Proposed Amendments to the Implementing Guidelines of the Constructors Performance Evaluation System

 

Criteria	Maximum Rating
Workmanship	0.40
Materials	0.30
Time	0.10
Facilities	0.03
Environmental, Safety and Health (ESH)	0.07
Resources Deployment	0.10
	——
Total	1.00
	===

The assigned weight for housing and building projects is higher than that for road and bridge projects in view of the complexity of the nature of the former projects. In general, the evaluation "during construction" is assigned heavier weight to encourage constructors to immediately attain satisfactory performance and be able to maintain it until substantial work has been accomplished.

6.2 Upon Completion — with a weight of 40% for road, bridge, port and harbor projects, and 30% for housing and building projects, the maximum weight for the following criteria shall be: caAICE

Criteria	Maximum Rating
Workmanship	0.40
Materials	0.30
Time	0.30
	——
Total	1.00

 

7. CRITERIA FOR EVALUATION

7.1 During Construction

a. Workmanship [Maximum Rating of 0.40]

Workmanship refers to the quality and quantity of on-going and/or completed items of work, which are verifiable, in accordance to approved plans and specifications. This aspect covers the utilization of the correct methodology needed in producing the desired quality of work. In rating this aspect, efficiency of methodology shall be considered.

In assessing/evaluating workmanship, the following procedures shall be observed: a) before going to the project site, the CPE shall identify the location of on-going and/or completed items of works based on the approved plan, and b) from the location identified, the CPEs shall select spots randomly for evaluation. The combined area of spots shall not be less than 10% of the on-going and/or completed items of works. Checklists for Workmanship for roads and bridges, housing and building, and ports and harbor projects are presented in Annexes 2, 3 & 4, respectively. Refer to Section 11.4a hereof in determining the rating for workmanship.

In case there are on-going or completed additional works or variation orders, which are verifiable, at the time of inspection, these shall be rated if said variations were approved by at least agency's Project Engineer.

b. Materials [Maximum Rating of 0.30]

To impress upon the constructors the importance of materials in producing the desired quality of an item of work, this aspect is viewed separately from workmanship as another factor in assessing performance.

Materials means the quality, quantity and type of construction materials including asphalt and ready-mixed concrete, and components supplied by entities other than the constructors as required in the contract. The constructor gets the full rating of 0.30 for materials in a particular item of work if he complies with all the five (5) criteria in the checklist for materials in Annex 5. Refer to Section 11.4b in rating materials.

Alternative construction materials used by the constructor may also be considered by the CPE in rating the materials aspect, provided there are supporting documents consisting of the approval by the owner's authorized personnel and test results. If a work item does not require the use of materials (e.g., demolition of existing structure, excavation, or scraping), the constructor automatically gets 0.30 in this aspect provided he gets the full rating in the workmanship aspect for such work item. However, if the particular item of work was not done or inadequately complied with, the rating for material shall be 0.00. Furthermore, when a particular item of work was not rated since it is no longer visible and cannot be verified, the material aspect for such item of work shall not be rated.

Materials for on-going or completed additional works, which are verifiable, at the time of inspection shall also be rated provided said variations were approved by at least the agency's Project Engineer.

Unlike the workmanship and materials aspects which are evaluated on a per item of work, the following four (4) aspects shall be appraised during each visit without particular attention to the work items completed/being completed by the constructor.

c. Time [Maximum Rating of 0.10]

This refers to the over-all accomplishment in accordance with the approved PERT/CPM or approved program of work. The constructor gets a full rating of 0.10 if he is on or ahead of schedule but gets a lower score if there is any delay or slippage attributable to his fault. The score shall depend on the percentage of delay as reflected in the checklist for time aspect presented in Annex 6. Refer to Section 11.4c in rating the time aspect.

In case there are on-going or completed additional works or variation orders, time would be rated based on effective PERT CPM and S-Curve approved by at least agency's project engineer. In case it has not yet been approved by agency's project engineer, time shall be rated based on the latest approved PERT CPM and S-curve.

d. Facilities [Maximum Rating of 0.03]

The facilities being referred to here are those set up by the constructor prior to the actual start of the project. This aspect covers the provision of project signboard, sanitary and/or field and on-site office facilities which includes the surveying, transport and communication and other equipment, appliances, utensils and other items as required in the contract. The constructor merits a full rating of 0.03 if he complies with the criteria enumerated in the checklist for facilities presented in Annex 7, Refer to Section 11.4d in rating this aspect.

In case the contract does not indicate any provision for camp facilities, to be checked are the sanitary, field and on-site office facilities provided by the constructor for its technical staff and workers.

e. Environmental, Safety and Health (ESH) [Maximum Rating of 0.07]

The constructor must learn to care for his environment and must try his best not to pollute during project prosecution. He must observe safety and health measures as required in the general and/or special contract provisions, and safeguard the lives of his workers and those of the general public. The constructor gets a full rating of 0.07 if he complies with the criteria enumerated in the checklist for ESH presented in Annex 8. Refer to Section 11.4e in rating this aspect. IEAHca

f. Resources Deployment [Maximum Rating of 0.10]

In this aspect, to be evaluated is the constructor's ability to deploy on time, based on the approved PERT/CPM or program of work, the required/pledged facilities and resources such as materials, equipment in good running condition and manpower. Refer to Section 11.4f in rating this aspect. Resources deployment checklist is presented in Annex 9.

Should there be on-going additional works or variation orders at the time of inspection not yet covered by approved variation order, the provision on this matter as stated in Section 7.1-c shall likewise be adopted.

7.2 Upon Completion

a. Workmanship [Maximum Rating of 0.50]

Workmanship is one of the three aspects to be evaluated when the project is one hundred percent (100%) complete.

The punchlists prepared by the inspectorate team may serve as additional reference for project evaluation. The constructor shall merit a full rating of 0.50 for a particular item of work if he satisfies the criteria in the checklist. Spots comprising not less than ten percent (10%) of the entire project shall be the sample size used in evaluating this aspect.

 

b. Time [Maximum Rating of 0.30]

In rating the aspect of time, comparison shall be made between the approved contract completion time including time extensions granted and actual project completion time. Completion of a project on time includes demobilization and final clean-up.

The constructor shall get a full rating of 0.30 if he is on or ahead of schedule but if the project is delayed due to his fault, he gets 0.00 regardless of the number of days delayed.

c. Materials [Maximum Rating of 0.20]

In rating the aspect of material, a full rating of 0.20 shall be given to materials in a particular item of work if he complies with all the six (6) criteria in the checklist for materials in Annex 5.

8. CPES IMPLEMENTING UNIT

To ensure the effective implementation of CPES, each government agency undertaking road, bridge, housing, building, port and harbor projects shall either create an independent unit or integrate the CPES functions in an existing unit with similar functions which shall act as the CPES Implementing Unit (IU). Ideally, the IU should be under the office of agency head but it could also be attached to the agency's audit or monitoring group. Its organization and functions are as follows:

8.1 Organization

The CPES (IU) shall be composed of the following:

a. Unit supervisor — shall act as the head of the unit;

b. Technical personnel — shall assist the head in the performance of the unit's technical functions; and

c. Administrative personnel — shall perform all the administrative and coordinative requirements of the unit.

8.2 Functions

The IU shall have technical and administrative/coordinative functions as follows:

a. Technical

a.1 Undertake agency's responsibility in the CPE accreditation processes which consist of: a) selection, coordination, endorsement and pre-screening of applications of CPE applicants; b) facilitate conduct of CPES required training and seminars; and c) undertake yearly performance evaluation of CPEs.

a.2. Orient in-house CPE members and resource persons/witnesses as enumerated in Section 9 hereof regarding CPES as well as provide the CPE with the necessary documents and references.

a.3 Review and prepare necessary CPES reports.

a.4 Act as member of the CPE as required.

b. Administrative/Coordinative

b.1 List all projects to be subjected to evaluation using CPES and identify/assign personnel to compose the CPE.

b.2 Schedule orientation-seminar on CPES for in-house CPE members and resource persons/witnesses.

b.3 Generate latest project status, schedule CPE site visits, coordinate visit with the agency's project engineer and constructor concerned, and file/safekeep all CPES related documents.

b.4 Provide the CPE with CPES documents implementing guidelines and forms, and prepare CPE travel documents as required.

b.5 Databanking and dissemination of CPES reports and documents to all concerned users within the agency, CIAP's Philippine Domestic Construction Board (PDCB),. and other interested users.

9. CONSTRUCTOR PERFORMANCE EVALUATOR/S (CPE)

Each government agency shall have the option of tapping in-house staff, third party evaluators or combination of both either as group/team or individual to compose the CPE. For those agencies whose CPE will be composed of in-house evaluators only or combination of in-house and third party evaluators, such in-house evaluators could either be assigned on a permanent or ad-hoc basis. It is necessary that all CPE members are not in any way involved with the project to be evaluated in order for them to give an objective and unbiased evaluation of the constructor's performance. cCEAHT

9.1 Minimum Qualification of CPE Evaluators

All CPE evaluators shall be accredited by the CIAP based on the minimum qualifications as follows:

a. Licensed Engineer or Architect.

b. Must have at least 5 years experience in the actual implementation of project.

c. In full enjoyment of his/her civil rights, must not have been convicted of a crime involving moral turpitude or of any other crime for which the penalty imposed upon him/her is over six (6) months of imprisonment.

d. Willing to undergo all screening requirements and accreditation course for CPES evaluators to be conducted by the CIAP's PDCB or any of its accredited training institutions.

Professionals who have substantially complied with the minimum requirements stated in items "a" to "c" above, and who by reason of trainings or experiences in construction, conducted lectures on CPES accreditation courses upon invitation by the CIAP's PDCB are automatically accredited as CPE evaluators.

9.2 Composition of CPE Evaluators

Based on the abovementioned options in the creation of CPEs, the composition for each shall be:

a. With Voting Power

Options	In-house CPE	Third Party CPE	Combination of
			In-house and Third
			Party CPE
Group or	One (1) Engineering	Two (2) or more	One (1) Engineering or
Team	or Architectural staff	Private individuals not	Architectural staff
	occupying supervisory	connected with the	occupying supervisory
	position accredited by	project to be evaluated	position accredited by
	the CIAP who shall act	accredited by CIAP.	the CIAP who shall act
	as the CPE leader.		as the CPE leader.
	One (1) or more		One (1) or more
	Engineering or		Private individuals not
	Architectural staff		connected with the
	accredited by the		project to be evaluated
	CIAP.		accredited by CIAP.
Individual	One (1) Engineering	One (1) Private or
	Architectural staff	individual, not
	occupying supervisory	connected with the
	position accredited by	project to be evaluated
	the CIAP.	accredited by CIAP.

 

b. Without Voting Power

RESOURCE PERSONS/WITNESSES

one (1) or more — Owner's and Constructor's Project Engineer and/or Consultant assigned in the project to act as resource person(s).

one (1) — (Optional) Representative from any of the CIAP accredited constructors' associations nearest to the project site, knowledgeable in project implementation to act as witness

one (1) — (Optional) Representative from the Local Government Unit (LGU) where the project is located to act as witness.

one (1) — (Optional) Representative from the end-user (e.g. social, religious, or civic organization)

10. DOCUMENTS REQUIRED FOR EVALUATION

The CPE should have the following documents for its review and reference during actual evaluation which shall be supplied by the IU and the constructor's project engineer:

10.1 IU-Supplied Documents

a. Contract documents: approved contract agreement, contract drawing, general and special/local provisions including plans and specifications, method of construction, safety and health measures

b. Approved constructor's construction program: CPM work schedule or bar chart, materials/manpower schedule, equipment schedule, organizational chart, financial chart such as S-curve or cash flow

c. Constructor's statistical reports: physical progress/status, equipment and manpower schedules based on the latest approved PERT/CPM

d. Materials testing procedures, records of tests and results, materials quality control program

e. Constructor's operational set-up: general lay-out of facilities, project office and quarters, warehouse, shops for repair/maintenance carpentry/rebar

f. List of subcontractors or suppliers

g. Punchlist (for final visit upon completion)

h. Relevant checklists, CPES evaluation form and cover sheet

10.2 Constructor's Project Engineer-Supplied Documents

a. Project log book

b. Updated records of tests/results and materials quality control program monitoring reports

c. Other related reports

11. CPES EVALUATION FORMS

The CPES evaluation form and cover sheet to be used by the CPE is contained in Annex 11 and this shall be reproduced by the IU for distribution to all CPE(s) concerned prior to site visits. THAECc

11.1 Part I — Cover Sheet

Part 1 of the form is the cover sheet, which is to be filled up by the owner's' project engineer contains the following general information: name and address constructor; name and address of owner/authorized managing officer; valid license number; ARC category; nationality of constructor; project name, location; funding source; name of constructor's project manager and materials engineer; name of government construction manager; original and revised contract amount and duration; scheduled date of project start and actual date started; and scheduled date of project completion and actual date completed (number of days advance/delayed also indicated). Other necessary information pertaining to the project may also be included on this portion.

11.2 Parts II and III — Rating Sheets

The CPE shall use Parts II and III of the form during the "construction phase" first and second visits, respectively. In case the CPE intends to conduct more than two (2) visits during this phase, Part II of the form may be reproduced to correspond to the additional number of visits it shall make. Part III shall be used for the final visit.

For Parts II and III, the CPE shall list the items of work evaluated during the visit, their corresponding percentage weights and relative percentage weights, and their rates and relative rates for both workmanship and material aspects. As defined in Section 4 hereof, the percentage weight of a particular item of work subjected to evaluation shall be computed by dividing its total cost by the total contract amount while the relative percentage weight of said. item of work shall be computed by dividing its percentage weight by the sum of the percentage weight of all evaluated items of work. The relative rate for each item of work for both aspects, which shall be computed by multiplying the rate for each item of work with corresponding relative percentage weight, shall be added and later on reflected in the Summary of Ratings along with ratings for the other aspects covered.

For Part III, the CPE, after completing the Summary of Ratings shall compute the "During Construction" Weighted Rating (A). This can be computed by adding all of the Ratings obtained for each visit during construction phase, dividing the sum of Ratings by the number of visits made, and then multiplying the quotient by sixty (60%) for road and bridge, port and harbor, projects or seventy (70%) for housing and building projects.

 

11.3 Part IV — Rating and Summary Sheet

For Part IV, which will be used for the "upon completion" visit, the CPE shall list the items of work evaluated and their corresponding percentage weights and relative percentage weights, and their rates and relative rates for the workmanship aspect. After adding all of the relative rates, the sum along with the ratings for the time aspect shall be reflected in the Summary of Ratings. To determine the "upon completion" Weighted Rating (B), the CPE shall multiply the Total Rating by forty (40%) for road and bridge, port and harbor projects and thirty (30%) for housing and building projects. The Over-all Rating, on the other hand, shall be computed by adding the "during construction" Weighted Rating (A) and "upon completion" Weighted Rating (B) and multiply the sum by one hundred percent (100%).

However, in case there are on-going or completed additional works not yet covered by an approved variation order or request for time extension which is not yet approved during the visit, the CPE using a separate form shall fill up all relevant portions such as the Rate column for the workmanship and material aspects, time and resources deployment. The ratings therewith shall be used in updating the appropriate form, either Part II, III or IV, only upon approval of the variation order or time extension.

The CPE head and members, resource persons/and witnesses present during each visit shall always affix their signature in the spaces provided for in Parts II, III and IV.

11.4 CPES Checklist

The checklist for each criteria are made to aid the accredited CPEs in the objective evaluation of constructors' performance. These checklists are coded mainly for data banking purposes.

a. Checklist for Workmanship

For identification purposes, the. checklist for workmanship for Road, Bridge, Housing, Building, Port and Harbor are coded with letters RBWS, HBWS, and PHWS, respectively. The first two letters refer to type, e.g. RB stands for Road and Bridge, and WS refers to workmanship.

The checklist for Workmanship is contained in Annex 2 for Road and Bridge Projects, Annex 3 for Port and Harbor Projects and Annex 4 for Housing and Building Projects. The CPE shall select from the checklists those items of work which are applicable for evaluation/assessment. Criteria are set for each items of work but the CPE may add other criteria in the blank spaces provided for. All additional criteria shall be submitted to CIAP for coding purposes.

The following items of work in the CPES checklist for workmanship contain identified critical criteria (in bold and italicized text; e.g. Item 311-No cracks) for which noncompliance is deemed a major defect:

1. Item 310 — Bituminous Concrete Surface Course (Hot Laid)

2. Item 311 — Portland Cement Concrete Pavement (PCCP)

3. Item 508 — Concrete Works (Road & Bridge)

4. Item 902 — Concrete Works (Road & Bridge)

5. Item 303 — Concrete Works (Housing & Building)

6. Item 902 — Concrete Works (Ports & Harbor)

Spots with a single major defect shall forfeit all points for the rest of the criteria in the checklist. Further, if the number of complying spots for any one of the identified critical complying spots are less than

The CPE shall evaluate/assess the pre-determined spots based on the criteria set for each item of work and determine if there is non-compliance or full compliance. If criteria is not applicable, CPE should place NA (not applicable) at results box. ESIcaC

Determining Results, Score, Total Score and Rate.

a.1 Determine the number of non-compliance or full compliance per criteria.

a.2 Results = Compliance / Number of spots

a.3 Score = Results x 0.40

a.4 Total Score = Sum of all the scores

a.5 Rate of an Item of Work = Total Score (a) / No. of Criteria (b)

b. Checklist for Materials

The checklist for Materials is contained in Annex 5 and starts with MAT followed by the blank space which is for the corresponding number of the item of work being evaluated. There are five (5) criteria for this aspect and all criteria shall be rated. Compliance to each criteria means full score of one (1) and non-compliance means score of zero (0).

If constructor complies with criteria number 1 which is compliance to test requirements, then the remaining 4 criteria need to be evaluated. If the constructor does not comply with criteria number 1, however, the remaining 4 criteria shall also be evaluated for CAR/PAR purposes but the final rating is automatic zero (0).

Determining Results, Score, Total Score and Rate.

a.1 Results = If criteria is complied (C) = 1 and if not-complied (NC) = 0.

a.2 Score = Compliance = 1 x 0.30; Non-compliance = 0 x 0.00

a.3 Total Score = Sum of all the Score (a).

a.4 Determine number of criteria = 5 (b).

a.5 Rate = Total Score (a) / No. of Criteria, (b).

c. Checklist for Time

The checklist for Time is contained in Annex 6. Part one is for "During Construction" and Part Two is for "Upon Completion".

Determining Results, Score and Rate.

a.1 Place check in the results box for the corresponding percentage of delays or ahead in schedule.

a.2 Equivalent Score is set for each criteria.

a.3 Rate is equal to score. (Rate Score)

d. Checklist for Facilities

The checklist for Facilities is contained in Annex 7. The CPE should verify from the site if the criteria set for facilities are complied (C) or not complied (NC). Compliance means score of one (1) and non-compliance means score of zero (0). The CPE shall select only the criteria which are applicable.

Determining Results, Score, Total Score and Rate.

a.1 Results = If criteria is complied (C) = 1 or not-complied (NC) = 0.

a.2 Score = Compliance = 1 x 0.03; Non-compliance = 0 x 0.00.

a.3 Total Score = Sum of all the Scores (a).

a.4 Determine number of criteria = 5 (b).

a.5 Rate = Total Score (a) / No. of Criteria (b).

e. Checklist for Environmental, Safety and Health (ESH)

The checklist for ESH is contained in Annex 8. These were lifted from the Department Order (DO) No. 13, series of 1998 of the Department of Labor and Employment (DOLE) entitled Guidelines Governing Occupational Safety and Health in the Construction Industry. The CPE should verify if each criteria set for this aspect is being. strictly implemented by the constructor. The CPE shall select only the criteria which are applicable.

Determining Results, Score, Total Score and Final Rating.

a.1 Results = If criteria is complied (C) = 1 and if not-complied (NC) = 0.

a.2 Score = Compliance = 1 x 0.07; Non-compliance = 0 x 0.00

a.3 Total Score = Sum of all the Score (a).

a.4 Determine number of criteria = 16 (b).

a.5 Rate = Total Score (a) / No. of Criteria (b).

f. Checklist for Resources Deployment

The checklist for Resources Deployment is contained in Annex 9. The CPE should check the actual deployment of resources (materials, manpower and equipment) and verify if the constructor complies or does not comply as per latest approved resources schedule. All criteria shall be rated. STcADa

Determining Results, Score, Total Score and Rate.

a.1 Results = If criteria is complied (C) = 1 or not compliance (NC) = 0.

a.2 Score = Compliance = 1 x 0.10 ; Non-compliance = 0 x 0.00

a.3 Total Score = Sum of all the Score (a).

a.4 Determine number of criteria = 3 (b).

a.5 Rate = Total Score (a) / No. of Criteria (b).

11.5 Corrective Action Request

The CPE shall issue CARs to the constructor for every non-conformance findings exceeding fifty percent (50%) of the total number of spots in every item of work evaluated on the project. The IO shall approve and monitor the implementation of the corrective action plan submitted by the constructor.

11.6 Constructors Performance Summary Report

The CPEs shall process and summarize all their findings on the project in the Constructor's Performance Summary Report (Annex 12) and submit it to IU. The IU shall review and finalize the report prior to submission to the CIAP and other departments within the agency for databanking and other purposes.

12. INFORMATION UTILIZATION AND DATA BANKING

The CPES rating and other information contained in the authenticated copies of Constructors Performance Summary Report (Annex 12) to be regularly provided by government agencies concerned to CIAP's PDCB and centrally maintained by the same shall be made available to all interested users either electronically or in hard copy/diskette for the following purposes:

12.1 Prequalification of Constructors — Supply the Prequalification, Bids and Award Committees (PBACs) with necessary information in the review of constructors' technical capabilities which is a requirement in IB 6.3 of the amended IRR of PD 1594.

12.2 Agency Shortlist — Provides agencies a basis for preparing/updating their shortlists for awarding of contract either by negotiated contract or simplified public bidding.

12.3 Awarding of Contracts — Provides agencies additional reference in reviewing or evaluating constructors' capability/performance in order to ensure appropriate awarding of contract.

12.4 Project Monitoring and Control — Provides agencies a good. reference for monitoring and control of the following aspects: a) contract provisions and specifications; b) problems encountered; c) compliance on safety and health regulations; and d) compliance on environmental regulations.

12.5 Issuance of Certificate of Completion and/or Final Acceptance of Project — Provides agencies additional basis for the review/evaluation of constructors' compliance on all Corrective Action Requests, (CAR) regarding defects.

12.6 Policy Formulation/Review — Provides agencies information for the evaluation of effectiveness and applicability of the IRR of PD 1594 in the aspects of prequalification, bidding, award and contract implementation.

12.7 Industry Planning — Provides agencies information on the level of performance of constructors undertaking government projects and problems encountered which can serve as additional reference for the preparation of plans and programs for the development of construction industry.

 

12.8 Granting of Credential/Incentives/Awards — Provides agencies a basis for the review of technical performance of constructors to ensure appropriate granting of recognition/incentives to good performers.

13. APPLICABILITY

These guidelines shall be applied to all constructors of all national government agencies and instrumentalities, including government owned and controlled corporations (GOCCs) undertaking road, bridge, housing, building, ports and harbor projects.

Project Management Offices (PMOs) of Local Government Units (LGUs) and private entities may also use these guidelines to evaluate their constructors project performance.

14. EFFECTIVITY

These guidelines shall become effective upon approval by the National Economic and Development Authority (NEDA) Board's Committee on Infrastructure (INFRACOM) and fifteen (15) days after publication by CIAP.

ANNEX 1

CPES FUNCTIONAL/DEPLOYMENT FLOWCHART

ANNEX 2

CHECKLIST FOR ROAD AND BRIDGE

	CPES Checklist for Workmanship
Item 100	Clearing and Grubbing
Item 101	Removal of Structure
Item 102	Excavation
Item 103	Structure Excavation
Item 104	Embankment
Item 105	Subgrade Preparation
Item 106	Compaction Equipment and Density Control Strips
Item 107	Overhaul
Item 200	Aggregate Subbase Course
Item 201	Aggregate Base Course
Item 202	Crushed Aggregate Base Course
Item 203	Lime Stabilized Road Mix Base
Item 204	Portland Cement Stabilized Road Mix Base
Item 205	Asphalt Stabilized Road Base
Item 206	Portland Cement Treated Plant Mix
Item 300	Aggregate Surface Course
Item 301	Bituminous Prime Coat
Item 302	Bituminous Tack Coat
Item 303	Bituminous Seal Coat
Item 304	Bituminous Surface Treatment
Item 305	Bituminous Penetration Macadam Pavement
Item 306	Bituminous Road Mix Surface Course
Item 307	Bituminous Plant Mix Surface Course — General
Item 308	Bituminous Plant Mix Surface Course — Cold Laid
Item 309	Bituminous Plant Mix (Stockpile Maintenance Mixture)
Item 310	Bituminous Concrete Surface Course
Item 311	Portland Cement Concrete Pavement
Item 400	Piling (Timber, Steel)
Item 400	Piling (Concrete)
Item 401	Railing (Steel, Timber)
Item 401	Railing (Masonry, Concrete)
Item 500	Pipe Culvert and Storm Drain
Item 502	Manhole Inlets and Catch Basins
Item 503	Cleaning and Reconditioning of Existing Drainage Structures
Item 504	Riprap and Grouted Riprap
Item 507	Sheet Piles (Steel, Concrete)
Item 507	Sheet Piles (Timber)
Item 508	Concrete Slope Protection
Item 602	Monuments, Markers and Guide Posts
Item 603	Guardrail (Steel/Aluminum, Concrete, Timber)
Item 603	Guardrail (Masonry)
Item 604	Fencing
Item 605	Road Signs
Item 606	Pavement Markings
Item 607	Reflective Pavement Studs
Item 608	Topsoil
Item 609	Springgings
Item 610	Sodding
Item 611	Tree Painting
Item 900	Form Works
Item 901	Reinforcing Steel Bars
Item 902	Concrete Works

 

DELAY FAULT OF: ____ Constructor ____ Project Owner ____ Others

CAUSES OF DELAY (Please indicate codes as listed below): ____________

Constructor-related Problems

C-W01 Insufficient manpower deployed in project site

C-E01 Breakdown of equipment/equipment not operational

C-E02 Lack/Insufficient/Inadequate equipment deployed in project site

C-M01 Lack/Inadequate/Insufficient supply of construction materials

C-R01 Lack of financial resources aCSEcA

Agency-related Problems

A-V01 Delays in the approval of variation orders

A-T01 Delays in the approval of contract time extension

A-S01 Delays in the approval of suspension order

A-D01 Changes in construction designs

A-F01 Delays in the releases of funds

A-R01 Right-of-Way (ROW) acquisition problem (squatter relocation problems, relocation of utilities, i.e. PLDT, MERALCO posts and other similar cases)

A-P01 Delays in acquisition of necessary permits

Other-related Problems

O-W01 Unfavorable weather condition (occurrence of natural calamities; occurrence of flooding/siltation on site; unworkable ground condition)

O-P01 Insurgence or peace and order problems/civil disturbances

O-T01 Third party intervention

O-C01 Additional Commission on Audit (COA) requirements

Note: In rating time, only delay that are attributable to the constructor should be reflected in the rating

ANNEX 7

CHECKLIST FOR FACILITIES

ANNEX 8

CHECKLIST FOR ENVIRONMENTAL, SAFETY AND HEALTH

ANNEX 9

CHECKLIST FOR RESOURCES DEPLOYMENT

ANNEX 10

CORRECTIVE ACTION REQUEST (CAR) FORM

ANNEX 11

CPES EVALUATION FORM

Part I - General Information Sheet

Part II - During Construction Rating Sheet

Part III - During Construction Rating Sheet

Part IV - Upon Completion Rating Sheet

ANNEX 12

CONSTRUCTORS PERFORMANCE SUMMARY REPORT

General Information Sheet

Non-Compliance Findings

List of Problems Encountered and

Proposed Corrective Action

Note: This summary report shall be submitted by the CPES IU to CIAP based on the evaluation results

CONSTRUCTORS PERFORMANCE SUMMARY REPORT

Project Owner	: ____________________________________
Project Implementing Office	: ____________________________________
General Information
Name of Constructor/s	: ____________________________________
Share of each Firm (if JV)	: ____________________________________
Name of AMO	: ____________________________________
Address	: ____________________________________
Valid License Number	: ____________________________________
PCAB/ARC Category	: ____________________________________
Contractors Association	: ____________________________________
Nationality (Local/Foreign)	: ____________________________________
Project Data
Date of Evaluation	: ____________________________________
Project Type	: ____________________________________
Project Name	: ____________________________________
Project Location	: ____________________________________
Funding Source	: ____________________________________
Scope of Work	: ____________________________________
Status	: ____________________________________
Name of Constructor/Gov't Proj Manager	: __________________________
Name of Constructor/Gov't Proj Engineer	: __________________________
Name of Constructor/Gov't Mat'ls Engineer	: __________________________
Name of Constructor Cost Engineer	: __________________________
Consultant/Consulting Firm	: __________________________
Contract Cost, Original	: P________	Revised : ______	as of ________
Contract Duration, Original	: _________	Revised : ______	as of ________
Scheduled Start Date	: _________	Revised : ______	as of ________
Actual Date Started	: _________
Scheduled Completion Date	: _________	Revised : ______ as of __________
% Planned Physical Accomplishment for the Month	: ____________
Actual Physical Accomplishment for the Month	: ____________
Slippage for the Month	: ____________
Variation Order (Php, M)	: ____________
Time Extension (C. D.)	: ____________
Summary of Ratings
No. of Visit		: ____________
Workmanship	(0.40/0.50)	: ____________
Materials	(0.30/0.20)	: ____________
Time	(0.10/0.30)	: ____________
Facilities	(0.03)	: ____________
Environment, Safety & Health	(0.07)	: ____________
Resources Deployment	(0.10)	: ____________
VISIT RATING		____________
FINAL RATING	:	_____________
QUALITATIVE DESCRIPTION	:	_____________

 

D. Narrative Reports

— Please highlight major positive and negative performances of constructor in summary form.

— Non-compliance of Corrective Action Request (CAR) of (no. Visit)

— Others/Remarks:

CPES EVALUATORS:

 

	Name	Signature
Team Leader	_______________________	_______________________
Members	_______________________	_______________________
	_______________________	_______________________

Noted by:

_____________________

Head, CPES-IU

ANNEX 13

SCHEDULE OF MINIMUM TEST REQUIREMENTS GOVERNING ITEMS OF WORK OF THE DPWH STANDARD SPECIFICATIONS FOR HIGHWAYS, BRIDGES AND AIRPORTS

(Applicable for Irrigation and Flood Control Projects)

Part C	Earthworks (Items 102, 103, 104, 105, 106)
Part D	Sub-base and Base Course (Items 200, 201, 202, 203, 204, 205, 206, 207)
Part E	Surface Course (Items 300, 301, 302, 303, 304, 305, 306, 307, 308,
	309, 310)
Part F	Bridge Construction (Items 311, 400, 401, 402, 403, 404, 405, 406,
	40.7, 408, 409, 410, 411)
Part G	Drainage and Slope Protection (Items 500, 501, 502, 503, 504, 505,
	506, 507, 508, 509)
Part H	Miscellaneous Structure (Item 600, 601, 602, 604, 605, 606, 607, 608,
	609, 610, 611)
Part I	Materials Details (Items 700, 701, 702, 703, 703A, 704, 705, 706, 707,
	708, 709, 710, 711, 712, 713, 714)

 

SCHEDULE OF MINIMUM TEST REQUIREMENTS GOVERNING ITEMS OF WORK OF THE DPWH STANDARD SPECIFICATIONS FOR HIGHWAYS, BRIDGES AND AIRPORTS, 1998, (VOLUME II)

PART C - EARTHWORK
ITEMS OF WORK	MINIMUM TEST REQUIREMENTS
Item 100 - Clearing & Grubbing	None
Item 101 - Removal of Structures &	None
		Obstruction
Item 102 - Excavation	Same tests as for Items 103, 104 and 105,
		whichever is applicable.
Item 103 - Structure Excavation
	If excavated materials are wasted,	If excavated materials are incorporated into the work:
	the volume involved shall be	For every 1500 cu.m. or fraction thereof:
	reported so that Quality		1-G, Grading Test
	Control requirements may be		1-P, Plasticity Test (LL, PL, PI)
	adjusted accordingly.		1-C, Laboratory Compaction Test
	Submit Project Engineer	For every 150 mm layer in uncompacted depth:
	Certificate of Waste		1-D, Field Density   HSCcTD
Item 1.04 - Embankment	For every 1500 cu.m. or fraction thereof:
			1-G, Grading Test
			1-P, Plasticity Test (LL, PL, PI)
			1-C, Laboratory Compaction Test
		For each 500 sq. m. of each layer of compacted fill
		or fraction thereof at least one group of three in-situ
		density tests. The layers shall be placed not
		exceeding 200 mm in loose measurement or based
		on the result. of compaction trials.
Item 105 - Sub-grade Preparation	Same tests as for Item 104
Item 106 - Compaction Equipment and	Same tests as for Items 104, 105, 200, 201, 202,
	Density Control Strips	203, 204, 205, 206 and 300.
Item 107 - Overhaul	None
PART D - SUBBASE AND BASE COURSE
ITEMS OF WORK	MINIMUM TEST REQUIREMENTS
Item 200 - Aggregate Subbase Course	For every 300 cu.m. or fraction thereof:
			1-G, Grading Test
			1-P, Plasticity Test (LL, PL, PI)
		For every 1500 cu.m. or fraction thereof:
			1-C, Laboratory Compaction Test
		For every 2500 cu.m. or fraction thereof:
			1-CBR, California Bearing Ratio Test
		For every layer of 150 mm of compacted depth/
		based on the results of compaction trials:
			At least one group of three in-situ density tests
			for each 500 sq.m. or fraction thereof.
Item 201 - Aggregate Base Course	For every 300 cu.m. or fraction thereof:
			1-G, Grading Test
			1-P, Plasticity Test (LL, PL, PI)
		For every 1500 cu.m. or fraction thereof:
			1-Q, Quality Test for : (Grading, Plasticity and
			Abrasion)
			1-C, Laboratory Compaction Test
		For every layer of 150 mm of compacted depth/
		based on the results of compaction trials:
			At least one. group of three in-situ density tests
			for each 500 sq.m. or fraction thereof.
Item 202 - Crush Aggregate Base Course	Same tests as for Item 201
		For every 1500 cu.m. or fraction thereof:
			1-F, Fractured Face
Item 203 - Lime Stabilized Road	A.	Soil Aggregate
	Mix Base Course Amount of Lime	For every 300 cu.m. or fraction thereof:
	to be added:		1-G, Grading Test
	3 to 12 mass percent of dry		1-P, Plasticity Test (LL, PL, PI)
	aggregate	For every 1500 cu.m. or fraction thereof:
			1-Q, Quality Test for : (Grading, Plasticity and
			Abrasion)
		B.	Mix
		For every 300 cu.m. or fraction thereof:
			1-C, Laboratory Compaction Test
			1-UC, Unconfined Compression Test
			1-CBR, California Bearing Ratio Test
		C.	Compacted Base Course
		For every layer of 150 mm of compacted depth:
			1-D, Field Density Test for every 150m or
			fraction thereof
		D.	Hydrated Lime
		For every 100 t or fraction thereof:
			1-Q, Quality Test
Item 204 - Portland Cement Stabilized Road	A.	Soil Aggregate
	Mix Base Course	Same tests as for Item 203
	Amount of Cement to be added: 6	B.	Cement
	to 10 mass % of dry soil		1-Q Quality Test for every 2000 bags of fraction
	aggregate		thereof
		C.	Water
			1-Q, Quality Test/Project Engineer's Certificate
		D.	Mix
		For every 300 cu.m. or fraction thereof:
			1-C, Laboratory Compaction Test
			1-UC, Unconfined Compression Test
			1-CBR, California Bearing Ratio Test
		E.	Compacted Base Course
		For every layer of 150 mm compacted depth
			1-D, Field density Test for every I 50m or
			fraction thereof
			1-T, thickness determination for every 150 m or
			fraction thereof
Item 205 - Asphalt Stabilized Road Mix Base	A.	Soil Aggregate
	Course		Same tests as for Item 203
	Amount of Asphalt to be added: 6	B.	Emulsified Asphalt
	to 10 mass % of dry soil		1-Q, Quality Test for every 40 to 200 drums or
	aggregate.		fraction thereof
		C.	Mix
			Same tests as for Item 203
		D.	Compacted Base Course
			Same tests as for Item 203
Item 206 - Portland Cement Treated Plant Mix	A.	Soil Aggregate
	Base course		Same tests as for Item 203
	Amount of Asphalt to be added: 6	B.	Portland Cement
	to 10 mass % of dry soil aggregate	For every 2000 bags of fraction thereof:
			1-Q, Quality Test
		C.	Water
			1-Q, Quality Test/Proj. Engr's Certificate
		D.	Same tests as for Item 204
		E.	Compacted Base Course
		For every layer of 150 mm compacted depth
			1-D, Field Density Test for every 150 m or
			fraction thereof
			1-T, Thickness determination for every 150m
			or fraction thereof
Item 207 - Aggregate Stockpile	Same tests as specified in Item No. of the Specs.
PART E - SURFACE COURSE
ITEMS OF WORK	MINIMUM TEST REQUIREMENTS
Item 300 - Aggregate Surface Course	For every 300 cu. m. or fraction thereof:
			1-G, Grading Test
			1-P, Plasticity Test (PI, LL, PI)
		For every 1500 cu.m. or fraction thereof:
			1-C, compaction Test for: (Grading, plasticity
			and Abrasion)
		For every layer of 150 mm of compacted
		depth/based on the results of compaction trials.
			At least on group of three in-situ density tests
			for each 500 sq. m. or fraction thereof.
			for crushed Gravel or Crushed Stone, 1500
			cu.m. or fraction thereof:
			1-F, Fractured face
Item 301 - Bituminous Prime Coat	Quantity: 1 to 2 L/sq.m.
		1-Q, quality Test for every 40 t or 200 drums
Item 302 - Bituminous Tack Coat	Quantity: 0.2 to 0.7 L/sq.m.
		1-Q, Quality test for every 40 t or 200 drums
Item 303 - Bituminous Seal Coat	A.	Bituminous Materials
			Quantity: 0.2 to 1.5 L/sq.m.
			1-Q, Quality Test for every 40t or 200 drums
		B.	Cover Aggregates
			Quantity: From 5 to 14 kg/sq. m.
		For every 75 cu.m./200 kg. or fraction thereof:
			1-G, grading Test
Item 3.04 - Bituminous Surface Treatment	A.	Aggregates
			Quantity:
			Using Cut-Back Asphalt or Asphalt Cement -
			13.6 to 38.0 kg/sq.m.
			Using Emulsified Asphalt - 13.6 to 19.04
			Kg/sq.m.
		For every 75 cu.m./200 kg. or fraction thereof:
			1-G, grading Test
			1-P, Plasticity Test (PL, LL, PI)
		For every 1500 cu.m. or fraction thereof:
			1-Q, Quality Test for: (Grading, Plasticity,
			Abrasion, Stripping and Bulk specific Gravity)
			1-F, Fractured Face
		B.	Bituminous Materials
			Quantity:
			Using Cut-back Asphalt or Asphalt Cement -
			1.58 to 2.04 L/sq.m.
			Using Emulsified asphalt - 1.58 to
			2.04 L/sq.m. Same test as for Item 301
Item 305 - Bituminous Penetration Macadam	A.	Aggregates
	Pavement	Quantity:
		1.	Using asphalt Cement or Rapid Curing
			Course (Crushed) -------- 90 Kg/sq.m.
			Key (Crushed) --- (13 & 11) ---- 24 kg/sq.m.
			Cover Crushed & Screened) ----- 8 kg/sq.m.
		2.	Using Emulsified Asphalt
			Course (Crushed) ---- 90 kg/sq.m.
			Choker (Crushed) ---- 10 kg/sq.m.
			Key (Crushed) ----- 18 kg/sq.m.
			Cover (Crushed or Screened) ---- 8 kg/sq.m.
			Same test as for Item 304
		B.	Bituminous Materials
			Quantity: 7.2 to 11 L/sq.m.
			Same tests as for Item 301
Item 306 - Bituminous Road Mix Surface	A.	Aggregates
	Course		Same tests as for Item 304
		B.	Bituminous Materials
			Quantity:
			1.	Using Cut-Back Asphalt - 4.5 to 7.0 mass %
				of total dry aggregate
			2.	Using Emulsified Asphalt - 6.0 to 10.0 mass
				% of total dry aggregate Same test as for
				Item 301
		C.	Mix
			Tests: For every 75 cu.m./130 t or fraction
			thereof:
			1-G, grading
			Test 1-Ext., Extraction
			1-Sty., Stability
			1-C, Laboratory Compaction
		D.	Hydrated Lime
		For every 100 t or fraction thereof:
			Tests: 1-Q, quality Test
		E.	Compacted Pavement
		For each full day's operation:
			Tests: D & T ( Density and Thickness Test) - at
			least one (1) but not more than (3) samples shall
			be taken.
Item 307 - Bituminous Plant-Mix Surface	A.	Aggregates
	Course General	For every 75 cu.m. 1200 t or fraction thereof:
			1-G & P, Grading and Plasticity Tests for every
			1500 cu.m. of fraction thereof:
			1-Q, quality Test for: (Grading, Plasticity,
			Abrasion, Stripping and Bulk Specific Gravity)
			1-F, Fractured Face
		B.	Bituminous Materials
			Quantity: 5.0 to 8.0 mass % of total dry
			aggregate
			Tests: 1-Q, Quality Test for each 40 t of fraction
			thereof
		C.	Mix
		For every 75 cu.m. /130 t of fraction thereof:
			1-G, Grading Test
			1-Ext., Extraction
			1-Sty., Stability
			1-C, Laboratory Compaction
		D.	Hydrated Lime
		For every 100 t or fraction thereof
		E.	Mineral filler
		For every 75 cu.m. or fraction thereof:
			1-G & P, grading and Plasticity Tests (LL, PL, PI)
		For each full day's operation:
			D & T (Density and Thickness Tests) - at least
			one (1) but not more than three (3) samples shall
			be taken.
Item 308 - Bituminous Plant Mix, Surface	A.	Aggregate
	Course, Cold laid		Same tests as for Item 307
		B.	Bituminous Material
			Quantity:
			Using Cut-Back Asphalt - 4.5 to 7.0 mass % of
			total dry aggregate
			Using Emulsified Asphalt - 6.0 to 10.0 mass %
			of total dry aggregate
			Tests: 1-Q, Quality Test for every 40t or 200
			drums
		C.	Mix
			Same tests as for Item 307 D. Hydrated Lime
			Same tests as for Item 307
		E.	Mineral Filler
		For every 75 cu.m. or fraction thereof:
			1-G & P; Grading and Plasticity Tests (LL, PL, PI)
		F.	Compacted Pavement
			Same tests as for Item 307
Item 309 - Bituminous Plant Mix (Stockpile	A.	Aggregate
	Maintenance Mixture)		Same tests as for Item 307
		B.	Bituminous Materials
			Quantity: 4 to 10 Mass % of total mix
			Tsts: 1-Q, Quality Test for every 40t or 200
			drums
		C.	Mix
			Same tests as for Item 307
		D.	Hydrated Lime
			Same tests as for Item 307
		E.	Mineral Filler
			Same tests as for Item 307
		F.	Compacted Pavement
			Same tests as for Item 307
Item 310 - Bituminous Concrete Surface	A.	Aggregate
	Course, Hot-Laid		Same tests as for Item 307
		B.	Bituminous Materials
			Quantity: 5 to 8 Mass % of total dry aggregates
		C.	Mix
			Same tests as for Item 307
		D.	Hydrated Lime
			Same tests as for Item 307
		E.	Mineral Filler
			Same tests as for Item 307
		F.	Compacted Pavement
			Same tests as for Item 307
Item 311	Portland Cement	A.	Cement
	Concrete Pavement		Quality: 9.00 bags cu.m. (40Kg/bag)
			Tests: For every 2000 bags or fraction thereof 1-Q,
			Quality Test
		B.	Fine Aggregate
			Quantity: 1 0.05 cu.m./cu.m. concrete (if
			rounded coarse aggregate is used)
			2. 0.54 cu.m./cu.m. concrete (if angular coarse
			aggregate is used)
			Tests: For every 1500 cu.m. or fraction thereof:
			a. For a source not yet tested, or failed in
			previous quality test:
			1-Q, Quality Test For: Grading, Elutriation
			(Wash), Bulk Specific Gravity, Absorption
			Mortar Strength, Soundness, Organic Impurities,
			unit Weight, % Clay Lumps and Shale.
			b. For a source previously tested and passed
			quality test:
			1-Q, Quality Test for: Grading, Elutriation
			(Wash), Bulk Specific Gravity, Absorption
			Mortar Strength.
		For every 75 cu.m. or fraction thereof 1-G, Grading
		Test
		C.	Course Aggregate
			Quantity:
		1.	0.77 cu.m/cu.m concrete (if rounded coarse
			aggregate is used)
		2.	0.68 cu.m/cu.m concrete (if angular coarse
			aggregate is used)
			Tests: For every 1500 cu.m or fraction
			Thereof
			a.	For a source previously tested and passed quality
				tests:
				1-Q, Quality Test for: Grading, Bulk
				Specific Gravity, Absorption and Abrasion
				For every 75 cu. m or fraction thereof:
				1-G Grading Test
		D.	Water
			Tests: 1-Certificate from Project Engineer or 1-Q,
			Quality Test, if source is questionable
		E.	Joint Filler
			1.	Poured Joint Filler
			1-Q, Quality Test on each type of ingredient for
			each shipment
			2.	Premolded Joint Filler
			1-Q, Quality Test on each thickness of filler for
			each shipment
		F.	Special Curing Agents
			1-Q, Quality Test for each shipment
		G.	Steel Bars
			For every 10,000 kg. or fraction thereof for each
			size
			1-Q, Quality Test for Bending, Tension and
			Chemical Analysis
		H.	Concrete
			Flexural Strength Test on Concrete Beam
			Sample
			1-set consisting of 3 beam samples shall
			represent a 330 sq. m of pavement, 230 mm
			depth or fraction thereof placed each day.
			Volume of concrete not more than 75 cu.m.
		I.	Completed Pavement
			Thickness determination by concrete core
			drilling on a lot basis
			Five (5) holes per km per lane or five (5) holes
			per 500 m when 2 lanes are soured concurrently.
PART F - BRIDGE CONSTRUCTION
ITEMS OF WORK	MINIMUM TEST REQUIREMENTS
Item 4.00 - Piling	A.	Timber Piles
			1-Inspection Report for each size and shipment
			of timber
		B.	Concrete Piles
			a.	Concrete
			Same tests as for Item 405
			b.	Reinforcing Steel
			Same tests as for Item 404
		C.	Structural Piles
			1-Q, Quality Test/Mill Test Certificate
			1-IR, Inspection Report
Item 401 - Railings	A.	Concrete
			Same tests as for Item 405, Class C
		B.	Reinforcing Steel
			Same tests as for Item 404
Item 402 - Timber Structures	1-Q, Quality Test on Manufacturer's Certificate
		for each type of materials used
		1-Inspection Report for each type and shipment of
		timber
Item 403 - Metal Structures	1-Q, Quality Test or Mill Test Certificate for each
		type of materials used
		1-Inspection Report for each type and shipment of
		metal used
Item 404 - Reinforcing Steel	A.	Bar reinforcement for concrete for every 10,000
			kg or fraction thereof for each size:
			1-Q, Quality Test for bending, Tension and
			Chemical Analysis
		B.	Wire and Wire Mesh
			1-Q, Quality Test
Item 405 - Structural Concrete	A.	Cement
			Quantity: (40 kg/bag)
	Class A		9.0 bags/cu.m. of concrete
	Class B		8.0 bags/cu.m. of concrete
	Class C		9.5 bags/cu.m. of concrete
	Class P		11.0 bags/cu.m. of concrete
	Tests: For every 2000 bags or fraction thereof
		1-Q, Quality Test
		B.	Fine Aggregate
			Quantity: cu.m./cu.m. of concrete
			For Rounded	For Angular
	Class A		0.50		0.54
	Class B		0.45		0.52
	Class C		0.53		0.59
	Class P		0.44		0.47
			Tests: For every 1500 cu.m or fraction thereof
			a.	For a source not yet tested or failed in
				previous quality test
				1-Q, Quality Test for: Grading, Elutriation
				(Wash), Bulk Specific Gravity, Absorption,
				Mortar Strength, Soundness, Organic Impurities,
				Unit Weight, % Clay Lumps and Shale
			b.	For a source previously tested and passed
				quality test:
			1-Q, Quality Test for: Grading, Elutriation
			(Wash), Bulk Specific Gravity, Absorption, and
		Mortar Strength
			For every 75 cu.m. or fraction thereof:
			1-G, Grading Test
		C.	Coarse Aggregates
			Quantity: cu.m./cu.m. of concrete
			For Rounded	For Angular
	Class A		0.77		0.68
	Class B		0.82		0.73
	Class C		0.70		0.68
	Class P		0.68		0.65
			Tests: For every 1500 cu.m or fraction thereof
			a.	For a source not yet tested or failed in
				previous quality tests:
				1-Q, Quality Test for: Grading, Bulk
				Specific Gravity, Absorption, Abrasion,
				Soundness and Unit Weight
			b.	For a source previously tested and passed
				quality test:
			1-Q, Quality Test for Grading, Absorption,
			Bulk Specific Gravity and Abrasion
			For every 75 cu.m. or fraction thereof:
			1-G, Grading Test
		D.	Water
			1-Certificate from Project Engineer
			1-Q, Quality Test, if source is questionable
		E.	Premolded Filler for expansion joints
			1-Q, Quality Test on each thickness of filler for
			each shipment
		F.	Steel Reinforcement
			1-Q, Quality Test for every 10,000 kg or fraction
			thereof for each size
		G.	Concrete
			Compressive strength test on concrete cylinder
			samples. 1 set consisting of 3 concrete cylinder
			samples shall be taken from each day's pouring
			and to represent not more than 75 cu.m of
			concrete or fraction thereof.
Item 406 - Prestressed Concrete Structures	A.	Concrete
			Same tests as for Item 405, Class P
		B.	Steel Reinforcement
			Same tests as for Item 404
		C.	Wire Strand
			1-Q, for every 20 t or fraction thereof
Item 407 - Concrete Structures	Same tests as for Items 403, 404, 405 and 411.
		Elastomeric Bearing Pad will be tested to determine
		its quality
Item 408 - Steel Bridges	Same tests as for Items 403 and 411
		Painting: 1-Q, One 20-L can for every 100 cans or
		fraction thereof or
		1-Q, One 4-L can for every 100 cans or fraction
		thereof
Item 409 - Welded Structural Steel	Same tests as for Item 403 and Inspection Report
Item 410 - Treated or Untreated Timber	Inspection Report for Timber
		1-Q, Quality Test for preservatives
Item 411 - Paint	1-Q, One 20-L can for every 100 cans or fraction
		thereof or
		1-Q, one 4-L can for every 100 cans or fraction
		thereof
PART G - DRAINAGE AND SLOPE PROTECTION
ITEMS OF WORK	MINIMUM TEST REQUIREMENTS
Item 500 - Pipe Culverts and Storm Drains	A.	Pipes
			Pipe for every 50 pieces: Strength, Absorption
			and Dimension
			Alternative Requirements:
			1-set consisting of 3 concrete cylinder samples
			for not more than 25 pipes cast in the field, and
			1-Inspection Report for each size for not more
			than 25 pipes cast in the field
		B.	Mortar for Joint
			Cement, Fine Aggregates and Water - Same tests
			as for Item 405
Item 501 - Underdrains	A.	Concrete Pipe (Non-Reinforced)
			0.5% of the number of pipes of each size but not
			less than 2, for strength, absorption and
			dimension Alternative Requirements: 1-set
			consisting of 3 concrete cylinder samples for not
			more than 25 pipes cast in the field, and
			1-Inspection Report for each size for not more
			than 25 pipes cast in the field.
		B.	Clay Pipe
			1-Pipe for every 200 pieces each size, with a
			minimum of 2 specimens for strength, absorption
			and dimension.
Item 502 - Manholes, inlets and Catch	A.	Concrete
	Basins		Same tests as for Item 405, Class A
		B.	Lids, Cast Iron Frames and Grating
			Inspection Report
Item 503 - Cleaning and Reconditioning	Inspection Report
	Existing Drainage Structures
Item 504 - Riprap and Grouted Riprap	Same tests as for Item 505
Item 505 - Stone Masonry	A.	Cement
			Quantity: 2 bags/cu.m. of concrete
			Tests: For every 2,000 bags or fraction thereof:
			1-Q, Quality Tests
		B.	Fine Aggregate
			Quantity: 0.17 cu.m./cu.m. of concrete
			Tests: for every 2,000 bags or fraction thereof
			1-Q, quality Test for: (Same as for Item 405)
			For every 75 cu.m. or fraction thereof:   DIESHT
		C.	Stone
			Inspection Report
		D.	Water
			1-Certificate from Project engineer or
			1-Q, quality Test, if source is questionable
Item 506 - Hand-Laid Embankment	Inspection Report
Item 507 - Sheet Piles	A.	Timber Sheet Piles
			Inspection Report
		B.	Concrete Sheet Piles
			Same tests as for Item 400
		C.	Steel Sheet Piles
			Same tests as for Item 403
Item 508 - Concrete Slope Protection	A.	Bed Course
			Same tests as for Item 200
		B.	Steel Reinforcement
			Same tests as for Item 404
		C.	Concrete
			Same tests as for Item 405
Item 509 - Gabions	1-Q, Quality Test for each shipment
PART H - MISCELLANEOUS STRUCTURE
ITEMS OF WORK	MINIMUM TEST REQUIREMENTS
Item 600 - Curb and/or Gutter	A.	Concrete
			Quantity: 0.078 cu.m./m (Curb only)
			0.092 cu.m./m (Curb and Gutter, type A)
			0.149 cu.m./m (Curb and Gutter Type B)
			0.074 cu.m./m (Curb and Gutter Type C)
			Same tests as for Item 405
		B.	Joint Filler
			Same tests as for Item 311
Item 601 - Sidewalk	A.	Concrete
			Same tests as for Item 405, Class A
		B.	Premolded Expansion Joint Filler
			Same tests as item 311
Item 602 - Monuments, Markers and Guide	A.	Concrete
	Posts		Same as for Item 405
		B.	Reinforcing Steel
			Same tests as for Item 404
		C.	Timber
			Same tests as for Item 410
		D.	Paint
			Same tests as for Item 411
		F.	Paint
			Same tests as for Item 411
Item 604 - Fencing	A.	Barbed Wire, Chain Link Fabric
			1-Q, quality Test
		B.	Concrete Post
			Same tests as for Item 405
			Steel Reinforcement: Same test as for Item 404
Item 605 - Road Sign	Inspection Report
Item 606 - Pavement Markings	Same tests as for Item 411
Item 607 - Reflective Pavement Studs.	Inspection Report
Item 608 - Topsoil	Inspection Report
Item 609 - Sprigging	Inspection Report
Item 610 - Sodding	Inspection Report
Item 611 - Tree Planting	Inspection Resort
PART I - MATERIALS DETAILS
ITEMS OF WORK	MINIMUM TEST REQUIREMENTS
Item 700 - Hydraulic Cement	Same tests as for Item 405
Item 701 - Construction Lime	1-Q, Quality test for every 100 t or fraction thereof
	(Hydrated)
Item 702 - Bituminous Materials	Same tests as for Items 301, 302, 303, 306, 307,
		308, 309 and 310
Item 703 - Aggregates	Same tests as for Item of Work specified in the
		Bill of Quantities
Item 703A - Mineral filler	Same tests as for Item 307
Item 704 - Masonry Units	1-Q, Quality Test for every 10,000 units or
		fraction thereof
Item 705 - Joint Materials	Same tests as for Item 311 and 500
Item 706 - Concrete, Clay, Plastic and Fiber	A.	Concrete Pipes
	Pipes		Same tests as for Item 500
		B.	Clay and other types of pipes
			Refer to the applicable requirements of
			AASHTO
			Test and Specification
Item 707 - Metal Pipe	Same tests as for Item 400
Item 708 - Concrete Curing Materials &	1-Q, Quality Test for each shipment
	Admixtures
Item 709 - Paints	Same tests as for Item 411
Item 710 - Reinforcing Steel and Wire, Rope	A.	Reinforcing Steel
		Same tests as for Item 404
		B.	Wire Rope
			Same tests as for item 406
Item 711 - Fence and Guardrail	A.	Fence
			Same tests as for Item 604
		B.	Guardrail
			Same tests as for Item 603
Item 712 - Structural Metal	Same tests as for Items 403 and 409
Item 713 - Treated and Untreated Timber	Same tests as for Item 410
Item 714 - Water	1-Certificate from Project Engineer or
		1-Q, Quality Test, if source is questionable

 

ANNEX 14

PHILIPPINE NATIONAL STANDARDS (CONSTRUCTION MATERIALS) FOR MANDATORY IMPLEMENTATION

LIST OF PHILIPPINE NATIONAL STANDARDS (CONSTRUCTION MATERIALS) FOR MANDATORY IMPLEMENTATION

		BPS
CLASSIFICATION/NAME OF MATERIALS	DESIGNATION NO.
Cement and Lime
	Portland cement — Specification	PNS 7:2000
	Pozzolan cement — Specification	PNS 63:1989
Ceramic and Ceramic Products
	Sanitary wares — Specification	PNS 156:1992
Electric Wires and Cables
	Unplasticized polyvinyl chloride (uPVC) electrical conduit — Specification	PNS 14:1983
	Thermoplastic Electric Wires and Cables	PNS 35:1990
	Electrical products- Polyvinyl chloride insulated flexible cords — Specification	PNS 163:1994
Lamps and Related Equipment
	Ballast for tubular fluorescent lamps — General and safety requirements	PNS 12-1:1997
	Ballast for tubular fluorescent lamps — Performance requirements	PNS 12-2:1997
	Ballast for high pressure mercury vapor lamps — Specification	PNS 105:1986
	AC supplied electronic ballasts for tubular fluorescent lamps Part 1: General	PNS 135-1:1997
	and safety requirements
	AC supplied electronic ballasts for tubular fluorescent lamps Part 2:	PNS 135-2:1997
	Performance requirements
	Circuit breakers, Moulded case — Specification	PNS 519:1997
	Low voltage switchgear and controlgear Part 2: Circuit Breaker	PNS 1573:1997
	Unplasticized polyvinyl chloride (uPVC) electrical conduit — Specification	PNS 14:1987
	Double-capped fluorescent lamps — Performance specifications	PNS IEC 60081:2001
	Lamps — Self ballasted lamps for general lighting services — Part 1: Safety	PNS 603-1:1993
	requirements
	Lamps — Self ballasted lamps for general lighting services — Part 2: Performance	PNS 603-2:1993
	requirements
	Lamps and related equipment — Electromagnetic ballast — Energy standards and	PNS 12-3:2000
	labeling requirements
	Single-capped fluorescent lamps — Performance specification Section 1:	PNS 1261:1995
	General
	Class H Fuses — Specification	PNS 13:1999
	Fuseholders — Specification	PNS 56:1996
	Edison screw lampholders — Specification	PNS 80:1997
	Safety specifications for incandescent lamps — Part 1: Tungsten filament lamps	PNS 38-1:1995
	for domestic and similar general lighting purposes
	Tungsten filament lamps for domestic and similar general lighting purposes-	PNS 38-2:1995
	Part 2: Performance requirements
	Lampholders for tubular fluorescent lamps and starterholders — Specification	PNS 42:1997
	Liquid tight flexible steel conduit — Specification	PNS 164:1988
	Plugs and socket-outlets for household and similar purposes Part 1: General	PNS 1486-1:1996
	requirements
	Plugs and socket-outlets for domestic and general use standards	PNS 1572-1:1997
	Electrical products — Boxes for rigid metal conduits	PNS 1829:1999
	Pressure sensitive PVC tapes for electrical insulation — Specification	PNS 79:1992
	Glow-starters for fluorescent lamps	PNS 45:1997
	Knife switches — Specification	PNS 118:1992
	Snap switches for general use — Specification	PNS 57:1996
	Switches for household and similar fixed-electrical installations Part 1:	PNS 1485-1:1996
	General requirements
	Pressure sensitive adhesive polyvinyl chloride (PVC) tapes — PVC electrical tapes	PNS 79:1992
Lumber and Wood Products
	Plywood — Specification	PNS 196:2000
Pipes and Fittings
	High density polyethylene (PE) pipes for potable water supply — Specification	PNS 55:1986
	Polybutylene (PB) pipes for potable water supply — Specification	PNS 152:1987
	Unplasticized polyvinyl chloride (uPVC) pipes for potable water supply — specification	PNS 65:1993
	Grey iron pipes for pressure water lines — Specification	PNS 1991:2002
Steel
	Steel- Black & hot-dipped zinc-coated (galvanized) longitudinally welded steel	PNS 26:1992
	pipes for ordinary use — Specification
	Re-rolled steel bars for concrete reinforcement — Specification	PNS 211:2000
	Steel bars for concrete reinforcement — Specification	PNS 49:2000
	Galvanized steel sheets and coils — Specification	PNS 67:2000
	Galvanized steel sheets & coils, pre-painted — Specification	PNS 201:1990
	Cold-reduced carbon steel sheet of commercial and drawing qualities:	PNS 127:2004
	Specification
	Hot-dip zinc-coated carbon steel sheets	PNS 1990:2004
	Continuous hot-dip aluminum zinc-coated steel sheets	PNS 1993:2004
	Continuous hot-dip zinc /5% aluminum alloy coated steel sheets	PNS 2003:2004
	Steel wire nails — Specification	PNS 136:2000