771. Minimum separation of splices when staggered?

770. Minimum time needed on the removal of forms for beams, girders, frames or arches

769. Undertaken on the highway with a cycle span of 1-5 years such as re-scaling bituminous pavement, bridge re-decking, re-gravelling, etc

768. Only undertaken when routine and periodic maintenance have been satisfied and there are still balance on the appropriation. Activities are slope protection, installation of guardrail

767. Drainage structures which collect run-off from curb and gutter and convey it to the underground corners or culvert

766. Minimum Diameter of storm pipes?

765. Drainage is an extremely important element of good highway development

764. Maximum value of e: (Super elevation) in Downtown Arterial?

K63. Maximum value of e: (Super elevation) in Urban?

762. Maximum value of e: (Super elevation) in Rural Highway?

761. A 3 dimensional view of the road

760. Admixtures used to speed up the initial set of concrete

Zi59. New type of water reducing admixtures that are used to produce flowing concrete

758. When concrete pipe cast in-place formed by first removing the soil by drilling and filling the void by concrete

757. A kind of drilling using a combination of steel casing and stabilizing mud. A temporary casing is penetrated up to an extractable length of not more than 3.0 meters

756. A type of drilling without the use of steel casing or stabilizing mud

755. What is the density of Bentonite to 1 cu.m. of water?

754. Must be within the limit of water cement ratio for concrete

753. The minimum spacing of steel bars on bored piles to ensure that concrete would still flow outwards to the walls of the bored piles

752. Required revolution of concrete mixer

751. The minimum interval of concrete pouring to avoid cold joint

750. Part of the bridge which support the load of the extreme spans and retain the approach fill

749. When the outside diameter of unfilled tubular pile is less than 355 mm, what is the required minimum thickness of the wall

748. The main objective of this design is to determine the proportion of the ingredients that will produce concrete of the proper workability when fresh and the desired stability and strength after it has hardened.

747. Minimum shoulder width?

746. The specimen for thickness determination shall have a diameter of:

745. Guardrails spacing?

744. Minimum width of paved sidewalk?

743. The Plasticity Index requirement for Aggregate Base Course should not be greater than:

741. A variation orders may be in the form of the following except:

740. The procurement process from the opening of bids up to the award of contract shall not exceed:

739. The best aid in locating and identifying areas of discussion in an inspection report are:

737. Which of the following is the main purpose of the first advance payment to a contractor?

735. Which of the following scheduling features does not describe the bar chart?

A32. In laying the stone components of Item 506 (Stone Masonry), the exposed faces of the individual stones should be:

731. Rock used in gabions shall consists of hard, durable rock pieces that will not deteriorate when submerged in water or exposed to severe weather condition, and should be uniformly graded in sizes ranging from:

729. What class of structural concrete is generally used for reinforced sections, railings, pre-cast piles, cribbing and for filler in steel grid floors?

726. A rehabilitation of asphalt pavement is undertaken by a District Office. Per approved program of work, Item 201 was included in the pay items. However, during construction, the Materials Engineer certified that the existing base course material is still of good quality. As project/resident engineer, what is the best recommendation?

725.In tem 200ーAggregate Subbase Course, the fraction passing the 0.425 mm (No. 40) sieve should have a liquid limit not greater than:

724. If 95% of a soil passes the No. 200 mm sieve, its particle size distribution is best determined by:

723. Ordinarily, what is the absolute volume of cement in a concrete mix?

722. Clay can be made plastic by:

720. When the average thickness of the concrete pavement per lot is deficient by 5 mm, payment for the lot should be:

719. Which of the following factors does not affect the stability of an embankment?

718. What do you call the total covering area of a river system?

717. What do you call the limit of drainage of a river system?

716. Which of the following is not a result of river mouth inmprovement works?

Livestreaming of DPWH Procurement Activities from Facebook Pages to YouTube Channels

Maximum calendar days ( Procurement Latest Allowable Time ) for Goods

Maximum calendar days ( Procurement Latest Allowable Time ) for Infrastructure Projects for ABC 50M and below

Maximum calendar days ( Procurement Latest Allowable Time ) for Infrastructure Projects for ABC above 50M

Maximum calendar days ( Procurement Latest Allowable Time ) for Consulting Services

Minimum calendar days ( Procurement Earliest Possible Time ) for Goods

Minimum calendar days ( Earliest Possible Time ) for Infrastructure Projects

Minimum calendar days ( Earliest Possible Time ) for Consulting Services

CONSTRUCTION OF STONE MASONRY FOR CATCH BASIN/HEADWALLS OF CULVERTS SHALL BE IN CONFORMITY WITH THE LINES, GRADES, SECTIONS AND DIMENSIONS SHOWN ON THE PLANS OR AS ORDERED IN WRITING BY THE PROJECT ENGINEER. THE STONE SHALL BE CLEAN, HARD AND DURABLE AND SHALL BE SUBJECT FOR ENGINEERS APPROVAL. THE STONES SHALL HAVE A THICKNESS NOT LESS THAN _____ MM. AND WIDTH OF NOT LESS THAN _____ TIMES THEIR RESPECTIVE THICKNESS AND LENGTHS OF NOT LESS THAN ______ TIMES THEIR RESPECTIVE WIDTHS.

STONE MASONRY, THE FINISH FOR EXPOSED FACE STONES SHALL BE PITCHED TO THE LINE ALONG THE BEDS AND JOINTS. THE MAXIMUM PROJECTION OF ROCK FACES BEYOND THE PITCH LINES SHALL BE MORE THAN _____ MM.

PREPARATION AND SUBMISSION OF "AS-STAKED" PLAN (Time Duration in Calendar Days) Road, Bridges and Flood Control Projects Below 50M

PREPARATION AND SUBMISSION OF "AS-STAKED" PLAN (Time Duration in Calendar Days) Building 50M up to 100M

PREPARATION AND SUBMISSION OF "AS-STAKED" PLAN (Time Duration in Calendar Days) Road, Bridge and Flood Control Projects 50M up to 100M

PREPARATION AND SUBMISSION OF "AS-STAKED" PLAN (Time Duration in Calendar Days) Road, Bridge and Flood Control Projects 100M up to 150M

PREPARATION AND SUBMISSION OF "AS-STAKED" PLAN (Time Duration in Calendar Days) Building Projects 100M up to 150M

PREPARATION AND SUBMISSION OF "AS-STAKED" PLAN (Time Duration in Calendar Days) Road, Bridge and Flood Control Projects 150M up to 200M

PREPARATION AND SUBMISSION OF "AS-STAKED" PLAN (Time Duration in Calendar Days) Road Projects Above 200M

PREPARATION AND SUBMISSION OF "AS-STAKED" PLAN (Time Duration in Calendar Days) Bridge Projects Above 200M

PREPARATION AND SUBMISSION OF "AS-STAKED" PLAN (Time Duration in Calendar Days) Flood Control Projects Above 200M

PREPARATION AND SUBMISSION OF "AS-STAKED" PLAN (Time Duration in Calendar Days) Building Projects Above 200M

PREPARATION AND SUBMISSION OF "AS-STAKED" PLAN (Time Duration in Calendar Days) Building Projects 150M up to 200M

The Contractor or its duly authorized representative shall have the right to suspend work operation on any or all projects/activities along the critical path of activities after fifteen (15) calendar days from date of receipt of written notice from the Contractor to the district engineer/regional director/consultant or equivalent official, as the case may be, on any of the following grounds: