Dpwh blue book latest edition


 

The latest edition of the DPWH Blue Book. medical-site.info DPWH Blue Book - Standard Specification for Highways & Bridges (). DPWH BLUE BOOK VOL. DPWH Blue Book - Ebook download as PDF File .pdf), Text File .txt) or read book revised the edition of the DPWH Standard Specifications for Highways, clauses 65 and 66, Part H Control of Materials of the latest DPWH Standard. Construction of government infrastructure (Philippines) facilities of the highest quality has always been the primary ma.

Author:TARRA TOTING
Language:English, Spanish, Dutch
Country:Latvia
Genre:Politics & Laws
Pages:279
Published (Last):28.04.2016
ISBN:825-4-43223-175-3
Distribution:Free* [*Register to download]
Uploaded by: REMONA

74574 downloads 102636 Views 13.72MB ePub Size Report


Dpwh Blue Book Latest Edition

DPWH Blue Book (Philippines) at PM. ano po ang latest na book for materials engineer reviewer and how much please reply me. View DPWH BLUE BOOK from ENGINEERIN at University of the City of Valenzuela (Pamantasan ng Lungsod ng Valenzuela). DPWH BLUE BOOK. Refer to DPWH Bluebook & Standard Specifications Volume II. Basis of Payment. The accepted quantities, measured as prescribed in Section

The work shall also include the preservation from injury or defacement of all objects designated to remain. The Contractor shall preserve all objects designated to remain. Paint required for cut or scarred surface of trees or shrubs selected for retention shall be an approved asphaltum base paint prepared especially for tree surgery. Clearing shall extend one 1 meter beyond the toe of the fill slopes or beyond rounding of cut slopes as the case maybe for the entire length of the project unless otherwise shown on the plans or as directed by the Engineer and provided it is within the right of way limits of the project, with the exception of trees under the jurisdiction of the Forest Management Bureau FMB. Except in areas to be excavated, stump holes and other holes from which obstructions are removed shall be backfilled with suitable material and compacted to the required density. If perishable material is burned, it shall be burned under the constant care of component watchmen at such times and in such a manner that the surrounding vegetation, other adjacent property, or anything designated to remain on the right of way will not be jeopardized. If permitted, burning shall be done in accordance with applicable laws, ordinances, and regulation. The Contractor shall use high intensity burning procedures, i. At the conclusion of each burning session, the fire shall be completely extinguished so that no smoldering debris remains. In the event that the Contractor is directed by the Engineer not to start burning operations or to suspend such operations because of hazardous weather conditions, material to be burned which interferes with subsequent construction operations shall be moved by the Contractor to temporary locations clear of construction operations and later, if directed by the Engineer, shall be placed on a designated spot and burned. Materials and debris which cannot be burned and perishable materials may be disposed off by methods and at locations approved by the Engineer, on or off the project. If disposal is by burying, the debris shall be placed in layers with the material so disturbed to avoid nesting.

The purpose of the trial sections is to check the suitability of the materials and the efficiency of the equipment and construction method which is proposed to be used by the Contractor. Therefore, the Contractor must use the same material, equipment and procedures that he proposes to use for the main work.

After final compaction of each trial section, the Contractor shall carry out such field density tests and other tests required as directed by the Engineer. If the basic conditions regarding the type of material or procedure change during the execution of the work, new trial sections shall be constructed. Aggregate subbase shall be spread with equipment that will provide a uniform layer which when compacted will conform to the designed level and transverse slopes as shown on the Plans.

The allowable tolerances shall be as specified hereunder:. Aggregate Subbase Course will be measured by the cubic meter m3. The quantity to be paid for shall be the design volume compacted in-place as shown on the Plans, and accepted in the completed course.

No allowance will be given for materials placed outside the design limits shown on the cross- sections. Trial sections shall not be measured separately but shall be included in the quantity of subbase herein measured. Aggregate for base course shall consist of hard, durable particles or fragments of crushed stone, crushed slag or crushed or natural gravel and filler of natural or crushed sand or other finely divided mineral matter.

The composite material shall be free from vegetable matter and lumps or balls of clay, and shall be of such nature that it can be compacted readily to form a firm, stable base. The base course material shall conform to Table If filler, in addition to that naturally present, is necessary for meeting the grading requirements or for satisfactory bonding, it shall be uniformly blended with the base course material on the road or in a pugmill unless otherwise specified or approved.

Filler shall be taken from sources approved by the Engineer, shall be free from hard lumps and shall not contain more than 15 percent of material retained on the 4. The existing surface shall be graded and finished as provided under Item , Subgrade Preparation, before placing the base material.

It shall be in accordance with all the requirements of Subsection Trial sections shall conform in all respects to the requirements specified in Subsection The aggregate base course shall be laid to the designed level and transverse slopes shown on the Plans.

The allowable tolerances shall be in accordance with following:. Aggregate Base Course will be measured by the cubic meter m3. The quantity to be paid for shall be the design volume compacted in-place as shown on the Plans, and accepted in the completed base course. No allowance shall be given for materials placed outside the design limits shown on the cross- sections. Trial sections shall not be measured separately but shall be included in the quantity of aggregate base course.

It shall consist of hard, durable particles or fragments of stone or gravel crushed to the size and of the quality requirements of this Item. It shall be clean and free from vegetable matters, lumps or balls of clay and other deleterious substances.

The material shall be of such nature that it can be compacted readily to form a firm, stable base. The base material shall conform to the grading requirements of Table The portion of the material passing the 0. The coarse aggregate retained on a 2. If filler, in addition to that naturally present, is necessary for meeting the grading requirements or for satisfactory bonding, it shall be uniformly blended with the crushed base course material on the road or in a pugmill unless otherwise specified or approved.

Filler shall be obtained from sources approved by the Engineer, free from hard lumps and not contain more than 15 percent of material retained on the 4. Crushed Aggregate Base Course will be measured by the cubic meter m3. Trial sections shall not be measured separately but shall be included in the quantity of crushed aggregate base course. It shall consist of any combination of gravel, sand, silt and clay or other approved combination of materials free from vegetable or other objectionable matter.

It may be materials encountered in the construction site or materials obtained from approved sources. The crushed or uncrushed granular material shall consist of hard, durable stones and rocks, of accepted quality, free from an excess of flat, elongated, soft or disintegrated pieces or other objectionable matter. It is the intent of this Specification to utilize soils existing on the roadbed if the quality is satisfactory. The soil-aggregate shall conform to the grading requirements of Table The materials passing the 4.

The plasticity index shall not be less than 4 nor more than It shall conform to the applicable requirements of Subsection Where soil-aggregate required is already in place, the Contractor shall not be responsible for its grading or quality except for removal of oversized materials as directed by the Engineer. In general, salvaged soil-aggregate to be used for lime stabilized road mix base course will consist of material meeting the requirements given in Subsection The amount of lime to be added to the soil-aggregate shall be from 3 to 12 mass percent of the dry soil.

The exact percentage to be added shall be fixed by the Engineer on the basis of preliminary laboratory tests and trial mixes of materials furnished. Lime shall not be applied during windy, rainy or impending bad weather. In the event rain occurs during the operations, work shall be promptly stopped and the entire section shall be reconstructed in accordance with this Specification. The equipment to be used by the Contractor shall include scarifying, pulverizing, mixing, spreading, hauling, watering, finishing and compacting equipment and a slurry lime distributor.

It shall be equipped with a power unit for the pump and full circulation spray bars adjustable laterally and vertically, as well as agitator to prevent setting of lime solids. These equipment shall be on the project site in good condition and shall have been approved by the Engineer, both as to type and condition, and provided with experienced operators before the start of construction. When new soil-aggregate is to be used, the existing roadbed shall be scarified lightly and bladed to uniform grade and to the cross- section shown on the Plans and shall then be rolled or watered and rolled, as directed.

If so ordered by the Engineer, depressions shall first be filled and weak portions of the roadbed strengthened with new soil-aggregate. At least one day shall then be allowed for measuring, sampling and testing for approval of quantity and gradation before the windrow is spread for application of hydrated lime. If the surface moisture of the soil-aggregate is more than 2 mass percent of the dry aggregate, the soil aggregate shall be turned by blades or disc harrows or otherwise aerated until the moisture content is reduced to 2 percent or less.

The soil-aggregate shall then be spread smoothly and uniformly over half the road or other convenient width of the surface ready for the application of hydrated lime. When material in the existing roadbed is to be used for mixing, the surface shall be scarified lightly and bladed to uniform grade and to the cross-section shown on the Plans. The reshaped surface shall then be scarified again to the depth ordered by the Engineer and in such manner as to leave a foundation of undisturbed material parallel, both in profile and cross-section, the proposed finished surface.

The loosened materials shall be bladed aside into a windrow at the side of the road, and the undisturbed material roiled, or watered and rolled, as directed. The hydrated lime shall be uniformly spread at specified percent using either the dry or slurry wet methods. It shall be distributed in successive applications, in such amount and at such intervals as directed.

The mixing equipment shall follow immediately behind the distributor, after each application to partially mix the lime with the soil-aggregate. Dry lime should not be spread under windy conditions to avoid excessive dustings. It shall be applied only to such areas as can be mixed into the soil-. Dry application encompass either spotting bags of lime in equal predetermined transverse and longitudinal intervals or applying bulk lime from suitably equipped self-unloading trucks.

An approved spreader is preferable for uniform distribution. If lime slurry is employed, the preparation facilities should be approved by the Engineer. A typical slurry ratio is 1 tonne lime to 2 cubic metre water.

The actual mixing proportion depends upon the percent of lime, specified type of soil and its moisture condition. The slurry is distributed by one or more passes over a measured area until the specified percentage based on lime solids content is obtained.

To prevent run-off and consequent non-uniformity of lime distribution, the slurry is mixed in immediately after each spreading pass.

After the last lime application and partial mixing, the entire mass of the mixture shall be windrowed on the road surface and then mixed by blading the mixture from side to side of the road, or by manipulation producing equivalent results, until the whole mass has a uniform color and the mixture is free from fat or lean spots or balls of unmixed particles.

During the mixing operations, care shall be taken to avoid cutting into the underlying course. When directed, the mixing process shall be confined to part of the width or area of the road so as to allow traffic to pass. Should the mixture show an excess, deficiency or uneven distribution of lime, the condition shall be corrected by the addition of soil-aggregate or lime as required and then remix. If the mixture contains excessive amounts of moisture or volatile matter, as may be encountered in slurry application method, it shall be bladed, aerated or otherwise manipulated until the moisture and volatile content are satisfactory.

The spreading of the mix shall not be done when the surface to be covered is in an unsatisfactory condition. When the mixing operations have been satisfactorily completed, the mixture shall be formed into a windrow of uniform cross-section. The material shall be spread by a self-propelled pneumatic-tire blade grader or a mechanical spreader of approved type. In spreading from the windrow, care shall be taken to avoid cutting into the underlying course.

After the material is spread, the surface shall be rolled.

Rolling shall be parallel to the road center line and shall commence at the outer edges of the road, overlapping the shoulders and progress toward the center, overlapping on successive passes by at least one-half the width of the roller, except that on superelevated curves rolling shall progress from the lower to the upper edge. During compaction, the surface shall be dragged or bladed as necessary to fill ruts and to remove incipient corrugation or other irregularities.

Rolling shall continue until the surface is of uniform texture and satisfactory compaction is obtained. Initial rolling shall be performed with a pneumatic tire roller and final rolling with a 3-wheel or tandem-type steel wheel roller. Rolling shall be discontinued whenever it begins to produce excessive pulverizing of the aggregate or displacement of the mixture.

When the compacted thickness of the road mix lime stabilized base course is to be more than mm, the mixture shall be spread from the windrow and compacted in two 2 approximately equal layers, the first layer to be bladed and rolled before the second layer is spread.

After the lime-stabilized base course has been finished as specified herein, the surface shall be protected against rapid drying for a period of at least five 5 days by either of the following curing methods:.

Maintain in a thorough and continuously moist condition by sprinkling with water. Cover the completed surface with a 50 mm layer of earth or sand and maintain in moist condition. Apply on the surface an asphalt membrane of the type and quantity approved by the Engineer.

Apply on the surface a liquid membrane curing compound of the type and quantity approved by the Engineer. The Contractor shall be required to maintain at his own expense the entire work within the limits of his Contract in good condition satisfactory to the Engineer from the time he first started work until all work shall have been completed.

Maintenance shall include immediate repairs of any defects that may occur before and after the lime-stabilized base course has been compacted and finished, which work shall be done by the Contractor at his own expense and repeated as may be necessary to keep the base continuously intact. Trial sections of the stabilized base shall be constructed at least 2 weeks before actual base construction.

These shall conform to the applicable requirements of Subsections The stabilized base course shall be laid to the designed level and transverse slopes shown on the Plans. The allowable tolerances shall be in accordance with Subsection The Contractor will not be permitted to drive heavy equipment over completed portions prior to the end of five 5 days curing period except pneumatic-tired equipment required for constructing adjoining sections.

Turning areas on completed portions of the base shall be protected by a layer of stable granular materials of not less than 50 mm of compacted depth.

Lime Stabilized Road Mix base Course will be measured by the cubic meter m3. The quantity to be paid for shall be the design volume compacted in place as shown on the Plans, and accepted in the completed course.

No allowance shall be given for materials placed outside the design limits shown on the cross-sections. Trial sections shall not be measured separately but shall be included in the quantity of lime stabilized road mix base course. It shall conform to the grading and quality requirements of Subsection The amount of cement to be added to the soil-aggregate shall be from 6 to 10 mass percent of the dry soil.

The exact percentage to be added shall be fixed by the Engineer on the basis of preliminary laboratory tests and trial mixes of the materials furnished by the Contractor. Strength requirements shall conform in all respects to those specified in Subsection Construction requirements and procedures shall be as prescribed under Subsections Trial sections shall not be measured separately but shall be included in the quantity of Portland Cement Stabilized Road Mix Base Course.

The accepted quantities, measured as prescribed, in Section New or Salvaged Cubic meter Soil-Aggregate. It shall conform to the applicable requirements of Item , Aggregates, Gradation A or B shall be used. Asphaltic material shall be Anionic or Cationic Emulsified Asphalt of the slow setting type meeting the requirements of Item , Bituminous Materials, Emulsified Asphalt. The amount of asphaltic material to be added to the soil-aggregate shall be from 4 to 7 mass percent of the dry soil-aggregate.

The exact percentage to be used shall be fixed by the Engineer on the basis of preliminary laboratory tests and trial mixes of the materials furnished by the Contractor. Trial Sections shall conform to the applicable requirements of Subsection The quantity to be paid for shall be the design volume compacted in place as shown on the Plans, accepted in the completed course.

Trial sections shall not be measured separately but shall be included in the quantity of Asphalt stabilized Road Mix Base Course. Portland Cement shall not be applied during windy, rainy or impending bad weather. In the event rain occurs, work shall be promptly stopped and the entire section shall be reconstructed in accordance with this Specification. The salvaged or new soil-aggregate shall be pulverized until at least 80 mass percent of all material other than stone or gravel will pass a 4.

Any material retained on a 50 mm 2 inches sieve and other unsuitable material shall be removed. If additional material is specified, it shall be blended with the existing material. All butt joints at existing pavements or other structures shall be cleaned prior to mixing. Soft or yielding areas shall be corrected prior to mixing.

The soil-aggregate to be treated shall be placed in a uniform windrow and spread to a uniform thickness to the required width.

The specified quantity of Portland Cement shall be applied uniformly in a trench on top of the windrows or spread uniformly over the soil-aggregate. Spread cement that has been lost shall be replaced, without additional compensation, before mixing is started. Mixing shall be accomplished by means of a mixer that will thoroughly blend the cement with the soil-aggregate. The mixer shall be equipped with a water metering device that will introduce the required quantity of water during the mixing cycle.

The cement soil-aggregate mixture shall be sufficiently blended to prevent the formation of cement balls when water is applied.

DPWH Blue Book | Road | Concrete

A maximum time of 2 hours shall be permitted for wet mixing, laydown, and finishing when this method is used. The soil-aggregate shall be proportioned and mixed with cement and water in a central mixing plant.

The plant shall be equipped with feeding and metering devices which will introduce the cement, soil-aggregate, and water into the mixer. Mixing shall continue until a uniform mixture has been obtained. Not more than 60 minutes shall elapse between the start of mixing and the time of starting compaction of the spread mixture. The compaction and finishing shall be completed within 2 hours of the time water is added to the mixture. The completed cement treated base shall be cured with a bituminous curing seal applied as soon as possible after the completion of final rolling.

The surface shall be kept moist until the seal is applied. The rate of application shall be between 0.

The exact rate will be determined by the Engineer. Curing seal will be applied in sufficient quantity to provide a continuous film over the base.

The film shall be maintained at least 5 days unless the treated base is protected by a subsequent course. The Contractor shall be responsible for adequate maintenance of the base at all times as specified under Subsection The quantity to be paid for shall be the design volume compacted in-place as shown on the Plans, accepted in the completed course. No allowance shall be given for materials placed outside the design limits shown.

Trial sections shall not be measured separately but shall be included in the quantity of Portland Cement Treated Plant Mix Base Course. This Item shall consist of furnishing and placing aggregate in stockpiles at locations shown on the Plans or as directed and approved by the Engineer.

The aggregate shall conform to all requirements of the specified Item No. The stockpile area, as staked by the Engineer, shall be graded, shaped and compacted to a uniform cross-section that will drain satisfactorily. The entire area shall be compacted with a minimum of three completed passes of the approved equipment. The quantity of aggregate to be paid for will be the number of cubic meters as ordered and placed in authorized stockpiles.

The stockpiles shall be measured and computed by the average end-area method. No allowance will be made for settlement or shrinkage.

This item shall consist of a wearing or top course composed of gravel or crushed aggregate and binder material, whichever is called for in the Bill of Quantities, constructed on a prepared base in accordance with this Specification and in conformity with the lines, grades and typical cross-sections shown on the Plans. The aggregate shall consist of hard, durable particles or fragments of stone or gravel and sand or other fine mineral particles free from vegetable matter and lumps or balls of clay and of such nature that it can be compacted readily to form a firm, stable layer.

It shall conform to the grading requirements shown in table The coarse aggregate material retained on the 2.

Materials Engineer Examination ng DPWH..questions

When crushed aggregate is called for in the Bill of Quantities, not less than fifty 50 mass percent of the particles retained on the 4. Aggregate surface course shall be placed in accordance with the requirements of Item , Aggregate Base Course.

Aggregate surface course shall be compacted in accordance with the requirements of Item , Aggregate Base Course. Trial sections shall be carried out for aggregate surface course in accordance with the requirements of Item , Aggregate Base Course.

The aggregate surface course shall be laid to the designed level and transverse slopes shown on the Plans. Aggregate surface course shall be measured by the cubic metre m3. The quantity to be paid for shall be the number of cubic metres of aggregate including all filler, placed, compacted and accepted in the completed course.

No allowance. Trial sections shall not be measured separately but shall be included in the quantities as measured above. The accepted quantity, measured as prescribed in Section This Item shall consist of preparing and treating an aggregate base course with material in accordance with the Plans and Specifications, preparatory to the construction of a bituminous surface course.

It shall conform to the requirements of Item , Bituminous Materials. The type and grade shall be specified in the Special Provisions. Prime coat shall be applied only to surfaces which are dry or slightly moist. No prime coat shall be applied when the weather is foggy or rainy.

The liquid bituminous material shall be sprayed by means of a pressure distributor of not less than liters capacity, mounted on pneumatic tires of such width and number that the load produced on the road surface will not exceed 1 kN kgf per cm width of tire. The tank shall have a heating device able to heat a complete charge of bituminous liquid to C. The heating device shall be such that overheating will not occur.

Consequently, the flames must not directly touch the casing of the tank containing the bituminous liquid. The liquid shall be insulated in such a way that the drop in temperature when the tank is filled with bituminous liquid at C and not heated will be less than 20C per hour. A thermometer shall be fixed to the tank in order to be able to measure continuously the temperature of the liquid. The thermometer shall be placed in such a way that the highest temperature in tank is measured.

The tank shall be furnished with a calibrated dipstick to indicate the contents. The pipes for filling the tank shall be furnished with an easily changeable filter. The distributor shall be able to vary the spray width of the bituminous liquid in maximum steps of mm to a total width of 4 m. The spraying bar shall have nozzles from which the liquid is sprayed fan-shaped on the road surface equally distributed over the total spraying width.

For adding the liquid bituminous material, the distributor shall have a pump either driven by a separate motor, or with a device to synchronize its speed with the speed of the distributor. The pump shall be furnished with an indicator showing the rate of flow.

The suction side of the pump shall have an easily changeable filter. A thermometer shall be fixed, such that it indicates the temperature of the liquid immediately before it leaves the spraying bar.

Immediately before applying the prime coat, the full width of surface to be treated shall be swept with a power broom and if necessary, scraped to remove all dirt and other objectionable materials. When required by the Engineer, immediately prior to the application of the prime coat, the surface shall be slightly sprayed with water but not saturated.

Bituminous material shall be applied by means of a pressure distributor at the temperature given in Item , Bituminous Materials. The prime coat shall be left undisturbed for a period of at least 24 hours and shall not be opened to traffic until it has penetrated and cured sufficiently so.

The Contractor shall maintain the prime coat until the next course is applied. Care shall be taken that the application of bituminous material is not in excess of the specified amount, any excess shall be blotted with sand or removed as directed by the Engineer. All areas inaccessible to the distributor shall be sprayed manually using the device for hand spraying. The surface of structures and trees adjacent to the areas being treated shall be protected in such a manner as to prevent their being spattered or marred.

Bituminous Prime Coat shall be measured by the tonne t. The quantity to be paid for shall be the number of tonnes of bituminous material applied and accepted in the completed work. This Item shall consist of preparing and treating an existing bituminous or cement concrete surface with bituminous material in accordance with the Plans and Specifications, preparatory to the construction of a bituminous surface course.

The type and grade will be specified in the Special Provisions. Tack coat shall be applied only to surfaces which are dry or slightly moist. No tack coat shall be applied when the weather is foggy or rainy. Immediately before applying the tack coat, the full width of the surface to be treated shall be cleaned of loose and foreign materials by means of a power broom or power blower, supplemented as necessary by hand sweeping.

Where required by the Engineer, immediately prior to the application of the tack coat, the surface shall be lightly sprayed with water but not saturated.

Bituminous material shall be applied by means of a pressure distributor at the temperature given in Item , Bituminous Materials, of the particular material being used. The rate of application of either the Rapid Curing Cut-back or the Emulsified Asphalt shall be within the range of 0.

Care shall be taken that the application of bituminous material is not in excess of the specified amount; any excess shall be blotted by sand or removed as directed by the Engineer. All areas inaccessible to the distributor shall be treated manually using the device for hand spraying. The surfaces of structures and trees adjacent to the areas being treated shall be protected in such a manner so as to prevent their being spattered or marred.

Traffic shall be kept off the tack coat at all times. The Contractor shall maintain the tack coat until the next course has been applied. The bituminous tack coat shall be measured by the tonne t , completed and accepted in-place. This Item shall consist of an application of bituminous material with or without an application of aggregate on an existing bituminous surface course in accordance with the Plans and Specifications.

The approximate amounts of materials per square metre for seal coats of the several types shall be as provided in Table The exact amounts to be used shall be set by the Engineer. It shall conform to the requirements of Item , Bituminous Materials, whichever is called for in the Bill of Quantities.

The type and grade of asphalt cement or cut-back asphalt will be specified in the Special Provisions.

DPWH BLUE BOOK - DPWH BLUE BOOK VOL II(2013 ed STANDARD...

Cover Aggregate for Type 2 seal coat shall consist of sand and fine screenings, reasonably free from dirt or other organic matter. Only one type of aggregate shall be used in a project unless alternative types are approved. Standard Grading A Grading B Seal coating shall not be undertaken during foggy or rainy weather or when the surface to be treated is wet. Wet cover coat material shall not be used on the work. No seal coating work shall be continued at night unless provided with sufficient lighting.

The Engineer shall always be consulted before the commencement of the work and all work shall be terminated at once in the event of rain. Seal coating operations shall not be started until the bituminous surface is thoroughly compacted by traffic and rolling.

In no event shall seal coat be placed on newly constructed or reconditioned surfaces in less than ten 10 days after such surface is laid and opened to traffic, unless ordered in writing by the Engineer.

Immediately prior to applying the bituminous material, the surface shall be cleaned of all dirt, sand, dust and objectionable material.

This cleaning shall be effected by means of a rotary power broom or a power blower, unless other. Dried mud or other foreign material which cannot be removed otherwise shall be removed by hand methods. Thank you and more power!!! Actually, the name of brand of additives is not stated in the blue bcoz blue book is a standard guideline. Not a product brochure. Still, additives are based in phil. Climate, soil strata,environment, etch. Hi po! GOOD day, badly needed din po ako. I and my dad para sa projects niya and copy paste na lang sana.

Para maturuan ko din siya in an easier way, ehehehe, plsss and thank you po pa-send sa allynestimo gmail. Godbless you.. Since Philippines did not try to update project specification adapting latest innovative technology specially concrete and steel and even test procedures. In this forum, mostly know only about the blue book volume II. Eventually blue book comprise into three volumes, volume I — about contracts, vol II roads, bridges, ports and highways, vol. III for buildings and I think includes water works.

DPWH Blue Book

I have seen volume III issued in some municipalities. And there were many updates about all this volumes. Quality in materials and craftsmanship are very essential considering we are exposed to severe and dangerous zone earthquakes, extreme weather exposure etc.

The department heads of the DPWH must be serious about the quality,. Maybe only the blue is familiar, but before the blue there is the so called red book. I have work in one of the iconic project here in KSA which is the King Abdulazis Aiport Project, but the approached in technicality is very great, not just by sticking in the specifications.

One thing that is nice is you can see how people have reviewed the roof gutters that they have and be able to avoid some of the pit falls that can happen with cheep or poorly made roof gutters. Vuba Supplies is a top notch service provider for all your flooring necessities including a range of garage floor paints, anti slip paints, wood floor paints, roof tile paint , self levelling compound , garage floor tiles and so on. Any harm requirements to be used care of correct away and not left.

Ano po ba ang advantage pag accredited materials engineer? There is a big advantages for taking accreditation for Materials Engineer. Materials Engineers for Civil Work is a part of civil engineering discipline that are conversant regarding Materials Testing, Interpreting test results, its application and moreover understanding materials behavior. To become accredited ME is very useful.

Obviously ME-II should be highly qualified and shall be competent. To highlight something in my point of view and observations for which i think this msg. Passing the exam for ME-II without any acceptable experience may not warrant as a competent materials engineer.

Here in abroad, the research and application for specification are intensive, updated, enhanced and modified. There are committee assigned for specification development and enhancement. Generally to become competent materials engineer are most likely requires extensive experience and involvement in big projects and doing the right practice but some ME-II proud to have several years of experience but still doing malpractice.

Distributing rightful technical information to all accredited ME for free and use the internet technology as tool for improvement.

Lecturers are ME I saw it in facebook. I have the latest edition of DPWH blue book. For those who are interested email me at beldenshops gmail. Pwede hingi ako ng soft copy ng dpwh blue book thru odyces16 yahoo. Maraming salamat po. Hi sir. Please kindly send me also a copy of the dpwh blue book volumes 1 and 2. Your help is very much appreciated. Hi, ilang vol ba and blue book? Pa-send naman po ng copy, ty.

Pwede po bang mkahingi ng bluebook copy. Pkisend po sa email ko aldamarmg92 gmail. Pwede po bang makahingi ng pdf copy ng dpwh bluebook. Pasend naman po sa email ko joan26balasta gmail. TY in advance. You are commenting using your WordPress. You are commenting using your Google account. You are commenting using your Twitter account. You are commenting using your Facebook account.

Notify me of new comments via email. Notify me of new posts via email. U-Chem Industries, Inc. Mindanao Bloggers WordPress. Home About Forum Post. Share this: Twitter Facebook.

Like this: Like Loading Comment by Bryan on August 25, Comment by vicubs on June 20, 5: Comment by Anonymous on December 30, 3: Comment by Anonymous on January 14, 5: Comment by abigail on May 6, 6: Comment by Abigail on September 14, 5: Comment by michael on June 12, 8: Comment by waels on July 31, 3: Any portable offices required in the Contract shall be dismantled, moved and erected from time to time as directed by the Engineer.

All offices, stores and testing laboratories shall be proficiently guarded at all times of the day and night, regularly and properly cleaned, adequately supplied and maintained for the duration of the Contract. The vehicles to be provided by the Contractor shall be to the satisfaction of the Engineer. All vehicles shall comply in all respects with all relevant Philippine national or local laws statutes and regulations.

All vehicles shall carry or be fitted with the accessories as may be prescribed by laws and have comprehensive insurance.

The vehicles on delivery shall be new and shall be driven by a competent qualified and experienced driver who shall be under the direct order of the Engineer. Unless otherwise specified, the vehicle shall at the end of the Contract become the property of the Government. Such equipment, instruments and apparatus shall include those listed in the Special Provisions. The photographs shall be sufficient in number and location to record the exact progress of the Works. The Contractor shall provide one proof print of each photograph taken, and the negative and ten copies, not less than mm x mm and printed on glossy paper, of any of the photographs by the Engineer.

The photographs retained by the Engineer will become the property of the Government and the Contractor shall supply approved albums to accommodate them. Two copies are to be signed by the Contractor, one of which will be signed by the Engineer and returned to the Contractor. Lump-sum items shall be provided for the provision of: - Office building for the Engineer including pieces of furnitures, appliances and equipment.

The quantities for the maintenance of the office and the laboratory for the Engineer shall be for the time the Engineer occupies the office and the laboratory respectively.

Similar articles


Copyright © 2019 medical-site.info.
DMCA |Contact Us