF WORKS IN BUILDING CONSTRUCTION
(BASED ON DPWH STD. SPECS.)
ITEM 1006 – STEEL DOORS AND FRAMES -
ITEM 1006(A) – HOLLOW STEEL DOORS - SQ.M./SET
ITEM 1006(C) – GRILLE DOOR - SQ.M./SET
ITEM 1006(B) – FLUSH DOOR - SQ.M./SET
ITEM 1006(D) – STEEL LOUVER DOOR - SQ.M./SET
ITEM 1007 – ALUMINUM GLASS DOOR, SLIDING TYPE,
DESIGNATED AS D – ON THE SCHEDULE - SQ.M.
ITEM 1007 – ALUMINUM GLASS DOORS -
NVPILAR 2008
COST ESTIMATION SYSTEM FOR BUILDINGS
56. ITEMS OF WORKS IN BUILDING CONSTRUCTION
(BASED ON DPWH STD. SPECS.)
ITEM 1008 – ALUMINUM GLASS WINDOWS -
ITEM 1008(2) – ALUMINUM CASEMENT WINDOWS - SQ.M.
ITEM 10O8(1) – ALUMINUM SLIDING WINDOWS - SQ.M.
ITEM 1008(3) – ALUMINUM AWNING WINDOWS - SQ.M.
ITEM 1009(1) – GLASS JALOUSIE WINDOWS - SQ.M.
ITEM 1009 – JALOUSIE WINDOWS -
ITEM 1009(2) – WOOD JALOUSIE WINDOWS - SQ.M.
ITEM 1010(A) – FRAMES(JAMBS, SILLS, HEAD, TRANSOMS
AND MULLIONS - SET
ITEM 1010 – WOODEN DOORS AND WINDOWS -
ITEM 1010(C) – WINDOW SACHES - SQ.M.
ITEM 1010(B) – DOOR(FLUSH OR PANEL) - SQ.M.
ITEM 1010(D) – DOOR LOCKS -
NVPILAR 2008
COST ESTIMATION SYSTEM FOR BUILDINGS
57. ITEMS OF WORKS IN BUILDING CONSTRUCTION
(BASED ON DPWH STD. SPECS.)
ITEM 1012 – GLASS AND GLAZING -
ITEM 1011 – ROLLING UP DOORS -
ITEM 1012(A) – FLOAT GLASS - SQ.M.
ITEM 1011(A) – ROLLING UP DOOR(INDICATE METAL
SIZE AND TYPE OF CURTAIN SLATE) - UNIT/SET
ITEM 1012(B) – ORDINARY WINDOW & SHEET GLASS - SQ.M.
ITEM 1012(C) – PLATE GLASS (MIRROR) - SQ.M.
NVPILAR 2008
COST ESTIMATION SYSTEM FOR BUILDINGS
58. NVPILAR 2008
PART J – ROOF FRAMING WORKS
ITEM 402(2) – TIMBER TRUSSES - BD. FT.
ITEM 402(1) – TIMBER STRUCTURES - SPAN
ITEM 403(1) – STRUCTURAL STEEL ,FURNISHED,
FABRICATED AND ERECTED - KGS
ITEM 403(2) – STRUCTURAL STEEL ,FURNISHED,
FABRICATED AND ERECTED - KGS
ITEM 403(3) – STRUCTURAL STEEL ,FURNISHED & FABRICATED - KGS
ITEM 403(4) – STRUCTURAL STEEL ,FURNISHED & FABRICATED - KGS
ITEM 403(5) – STRUCTURAL STEEL ,ERECTED - KGS
ITEM 403(6) – STRUCTURAL STEEL ,ERECTED - KGS
ITEM 403(7) – STRUCTURAL STEEL ,FURNISHED,
FABRICATED AND ERECTED - KGS
* - Where separate payment is to be made for certain metals or for certain particular components,
other than under the general provision for structural steel, designations of those particular cases
shall be inserted in the space provided in the pay names for Item 403(2), 403(4) or 403(6), as the
case may be.
ITEMS OF WORKS IN BUILDING CONSTRUCTION
(BASED ON DPWH STD. SPECS.)
COST ESTIMATION SYSTEM FOR BUILDINGS
59. ITEMS OF WORKS IN BUILDING CONSTRUCTION
(BASED ON DPWH STD. SPECS.)
PART K – ROOFING WORKS
ITEM 1013 – CORRUGATED METAL ROOFING -
ITEM 1013(A) – ROOF INSULATION - SQ.M.
ITEM 1013.2.1 – CORRUGATED ROOFING GAUGE 26 - SQ.M.
ITEM 1013.2.2 – FABRICATED METAL ROOFING ACCESSORIES
(A) – RIDGED/HIP ROLLS, FLASHING, GUTTER
& DOWNSPOUT GAUGE 26 - L.M.
(B) – VALLEYS, COUNTER FLASHING GUTTER
& DOWNSPOUT GAUGE 24 - L.M.
ITEM 1013.2.3 – ROOF VENTILATORS - EACH
NVPILAR 2008
COST ESTIMATION SYSTEM FOR BUILDINGS
60. ITEMS OF WORKS IN BUILDING CONSTRUCTION
(BASED ON DPWH STD. SPECS.)
ITEM 1014 – PRE-PAINTED METAL SHEETS -
ITEM 1014(A) – PRE-PAINTED METAL SHEETS - SQ.M.
ITEM 1015 – CLAY ROOF TILES -
ITEM 1015(A) – CLAY ROOF TILES - SQ.M.
ITEM 1017 – ROOF DRAINS WITH STRAINERS - PCS/SET
NVPILAR 2008
COST ESTIMATION SYSTEM FOR BUILDINGS
61. ITEMS OF WORKS IN BUILDING CONSTRUCTION
(BASED ON DPWH STD. SPECS.)
PART L - FINISHES
ITEM 1018 – CERAMIC TILES
ITEM 1018.2.1.1 – GLAZED TILES AND TRIMS - SQ.M.
ITEM 1018.2.1.2 – UNGLAZED TILES - SQ.M
ITEM 1019 – WOOD TILES
ITEM 1019(A) – NARRA WOOD TILES - SQ.M.
ITEM 1019(B) – TANGUILE WOOD TILES - SQ.M.
ITEM 1019(C) – OTHER SPECIES AS SPECIFIED - SQ.M.
ITEM 1020 – VINYL FLOOR TILES - SQ.M. OR L.M OR # OF PCS.
NVPILAR 2008
COST ESTIMATION SYSTEM FOR BUILDINGS
62. ITEMS OF WORKS IN BUILDING CONSTRUCTION
(BASED ON DPWH STD. SPECS.)
ITEM 1021 - CEMENT FLOOR FINISH
ITEM 1021(A) – PLAIN CEMENT FLOOR FINISH - SQ.M.
ITEM 1021(B) – COLORED CEMENT FLOOR FINISH - SQ.M.
ITEM 1021(A) – CEMENT FLOOR FINISH W/FLOOR HARDINER - SQ.M.
ITEM 1022 - STUCCO FINISH
ITEM 1022(A) - STUCCO FINISH - SQ.M.
ITEM 1023 – GRANOLITHIC MARBLE WORKS
ITEM 1023(A) – CORRIDORS - SQ.M.
ITEM 1023(B) – STAIRS LANDING, RISERS, ETC. - SQ. M. OR L.M.
ITEM 1023(C) – ROOMS AND OTHERS - SQ.M.
ITEM 1024 – PEA GRAVEL WASHOUT FINISH - SQ.M.
ITEM 1024(A) – PEA GRAVEL WASHOUT FINISH - SQ.M.
NVPILAR 2008
COST ESTIMATION SYSTEM FOR BUILDINGS
63. NVPILAR 2006
ITEMS OF WORKS IN BUILDING CONSTRUCTION
(BASED ON DPWH STD. SPECS.)
ITEM 1025 – BUSH HAMMERED FINISH
ITEM 1025(B) – FLUTED BUSH HAMMERED FINISH - SQ.M.
ITEM 1025(A) – BUSH HAMMERED FINISH - SQ.M.
ITEM 1026 – PEBBLE WASHOUT FINISH
ITEM 1026(A) – PEBBLE WASHOUT FINISH - SQ.M.
ITEM 1027 – CEMENT PLASTER FINISH
ITEM 1027(A) – CEMENT PLASTER FINISH - SQ.M.
ITEM 1027(B) – SIMULATED RED BRICKS, pn. 142 - SQ.M.
ITEM 1028 – SYNTHETIC ADOBE
ITEM 1028(A) – BUSH HAMMERED SYNTHETIC ADOBE FINISH - SQ.M.
ITEM 1028(B) – FLUTTEDBUSH HAMMERED SYNTHETIC ADOBE FINISH - SQ.M.
ITEM 1028(C) - PIQUETA TOOL FINISH / SYNTHETIC FINISH - SQ.M.
COST ESTIMATION SYSTEM FOR BUILDINGS
64. ITEMS OF WORKS IN BUILDING CONSTRUCTION
(BASED ON DPWH STD. SPECS.)
ITEM 1O29 – GRANATITE WASHOUT FINISH
ITEM 1O29(1) – GRANATITE WASHOUT FINISH - SQ.M., LM
ITEM 1030 – ACCOUSTICAL CEILING
ITEM 1030(A) – ACCOUSTICAL CEILING PANEL - SQ.M OR # OF PCS.
ITEM 1031 – ACCOUSTICAL TREATMENT
ITEM 1031.2.1 – ACCOUSTICAL TILE/BOARD/PANEL - SQ.M.
ITEM 1031.2.2 – SPRAYED-ON ACCOUSTICAL MATERIALS - SQ.M.
NVPILAR 2008
COST ESTIMATION SYSTEM FOR BUILDINGS
65. ITEMS OF WORKS IN BUILDING CONSTRUCTION
(BASED ON DPWH STD. SPECS.)
PART M – PAINTING, VARNISHING & OTHER RELATED WORKS
ITEM 1032 A – PAINTING WOKS
ITEM 1032 A(1) – PAINTING WOKS (MASONRY PAINT) - SQ.M.
ITEM 1032 A(2) – PAINTING WOKS (WOOD PAINT) - SQ.M.
ITEM 1032 A(1) – PAINTING WOKS (ROOF PAINT) - SQ.M.
ITEM 1032 E – TEXTURE FINISH - SQ.M.
ITEM 1032 D – DUCCO FINISH - SQ.M.
ITEM 1032 C – SEA-MIST FINISH - SQ.M.
ITEM 1032 B – VARNISHING - SQ.M.
NVPILAR 2008
COST ESTIMATION SYSTEM FOR BUILDINGS
66. ITEMS OF WORKS IN BUILDING CONSTRUCTION
(BASED ON DPWH STD. SPECS.)
PART N – WATERPROOFING WORKS
ITEM 1016 - WATERPROOFING
ITEM 1016(A) – CEMENT BASE WATERPROOFING - SQ.M.
ITEM 1016(B) – LIQUID WATERPROOFING - SQ.M.
ITEM 1016(C) – BUILT-UP AND PREFORMED MEMBRANE - SQ.M.
NVPILAR 2008
COST ESTIMATION SYSTEM FOR BUILDINGS
67. ITEMS OF WORKS IN BUILDING CONSTRUCTION
(BASED ON DPWH STD. SPECS.)
PART O – SANITARY WORKS
ITEM 1001 – STORM DRAINAGE AND SEWERAGE SYSTEM
ITEM 1001.2(A) – PIPE (KIND AND SIZE) - METER
ITEM 1001.2(B) – FITTINGS (KIND AND SIZE) - EACH
ITEM 1001.2(C) – CONCRETE GUTTER - METER
ITEM 1001.2(D) – CONCRETE CANAL - METER
ITEM 1001.2(E) – W.I. GRATING - METER
ITEM 1001.2(F) – CATCH BASIN - EACH
ITEM 1001.2(G) – JUNCTION BOX - EACH
NVPILAR 2008
COST ESTIMATION SYSTEM FOR BUILDINGS
68. ITEMS OF WORKS IN BUILDING CONSTRUCTION
(BASED ON DPWH STD. SPECS.)
PART P – ELECTRICAL WORKS
ITEM 1100 – CONDUITS, FOXES & FITTINGS
(1)-RSC CONDUIT PIPE- MM DIA W/ COUPLING - LENGTH
(2)-LOCKNUT & BUSHING - PAIRS
(3)-CONDULET TYPE - PIECES
(4)-CONDUIT PIPE ELBOW - PIECES
(5)-CONNECTOR - PIECES
(6)-CONDUIT CLAMP - PIECES
(7)-PVC ADAPTER - PIECES
(8)-G.I. WIRE G.A. #14 - KILOS
(9)-HACKSAW BLADE - PIECES
(10)-PVC TAPE 19MM DIA X 18MM - ROLLS
(11)-RUBBER TAPE 19MM DIA X 227G - ROLLS
(12)-PVC SOLVENT CEMENT @ 400 CC. - CANS
(13)-PVC END BALL - PIECES
(14)-OCTAGONAL JUNCTION BOX - PIECES
(15)-UTILITY BOXES - PIECES
(16)-METAL PULL BOX - PIECES
(17)-SQUARE BOX - PIECES
(18)-TELEPHONE CABINET - SET
(19)-REINFORCED CONCRETE PEDESTAL POLE - LOT
(20)-RED LEAD PAINT - LOT
(21)-WEATHER HEAD W/ TYPE F CONDULET - PIECES
(22)-GROUNDING ROD COPPERWELD 20MM DIA. X 3.00M -LENGTH
(23)-APITONG OR APPROVED EQUAL CRESOTED WOOD POLE - PIECES
(24)-ANCHOR ROD__ MM DIA - PIECES
(25)-ANCHOR LOG__ MM DIA - PIECES
(26)-POWERLOAD STUDS WITH NUTS - PIECES
NVPILAR 2008
COST ESTIMATION SYSTEM FOR BUILDINGS
69. ITEMS OF WORKS IN BUILDING CONSTRUCTION
(BASED ON DPWH STD. SPECS.)
ITEM 1101 – WIRES AND WIRING DEVICES
(1)- ELECTRIC WIRE - METER OR ROLLS
(2)- SINGLE POLE TUMBLER SWITCH - PIECES
(3)- TWO-GANG TUMBLER SWITCH - PIECES
(4)- THREE-GANG TUMBLER SWITCH - PIECES
(5)- THREE-WAY TUMBLER SWITCH - PIECES
(6)- DUPLEX CONVENIENCE RECEPTACLES - SET
(7)- HEAVY DUTY CONVENIENCE RECEPTACLES - SET
(8)- STD. TELEPHONE OUTLET BAKELITE COVER W/ 9.52 CENTER HOLE - PIECES
(9)- WDO TYPE AIRCONDITIONING OUTLET 3- PRONG POLARIZED TYPE - PIECES
(10)- BARE COPPER WIRE - METERS
(11)- GROUNDING CLAMPS FOR ELECTRIC WIRES - PIECES
(12)- MESSENGER WIRE - METERS
(13)- GUY WIRE - METERS
(14)- VIBRATING BELL - SET
(15)- TRAFFIC LIGHT CONTROL PANEL - SET
(16)- TRAFFIC LIGHT METAL ENCLOSURES COMPLET WITH RED &
GREEN LIGHT PROVIDED WITH REFLECTORS & 152MM
DIAMETER VIBRATING BELL - SET
NVPILAR 2008
COST ESTIMATION SYSTEM FOR BUILDINGS
70. ITEMS OF WORKS IN BUILDING CONSTRUCTION
(BASED ON DPWH STD. SPECS.)
ITEM 1102 – POWER LOAD CENTER, SWITCHGEAR & PANEL BOARDS
(1)- PANEL BOARD (CIRCUIT BREAKER TYPE) - SET
(2)- PANEL BOARD (SAFETY SWITCH TYPE) - SET
(3)- LOW-VOLTAGE SWITCHGEAR (LVS) COMPLETE W/ METERING
DEVICES AND ACCESSORIES - SET
(4)- POWER FUSES - PIECES
(5)- LIGHTING ARRESTERS - PIECES
(6)- AIR BREAK SWITCH - SET
(7)- ENCLOSED ACB NEMA TYPE 1 - SET
(8)- ENCLOSED ACB NEMA TYPE 3R - SET
(9)- AUTOMATIC TRANSFER SWITCH - SET
(10)- MANUAL TRANSFER SWITCH WITHOUT FUSES - PIECES
(11)- MOTOR CONTROLLER - SET
NVPILAR 2008
COST ESTIMATION SYSTEM FOR BUILDINGS
71. ITEMS OF WORKS IN BUILDING CONSTRUCTION
(BASED ON DPWH STD. SPECS.)
PART Q – MECHANICAL WORKS
ITEM 1200 – AIR CONDITIONING AND REFRIGERATION SYSTEM
(A)- COMPRESSOR, CONDENSER AND EVAPORATOR - SET
(B)- DIFFUSSER, GRILLES AND VALVES - PIECES
(C)- PIPES - LENGTH
(D)- DUCTS AND INSULATIONS - SQ.M.
(E)- PIPE INSULATIONS - METER
ITEM 1201 – WATER PUMPING
(A)- PUMP AND WATER TANK - SET
(B)- AIR COMPRESSOR - SET
(C)- PIPES - LENGTH
(D)- VALVES AND FITTINGS - PIECE
NVPILAR 2008
COST ESTIMATION SYSTEM FOR BUILDINGS
72. ITEMS OF WORKS IN BUILDING CONSTRUCTION
(BASED ON DPWH STD. SPECS.)
ITEM 1202 – AUTOMATIC WATER SPRINKLER SYSTEM
(A)- FIRE AND JOCKEY PUMPS - SET
(B)- SPRINKLER HEAD, VALVES AND FITTINGS - PIECE
(C)- PIPES - LENGHT
ITEM 1203 – ELECTRIC ELEVATOR
(A)- TRACTION OR HYDRAULIC MACHINE AND CAR - SET
(B)- HOISTWAY DOORS, COUNTER WEIGHT, GUIDE RAILS,
ANNUNCIATORS, AND HALL POSITION INDICATORS - PIECE
(C)- ELECTRICAL WIRES AND CONDUITS - LENGTH
ITEM 1204 – ELECTRIC DUMPWAITER
(A)- MACHINE - SET
(B)- CAR, DOOR AND CABLE - PIECE
(C)- ELECTRICAL WIRES AND CONDUITS - LENGHT
NVPILAR 2008
COST ESTIMATION SYSTEM FOR BUILDINGS
73. ITEMS OF WORKS IN BUILDING CONSTRUCTION
(BASED ON DPWH STD. SPECS.)
ITEM 1205 – OXYGEN, NITROUS OXIDE, VACUUM & FUEL GAS SYSTEM
(A)- OXYGEN, NITROUS OXIDE, GAS MANIFOLD AND
DUPLEX VACUUM PUMP - SET
(B)- HUMIDIFIER, VACUUM TRAP BOTTLE, OUTLETS, VALVES - PIECE
(C)- PIPES AND TUBINGS - LENGHT
ITEM 1206 – HEATING SYSTEM
(A)- BOILERS, FUEL PUMP, STORAGE TANKS AND FUEL DAY TANK
INCLUDING FOUNDATION - SET
(B)- PIPES - LENGTH
(C)- VALVES AND FITTINGS - PIECES
ITEM 1207 - BOILERS
(A)- STEAM BOILERS, AIR COMPRESSOR, HEAT EXCHANGER
AND FUEL PUMP - SET
(B)- PIPES WITH INSULATION - LENGTH
(C)- VALVES AND FITTINGS - PIECE
NVPILAR 2008
COST ESTIMATION SYSTEM FOR BUILDINGS
74. ITEMS OF WORKS IN BUILDING CONSTRUCTION
(BASED ON DPWH STD. SPECS.)
PART R- CONSTRUCTION SAFETY AND HEALTH (DO 56)
SPL -1 – PERSONAL PROTECTIVE EQUIPTMENT (PPE) - PCS.
SPL -2 – SAFETY AND HEALTH PERSONNEL - NOS.
SPL -3 – SIGNAGES AND BARRICADES - PCS.
NVPILAR 2008
COST ESTIMATION SYSTEM FOR BUILDINGS