2018 BEFF Repair of Classrooms – Billeting for R1AA (Lot 1) – Schools Division Office of Alaminos City

Section I. Invitation to Bid
PHILIPPINES BIDDING DOCUMENTS

Procurement of Works:
CY 2018 BEFF REPAIR OF
CLASSROOMS – BILLETING FOR LUCAP ES (20 CL), SABANGAN ES (9 CL)& BUED ES (11 CL), ALAMINOS CITY, PANGASINAN

PROCURING ENTITY:
REPUBLIC OF THE PHILIPPINES
DEPARTMENT OF EDUCATION
Region 1
ALAMINOS CITY DIVISION
Alaminos City, Pangasinan

Project No.

TABLE OF CONTENTS

Pages
Section I Invitation To Bid 3-4
Section II Instructions To Bidders 5-27
Section III Bid Data Sheet 28-43
Section IV General Conditions of Contract 44-69
Section V Special Conditions of Contract 70-75
Section VI General Specifications 76-152
Section VII Drawings
Section VIII Bill of Quantities
Section IX Bidding Forms 153-195

[Checklist of the Technical and the Financial Component Documents 189-190]
[Envelope Sealing Illustration 194-195]

SECTION I
INVITATION TO BID

Department of Education
Region __1_
ALAMINOS CITY DIVISION

INVITATION TO BID

The Department of Education (DepED) Alaminos City Division, through the CY 2018 Government Appropriations Act (GAA), intends to apply the sum of _Twelve Million Five Hundred Sixty Two Thousand Six Hundred Twenty Eight and 81/100 Pesos (PhP_12,562,628.81_) Only, being the Approved Budget for the Contract (ABC), to eligible payments under the contract for the Repair of Classrooms -Billeting under the BEFF CY 2018. Bids received that exceed the ABC per lot shall be rejected at bid opening.

Lot No. Project Description/
Location ABC (PhP) Contract Duration
1 REPAIR OF
CLASSROOMS – BILLETING FOR LUCAP ES (20 CL), SABANGAN ES (9 CL)& BUED ES (11 CL) Lucap, Sabangan & Bued
Elementary School,
Alaminos City

P 12,562,628.81 120,90 & 90
calendar days

The DepED Alaminos City Division, through its Bids and Awards Committee (BAC), now invites bids for the above-mentioned works. Prospective bidders must have an experience of having completed at least one (1) contract that is similar to the contract to be bid, and whose value, adjusted to current prices using the NSO consumer price indices, must be at least fifty percent (50%) of the ABC to be bid. The description of an eligible bidder is contained in the Bidding Documents, particularly, in Section II, Instructions to Bidders.

Bidding will be conducted through open competitive bidding procedures using non-discretionary pass/fail criterion as specified in the Implementing Rules and Regulations (IRR) of Republic Act 9184 (RA 9184), otherwise known as the “Government Procurement Reform Act”.

Bidding is restricted to Filipino citizens/sole proprietorships/partnerships, or organizations with at least seventy five percent (75%) interests or outstanding capital stocks belonging to citizens of the Philippines.

A complete set of Bidding Documents may be inspected or purchased at the DepED Alaminos City
Division, BAC Secretariat, located at San Jose Drive, Alaminos City upon accomplishing a bidder’s information sheet and payment in cash of a non-refundable fee by interested bidders in the amount of Twenty Five Thousand Pesos (PhP 25,000.00) to the DepED Division Office Cashier. Only bidders who purchased the Bidding Documents will be allowed to submit bids (ITB 6.8).

It may be downloaded free of charge from the website of the Philippine Government Electronic Procurement System (PhilGEPS), www.philgeps.net, and the website of the Procuring Entity, (www.depedalaminoscity.com), provided that bidders shall pay the fee for the Bidding Documents not later than the submission of their bids.

Section I. Invitation to Bid

Activity Date & Time Venue
Issuance of Bidding Documents December 28, 2017 DepEd Alaminos City Division Alaminos City, Pangasinan
Pre-Bid Conference January 3, 2018 2:00 P.M. DepEd Alaminos City Division Alaminos City, Pangasinan
Submission and Opening of Bids January 17, 2018 2:00 P.M. DepEd Alaminos City Division Alaminos City, Pangasinan

Prospective Bidders are strongly encouraged to order or download the electronic copy of the Bidding Documents from the PhilGEPS website: www.philgeps.net, for them to be included in the Document Request List of the project. The Bidding Documents may be viewed also at the DepED Alaminos City Division Office website: (www.depedalaminoscity.com)

Bids must be delivered to the address and on the date and time stated herein. All bids must be accompanied by a bid security in Bank Draft/Guarantee issued by universal or commercial bank and in the amount stated in ITB Clause 18. A valid Bid Securing Declaration must accompany the bid(s) in lieu of the bid security.

Bids will be opened in the presence of the bidders’ representatives who choose to attend the opening of bids at the address stated herein. Late bids shall not be accepted.

The DepED Alaminos City Division Office reserves the right to reject any and all bids, declare a failure of bidding, not award the contract(s), or annul the bidding process without thereby incurring any liability to the affected bidder or bidders.
For further information, please refer to:
FREDDIE B. PERALTA
BAC Secretariat
Alaminos City Division
Tel No. (075) 551-40-12
Telefax No. (075) 205-00-82
www.depedalaminoscity.com

AGUEDO C. FERNANDEZ.
BAC Chairman
Alaminos City Division

SECTION II

INSTRUCTIONS TO BIDDERS

TABLE OF CONTENTS

ITB No. Description Page No.
A. GENERAL
ITB – 1 Scope of Bid 8
ITB – 2 Source of Funds 8
ITB Corrupt, Fraudulent, Collusive , Coercive, and Obstructive Practices 8
ITB – 4 Conflict of Interest 9
ITB Eligible Bidders 10
ITB – 6 Bidder’s Responsibilities 11
ITB Origin of Goods and Services 12
ITB – 8 Sub-contracts 13
B. CONTE NTS OF BIDDING DOCUMENTS
ITB – 9 Pre-Bid Conference 13
ITB – 10 Clarification and Amendment of Bidding Documents 13
C. PREPAR ATION OF BIDS
ITB – 11 Language of Bid 14
ITB – 12 Documents comprising the Bid: Eligibility and Technical Component 14
ITB – 13 Documents comprising the Bid: Financial Component 16
ITB – 14 Alternative Bids 16
ITB – 15 Bid Prices 17
ITB – 16 Bid Currencies 17
ITB -17 Bid Validity 17
ITB – 18 Bid Security 18
ITB – 19 Format and Signing of Bids 19
ITB – 20 Sealing and Marking of Bids 20
D. SUBMIS SION AND OPENING OF BIDS
ITB – 21 Deadline for Submission of Bids 20
ITB – 22 Late Bids 21
ITB – 23 Modification and Withdrawal of Bids 21
ITB – 24 Bid Opening and Preliminary Examination of Bids 21
E. EVALU ATION AND COMPARISON OF BIDS
ITB – 25 Process to be Confidential 22
ITB – 26 Clarification of Bids 22
ITB – 27 Detailed Evaluation and Comparison of Bids 22
ITB – 28 Post-Qualification 23
ITB – 29 Reservation Clause 24
F. AWAR D OF CONTRACT
ITB – 30 Contract Award 25
ITB – 31 Signing of Contract 25
ITB – 32 Performance Security 26
ITB – 33 Notice to Proceed 27
ITB – 34 Protest Mechanism 27

SECTION II – INSTRUCTIONS TO BIDDERS

A. General

1. Scope of Bid

1.1. The Procuring Entity as defined in the BDS, invites bids for the construction of Works, as described in Section VI, Specifications. The name and identification number of the Contract is provided in the BDS.

1.2. The successful bidder will be expected to complete the Works by the intended completion date specified in SCC Clause 1.16.

2. Source of Funds

The Procuring Entity has a budget or has applied for or received funds from the Funding Source named in the BDS, and in the amount indicated in the BDS. It intends to apply part of the funds received for the Project, as defined in the BDS, to cover eligible payments under the Contract for the Works.

3. Corrupt, Fraudulent, Collusive, Coercive and Obstructive Practices

3.1. Unless otherwise specified in the BDS, the Procuring Entity, as well as bidders and contractors, shall observe the highest standard of ethics during the procurement and execution of the contract. In pursuance of this policy, the Funding Source:

(a) defines, for purposes of this provision, the terms set forth below as follows:

(i) “corrupt practice” means behavior on the part of officials in the public or private sectors by which they improperly and unlawfully enrich themselves, others, or induce others to do so, by misusing the position in which they are placed, and includes the offering, giving, receiving, or soliciting of anything of value to influence the action of any such official in the procurement process or in contract execution; entering, on behalf of the Procuring Entity, into any contract or transaction manifestly and grossly disadvantageous to the same, whether or not the public officer profited or will profit thereby, and similar acts as provided in Republic Act 3019 (The Anti-Graft and Corrupt Practices Act);

(ii) “fraudulent practice” means a misrepresentation of facts in order to influence a procurement process or the execution of a contract to the detriment of the Procuring Entity, and includes collusive practices among Bidders (prior to or after Bid submission) designed to establish bid prices at artificial, non-competitive levels and to deprive the Procuring Entity of the benefits of free and open competition;

(iii) “collusive practices” means a scheme or arrangement between two or more bidders, with or without the knowledge of the Procuring Entity, designed to establish bid prices at artificial, non-competitive levels; and

(iv) “coercive practices” means harming or threatening to harm, directly or indirectly, persons, or their property to influence their participation in a procurement process, or affect the execution of a contract;

(v) “obstructive practice” is
(aa) deliberately destroying, falsifying, altering or concealing of evidence material to an administrative proceedings or investigation or making false statements to investigators in order to materially impede an administrative proceedings or investigation of the Procuring Entity or any foreign government/foreign or international financing institution into allegations of a corrupt, fraudulent, coercive or collusive practice; and/or threatening, harassing or intimidating any party to prevent it from disclosing its knowledge of matters relevant to the administrative proceedings or investigation or from pursuing such proceedings or investigation; or

(bb) acts intended to materially impede the exercise of the inspection and audit rights of the Procuring Entity or any foreign government/foreign or international financing institution herein.

(b) will reject a proposal for award if it determines that the bidder recommended for award has engaged in corrupt or fraudulent practices in competing for the Contract (refer to Section III, BDS 3.1(b) for clarification); and

(c) will declare a firm ineligible, either indefinitely or for a stated period of time, to be awarded Contract funded by the Funding Source if it at any time determines that the firm has engaged in corrupt or fraudulent practices in competing for or in executing a Contract funded by the Funding Source. (refer to Section III, BDS 3.1(c) for clarification).

3.2. Further, the Procuring Entity will seek to impose the maximum civil, administrative, and/or criminal penalties available under the applicable laws on individuals and organizations deemed to be involved in any of the practices mentioned in ITB Clause 3.1(a).

3.3. Furthermore, the Funding Source and the Procuring Entity reserve the right to inspect and audit records and accounts of a contractor in the bidding for and performance of a contract themselves or through independent auditors as reflected in the GCC Clause 34.

4. Conflict of Interest

4.1. All bidders found to have conflicting interests shall be disqualified to participate in the procurement at hand, without prejudice to the imposition of appropriate administrative, civil, and criminal sanctions. A Bidder may be considered to have conflicting interests with another Bidder in any of the events described in paragraphs (a) through (c) and a general conflict of interest in any of the circumstances set out in paragraphs (d) through (g) below:

(a) A Bidder has controlling shareholders in common with another Bidder;
(b) A Bidder receives or has received any direct or indirect subsidy from any other Bidder;
(c) A Bidder has the same legal representative as that of another Bidder for purposes of this Bid;
(d) A Bidder has a relationship, directly or through third parties, that puts them in a position to have access to information about or influence on the bid of another Bidder or influence the decisions of the Procuring Entity regarding this bidding process. This will include a firm or an organization who lends, or temporarily seconds, its personnel to firms or organizations which are engaged in consulting services for the preparation related to procurement for or implementation of the project if the personnel would be involved in any capacity on the same project;
(e) A Bidder submits more than one bid in this bidding process. However, this does not limit the participation of subcontractors in more than one bid;
(f) A Bidder who participated as a consultant in the preparation of the design or technical specifications of the goods and related services that are the subject of the bid; or
(g) A Bidder who lends, or temporary seconds, its personnel to firms or organizations which are engaged in consulting services for the preparation related to procurement for or implementation of the project, if the personnel would be involved in any capacity on the same project.

4.2. In accordance with Section 47 of the IRR of RA 9184, all Bidding Documents shall be accompanied by a Sworn Affidavit of the Bidder that it is not related to the Head of the Procuring Entity, members of the Bids and Awards Committee (BAC), members of the Technical Working Group (TWG), members of the BAC Secretariat, the head of the Project Management Office (PMO) or the end-user unit, and the project consultants, by consanguinity or affinity up to the third civil degree. On the part of the bidder, this Clause shall apply to the following persons:

(a) If the Bidder is an individual or a sole proprietorship, to the Bidder himself;

(b) If the Bidder is a partnership, to all its officers and members;

(d) If the Bidder is a joint venture (JV), the provisions of items (a), (b), or (c) of this Clause shall correspondingly apply to each of the members of the said JV, as may be appropriate.

Relationship of the nature described above or failure to comply with this Clause will result in the automatic disqualification of a Bidder.

5. Eligible Bidders

5.1. Unless otherwise indicated in the BDS, the following persons shall be eligible to participate in this Bidding:

(a) Duly licensed Filipino citizens/sole proprietorships;

(b) Partnerships duly organized under the laws of the Philippines and of which at least seventy five percent (75%) of the interest belongs to citizens of the Philippines;
(c) Corporations duly organized under the laws of the Philippines, and of which at least seventy five percent (75%) of the outstanding capital stock belongs to citizens of the Philippines;

(d) Cooperatives duly organized under the laws of the Philippines, and of which at least seventy five percent (75%) of the interest belongs to citizens of the Philippines; and

(e) Persons/entities forming themselves into a JV, i.e., a group of two (2) or more persons/entities that intend to be jointly and severally responsible or liable for a particular contract: Provided, however, that, in accordance with Letter of Instructions No. 630, Filipino ownership or interest of the joint venture concerned shall be at least seventy five percent (75%): Provided, further, that joint ventures in which Filipino ownership or interest is less than seventy five percent (75%) may be eligible where the structures to be built require the application of techniques and/or technologies which are not adequately possessed by a person/entity meeting the seventy five percent (75%) Filipino ownership requirement: Provided, finally, that in the latter case, Filipino ownership or interest shall not be less than twenty five percent (25%). For this purpose Filipino ownership or interest shall be based on the contributions of each of the members of the joint venture as specified in their JVA.
5.2. The Procuring Entity may also invite foreign bidders when provided for under any Treaty or International or Executive Agreement as specified in the BDS.

5.3. Government Corporate Entities may be eligible to participate only if they can establish that they (a) are legally and financially autonomous, (b) operate under commercial law, and (c) are not dependent agencies of the GOP or the Procuring Entity.

5.4. (a) Unless otherwise provided in the BDS, the Bidder must have an experience of having completed at least one (1) contract that is similar to the project or contract to be bid, equivalent to at least fifty percent (50%) of the ABC adjusted to current prices using the National Statistics Office consumer price index. However, contractors under Small A and Small B categories without similar experience on the contract to be bid may be allowed to bid if the cost of such contract is not more than fifty (50%) of the Allowable Range of Contract Cost (ARCC) of their registration based on the guidelines as prescribed by the PCAB. [Revised thru GPPB Res. No. 11-2012 and No. 25-2012]

(b) For Foreign-funded Procurement, the Procuring Entity and the foreign government/foreign or international financing institution may agree on another track record requirement, as specified in the BDS.

For this purpose, contracts similar to the Project shall be those described in the BDS, and completed within the period stated in the Invitation to Bid and ITB Clause
12.1(a)(iii).

5.5. The Bidder must submit a computation of its Net Financial Contracting Capacity (NFCC), which must be at least equal to the ABC to be bid, calculated as follows:

NFCC = [(Current assets minus current liabilities) (K)] minus the value of all outstanding or uncompleted portions of the projects under ongoing contracts, including awarded contracts yet to be started coinciding with the contract for this Project.

Where:

K = 10 for a contract duration of one year or less, 15 for a contract duration of more than one year up to two years, and 20 for a contract duration of more than two years.

The values of the bidder’s current assets and current liabilities shall be based on the data submitted to the BIR, through its Electronic Filing and Payment System (EFPS).

6. Bidder’s Responsibilities

6.1. The Bidder or its duly authorized representative shall submit a sworn statement in the form prescribed in Section IX, Bidding Forms as required in ITB Clause 12.1(b)(iii).

6.2. The Bidder is responsible for the following:

(a) Having taken steps to carefully examine all of the Bidding Documents;

(b) Having acknowledged all conditions, local or otherwise, affecting the implementation of the contract;

(d) Having complied with its responsibility to inquire or secure Supplemental/Bid Bulletin/s as provided under ITB Clause 10.3.

(e) Ensuring that it is not “blacklisted” or barred from bidding by the GOP or any of its agencies, offices, corporations, or LGUs, including foreign government/foreign or international financing institution whose blacklisting rules have been recognized by the GPPB;
(f) Ensuring that each of the documents submitted in satisfaction of the bidding requirements is an authentic copy of the original, complete, and all statements and information provided therein are true and correct;

(g) Authorizing the Head of the Procuring Entity or its duly authorized
representative/s to verify all the documents submitted;

(h) Ensuring that the signatory is the duly authorized representative of the Bidder, and granted full power and authority to do, execute and perform any and all acts necessary and/or to represent the Bidder in the bidding, with the duly notarized Secretary’s Certificate attesting to such fact, if the Bidder is a corporation, partnership, cooperative, or joint venture;

(i) Complying with the disclosure provision under Section 47 of the Act in relation to other provisions of Republic Act 3019; and

(j) Complying with existing labor laws and standards, if applicable.

Failure to observe any of the above responsibilities shall be at the risk of the Bidder concerned.

6.3. The Bidder, by the act of submitting its bid, shall be deemed to have inspected the site, determined the general characteristics of the contract works and the conditions for this Project and examine all instructions, forms, terms, and project requirements in the Bidding Documents.

6.4. It shall be the sole responsibility of the prospective bidder to determine and to satisfy itself by such means as it considers necessary or desirable as to all matters pertaining to this Project, including: (a) the location and the nature of the contract, project, or work; (b) climatic conditions; (c) transportation facilities; (c) nature and condition of the terrain, geological conditions at the site communication facilities, requirements, location and availability of construction aggregates and other materials, labor, water, electric power and access roads; and (d) other factors that may affect the cost, duration and execution or implementation of the contract, project, or work.

6.5. The Procuring Entity shall not assume any responsibility regarding erroneous interpretations or conclusions by the prospective or eligible bidder out of the data furnished by the procuring entity.

6.6. Before submitting their bids, the Bidders are deemed to have become familiar with all existing laws, decrees, ordinances, acts and regulations of the Philippines which may affect the contract in any way.

6.7. The Bidder shall bear all costs associated with the preparation and submission of his bid, and the Procuring Entity will in no case be responsible or liable for those costs, regardless of the conduct or outcome of the bidding process.

6.8. Bidders should note that the Procuring Entity will only accept bids only from those that have paid the nonrefundable fee for the Bidding Documents at the office indicated in the Invitation to Bid.

7. Origin of GOODS and Services

There is no restriction on the origin of Goods, or Contracting of Works or Services other than those prohibited by a decision of the United Nations Security Council taken under Chapter VII of the Charter of the United Nations.

8. Subcontracts

8.1. Unless otherwise specified in the BDS, the Bidder may subcontract portions of the
Works to an extent as may be approved by the Procuring Entity and stated in the BDS.
However, subcontracting of any portion shall not relieve the Bidder from any liability or obligation that may arise from the contract for this Project.

8.2. Subcontractors must submit the documentary requirements under ITB Clause 12 and comply with the eligibility criteria specified in the BDS. In the event that any subcontractor is found by the Procuring Entity to be ineligible, the subcontracting of such portion of the Works shall be disallowed.

8.3. The Bidder may identify the subcontractor to whom a portion of the Works will be subcontracted at any stage of the bidding process or during contract implementation. If the Bidder opts to disclose the name of the subcontractor during bid submission, the Bidder shall include the required documents as part of the technical component of its bid.

B. Contents of Bidding Documents

9. Pre-Bid Conference

9.1. (a) If so specified in the BDS, a pre-bid conference shall be held at the venue and on the date indicated therein, to clarify and address the Bidders’ questions on the technical and financial components of this Project.

(b) The pre-bid conference shall be held at least twelve (12) calendar days before the deadline for the submission of and receipt of bids. If the Procuring Entity determines that, by reason of the method, nature, or complexity of the contract to be bid, or when international participation will be more advantageous to the GOP, a longer period for the preparation of bids is necessary, the pre-bid conference shall be held at least thirty (30) calendar days before the deadline for the submission and receipt of bids, as specified in the BDS.

9.2. Bidders are encouraged to attend the pre-bid conference to ensure that they fully understand the Procuring Entity’s requirements. Non-attendance of the Bidder will in no way prejudice its bid; however, the Bidder is expected to know the changes and/or amendments to the Bidding Documents as recorded in the minutes of the pre-bid conference and the Supplemental/Bid Bulletin.

9.3. Any statement made at the pre-bid conference shall not modify the terms of the bidding documents unless such statement is specifically identified in writing as an amendment thereto and issued as a Supplemental/Bid Bulletin.

10. Clarification and Amendment of Bidding Documents

10.1. Bidders who have purchased the Bidding Documents may request for clarification(s) on any part of the Bidding Documents or for an interpretation. Such a request must be in writing and submitted to the Procuring Entity at the address indicated in the BDS at least ten (10) calendar days before the deadline set for the submission and receipt of Bids.

10.2. Supplemental/Bid Bulletins may be issued upon the Procuring Entity’s initiative for purposes of clarifying or modifying any provision of the Bidding Documents not later than seven (7) calendar days before the deadline for the submission and receipt of Bids. Any modification to the Bidding Documents shall be identified as an amendment.

10.3. Any Supplemental/Bid Bulletin issued by the BAC shall also be posted on the Philippine
Government Electronic Procurement System (PhilGEPS) and the website of the Procuring Entity concerned, if available. Unless, otherwise provided in the BDS, it shall be the responsibility of all Bidders who secure the Bidding Documents to inquire and secure Supplemental/Bid Bulletins that may be issued by the BAC. However, bidders who have submitted bids before the issuance of the Supplemental/Bid Bulletin must be informed and allowed to modify or withdraw their bids in accordance with ITB Clause 23.

C. Preparation of Bids

11. Language of Bids

The Bid, as well as all correspondence and documents relating to the Bid exchanged by the Bidder and the Procuring Entity, shall be written in English. Supporting documents and printed literature furnished by the Bidder may be in another language provided they are accompanied by an accurate translation in English certified by the appropriate embassy or consulate in the Philippines, in which case the English translation shall govern, for purposes of interpretation of the Bid.

12. Documents Comprising the Bid: Eligibility and Technical Components

12.1. Unless otherwise indicated in the BDS, the first envelope shall contain the following eligibility and technical documents:

(a) Eligibility Documents –

Class “A” Documents:

(i) Registration certificate from the Securities and Exchange Commission (SEC), Department of Trade and Industry (DTI) for sole proprietorship, or Cooperative Development Authority (CDA) for cooperatives, or any proof of such registration as stated in the BDS;

(ii) Mayor’s permit issued by the city or municipality where the principal place of business of the prospective bidder is located;

(iii) Statement of all its ongoing and completed government and private contracts within ten (10) years from the submission of bids, including contracts awarded but not yet started, if any. The statement shall include, for each contract, the following: [Refer to Section III, BDS 12.1(a)(iii) for clarification on the statement of all ongoing contracts and the statement identifying the similar single largest completed contract]

(iii.1) name of the contract;
(iii.2) date of the contract;
(iii.3) contract duration;
(iii.4) owner’s name and address; (iii.5) nature of work;
(iii.6) contractor’s role (whether sole contractor, subcontractor, or partner in a JV) and percentage of participation;
(iii.7) total contract value at award;
(iii.8) date of completion or estimated completion time;
(iii.9) total contract value at completion, if applicable;
(iii.10) percentages of planned and actual accomplishments, if applicable;
(iii.11) value of outstanding works, if applicable;
(iii.12) the statement shall be supported by the notices of award and/or notices to proceed issued by the owners; and
(iii.13) the statement shall be supported by the Owner’s Certificate of Final Acceptance or the Certificate of Completion and, whenever applicable, the Constructors Performance Evaluation Summary (CPES) Final Rating, which must be satisfactory;

(iv) Unless otherwise provided in the BDS, valid Philippine Contractors Accreditation Board (PCAB) license and registration for the type and cost of the contract for this Project;

(v) Audited financial statements, showing, among others, the prospective total and current assets and liabilities, stamped “received” by the BIR or its duly accredited and authorized institutions, for the preceding calendar year which should not be earlier than two (2) years from the date of bid submission;

(vi) NFCC computation in accordance with ITB Clause 5.5; and
(vii) Tax clearance per Executive Order 398, series of 2005, as finally reviewed and approved by the BIR; [GPPB Res. 21-2013 Annex B]

Class “B” Document:

(viii) If applicable, valid Joint Venture Agreement (JVA) or, in lieu thereof, duly notarized statements from all the potential joint venture partners stating that they will enter into and abide by the provisions of the JVA in the instance that the bid is successful shall be included in the bid.

(b) Technical Documents –

(i) Bid security as prescribed in ITB Clause 18. If Procuring Entity requires the bidders to submit the bid security in the form of:

(i.1) a bank draft/guarantee or an irrevocable letter of credit issued by a foreign bank, it shall be accompanied by a confirmation from a Universal or Commercial Bank; or

(i.2) a surety bond accompanied by a certification coming from an authorized Insurance Commission that a surety or insurance company is authorized to issue such instrument;

(ii) Project Requirements, which shall include the following:

(ii.1) Organizational chart for the contract to be bid;

(ii.2) List of contractor’s personnel (viz, Project Manager, Project Engineers, Materials Engineers, and Foremen), to be assigned to the contract to be bid, with their complete qualification and experience data; and

(ii.3) List of contractor’s equipment units, which are owned, leased, and/or under purchase agreements, supported by certification of availability of equipment from the equipment lessor/vendor for the duration of the project; and

(iii) Sworn statement in accordance with Section 25.2(b)(iv) of the IRR of RA 9184 and using the form prescribed in Section IX, Bidding Forms.
(Refer to Section III, BDS 12.1(b)(iii) for clarification)
13. Documents Comprising the Bid: Financial Component

13.1. Unless otherwise stated in the BDS, the financial component of the bid shall contain the following:

(a) Financial Bid Form in accordance with the form prescribed in Section IX, Bidding Forms; and

(b) Any other document related to the financial component of the bid as stated in the BDS.

13.2. (a) Unless indicated in the BDS, all Bids that exceed the ABC shall not be accepted.

(b) Unless otherwise indicated in the BDS, for foreign-funded procurement, a ceiling may be applied to bid prices provided the following conditions are met:

(i) Bidding Documents are obtainable free of charge on a freely accessible website. If payment of Bidding Documents is required by the procuring entity, payment could be made upon the submission of bids.

(ii) The procuring entity has procedures in place to ensure that the ABC is based on recent estimates made by the engineer or the responsible unit of the procuring entity and that the estimates are based on adequate detailed engineering (in the case of works) and reflect the quality, supervision and risk and inflationary factors, as well as prevailing market prices, associated with the types of works or goods to be procured.

(iii) The procuring entity has trained cost estimators on estimating prices and analyzing bid variances. In the case of infrastructure projects, the procuring entity must also have trained quantity surveyors.

(iv) The procuring entity has established a system to monitor and report bid prices relative to ABC and engineer’s/procuring entity’s estimate.

(v) The procuring entity has established a monitoring and evaluation system for contract implementation to provide a feedback on actual total costs of goods and works.

14. Alternative Bids

14.1. Alternative Bids shall be rejected. For this purpose, alternative bid is an offer made by a Bidder in addition or as a substitute to its original bid which may be included as part of its original bid or submitted separately therewith for purposes of bidding. A bid with options is considered an alternative bid regardless of whether said bid proposal is contained in a single envelope or submitted in two (2) or more separate bid envelopes.

14.2. Bidders shall submit offers that comply with the requirements of the Bidding Documents, including the basic technical design as indicated in the drawings and specifications. Unless there is a value engineering clause in the BDS, alternative bids shall not be accepted.

14.3. Each Bidder shall submit only one Bid, either individually or as a partner in a JV. A Bidder who submits or participates in more than one bid (other than as a subcontractor if a subcontractor is permitted to participate in more than one bid) will cause all the proposals with the Bidder’s participation to be disqualified. This shall be without prejudice to any applicable criminal, civil and administrative penalties that may be imposed upon the persons and entities concerned.

15. Bid Prices

15.1. The contract shall be for the whole Works, as described in ITB Clause 1.1, based on the priced Bill of Quantities submitted by the Bidder.

15.2. The Bidder shall fill in rates and prices for all items of the Works described in the Bill of
Quantities. Bids not addressing or providing all of the required items in the Bidding
Documents including, where applicable, bill of quantities, shall be considered nonresponsive and, thus, automatically disqualified. In this regard, where a required item is provided, but no price is indicated, the same shall be considered as non-responsive, but specifying a “0” (zero) for the said item would mean that it is being offered for free to the Government.

15.3. All duties, taxes, and other levies payable by the Contractor under the Contract, or for any other cause, prior to the deadline for submission of bids, shall be included in the rates, prices, and total bid price submitted by the Bidder.

15.4. All bid prices for the given scope of work in the contract as awarded shall be considered as fixed prices, and therefore not subject to price escalation during contract implementation, except under extraordinary circumstances as specified in GCC Clause 48. Price escalation may be allowed in extraordinary circumstances as may be determined by the National Economic and Development Authority in accordance with the Civil Code of the Philippines, and upon the recommendation of the Procuring Entity. Furthermore, in cases where the cost of the awarded contract is affected by any applicable new laws, ordinances, regulations, or other acts of the GOP, promulgated after the date of bid opening, a contract price adjustment shall be made or appropriate relief shall be applied on a no loss-no gain basis.

16. Bid Currencies

16.1. All bid prices shall be quoted in Philippine Pesos unless otherwise provided in the BDS. However, for purposes of bid evaluation, bids denominated in foreign currencies shall be converted to Philippine currency based on the exchange rate prevailing on the day of the Bid opening.

16.2. If so allowed in accordance with ITB Clause 16.1, the Procuring Entity for purposes of bid evaluation and comparing the bid prices will convert the amounts in various currencies in which the bid price is expressed to Philippine Pesos at the exchange rate as published in the BSP reference rate bulletin on the day of the bid opening.

16.3. Unless otherwise specified in the BDS, payment of the contract price shall be made in Philippine Pesos.

17. Bid Validity

17.1. Bids shall remain valid for the period specified in the BDS which shall not exceed one hundred twenty (120) calendar days from the date of the opening of bids.

17.2. In exceptional circumstances, prior to the expiration of the bid validity period, the Procuring Entity may request Bidders to extend the period of validity of their bids. The request and the responses shall be made in writing. The bid security described in ITB Clause 18 should also be extended corresponding to the extension of the bid validity period at the least. A Bidder may refuse the request without forfeiting its bid security, but his bid shall no longer be considered for further evaluation and award. A Bidder granting the request shall not be required or permitted to modify its bid.

18. Bid Security

18.1. The procuring entity shall prescribe in the BDS the acceptable forms of bid security that bidders may opt to use, which shall include the Bid Securing Declaration and at least one (1) other form, the amount of which shall be equal to a percentage of the ABC in accordance with the following schedule: (Refer to Section III, BDS 18.1 for clarification) [GPPB Res. No. 25-2013 Annex B]

Form of Bid Security Amount of Bid Security
(Equal to Percentage of the
ABC)
(a) Cash or cashier’s/manager’s check issued by a Universal or Commercial Bank. Two percent (2%)
(b) Bank draft/guarantee or irrevocable letter of credit issued by a Universal or Commercial Bank: Provided, however, that it shall be confirmed or authenticated by a Universal or Commercial Bank, if issued by a foreign bank. Two percent (2%)
(c) Surety bond callable upon demand issued by a surety or insurance company duly certified by the Insurance Commission as authorized to issue such security; and/or Five percent (5%)
(d) Any combination of items (a) to (c) above. Proportionate to share of form with respect to total amount of security
(e) Bid Securing Declaration No percentage required

For biddings conducted by LGUs, the procuring entity may also require bidders to submit bid securities in the form of cashier’s/manager’s check, bank draft/guarantee, or irrevocable letter of credit from other banks certified by the BSP as authorized to issue such financial statement.

The Bid Securing Declaration mentioned above is an undertaking which states, among others, that the bidder shall enter into contract with the procuring entity and furnish the performance security required under ITB Clause 32.2, from receipt of the Notice of Award, and committing to pay the corresponding fine, and be suspended for a period of time from being qualified to participate in any government procurement activity in the event it violates any of the conditions stated therein as provided in the guidelines issued by the GPPB.

18.2. The bid security should be valid for the period specified in the BDS. Any bid not accompanied by an acceptable bid security shall be rejected by the Procuring Entity as non-responsive.

18.3. No bid securities shall be returned to bidders after the opening of bids and before contract signing, except to those that failed or declared as post-disqualified, upon submission of a written waiver of their right to file a motion for reconsideration and/or protest. Without prejudice on its forfeiture, Bid Securities shall be returned only after the bidder with the Lowest Calculated Responsive Bid has signed the contract and furnished the Performance Security, but in no case later than the expiration of the Bid Security validity period indicated in ITB Clause 18.2.

18.4. Upon signing and execution of the contract, pursuant to ITB Clause 31, and the posting of the performance security, pursuant to ITB Clause 32, the successful Bidder’s Bid security will be discharged, but in no case later than the Bid security validity period as indicated in ITB Clause 18.2.

18.5. The bid security may be forfeited:

(a) if a Bidder:

(i) withdraws its bid during the period of bid validity specified in ITB
Clause 17;

(ii) does not accept the correction of errors pursuant to ITB Clause
27.3(b);

(iii) fails to submit the requirements within the prescribed period, or a finding against their veracity, as stated in ITB Clause 28.2;

(iv) submission of eligibility requirements containing false information or falsified documents;

(v) submission of bids that contain false information or falsified documents, or the concealment of such information in the bids in order to influence the outcome of eligibility screening or any other stage of the public bidding;

(vi) allowing the use of one’s name, or using the name of another for purposes of public bidding;

(vii) withdrawal of a bid, or refusal to accept an award, or enter into contract with the Government without justifiable cause, after the Bidder had been adjudged as having submitted the Lowest Calculated and Responsive Bid;

(viii) refusal or failure to post the required performance security within the prescribed time;

(ix) refusal to clarify or validate in writing its bid during post-qualification within a period of seven (7) calendar days from receipt of the request for clarification;

(x) any documented attempt by a bidder to unduly influence the outcome of the bidding in his favor;

(xi) failure of the potential joint venture partners to enter into the joint venture after the bid is declared successful; or

(xii) all other acts that tend to defeat the purpose of the competitive bidding, such as habitually withdrawing from bidding, submitting late Bids or patently insufficient bid, for at least three (3) times within a year, except for valid reasons.

(b) if the successful Bidder:

(i) fails to sign the contract in accordance with ITB Clause 31;

(ii) fails to furnish performance security in accordance with ITB Clause 32.

19. Format and Signing of Bids

19.1. Bidders shall submit their bids through their duly authorized representative using the appropriate forms provided in Section IX, Bidding Forms on or before the deadline specified in the ITB Clause 21 in two (2) separate sealed bid envelopes, and which shall be submitted simultaneously. The first shall contain the technical component of the bid, including the eligibility requirements under ITB Clause 12.1, and the second shall contain the financial component of the bid.

19.2. Forms as mentioned in ITB Clause 19.1 must be completed without any alterations to their format, and no substitute form shall be accepted. All blank spaces shall be filled in with the information requested.
19.3. The Bidder shall prepare an original of the first and second envelopes as described in ITB Clauses 12 and 13. In addition, the Bidder shall submit copies of the first and second envelopes. In the event of any discrepancy between the original and the copies, the original shall prevail.

19.4. The bid, except for unamended printed literature, shall be signed, and each and every page thereof shall be initialed, by the duly authorized representative/s of the Bidder. (Refer to Section III, BDS 19.4 for clarification)
19.5. Any interlineations, erasures, or overwriting shall be valid only if they are signed or initialed by the duly authorized representative/s of the Bidder.

20. Sealing and Marking of Bids

20.1. Bidders shall enclose their original eligibility and technical documents described in ITB Clause 12, in one sealed envelope marked “ORIGINAL – TECHNICAL COMPONENT”, and the original of their financial component in another sealed envelope marked “ORIGINAL – FINANCIAL COMPONENT”, sealing them all in an outer envelope marked “ORIGINAL BID.” (Refer to Section III, BDS 20.1 for clarification and refer also to the Envelope Sealing Illustration on last page)

20.2. Each copy of the first and second envelopes shall be similarly sealed duly marking the inner envelopes as “COPY NO. ___ – TECHNICAL COMPONENT” and “COPY NO.
___ – FINANCIAL COMPONENT” and the outer envelope as “COPY NO. ___”, respectively. These envelopes containing the original and the copies shall then be enclosed in one single envelope. (Refer to Section III, BDS 20.2 for clarification and refer also to the Envelope Sealing Illustration on last page)

20.3. The original and the number of copies of the Bid as indicated in the BDS shall be typed or written in indelible ink and shall be signed by the bidder or its duly authorized representative/s.

20.4. All envelopes shall:

(a) contain the name of the contract to be bid in capital letters;
(b) bear the name and address of the Bidder in capital letters;
(c) be addressed to the Procuring Entity’s BAC identified in ITB Clause 10.1;
(d) bear the specific identification of this bidding process indicated in the Invitation to Bid; and
(e) bear a warning “DO NOT OPEN BEFORE…” the date and time for the opening of bids, in accordance with ITB Clause 21.

20.5. If bids are not sealed and marked as required, the Procuring Entity will assume no responsibility for the misplacement or premature opening of the bid. (Refer to Section III, BDS 20.5 for clarification)

D. Submission and Opening of Bids

21. Deadline for Submission of Bids

Bids must be received by the Procuring Entity’s BAC at the address and on or before the date and time indicated in the BDS.

22. Late Bids

Any bid submitted after the deadline for submission and receipt of bids prescribed by the Procuring Entity, pursuant to ITB Clause 21, shall be declared “Late” and shall not be accepted by the Procuring Entity.

23. Modification and Withdrawal of Bids

23.1. The Bidder may modify its bid after it has been submitted; provided that the modification is received by the Procuring Entity prior to the deadline prescribed for submission and receipt of bids. The Bidder shall not be allowed to retrieve its original bid, but shall be allowed to submit another bid equally sealed, properly identified, linked to its original bid marked as “TECHNICAL MODIFICATION” or “FINANCIAL MODIFICATION” and stamped “received” by the BAC. Bid modifications received after the applicable deadline shall not be considered and shall be returned to the Bidder unopened.
23.2. A Bidder may, through a letter of withdrawal, withdraw its bid after it has been submitted, for valid and justifiable reason; provided that the letter of withdrawal is received by the Procuring Entity prior to the deadline prescribed for submission and receipt of bids.

23.3. Bids requested to be withdrawn in accordance with ITB Clause 23.1 shall be returned unopened to the Bidders. A Bidder may also express its intention not to participate in the bidding through a letter which should reach and be stamped by the BAC before the deadline for submission and receipt of bids. A Bidder that withdraws its bid shall not be permitted to submit another bid, directly or indirectly, for the same contract.

23.4. No bid may be modified after the deadline for submission of bids. No bid may be withdrawn in the interval between the deadline for submission of bids and the expiration of the period of bid validity specified by the Bidder on the Financial Bid Form. Withdrawal of a bid during this interval shall result in the forfeiture of the Bidder’s bid security, pursuant to ITB Clause 18.5, and the imposition of administrative, civil, and criminal sanctions as prescribed by RA 9184 and its IRR.

24. Opening and Preliminary Examination of Bids

24.1. The BAC shall open the first bid envelopes of Bidders in public as specified in the BDS to determine each Bidder’s compliance with the documents prescribed in ITB Clause 12. For this purpose, the BAC shall check the submitted documents of each bidder against a checklist of required documents to ascertain if they are all present, using a non-discretionary “pass/fail” criterion. If a bidder submits the required document, it shall be rated “passed” for that particular requirement. In this regard, bids that fail to include any requirement or are incomplete or patently insufficient shall be considered as
“failed”. Otherwise, the BAC shall rate the said first bid envelope as “passed”.

24.2. Unless otherwise specified in the BDS, immediately after determining compliance with the requirements in the first envelope, the BAC shall forthwith open the second bid envelope of each remaining eligible bidder whose first bid envelope was rated “passed”. The second envelope of each complying bidder shall be opened within the same day. In case one or more of the requirements in the second envelope of a particular bid is missing, incomplete or patently insufficient, and/or if the submitted total bid price exceeds the ABC unless otherwise provided in ITB Clause 13.1(b), the BAC shall rate the bid concerned as “failed”. Only bids that are determined to contain all the bid requirements for both components shall be rated “passed” and shall immediately be considered for evaluation and comparison.

24.3. Letters of withdrawal shall be read out and recorded during bid opening, and the envelope containing the corresponding withdrawn bid shall be returned to the Bidder unopened. If the withdrawing Bidder’s representative is in attendance, the original bid and all copies thereof shall be returned to the representative during the bid opening. If the representative is not in attendance, the Bid shall be returned unopened by registered mail. The Bidder may withdraw its bid prior to the deadline for the submission and receipt of bids, provided that the corresponding letter of withdrawal contains a valid authorization requesting for such withdrawal, subject to appropriate administrative sanctions.

24.4. If a Bidder has previously secured a certification from the Procuring Entity to the effect that it has previously submitted the above-enumerated Class “A” Documents, the said certification may be submitted in lieu of the requirements enumerated in ITB Clause 12.1(a), items (i) to (vi).

24.5. In the case of an eligible foreign Bidder as described in ITB Clause 5, the Class “A” Documents enumerated in ITB Clause 12.1(a) may be substituted with the appropriate equivalent documents, if any, issued by the country of the foreign Bidder concerned.
24.6. Each partner of a joint venture agreement shall likewise submit the documents required in ITB Clauses 12.1(a)(i) and 12.1(a)(ii). Submission of documents required under ITB Clauses 12.1(a)(iii) to 12.1(a)(vi) by any of the joint venture partners constitutes compliance.

E. Evaluation and Comparison of Bids

25. Process to be Confidential

25.1. Members of the BAC, including its staff and personnel, as well as its Secretariat and TWG, are prohibited from making or accepting any kind of communication with any bidder regarding the evaluation of their bids until the issuance of the Notice of Award, unless n the case of ITB Clause 26.

25.2. Any effort by a bidder to influence the Procuring Entity in the Procuring Entity’s decision in respect of Bid evaluation, Bid comparison or contract award will result in the rejection of the Bidder’s Bid.

26. Clarification of Bids

To assist in the evaluation, comparison and post-qualification of the bids, the Procuring Entity may ask in writing any Bidder for a clarification of its bid. All responses to requests for clarification shall be in writing. Any clarification submitted by a Bidder in respect to its bid and that is not in response to a request by the Procuring Entity shall not be considered.

27. Detailed Evaluation and Comparison of Bids

27.1. The Procuring Entity will undertake the detailed evaluation and comparison of Bids which have passed the opening and preliminary examination of Bids, pursuant to ITB Clause 24, in order to determine the Lowest Calculated Bid.

27.2. In evaluating the Bids to get the Lowest Calculated Bid, the Procuring Entity shall undertake the following:
(a) The detailed evaluation of the financial component of the bids, to establish the correct calculated prices of the bids; and

(b) The ranking of the total bid prices as so calculated from the lowest to highest. The bid with the lowest price shall be identified as the Lowest Calculated Bid.

27.3. The Procuring Entity’s BAC shall immediately conduct a detailed evaluation of all bids rated “passed,” using non-discretionary “pass/fail” criterion. The BAC shall consider the following in the evaluation of bids:

(a) Completeness of the bid. Unless the ITB specifically allows partial bids, bids not addressing or providing all of the required items in the Schedule of Requirements including, where applicable, bill of quantities, shall be considered non-responsive and, thus, automatically disqualified. In this regard, where a required item is provided, but no price is indicated, the same shall be considered as non-responsive, but specifying a “0” (zero) for the said item would mean that it is being offered for free to the Procuring Entity [refer to Section III, BDS 27.3(a) for clarification]; and

(b) Arithmetical corrections. Consider computational errors and omissions to enable proper comparison of all eligible bids. It may also consider bid modifications if expressly allowed in the BDS. Any adjustment shall be calculated in monetary terms to determine the calculated prices.

27.4. Based on the detailed evaluation of bids, those that comply with the above-mentioned requirements shall be ranked in the ascending order of their total calculated bid prices, as evaluated and corrected for computational errors, discounts and other modifications, to identify the Lowest Calculated Bid. Total calculated bid prices, as evaluated and corrected for computational errors, discounts and other modifications, which exceed the ABC shall not be considered, unless otherwise indicated in the BDS.

27.5. The Procuring Entity’s evaluation of bids shall only be based on the bid price quoted in the Financial Bid Form. (Refer to Section III, BDS 27.5 for clarification)

27.6. Bids shall be evaluated on an equal footing to ensure fair competition. For this purpose, all bidders shall be required to include in their bids the cost of all taxes, such as, but not limited to, value added tax (VAT), income tax, local taxes, and other fiscal levies and duties which shall be itemized in the bid form and reflected in the detailed estimates. Such bids, including said taxes, shall be the basis for bid evaluation and comparison.

28. Post Qualification

28.1. The Procuring Entity shall determine to its satisfaction whether the Bidder that is evaluated as having submitted the Lowest Calculated Bid (LCB) complies with and is responsive to all the requirements and conditions specified in ITB Clauses 5, 12, and 13.

28.2. Within a non-extendible period of three (3) calendar days from receipt by the Bidder of the notice from the BAC that it submitted the LCB, the Bidder shall submit the following documentary requirements (Refer to Section III, BDS 28.2 for clarification): [GPPB Res. No. 21-2013 Annex B]

(a) Latest income and business tax returns in the form specified in the BDS;

(b) Certificate of PhilGEPS Registration; and

Failure of the Bidder declared as LCB to duly submit the requirements under this Clause or a finding against the veracity of such, shall be ground for forfeiture of the bid security and disqualification of the Bidder for award.

28.3. The determination shall be based upon an examination of the documentary evidence of the Bidder’s qualifications submitted pursuant to ITB Clauses 12 and 13, as well as other information as the Procuring Entity deems necessary and appropriate, using a non-discretionary “pass/fail” criterion.

28.4. If the BAC determines that the Bidder with the Lowest Calculated Bid passes all the criteria for post-qualification, it shall declare the said bid as the Lowest Calculated Responsive Bid, and recommend to the Head of the Procuring Entity the award of contract to the said Bidder at its submitted price or its calculated bid price, whichever is lower, subject to ITB Clause 30.3. (Refer to Section III, BDS 28.4 for clarification)

28.5. A negative determination shall result in rejection of the Bidder’s Bid, in which event the Procuring Entity shall proceed to the next Lowest Calculated Bid to make a similar determination of that Bidder’s capabilities to perform satisfactorily. If the second Bidder, however, fails the post qualification, the procedure for post qualification shall be repeated for the Bidder with the next Lowest Calculated Bid, and so on until the Lowest Calculated and Responsive Bid is determined for contract award.

28.6. Within a period not exceeding seven (7) calendar days from the date of receipt of the recommendation of the BAC, the Head of the Procuring Entity shall approve or disapprove the said recommendation. In the case of government owned and government-owned and/or -controlled corporations (GOCCs) and government financial institutions (GFIs), the period provided herein shall be fifteen (15) calendar days.

29. Reservation Clause
29.1. Notwithstanding the eligibility or post-qualification of a bidder, the Procuring Entity concerned reserves the right to review its qualifications at any stage of the procurement process if it has reasonable grounds to believe that a misrepresentation has been made by the said bidder, or that there has been a change in the Bidder’s capability to undertake the project from the time it submitted its eligibility requirements. Should such review uncover any misrepresentation made in the eligibility and bidding requirements, statements or documents, or any changes in the situation of the Bidder which will affect its capability to undertake the project so that it fails the preset eligibility or bid evaluation criteria, the Procuring Entity shall consider the said Bidder as ineligible and shall disqualify it from submitting a bid or from obtaining an award or contract.
29.2. Based on the following grounds, the Procuring Entity reserves the right to reject any and all Bids, declare a Failure of Bidding or not to award the contract, without thereby incurring any liability, and make no assurance that a contract shall be entered into as a result of the bidding:
(a) if there is prima facie evidence of collusion between appropriate public officers or employees of the Procuring Entity, or between the BAC and any of the bidders, or if the collusion is between or among the bidders themselves, or between a bidder and a third party, including any act which restricts, suppresses or nullifies or tends to restrict, suppress or nullify competition;
(b) if the Procuring Entity’s BAC is found to have failed in following the prescribed bidding procedures; or
(c) for any justifiable and reasonable ground where the award of the contract will not redound to the benefit of the Government as follows:

(i) If the physical and economic conditions have significantly changed so as to render the project no longer economically, financially or technically feasible as determined by the head of the procuring entity;

(ii) If the project is no longer necessary as determined by the head of the procuring entity; and

(iii) If the source of funds for the project has been withheld or reduced through no fault of the Procuring Entity.
29.3. In addition, the Procuring Entity may likewise declare a failure of bidding when:

(a) No bids are received;

(b) All prospective bidders are declared ineligible;

(d) The bidder with the Lowest Calculated Responsive Bid refuses, without justifiable cause to accept the award of contract, and no award is made.

F. Award of Contract

30. Contract Award

30.1. Subject to ITB Clause 28, the Procuring Entity shall award the contract to the Bidder whose Bid has been determined to be the Lowest Calculated and Responsive Bid (LCRB). (Refer to Section III, BDS 30.1 for clarification)

30.2. Prior to the expiration of the period of Bid validity, the Procuring Entity shall notify the successful Bidder in writing that its Bid has been accepted, through a Notice of Award received personally or sent by registered mail or electronically, receipt of which must be confirmed in writing within two (2) days by the LCRB and submitted personally or sent by registered mail or electronically to the Procuring Entity.

30.3. Notwithstanding the issuance of the Notice of Award, award of contract shall be subject to the following conditions:

(a) Submission of the following documents within the prescribed period from receipt by the Bidder of the notice that it has the Lowest Calculated and Responsive Bid:

(i) Valid JVA, if applicable, within ten (10) calendar days;

(ii) Valid PCAB license and registration for the type and cost of the contract to be bid for foreign bidders, within thirty (30) calendar days, if allowed under a Treaty or International or Executive Agreement mentioned in ITB Clause 12.1(a)(iv);

(b) Posting of the performance security in accordance with ITB Clause 32;

(d) Approval by higher authority, if required.

31. Signing of the Contract

31.1. At the same time as the Procuring Entity notifies the successful Bidder that its Bid has been accepted, the Procuring Entity shall send the Contract Form to the Bidder, which Contract has been provided in the Bidding Documents, incorporating therein all agreements between the parties.

31.2. Within ten (10) calendar days from receipt of the Notice of Award, the successful Bidder shall post the required performance security, sign and date the contract and return it to the Procuring Entity.

31.3. The Procuring Entity shall enter into contract with the successful Bidder within the same ten (10) calendar day period provided that all the documentary requirements are complied with. (refer to Section III, BDS 31.3 for clarification)

31.4. The following documents shall form part of the contract:

(a) Contract Agreement;

(b) Bidding Documents;

(d) Performance Security;

(e) Credit line in accordance with ITB Clause 5.5, if applicable;

(f) Notice of Award of Contract; and
(g) Other contract documents that may be required by existing laws and/or specified in the BDS.

32. Performance Security

32.1. To guarantee the faithful performance by the winning Bidder of its obligations under the contract, it shall post a performance security within a maximum period of ten (10) calendar days from the receipt of the Notice of Award from the Procuring Entity and in no case later than the signing of the contract.

32.2. The procuring entity shall prescribe at least two (2) acceptable forms of performance security taken from two (2) categories below that bidders may opt to use, denominated in Philippine Pesos and posted in favor of the Procuring Entity in an amount equal to the percentage of the total contract price in accordance with the following schedule: (refer to Section III, BDS 32.2 for clarification) [GPPB Res. No. 25-2013 Annex B]

32.3. Failure of the successful Bidder to comply with the above-mentioned requirement shall constitute sufficient ground for the annulment of the award and forfeiture of the bid security, in which event the Procuring Entity shall initiate and complete the post qualification of the second Lowest Calculated Bid. The procedure shall be repeated until the Lowest Calculated and Responsive Bid is identified and selected for contract award. However, if no Bidder passed post-qualification, the BAC shall declare the bidding a failure and conduct a re-bidding with re-advertisement.

33. Notice to Proceed

33.1. Within three (3) calendar days from the date of approval of the Contract by the appropriate government approving authority, the Procuring Entity shall issue its Notice to Proceed to the Bidder [refer to Section III, BDS 33.1 for clarification].

33.2. The contract effectivity date shall be provided in the Notice to Proceed by the Procuring Entity, which date shall not be later than seven (7) calendar days from the issuance of the Notice to Proceed.
34. Protest Mechanism

Decision of the procuring entity at any stage of the procurement process may be questioned in accordance with Section 55 of the revised Implementing Rules and Regulations of Republic Act No. 9184 (Refer to Section III, BDS 34 for clarification).

SECTION III

BID DATA SHEET

SECTION III – BID DATA SHEET

This Section III, Bid Data Sheet amends and/or supplements Section II, Instructions to Bidders. In case of discrepancy between Section III and Section II of the Bidding Documents, the provisions of Section III shall prevail.

ITB Clause Description
1.1 Scope of Bid
The PROCURING ENTITY is the: Department of Education
Alaminos City Division.
The name of the Contract/Project is: Repair of
Classrooms – Billeting For Lucap ES (20 CL), Sabangan ES (9 CL)& Bued ES (11 CL)
The identification number of the Project is:
The identification of lot(s) are:
Lot No. Location ABC in PhP
1 Lucap ES, Lucap, Alaminos City P 7,111,171.60
Sabangan ES, Sabangan, Alaminos City P 2,712,091.53
Bued ES, Bued, Alaminos City P 2,739,365.69
Total P 12,562,628.81
The Procuring Entity hereby invites bids for this/these infrastructure project/s, as described in Section VI. Specifications, Section VII. Drawings, and Section VIII. Bill of Quantities, and Program of Works/Detailed Estimates, altogether.
2
Source of Funds
The Funding Source is:
CY 2018 Government Appropriations Act (GAA), intends to apply the sum of Twelve Million Five Hundred Sixty Two Thousand Six Hundred Twenty Eight and 81/100 Pesos (PhP 12,562,628.81) Only.

3.1 (b); and
3.1.(c) Corrupt, Fraudulent, Collusive, Coercive, and Obstructive Practices
3.1(b) The Procuring Entity and/or the Funding Source will reject a proposal for award if it determines that the bidder recommended for award has engaged in corrupt, fraudulent, collusive, coercive, and/or obstructive practice(s) in competing for the Contract; and
3.1(c) The Procuring Entity and/or the Funding Source will declare a firm ineligible, either indefinitely or for a stated period of time, to be awarded Contract funded by the Funding Source if it at any time determines that the firm has engaged in corrupt, fraudulent, collusive, coercive and/or obstructive practice(s) in competing for, or in executing, a Contract funded by the Funding Source.
5.1 Eligible Bidders
No further instruction.
5.2 Eligible Bidders

No further instruction.

5.4(a) Similar Contract
Contractors under Small A and Small B PCAB-categories without similar experience on the contract to be bid will not be allowed to bid. The bidder must have an experience of having completed at least one (1) contract, that is similar to the contract to be bid, and whose value adjusted to current prices using the NSO consumer price index must be at least fifty percent 50% of the ABC to be bid.

Pursuant to IRR 23.5.2.5 of R.A. 9184, a contract shall be considered “similar” to the contract to be bid if it has the same major categories of work.
8.1 Subcontracts
Subcontracting is not allowed.
8.2 Subcontracts
Not applicable.
9.1 Pre-Bid Conference
The Procuring Entity will hold a pre-bid conference for this Project open to all interested constructors on January 5, 2018, 2:00 P.M. at the Division Office, Conference Room
In case the procuring entity was not able to conduct the pre-bid conference on the date of the pre-bid conference because of cancellation of office work(s), by the government or its instrumentality, due to fortuitous event, e.g., typhoon, flood, etc., the procuring entity shall issue a bid bulletin to all prospective bidders who bought the bidding documents to set the new date of the pre-bid conference. The time and venue of the pre-bid conference shall be indicated in said bid bulletin. The date for submission and opening of bids shall be moved if appropriate to comply with the “12-calendar-day-period” prescribed under Sec. 22.2 of the revised IRR of RA 9184.
In case the government or its instrumentality declared a date a non-working day without a fortuitous event, when such date is also the date of the pre-bid conference, the procuring entity shall likewise issue a bid bulletin mentioned in the paragraph above to set the new date of the pre-bid conference. The date for submission and opening of bids shall be moved if appropriate to comply with the “12-calendar-day-period” prescribed under Sec. 22.2 of the revised IRR of RA 9184.
In above-mentioned premises, Sec. 38.2 of the revised IRR of RA 9184, as quoted below, shall not be applicable due to its different context.
“Sec. 38.2. The maximum periods and earliest possible time for action on specific procurement activities are provided for in Annex “C” of this IRR. In case the deadline for each activity falls on a non-working day (i.e. Saturday and Sunday), legal holiday, or special non-working holiday, the deadline shall be the next working day.” [Underscoring ours]

10.1 Addressee for Clarification on any part of the Bidding Documents for Interpretation
The Procuring Entity’s address is:

MR. AGUEDO C. FERNANDEZ
Chairperson
Bids and Awards Committee
DepEd Region 1
Deped Alaminos City Division
Tel. No. : (075) 551-40-12
Telefax No.: (075) 205-00-82
Email: www.depedalaminoscity.com
12.1(a)(i) Documents Comprising the Bid: Eligibility and Technical Components Class “A” Documents, other proof of registration:
No other acceptable proof of registration is recognized.
12.1(a)(iii) Documents Comprising the Bid: Eligibility and Technical Components Class “A” Documents

To be submitted inside the “Technical Component” Envelope
I. Pursuant to GPPB Res. No. 29-2012 dated Nov. 23, 2012, ITB 12.(a)(iii) is hereby revised and the following requirements shall be submitted, otherwise, the bid(s) shall be rejected or disqualified:

1. Statement of all its ongoing government and private contracts within ten (10) years from the submission of bids, including contracts awarded but not yet started, if any, whether similar or not similar in nature and complexity to the contract to be bid; the definition of ongoing contract(s) shall include all contracts/projects for which Notices of Award have been issued by the procuring entity/ies and duly received by the bidder but no contracts yet have been signed or issued by the procuring entity/ies; and

2. Statement identifying the bidder’s single largest completed contract (SLCC) similar to the contract to be bid, except under conditions provided for in Section 23.5.1.3 of the IRR of RA No. 9184. The value of the SLCC herein mentioned must be at least 50% of the ABC to be bid adjusted to current prices using NSO consumer price index.

All of the above statements shall include all information required in ITB
12.1(a)(iii).

Bidder’s failure to include an immaterial ongoing contract or failure to disclose complete information in the above-mentioned statements of contract(s) shall result in the following:
a. Disqualification of the bidder for non-compliance with the eligibility requirement under Sections 23.1 or 24.1 of the revised IRR of R.A. 9184.

b. Blacklisting under Section 65.3(a) or 65.3(b) of the revised IRR of R.A.
9184.

II. In case the bidder has no ongoing contract, the bidder shall submit a duly signed statement of all its ongoing government and private contracts provided in Section IX, Bidding Forms and indicate “No ongoing contract” in said form, otherwise, the bid(s) shall be rated “failed” and disqualified.

12.1(a)(iii.12) and 12.1(a)(iii.13) Documents Comprising the Bid: Eligibility and Technical Components
Class “A” Documents
To be submitted inside the Technical Component Envelope
The bidder shall submit the following in support of its/his/her statement of all ongoing contracts:
1. Copies of notices of award or notices to proceed issued by the owners in accordance with ITB 12.1(a)(iii.12);
The Bidder shall submit the following in support of its/his/her statement identifying its/his/her similar single largest completed contract:
1. Copy of notice of award or notice to proceed issued by the owner in accordance with ITB 12.1(a)(iii.12); and

2. Copy of owner’s certificate of final acceptance or certificate of completion and, whenever applicable, the CPES summary final rating, which must be satisfactory, in accordance with ITB 12.1(a)(iii.13). [GPPB Res. No. 25-2012]
12.1(a.iv) Documents Comprising the Bid: Eligibility and Technical Components Class “A” Documents

To be submitted inside the “Technical Component” Envelope

For joint venture(s) or contractors who intend to form a joint venture and jointly submit bid(s) for this procurement of works:

1. Valid PCAB license and registration for the Joint Venture required in Section 38 of RA 4566, i.e., “Contractor’s License Law.” Failure to submit this requirement shall be a ground for rejection or disqualification of the bid(s).
12.1(b)(iii) Documents Comprising the Bid: Eligibility and Technical Components

Original Omnibus Sworn Statement shall be submitted inside the “Technical Component” Envelope, otherwise, the bid(s) shall be rejected or disqualified.
13.1 Documents Comprising the Bid: Financial Component

To be submitted inside the “Financial Component” Envelope

Mandatory requirement in compliance with this BDS-ITB 13.1(a):

1. Original duly signed and priced Financial Bid Form in accordance with the form prescribed in Section IX, Bidding Forms.

Mandatory requirements in compliance with this BDS-ITB 13.1(b):

1. Original duly signed and priced Program of Works/Detailed Estimates
2. Original duly signed and priced Bill of Quantities
3. Duly signed Cash Flow by Quarter and Payment Schedule

Failure to submit any of the mandatory requirements in compliance with these BDSITB 13.1(a) and 13.1(b) stated herein shall be a ground for rejection or disqualification of bid(s).

Optional requirement to facilitate bid evaluation:

1. Soft copy in compact disc (CD) or flash drive of the duly priced Bill of Quantities and the Program(s) of Works/Detailed Estimates using Microsoft Excel.

Bidder’s failure to submit the optional requirement stated herein shall not be a ground for rejection of the bid(s).

13.2(a) Documents Comprising the Bid: Financial Component
Bid prices “as read” which exceed the ABC per lot shall not be rejected outright during opening of bids. The BAC or its authorized representative(s) shall conduct an evaluation and calculation of said bid prices during the opening of bids. If a bid price, as evaluated and calculated is higher than the ABC per lot, the bidder submitting the same shall be automatically disqualified in accordance with Section 31.1 of the IRR of R.A. 9184.
14.2 Alternative Bids

No further instruction.
15.4 Bid Prices

No further instruction.
16.1 Bid Currencies

The bid prices shall be quoted in Philippine Pesos.
17.1 Bid Validity
Bids shall be valid for 120 calendar days from date of bid opening. Bids valid for a shorter period shall be rejected outright as non-responsive.

18.1 Bid Security The bidder shall submit a bid security in the form of a Bid Securing Declaration or any of the forms of bid securities described below: [Basis: GPPB Cir. No. 01-2014]

Form and amount of Bid Security (Equal to Percentage of the ABC)

1. The amount of __________ [Insert 2% of ABC], in a form of Bank Draft/Guarantee issued by a Universal or Commercial Bank. If issued by a foreign Universal or Commercial bank, it shall be issued by its branch located or conducting business in the Philippines authorized to encash the check.
[Procuring entities may add other bid security forms acceptable under RA 9184]
2. Any combination of the herein-mentioned acceptable forms of bid securities proportionate to the share of form with respect to the total amount of bid security, if applicable.
1. Original Bid Security shall be submitted inside the “Technical Component” Envelope, otherwise, the bid(s) shall be rejected or disqualified; or

2. Original and valid Bid Securing Declaration (BSD) must be submitted inside the “Technical Component” Envelope in lieu of the bid security, otherwise, the bid(s) shall be rejected or disqualified. The prescribed BSD form is provided in Section VIII, Bidding Forms.
Bid security in the amount exceeding the required amount of the appropriate bid security stated herein is not a ground for rejection or disqualification of the corresponding bid(s).
Bid security in the amount lesser by a maximum of fifty centavos than the required amount of bid security shall not be considered as “patently insufficient,” therefore, shall not be a ground for rejection or disqualification of the corresponding submitted bid(s).
Bid security that is not in the form and amount considered herein shall be ground for rejection of the corresponding bid(s).
Bid Security in the form of Bank Draft/Guarantee shall be payable to DepED Alaminos City Division as payee acceptable to its depository bank].

18.1 Grounds for Enforcement of Bid Securing Declaration [GPPB Res. No. 15-2014]
The Bid Securing Declaration shall be enforced when the bidder commits any act resulting to the forfeiture of bid security under Sections 23.1(b), 34.2, 40.1 and 69.1, except 69.1(f), of the revised IRR of RA 9184; and/or bidder commits any act enumerated in ITB Clause 18.5 of Section II, Instructions to Bidders of the Bidding Documents.
Commission of any of the acts mentioned herein shall merit the following sanctions:
a) Penalty of automatic blacklisting for two (2) years in all government procurement activities;

b) Payment of fine equivalent to the amount subject to the following rules:

i) In case of multiple bidders:

Two Percent (2%) of the Approved Budget for the Contract (ABC) or the Difference between the evaluated bid prices of the bidder with the Lowest Calculated/Highest Rated Bid and the bidder with the next Lowest Calculated/Highest Rated Bid, and so on, whichever is HIGHER;
As regards the bidder with the Highest Calculated/Lowest Rated Bid, the mount shall be Two Percent (2%) of the ABC or the Difference between the evaluated bid price and the ABC, whichever is HIGHER;
ii) In case of a single bidder:
Two Percent (2%) of the ABC or the Difference between the evaluated bid price and the Approved Budget for the Contract, whichever is HIGHER.
iii) Violations committed prior to opening of financial envelope:
A fix amount equivalent to two percent (2%) of the ABC.
iv) The bidder shall pay the above-mentioned fine within fifteen (15) days from receipt of the written demand by the procuring entity as a result of the violation of the conditions in the Bid Securing Declaration.
v) The imposition of the foregoing fine is without prejudice to other legal action the government may undertake against the erring bidder.

18.2 Bid Security
The bid security shall be valid for 120 calendar days reckoned from the date of opening of bids. Bids with bid security valid for a shorter period shall be rejected outright as non-responsive.
The bid security shall be turned-over by the BAC to the Cashier of the DepED Alaminos City Division for custody or deposit, whichever is appropriate.
19.4 Format and Signing of Bids

Each and every page of the bid may have not been initialed, however, the bid must have been signed by the authorized representative of the Bidder on the appropriate page or pages provided for the signature of said authorized representative, hence, binding the bidder to its bid, the bidding rules, and the contract in case of an award.
20.1 Sealing and Marking of Bids

1. Bidders shall enclose their original eligibility and technical documents described in ITB Clause 12 in one (1) sealed envelope marked “ORIGINAL – TECHNICAL COMPONENT,” and the original of their financial component described in ITB
Clause 13 in another sealed envelope marked “ORIGINAL – FINANCIAL COMPONENT.” [Refer to Envelope Sealing Illustration on last page of the bidding documents].

2. In addition, the Bidders shall submit a copy of each of the Technical Component and the Financial Component of their bids in separate envelopes, respectively. Then, the bidders shall seal and mark the original and the copy of their bids in accordance with BDS 20.2. [The Procuring Entity may require submission of maximum of 3 copies if necessary]
In the event of any discrepancy between the original and the copy, the original shall prevail.
Original Class “A” Eligibility Documents, such as the SEC, DTI, or the CDA registration certificate, the Mayor’s Permit and the PCAB License may not be submitted on the date and time of bid submission. However, the bidder must be able to present such original documents during post-qualification on demand by the BAC or its authorized representative(s).
20.2 Sealing and Marking of Bids [Refer to Envelope Sealing Illustration on last page of the bidding documents]
1. Each copy of the Technical Component and the Financial Component of the bid shall be similarly sealed in separate envelopes duly marking each envelope as
“COPY NO. 1/2/3 – TECHNICAL COMPONENT” and “COPY NO. 1/2/3 – FINANCIAL COMPONENT”

2. The “ORIGINAL – TECHNICAL COMPONENT” envelope and the “COPY NO. 1/2/3 – TECHNICAL COMPONENT” envelope(s) shall be sealed in one outer envelope marked “TECHNICAL COMPONENT”

3. The “ORIGINAL – FINANCIAL COMPONENT” envelope and the “COPY NO. 1/2/3 – FINANCIAL COMPONENT” envelope(s) shall be sealed in one outer envelope marked “FINANCIAL COMPONENT”

4. All envelopes shall be marked in accordance with ITB Clause 20.4.

20.3 Sealing and Marking of Bids
Number of copies of the bid to be submitted
Each Bidder shall submit one (1) original and two (2) copies of the Technical Component and one (1) original and two (2) copies of the Financial Component of its bid. [The Procuring Entity may require submission of maximum of 3 copies if necessary]

Failure to submit the required original Technical Component and the required original Financial Component is a ground for rejections or disqualification of the bid(s).

Failure to submit copies of the Technical Component and the Financial Component mentioned above is not a ground for rejection or disqualification of the bid(s). The BAC shall use the original Technical Component and the original Financial Component to examine and evaluate the bid(s). Nonetheless, bidders are strongly encouraged to submit the additional copies to facilitate objective and efficient examination of their bids.
20.5 Sealing and Marking of Bids
Sealing and Marking of bids are not grounds for rejection of bid(s).
21
The Address and Deadline for Submission of Bids:
The address for submission of bids is:
DepEd Alaminos City Division
San Jose Drive, Alaminos City, Pangasinan

The deadline for submission of bids is: January 17, 2018, 2:00 p.m.
24 Opening and Preliminary Examination of Bids:
In case the procuring entity was not able to receive and open the bid(s) on the deadline for submission and opening of bid(s) because of cancellation of office work(s), by the government or its instrumentality, due to fortuitous event, e.g., typhoon, flood, etc., the procuring entity shall issue a notice to all prospective bidders who bought the bidding documents to set the new date for the submission and opening of bids. The time and venue for the submission and opening of bid(s) shall be indicated in said notice. Late bid(s) shall not be accepted pursuant to Section I, Instruction to Bidders, ITB Clause 22.
In case the government or its instrumentality declared a date a non-working day without a fortuitous event, when such date is also the deadline (date) for submission and opening of bids, the procuring entity shall likewise issue a notice mentioned in the paragraph above. Late bid(s) shall not be accepted pursuant to Section I, Instruction to Bidders, ITB Clause 22.
In above-mentioned premises, Sec. 38.2, as quoted below, of the revised IRR of RA 9184, shall not be applicable due to its different context.
“Sec. 38.2. The maximum periods and earliest possible time for action on specific procurement activities are provided for in Annex “C” of this IRR. In case the deadline for each activity falls on a non-working day (i.e. Saturday and Sunday), legal holiday, or special non-working holiday, the deadline shall be the next working day.” [Underscoring ours]

24.1 Opening and Preliminary Examination of Bids:
The place of bid opening is:
DepEd Alaminos City Division
San Jose Drive, Alaminos City, Pangasinan

The date and time of bid opening is: January 17, 2018, 2:00 P.M..
24.2 Opening and Preliminary Examination of Bids:
No further instruction.
27.3(a) Detailed Evaluation and Comparison of Bids
Completeness of the bid. Unless the ITB specifically allows partial bids, bids not addressing or providing all of the required items in the bidding documents, program of works and detailed estimates including, where applicable, bill of quantities, shall be considered non-responsive and, thus, automatically disqualified. In this regard, where a required item is provided, but no price is indicated, the same shall be considered as non-responsive, but specifying a “0” (zero) or “-“ (dash) for the said item would mean that it is being offered for free to the Procuring Entity;
27.3(b) Detailed Evaluation and Comparison of Bids Arithmetical Corrections
Bid modification shall be allowed only in accordance with ITB Clause 23.
27.4 Detailed Evaluation and Comparison of Bids

No further instruction.
27.5 Detailed Evaluation and Comparison of Bids

The Procuring Entity’s evaluation of bids shall only be based on the bid price quoted in the Financial Bid Form, Bill of Quantities, and Program of Works/Detailed Estimates.

28.2 Post-Qualification, Submission of Documentary Requirements
To facilitate post-qualification, the bidder at its option may submit in advance, i.e. on the deadline for submission and receipt of bids, the documents required in Section II. ITB 28.2, in a separate sealed envelope as follows:
1. Latest income and business tax returns: Printed copies of the Electronically filed Income Tax / Business Tax Returns with copies of their respective Payment Confirmation Forms for the immediately preceding calendar / tax year from the authorized agent bank;

2. Valid Certificate of PhilGEPS Registration

The envelope shall be marked:
• ITB 28.2 Documents
• Name of Project: _____________________________________
• Bid Opening Date: ___________________________________
• Name of Bidder: _____________________________________

28.2(b) Post-Qualification

Only tax returns filed and taxes paid through the BIR Electronic Filing and Payment System (EFPS) shall be accepted.

1. Printed copies of the Electronically filed Income Tax and Business Tax Returns with copies of their respective Payment Confirmation Forms for the immediate preceding calendar/tax year from the authorized agent bank.

NOTE: The latest income and business tax returns are those within the last six months preceding the date of bid submission.
28.2(d) Post-Qualification
No further instruction.
28.4 Post-Qualification, Method of breaking a tie between or among Equal Bids
In accordance with GPPB Circular No. 06-2005 dated August 5, 2005, Procuring Entities are required to identify, at the onset of the bidding process, a ready and clear measure to break a tie to be used in the event of a tie between two or more bidders that have been post-qualified and whose bids have been determined as Lowest Calculated Responsive Bids (LCRB).
In case of a tie or equal bids having been post-qualified, the measure determined by the procuring entity to break the tie shall be non-discretionary and non-discriminatory such that the same is based on sheer luck or chance. The procuring entity shall use “draw lots” or similar methods of chance.
30.1 Contract Award
Award of contract shall be made on a per lot basis.
31.3 Signing of the Contract
Notarization fee of the contract shall be paid by the contractor.
31.4(g) Signing of the Contract
The following documents shall be submitted by the successful bidder within 10 calendar days from its receipt of Notice of Award:
1. Construction Schedule and S-Curve
2. PERT/CPM
3. Manpower Utilization Schedule
4. Construction Method
5. Equipment Utilization Schedule
6. Construction Safety and Health Program approved by the Department of Labor and Employment

The Bid Security may be forfeited in case the successful bidder failed to submit any of the above documents within the ten (10) day prescribed period.

32.2 Performance Security

[Procuring entities may delete one (1) category of performance security from the categories stated in Section I ITB 32.2 and retain at least two (2) categories in accordance with GPPB Res. No. 25-2013 dated 8/30/13, see the following example-delete this highlighted paragraph in the final bidding docs]

Pursuant to Section II, ITB 32.2, any of the following forms of performance securities is prescribed by the procuring entity as acceptable, to wit:

Form of Performance Security Amount of Performance
Security
(Equal to Percentage of the
Total Contract Price)
(a) Cash or cashier’s/manager’s check issued by a Universal or Commercial Bank. Ten percent (10%)
(b) Bank draft/guarantee or irrevocable letter of credit issued by a Universal or Commercial Bank: Provided, however, that it shall be confirmed or authenticated by a Universal or Commercial Bank, if issued by a foreign bank.
(c) Any combination of the foregoing. Proportionate to share of form with respect to total amount of
security
Performance Security submitted not in any of the forms herein-mentioned shall be ground for cancellation of the award of contract and forfeiture of the bid security without prejudice to procuring entity’s any other courses of actions provided in the bidding documents, laws, rules and regulations.
The performance security shall be turned-over to the DepED Alaminos City Division Office Cashier for custody or deposit, whichever is appropriate.
33.1 Notice to Proceed
The procuring entity shall issue the Notice to Proceed together with a copy of the approved contract to the successful bidder within three (3) calendar days from the date of approval of the contract by the appropriate government approving authority. However, for infrastructure projects with an ABC of Fifty Million Pesos (P50,000,000) and below, the maximum period is two (2) calendar days. The contract effectivity date shall be provided in the Notice to Proceed by the procuring entity, which date shall not be later than seven (7) calendar days from its issuance.

34 Protest Mechanism

Section 55 of the IRR of RA No. 9184

55.1. Decisions of the BAC at any stage of the procurement process may be questioned by filing a request for reconsideration within the three (3) calendar days upon receipt of written notice or upon verbal notification. The BAC shall decide on the request for reconsideration within seven (7) calendar days from receipt thereof.
If a failed bidder signifies his intent to file a request for reconsideration, the BAC shall keep the bid envelopes of the said failed bidder unopened and/or duly sealed until such time that the request for reconsideration has been resolved.
55.2. In the event that the request for reconsideration is denied, decisions of the BAC may be protested in writing to the Head of the Procuring Entity: Provided, however, that a prior request for reconsideration should have been filed by the party concerned in accordance with the preceding Section, and the same has been resolved.

55.3. The protest must be filed within seven (7) calendar days from receipt by the party concerned of the resolution of the BAC denying its request for reconsideration. A protest may be made by filing a verified position paper with the Head of the Procuring Entity concerned, accompanied by the payment of a non-refundable protest fee. The non-refundable protest fee shall be as follows:
ABC RANGE PROTEST FEE
50 million pesos and below 0.75% of the ABC
More than 50 million pesos to 100 million pesos PhP 500,000.00
More than 100 million pesos to 500 million pesos 0.5% of the ABC
More than 500 million pesos to 1 billion pesos PhP 2,500,000.00
More than 1 billion pesos to 2 billion pesos 0.25% of the ABC
More than 2 billion pesos to 5 billion pesos PhP 5,000,000.00
More than 5 billion pesos 0.1 % of the ABC

34 Protest Mechanism (continued)

Section 55 of the IRR of RA No. 9184

55.4. The verified position paper shall contain the following information:

a) The name of bidder;
b) The office address of the bidder;
c) The name of project/contract;
d) The implementing office/agency or procuring entity;
e) A brief statement of facts;
f) The issue to be resolved; and
g) Such other matters and information pertinent and relevant to the proper resolution of the protest.
The position paper must be verified by an affidavit that the affiant has read and understood the contents thereof and that the allegations therein are true and correct of his personal knowledge or based on authentic records. An unverified position paper shall be considered unsigned, produces no legal effect, and results to the outright dismissal of the protest. In addition, the bidder shall likewise certify under oath that:
a) he has not theretofore commenced any action or filed any claim involving the same issues in any court, tribunal or quasi-judicial agency and, to the best of his knowledge, no such other action or claim is pending therein;

b) if there is such other pending action or claim, he is including a complete statement of the present status thereof; and

c) if he should thereafter learn that the same or similar action or claim has been filed or is pending, he shall report that fact within five (5) days therefrom to the Head of Procuring Entity wherein his protest is filed.
Failure to comply with the foregoing requirements shall not be curable by mere amendment of the verified position paper.

SECTION IV

GENERAL CONDITIONS OF
CONTRACT

TABLE OF CONTENTS
GCC No. Description Page No.
GCC – 1 Definitions 46
GCC – 2 Interpretation 47
GCC – 3 Governing Language and Law 48
GCC – 4 Communications 48
GCC – 5 Possession of Site 48
GCC – 6 The Contractor’s Obligation 48
GCC – 7 Performance Security 49
GCC – 8 Sub-contracting 50
GCC – 9 Liquidated Damages 50
GCC – 10 Site Investigation Reports 51
GCC – 11 The Procuring Entity, Licenses and Permits 51
GCC – 12 Contractor’s Risk and Warranty Security 51
GCC – 13 Liability of the Contractor 52
GCC – 14 Procuring Entity’s Risk 53
GCC – 15 Insurance 53
GCC – 16 Termination for Default of Contractor 54
GCC – 17 Termination for Default of Procuring Entity 55
GCC – 18 Termination for Other Causes 55
GCC – 19 Procedures for Termination of Contracts 56
GCC – 20 Force Majeure, Release from Performance 58
GCC – 21 Resolution of Disputes 59
GCC – 22 Suspension of Loan, Credit, Grant, or Appropriation 59
GCC – 23 Procuring Entity’s Representative’s Decision 59
GCC – 24 Approval of Drawings and Temporary Works by Procuring Entity’s Representative 59
GCC – 25 Acceleration and Delays Ordered by the Procuring Entity’s Representative 60
GCC – 26 Extension of the Intended Completion Date 60
GCC – 27 Right to Vary 60
GCC – 28 Contractor’s Right to Claim 60
GCC – 29 Dayworks 60
GCC – 30 Early Warning 61
GCC – 31 Program of Work 61
GCC – 32 Management Conferences 61
GCC – 33 Bill of Quantities 62
GCC – 34 Instructions, Inspections and Audits 62
GCC – 35 Identifying Defects 62
GCC – 36 Cost of Repairs 62
GCC – 37 Correction of Defects 63
GCC – 38 Uncorrected Defects 63
GCC – 39 Advance Payment 63
GCC – 40 Progress Payments 64
GCC – 41 Payment Certificates 64
GCC – 42 Retention 65
GCC – 43 Variation Orders 65
GCC – 44 Contract Completion 67
GCC – 45 Suspension of Work 67
GCC – 46 Payment on Termination 68
GCC – 47 Extension of Contract Time 68
GCC – 48 Price Adjustment 69
GCC – 49 Completion 69
GCC – 50 Taking Over 69
GCC – 51 Operating and Maintenance Manual 69

SECTION IV – GENERAL CONDITIONS OF THE CONTRACT
1. Definitions
For purposes of this Clause, boldface type is used to identify defined terms.
1.1. The Arbiter is the person appointed jointly by the Procuring Entity and the Contractor to resolve disputes in the first instance, as provided for in GCC Clause 21.

1.2. Bill of Quantities refers to a list of the specific items of the Work and their corresponding unit prices, lump sums, and/or provisional sums.

1.3. The Completion Date is the date of completion of the Works as certified by the Procuring Entity’s Representative, in accordance with GCC Clause 49.

1.4. The Contract is the contract between the Procuring Entity and the Contractor to execute, complete, and maintain the Works.

1.5. The Contract Price is the price stated in the Letter of Acceptance and thereafter to be paid by the Procuring Entity to the Contractor for the execution of the Works in accordance with this Contract.

1.6. Contract Time Extension is the allowable period for the Contractor to complete the Works in addition to the original Completion Date stated in this Contract.

1.7. The Contractor is the juridical entity whose proposal has been accepted by the Procuring Entity and to whom the Contract to execute the Work was awarded.

1.8. The Contractor’s Bid is the signed offer or proposal submitted by the Contractor to the Procuring Entity in response to the Bidding Documents.

1.9. Days are calendar days; months are calendar months.

1.10. Dayworks are varied work inputs subject to payment on a time basis for the Contractor’s employees and Equipment, in addition to payments for associated Materials and Plant.

1.11. A Defect is any part of the Works not completed in accordance with the Contract.

1.12. The Defects Liability Certificate is the certificate issued by Procuring Entity’s Representative upon correction of defects by the Contractor.

1.13. The Defects Liability Period is the one year period between contract completion and final acceptance within which the Contractor assumes the responsibility to undertake the repair of any damage to the Works at his own expense.

1.14. Drawings are graphical presentations of the Works. They include all supplementary details, shop drawings, calculations, and other information provided or approved for the execution of this Contract.

1.15. Equipment refers to all facilities, supplies, appliances, materials or things required for the execution and completion of the Work provided by the Contractor and which shall not form or are not intended to form part of the Permanent Works.

1.16. The Intended Completion Date refers to the date specified in the SCC when the Contractor is expected to have completed the Works. The Intended Completion Date may be revised only by the Procuring Entity’s Representative by issuing an extension of time or an acceleration order.

1.17. Materials are all supplies, including consumables, used by the Contractor for incorporation in the Works.
1.18. The Notice to Proceed is a written notice issued by the Procuring Entity or the Procuring Entity’s Representative to the Contractor requiring the latter to begin the commencement of the work not later than a specified or determinable date.

1.19. Permanent Works all permanent structures and all other project features and facilities required to be constructed and completed in accordance with this Contract which shall be delivered to the Procuring Entity and which shall remain at the Site after the removal of all Temporary Works.

1.20. Plant refers to the machinery, apparatus, and the like intended to form an integral part of the Permanent Works.

1.21. The Procuring Entity is the party who employs the Contractor to carry out the Works stated in the SCC.

1.22. The Procuring Entity’s Representative refers to the Head of the Procuring Entity or his duly authorized representative, identified in the SCC, who shall be responsible for supervising the execution of the Works and administering this Contract.

1.23. The Site is the place provided by the Procuring Entity where the Works shall be executed and any other place or places which may be designated in the SCC, or notified to the Contractor by the Procuring Entity’s Representative as forming part of the Site.

1.24. Site Investigation Reports are those that were included in the Bidding Documents and are factual and interpretative reports about the surface and subsurface conditions at the Site.

1.25. Slippage is a delay in work execution occurring when actual accomplishment falls below the target as measured by the difference between the scheduled and actual accomplishment of the Work by the Contractor as established from the work schedule. This is actually described as a percentage of the whole Works.

1.26. Specifications means the description of Works to be done and the qualities of materials to be used, the equipment to be installed and the mode of construction.

1.27. The Start Date, as specified in the SCC, is the date when the Contractor is obliged to commence execution of the Works. It does not necessarily coincide with any of the Site Possession Dates.

1.28. A Subcontractor is any person or organization to whom a part of the Works has been subcontracted by the Contractor, as allowed by the Procuring Entity, but not any assignee of such person.

1.29. Temporary Works are works designed, constructed, installed, and removed by the Contractor that are needed for construction or installation of the Permanent Works.

1.30. Work(s) refer to the Permanent Works and Temporary Works to be executed by the Contractor in accordance with this Contract, including (i) the furnishing of all labor, materials, equipment and others incidental, necessary or convenient to the complete execution of the Works; (ii) the passing of any tests before acceptance by the Procuring Entity’s Representative; (iii) and the carrying out of all duties and obligations of the Contractor imposed by this Contract as described in the SCC.
2. Interpretation
2.1. In interpreting the Conditions of Contract, singular also means plural, male also means female or neuter, and the other way around. Headings have no significance. Words have their normal meaning under the language of this Contract unless specifically defined. The Procuring Entity’s Representative will provide instructions clarifying queries about the Conditions of Contract.
2.2. If sectional completion is specified in the SCC, references in the Conditions of Contract to the Works, the Completion Date, and the Intended Completion Date apply to any Section of the Works (other than references to the Completion Date and Intended Completion Date for the whole of the Works).
3. Governing Language and Law
3.1. This Contract has been executed in the English language, which shall be the binding and controlling language for all matters relating to the meaning or interpretation of this Contract. All correspondence and other documents pertaining to this Contract which are exchanged by the parties shall be written in English.
3.2. This Contract shall be interpreted in accordance with the laws of the Republic of the Philippines.
4. Communications
Communications between parties that are referred to in the Conditions shall be effective only when in writing. A notice shall be effective only when it is received by the concerned party.
5. Possession of Site
5.1. On the date specified in the SCC, the Procuring Entity shall grant the Contractor possession of so much of the Site as may be required to enable it to proceed with the execution of the Works. If the Contractor suffers delay or incurs cost from failure on the part of the Procuring Entity to give possession in accordance with the terms of this clause, the Procuring Entity’s Representative shall give the Contractor a Contract Time Extension and certify such sum as fair to cover the cost incurred, which sum shall be paid by Procuring Entity.
5.2. If possession of a portion is not given by the date stated in the SCC Clause 5.1, the Procuring Entity will be deemed to have delayed the start of the relevant activities. The resulting adjustments in contact time to address such delay shall be in accordance with GCC Clause 47.
5.3. The Contractor shall bear all costs and charges for special or temporary right-of-way required by it in connection with access to the Site. The Contractor shall also provide at his own cost any additional facilities outside the Site required by it for purposes of the Works.
5.4. The Contractor shall allow the Procuring Entity’s Representative and any person authorized by the Procuring Entity’s Representative access to the Site and to any place where work in connection with this Contract is being carried out or is intended to be carried out.
6. The Contractor’s Obligations
6.1. The Contractor shall carry out the Works properly and in accordance with this Contract. The Contractor shall provide all supervision, labor, Materials, Plant and Contractor’s Equipment, which may be required. All Materials and Plant on Site shall be deemed to be the property of the Procuring Entity. [Refer to SCC 6.1. for clarification].
6.2. The Contractor shall commence execution of the Works on the Start Date and shall carry out the Works in accordance with the Program of Work submitted by the Contractor, as updated with the approval of the Procuring Entity’s Representative, and complete them by the Intended Completion Date.
6.3. The Contractor shall be responsible for the safety of all activities on the Site.
6.4. The Contractor shall carry out all instructions of the Procuring Entity’s Representative that comply with the applicable laws where the Site is located.
6.5. The Contractor shall employ the key personnel named in the Schedule of Key Personnel, as referred to in the SCC, to carry out the supervision of the Works. The Procuring Entity will approve any proposed replacement of key personnel only if their relevant qualifications and abilities are equal to or better than those of the personnel listed in the Schedule.
6.6. If the Procuring Entity’s Representative asks the Contractor to remove a member of the Contractor’s staff or work force, for justifiable cause, the Contractor shall ensure that the person leaves the Site within seven (7) days and has no further connection with the Work in this Contract.
6.7. During Contract implementation, the Contractor and his subcontractors shall abide at all times by all labor laws, including child labor related enactments, and other relevant rules.
6.8. The Contractor shall submit to the Procuring Entity for consent the name and particulars of the person authorized to receive instructions on behalf of the Contractor.
6.9. The Contractor shall cooperate and share the Site with other contractors, public authorities, utilities, and the Procuring Entity between the dates given in the schedule of other contractors particularly when they shall require access to the Site. The Contractor shall also provide facilities and services for them during this period. The Procuring Entity may modify the schedule of other contractors, and shall notify the Contractor of any such modification thereto.
6.10. Should anything of historical or other interest or of significant value be unexpectedly discovered on the Site, it shall be the property of the Procuring Entity. The Contractor shall notify the Procuring Entity’s Representative of such discoveries and carry out the Procuring Entity’s Representative’s instructions in dealing with them.
7. Performance Security
7.1. Within ten (10) calendar days from receipt of the Notice of Award from the Procuring Entity but in no case later than the signing of the contract by both parties, the Contractor shall furnish the performance security in any of the forms prescribed in ITB Clause 32.2 (refer to Section III, BDS 32.2 for clarification).
7.2. The performance security posted in favor of the Procuring Entity shall be forfeited in the event it is established that the Contractor is in default in any of its obligations under the Contract.
7.3. The performance security shall remain valid until issuance by the Procuring Entity of the Certificate of Final Acceptance.
7.4. The performance security may be released by the Procuring Entity and returned to the Contractor after the issuance of the Certificate of Final Acceptance subject to the following conditions:
(a) There are no pending claims against the Contractor or the surety company filed by the Procuring Entity;
(b) The Contractor has no pending claims for labor and materials filed against it; and
(c) Other terms specified in the SCC.
7.5. The Contractor shall post an additional performance security following the amount and form specified in ITB Clause 32.2 to cover any cumulative increase of more than ten percent (10%) over the original value of the contract as a result of amendments to order or change orders, extra work orders and supplemental agreements, as the case may be. The Contractor shall cause the extension of the validity of the performance security to cover approved contract time extensions.
7.6. In case of a reduction in the contract value or for partially completed Works under the contract which are usable and accepted by the Procuring Entity the use of which, in the judgment of the implementing agency or the Procuring Entity, will not affect the structural integrity of the entire project, the Procuring Entity shall allow a proportional reduction in the original performance security, provided that any such reduction is more than ten percent (10%) and that the aggregate of such reductions is not more than fifty percent (50%) of the original performance security.
7.7. Unless otherwise indicated in the SCC, the Contractor, by entering into the Contract with the Procuring Entity, acknowledges the right of the Procuring Entity to institute action pursuant to Act 3688 against any subcontractor be they an individual, firm, partnership, corporation, or association supplying the Contractor with labor, materials and/or equipment for the performance of this Contract.
8. Subcontracting
8.1. Unless otherwise indicated in the SCC, the Contractor cannot subcontract Works more than the percentage specified in ITB Clause 8.1.
8.2. Subcontracting of any portion of the Works does not relieve the Contractor of any liability or obligation under this Contract. The Contractor will be responsible for the acts, defaults, and negligence of any subcontractor, its agents, servants or workmen as fully as if these were the Contractor’s own acts, defaults, or negligence, or those of its agents, servants or workmen.
8.3. Subcontractors disclosed and identified during the bidding may be changed during the implementation of this Contract, subject to compliance with the required qualifications and the approval of the Procuring Entity.
9. Liquidated Damages
9.1. The Contractor shall pay liquidated damages to the Procuring Entity for each day that the Completion Date is later than the Intended Completion Date. The applicable liquidated damages is at least one-tenth (1/10) of a percent of the cost of the unperformed portion for every day of delay. The total amount of liquidated damages shall not exceed ten percent (10%) of the amount of the contract. The Procuring Entity may deduct liquidated damages from payments due to the Contractor. Payment of liquidated damages shall not affect the Contractor. Once the cumulative amount of liquidated damages reaches ten percent (10%) of the amount of this Contract, the Procuring Entity shall rescind this Contract, without prejudice to other courses of action and remedies open to it.
9.2. If the Intended Completion Date is extended after liquidated damages have been paid, the Engineer of the Procuring Entity shall correct any overpayment of liquidated damages by the Contractor by adjusting the next payment certificate. The Contractor shall be paid interest on the overpayment, calculated from the date of payment to the date of repayment, at the rates specified in GCC Clause 40.3.

10. Site Investigation Reports
The Contractor, in preparing the Bid, shall rely on any Site Investigation Reports referred to in the SCC supplemented by any information obtained by the Contractor.
11. The Procuring Entity, Licenses and Permits
The Procuring Entity shall, if requested by the Contractor, assist him in applying for permits, licenses or approvals, which are required for the Works.
12. Contractor’s Risk and Warranty Security
12.1. The Contractor shall assume full responsibility for the Works from the time project construction commenced up to final acceptance by the Procuring Entity and shall be held responsible for any damage or destruction of the Works except those occasioned by force majeure. The Contractor shall be fully responsible for the safety, protection, security, and convenience of his personnel, third parties, and the public at large, as well as the Works, Equipment, installation, and the like to be affected by his construction work.
12.2. The defects liability period for infrastructure projects shall be one year from contract completion up to final acceptance by the Procuring Entity. During this period, the Contractor shall undertake the repair works, at his own expense, of any damage to the Works on account of the use of materials of inferior quality within ninety (90) days from the time the Head of the Procuring Entity has issued an order to undertake repair. In case of failure or refusal to comply with this mandate, the Procuring Entity shall undertake such repair works and shall be entitled to full reimbursement of expenses incurred therein upon demand.
12.3. Unless otherwise indicated in the SCC, in case the Contractor fails to comply with the preceding paragraph, the Procuring Entity shall forfeit its performance security, subject its property(ies) to attachment or garnishment proceedings, and perpetually disqualify it from participating in any public bidding. All payables of the GOP in his favor shall be offset to recover the costs.
12.4. After final acceptance of the Works by the Procuring Entity, the Contractor shall be held responsible for “Structural Defects”, i.e., major faults/flaws/deficiencies in one or more key structural elements of the project which may lead to structural failure of the completed elements or structure, or “Structural Failures”, i.e., where one or more key structural elements in an infrastructure facility fails or collapses, thereby rendering the facility or part thereof incapable of withstanding the design loads, and/or endangering the safety of the users or the general public:
(a) Contractor – Where Structural Defects/Failures arise due to faults attributable to improper construction, use of inferior quality/substandard materials, and any violation of the contract plans and specifications, the contractor shall be held liable;
(b) Consultants – Where Structural Defects/Failures arise due to faulty and/or inadequate design and specifications as well as construction supervision, then the consultant who prepared the design or undertook construction supervision for the project shall be held liable;
(c) Procuring Entity’s Representatives/Project Manager/Construction Managers and Supervisors – The project owner’s representative(s), project manager, construction manager, and supervisor(s) shall be held liable in cases where the Structural Defects/Failures are due to his/their willful intervention in altering the designs and other specifications; negligence or omission in not approving or acting on proposed changes to noted defects or deficiencies in the design and/or specifications; and the use of substandard construction materials in the project;
(d) Third Parties – Third Parties shall be held liable in cases where Structural Defects/Failures are caused by work undertaken by them such as leaking pipes, diggings or excavations, underground cables and electrical wires, underground tunnel, mining shaft and the like, in which case the applicable warranty to such structure should be levied to third parties for their construction or restoration works.
(e) Users – In cases where Structural Defects/Failures are due to abuse/misuse by the end-user of the constructed facility and/or non–compliance by a user with the technical design limits and/or intended purpose of the same, then the user concerned shall be held liable.
12.5. The warranty against Structural Defects/Failures, except those occasioned on force majeure, shall cover the period specified in the SCC reckoned from the date of issuance of the Certificate of Final Acceptance by the Procuring Entity.
12.6. The Contractor shall be required to put up a warranty security in the form of cash, bank guarantee, letter of credit, GSIS or surety bond callable on demand, in accordance with the following schedule:
Form of Warranty Minimum Amount in Percentage (%) of Total Contract Price
(a) Cash or letter of credit issued by Universal or Commercial bank: provided, however, that the letter of credit shall be confirmed or authenticated by a Universal or Commercial bank, if issued by a foreign bank Five Percent (5%)
(b) Bank guarantee confirmed by Universal or Commercial bank: provided, however, that the letter of credit shall be confirmed or authenticated by a Universal or Commercial bank, if issued by a foreign bank Ten Percent (10%)
(c) Surety bond callable upon demand issued by GSIS or any surety or insurance company duly certified by the Insurance Commission Thirty Percent (30%)
12.7. The warranty security shall be stated in Philippine Pesos and shall remain effective for one year from the date of issuance of the Certificate of Final Acceptance by the Procuring Entity, and returned only after the lapse of said one year period.
12.8. In case of structural defects/failure occurring during the applicable warranty period provided in GCC Clause 12.5, the Procuring Entity shall undertake the necessary restoration or reconstruction works and shall be entitled to full reimbursement by the parties found to be liable for expenses incurred therein upon demand, without prejudice to the filing of appropriate administrative, civil, and/or criminal charges against the responsible persons as well as the forfeiture of the warranty security posted in favor of the Procuring Entity.
13. Liability of the Contractor
Subject to additional provisions, if any, set forth in the SCC, the Contractor’s liability under this Contract shall be as provided by the laws of the Republic of the Philippines.

14. Procuring Entity’s Risk
14.1. From the Start Date until the Certificate of Final Acceptance has been issued, the following are risks of the Procuring Entity:
(a) The risk of personal injury, death, or loss of or damage to property (excluding the Works, Plant, Materials, and Equipment), which are due to:
(i) any type of use or occupation of the Site authorized by the Procuring Entity after the official acceptance of the works; or
(ii) negligence, breach of statutory duty, or interference with any legal right by the Procuring Entity or by any person employed by or contracted to him except the Contractor.
(b) The risk of damage to the Works, Plant, Materials, and Equipment to the extent
that it is due to a fault of the Procuring Entity or in the Procuring Entity’s design, or due to war or radioactive contamination directly affecting the country where the Works are to be executed.
15. Insurance
15.1. The Contractor shall, under his name and at his own expense, obtain and maintain, for the duration of this Contract, the following insurance coverage:
(a) Contractor’s All Risk Insurance;
(b) Transportation to the project Site of Equipment, Machinery, and Supplies owned by the Contractor;
(c) Personal injury or death of Contractor’s employees; and
(d) Comprehensive insurance for third party liability to Contractor’s direct or indirect act or omission causing damage to third persons.
15.2. The Contractor shall provide evidence to the Procuring Entity’s Representative that the insurances required under this Contract have been effected and shall, within a reasonable time, provide copies of the insurance policies to the Procuring Entity’s Representative. Such evidence and such policies shall be provided to the Procuring Entity’s through the Procuring Entity’s Representative.
15.3. The Contractor shall notify the insurers of changes in the nature, extent, or program for the execution of the Works and ensure the adequacy of the insurances at all times in accordance with the terms of this Contract and shall produce to the Procuring Entity’s Representative the insurance policies in force including the receipts for payment of the current premiums.
The above insurance policies shall be obtained from any reputable insurance company approved by the Procuring Entity’s Representative.
15.4. If the Contractor fails to obtain and keep in force the insurances referred to herein or any other insurance which he may be required to obtain under the terms of this Contract, the Procuring Entity may obtain and keep in force any such insurances and pay such premiums as may be necessary for the purpose. From time to time, the Procuring Entity may deduct the amount it shall pay for said premiums including twenty five percent (25%) therein from any monies due, or which may become due, to the Contractor, without prejudice to the Procuring Entity exercising its right to impose other sanctions against the Contractor pursuant to the provisions of this Contract.
15.5. In the event the Contractor fails to observe the above safeguards, the Procuring Entity may, at the Contractor’s expense, take whatever measure is deemed necessary for its protection and that of the Contractor’s personnel and third parties, and/or order the interruption of dangerous Works. In addition, the Procuring Entity may refuse to make the payments under GCC Clause 40 until the Contractor complies with this Clause.
15.6. The Contractor shall immediately replace the insurance policy obtained as required in this Contract, without need of the Procuring Entity’s demand, with a new policy issued by a new insurance company acceptable to the Procuring Entity for any of the following grounds:
(a) The issuer of the insurance policy to be replaced has:
(i) become bankrupt;
(ii) been placed under receivership or under a management committee;
(iii) been sued for suspension of payment; or
(iv) been suspended by the Insurance Commission and its license to engage in business or its authority to issue insurance policies cancelled; or
(v) Where reasonable grounds exist that the insurer may not be able, fully and promptly, to fulfill its obligation under the insurance policy.
16. Termination for Default of Contractor
16.1. The Procuring Entity shall terminate this Contract for default when any of the following conditions attend its implementation:
16.2. Due to the Contractor’s fault and while the project is ongoing, it has incurred negative slippage of fifteen percent (15%) or more in accordance with Presidential Decree 1870, regardless of whether or not previous warnings and notices have been issued for the Contractor to improve his performance;
16.3. Due to its own fault and after this Contract time has expired, the Contractor incurs delay in the completion of the Work after this Contract has expired; or
16.4. The Contractor:
(a) abandons the contract Works, refuses or fails to comply with a valid instruction of the Procuring Entity or fails to proceed expeditiously and without delay despite a written notice by the Procuring Entity;
(b) does not actually have on the project Site the minimum essential equipment listed on the Bid necessary to prosecute the Works in accordance with the approved Program of Work and equipment deployment schedule as required for the project;
(c) does not execute the Works in accordance with this Contract or persistently or flagrantly neglects to carry out its obligations under this Contract;
(d) neglects or refuses to remove materials or to perform a new Work that has been rejected as defective or unsuitable; or
(e) sub-lets any part of this Contract without approval by the Procuring Entity.
16.5. All materials on the Site, Plant, Equipment, and Works shall be deemed to be the property of the Procuring Entity if this Contract is rescinded because of the Contractor’s default.
17. Termination for Default of Procuring Entity
The Contractor may terminate this Contract with the Procuring Entity if the works are completely stopped for a continuous period of at least sixty (60) calendar days through no fault of its own, due to any of the following reasons:
(a) Failure of the Procuring Entity to deliver, within a reasonable time, supplies, materials, right-of-way, or other items it is obligated to furnish under the terms of this Contract; or
(b) The prosecution of the Work is disrupted by the adverse peace and order situation, as certified by the Armed Forces of the Philippines Provincial Commander and approved by the Secretary of National Defense.
18. Termination for Other Causes
18.1. The Procuring Entity may terminate this Contract, in whole or in part, at any time for its convenience. The Head of the Procuring Entity may terminate this Contract for the convenience of the Procuring Entity if he has determined the existence of conditions that make Project Implementation economically, financially or technically impractical and/or unnecessary, such as, but not limited to, fortuitous event(s) or changes in law and National Government policies.
18.2. The Procuring Entity or the Contractor may terminate this Contract if the other party causes a fundamental breach of this Contract.
18.3. Fundamental breaches of Contract shall include, but shall not be limited to, the following:
(a) The Contractor stops work for twenty eight (28) days when no stoppage of work is shown on the current Program of Work and the stoppage has not been authorized by the Procuring Entity’s Representative;
(b) The Procuring Entity’s Representative instructs the Contractor to delay the progress of the Works, and the instruction is not withdrawn within twenty eight (28) days;
(c) The Procuring Entity shall terminate this Contract if the Contractor is declared bankrupt or insolvent as determined with finality by a court of competent jurisdiction. In this event, termination will be without compensation to the Contractor, provided that such termination will not prejudice or affect any right of action or remedy which has accrued or will accrue thereafter to the Procuring Entity and/or the Contractor. In the case of the Contractor’s insolvency, any Contractor’s Equipment which the Procuring Entity instructs in the notice is to be used until the completion of the Works;
(d) A payment certified by the Procuring Entity’s Representative is not paid by the Procuring Entity to the Contractor within eighty four (84) days from the date of the Procuring Entity’s Representative’s certificate;
(e) The Procuring Entity’s Representative gives Notice that failure to correct a particular Defect is a fundamental breach of Contract and the Contractor fails to correct it within a reasonable period of time determined by the Procuring Entity’s Representative;
(f) The Contractor does not maintain a Security, which is required;
(g) The Contractor has delayed the completion of the Works by the number of days for which the maximum amount of liquidated damages can be paid, as defined in the GCC Clause 9; and
(h) In case it is determined prima facie by the Procuring Entity that the Contractor has engaged, before or during the implementation of the contract, in unlawful deeds and behaviors relative to contract acquisition and implementation, such as, but not limited to, the following:
(i) corrupt, fraudulent, collusive, coercive, and obstructive practices as defined in ITB Clause 3.1(a), unless otherwise specified in the SCC;
(ii) drawing up or using forged documents;
(iii) using adulterated materials, means or methods, or engaging in production contrary to rules of science or the trade; and
(iv) any other act analogous to the foregoing.
18.4. The Funding Source or the Procuring Entity, as appropriate, will seek to impose the maximum civil, administrative and/or criminal penalties available under the applicable law on individuals and organizations deemed to be involved with corrupt, fraudulent, or coercive practices.
18.5. When persons from either party to this Contract gives notice of a fundamental breach to the Procuring Entity’s Representative in order to terminate the existing contract for a cause other than those listed under GCC Clause 18.3, the Procuring Entity’s Representative shall decide whether the breach is fundamental or not.
18.6. If this Contract is terminated, the Contractor shall stop work immediately, make the Site safe and secure, and leave the Site as soon as reasonably possible.
19. Procedures for Termination of Contracts
19.1. The following provisions shall govern the procedures for the termination of this Contract:
(a) Upon receipt of a written report of acts or causes which may constitute ground(s) for termination as aforementioned, or upon its own initiative, the Procuring Entity shall, within a period of seven (7) calendar days, verify the existence of such ground(s) and cause the execution of a Verified Report, with all relevant evidence attached;
(b) Upon recommendation by the Procuring Entity, the Head of the Procuring Entity shall terminate this Contract only by a written notice to the Contractor conveying the termination of this Contract. The notice shall state:
(i) that this Contract is being terminated for any of the ground(s) aforementioned, and a statement of the acts that constitute the ground(s) constituting the same;
(ii) the extent of termination, whether in whole or in part;
(iii) an instruction to the Contractor to show cause as to why this Contract should not be terminated; and
(iv) special instructions of the Procuring Entity, if any.
The Notice to Terminate shall be accompanied by a copy of the Verified Report;
(c) Within a period of seven (7) calendar days from receipt of the Notice of Termination, the Contractor shall submit to the Head of the Procuring Entity a verified position paper stating why the contract should not be terminated. If the Contractor fails to show cause after the lapse of the seven (7) day period, either by inaction or by default, the Head of the Procuring Entity shall issue an order terminating the contract;
(d) The Procuring Entity may, at anytime before receipt of the Bidder’s verified position paper described in item (c) above withdraw the Notice to Terminate if it is determined that certain items or works subject of the notice had been completed, delivered, or performed before the Contractor’s receipt of the notice;
(e) Within a non-extendible period of ten (10) calendar days from receipt of the verified position paper, the Head of the Procuring Entity shall decide whether or not to terminate this Contract. It shall serve a written notice to the Contractor of its decision and, unless otherwise provided in the said notice, this Contract is deemed terminated from receipt of the Contractor of the notice of decision.
The termination shall only be based on the ground(s) stated in the Notice to Terminate; and
(f) The Head of the Procuring Entity may create a Contract Termination Review Committee (CTRC) to assist him in the discharge of this function. All decisions recommended by the CTRC shall be subject to the approval of the Head of the Procuring Entity.
19.2. Pursuant to Section 69(f) of RA 9184 and without prejudice to the imposition of additional administrative sanctions as the internal rules of the agency may provide and/or further criminal prosecution as provided by applicable laws, the procuring entity shall impose on contractors after the termination of the contract the penalty of suspension for one (1) year for the first offense, suspension for two (2) years for the second offense from participating in the public bidding process, for violations committed during the contract implementation stage, which include but not limited to the following:
(a) Failure of the contractor, due solely to his fault or negligence, to mobilize and start work or performance within the specified period in the Notice to Proceed (“NTP”);
(b) Failure by the contractor to fully and faithfully comply with its contractual obligations without valid cause, or failure by the contractor to comply with any written lawful instruction of the procuring entity or its representative(s) pursuant to the implementation of the contract. For the procurement of infrastructure projects or consultancy contracts, lawful instructions include but are not limited to the following:
(i) Employment of competent technical personnel, competent
engineers and/or work supervisors;
(ii) Provision of warning signs and barricades in accordance with approved plans and specifications and contract provisions;
(iii) Stockpiling in proper places of all materials and removal from the project site of waste and excess materials, including broken pavement and excavated debris in accordance with approved plans and specifications and contract provisions;
(iv) Deployment of committed equipment, facilities, support staff and manpower; and
(v) Renewal of the effectivity dates of the performance security after its expiration during the course of contract implementation.
(c) Assignment and subcontracting of the contract or any part thereof or substitution of key personnel named in the proposal without prior written approval by the procuring entity.
(d) Poor performance by the contractor or unsatisfactory quality and/or progress of work arising from his fault or negligence as reflected in the Constructor’s Performance Evaluation System (“CPES”) rating sheet. In the absence of the CPES rating sheet, the existing performance monitoring system of the procuring entity shall be applied. Any of the following acts by the Contractor shall be construed as poor performance:
(i) Negative slippage of 15% and above within the critical path of the project due entirely to the fault or negligence of the contractor; and
(ii) Quality of materials and workmanship not complying with the approved specifications arising from the contractor’s fault or negligence.
(e) Willful or deliberate abandonment or non-performance of the project or contract by the contractor resulting to substantial breach thereof without lawful and/or just cause.
In addition to the penalty of suspension, the performance security posted by the contractor shall also be forfeited.
20. Force Majeure, Release From Performance
20.1. For purposes of this Contract the terms “force majeure” and “fortuitous event” may be used interchangeably. In this regard, a fortuitous event or force majeure shall be interpreted to mean an event which the Contractor could not have foreseen, or which though foreseen, was inevitable. It shall not include ordinary unfavorable weather conditions; and any other cause the effects of which could have been avoided with the exercise of reasonable diligence by the Contractor.
20.2. If this Contract is discontinued by an outbreak of war or by any other event entirely outside the control of either the Procuring Entity or the Contractor, the Procuring Entity’s Representative shall certify that this Contract has been discontinued. The Contractor shall make the Site safe and stop work as quickly as possible after receiving this certificate and shall be paid for all works carried out before receiving it and for any Work carried out afterwards to which a commitment was made.
20.3. If the event continues for a period of eighty four (84) days, either party may then give notice of termination, which shall take effect twenty eight (28) days after the giving of the notice.
20.4. After termination, the Contractor shall be entitled to payment of the unpaid balance of the value of the Works executed and of the materials and Plant reasonably delivered to the Site, adjusted by the following:
(a) any sum to which the Contractor is entitled under GCC Clause 28;
(b) the cost of his suspension and demobilization;
(c) any sum to which the Procuring Entity is entitled.
20.5. The net balance due shall be paid or repaid within a reasonable time period from the time of the notice of termination.
21. Resolution of Disputes
21.1. If any dispute or difference of any kind whatsoever shall arise between the parties in connection with the implementation of the contract covered by the Act and this IRR, the parties shall make every effort to resolve amicably such dispute or difference by mutual consultation.
21.2. If the Contractor believes that a decision taken by the PROCURING ENTITY’s Representative was either outside the authority given to the PROCURING ENTITY’s Representative by this Contract or that the decision was wrongly taken, the decision shall be referred to the Arbiter indicated in the SCC within fourteen (14) days of the notification of the PROCURING ENTITY’s Representative’s decision.
21.3. Any and all disputes arising from the implementation of this Contract covered by the R.A. 9184 and its IRR shall be submitted to arbitration in the Philippines according to the provisions of Republic Act No. 876, otherwise known as the “ Arbitration Law” and Republic Act 9285, otherwise known as the “Alternative Dispute Resolution Act of 2004”: Provided, however, That, disputes that are within the competence of the Construction Industry Arbitration Commission to resolve shall be referred thereto. The process of arbitration shall be incorporated as a provision in this Contract that will be executed pursuant to the provisions of the Act and its IRR: Provided, further, That, by mutual agreement, the parties may agree in writing to resort to other alternative modes of dispute resolution.
22. Suspension of Loan, Credit, Grant, or Appropriation
In the event that the Funding Source suspends the Loan, Credit, Grant, or Appropriation to the Procuring Entity, from which part of the payments to the Contractor are being made:
(a) The Procuring Entity is obligated to notify the Contractor of such suspension within seven (7) days of having received the suspension notice.
(b) If the Contractor has not received sums due it for work already done within forty five (45) days from the time the Contractor’s claim for payment has been certified by the Procuring Entity’s Representative, the Contractor may immediately issue a suspension of work notice in accordance with GCC Clause 45.2.
23. Procuring Entity’s Representative’s Decisions
23.1. Except where otherwise specifically stated, the Procuring Entity’s Representative will decide contractual matters between the Procuring Entity and the Contractor in the role representing the Procuring Entity.
23.2. The Procuring Entity’s Representative may delegate any of his duties and responsibilities to other people, except to the Arbiter, after notifying the Contractor, and may cancel any delegation after notifying the Contractor.
24. Approval of Drawings and Temporary Works by the Procuring Entity’s Representative
24.1. All Drawings prepared by the Contractor for the execution of the Temporary Works, are subject to prior approval by the Procuring Entity’s Representative before its use.
24.2. The Contractor shall be responsible for design of Temporary Works.
24.3. The Procuring Entity’s Representative’s approval shall not alter the Contractor’s responsibility for design of the Temporary Works.
24.4. The Contractor shall obtain approval of third parties to the design of the Temporary Works, when required by the Procuring Entity.
25. Acceleration and Delays Ordered by the Procuring Entity’s Representative
25.1. When the Procuring Entity wants the Contractor to finish before the Intended Completion Date, the Procuring Entity’s Representative will obtain priced proposals for achieving the necessary acceleration from the Contractor. If the Procuring Entity accepts these proposals, the Intended Completion Date will be adjusted accordingly and confirmed by both the Procuring Entity and the Contractor.
25.2. If the Contractor’s Financial Proposals for an acceleration are accepted by the Procuring Entity, they are incorporated in the Contract Price and treated as a Variation.
26. Extension of the Intended Completion Date
26.1. The Procuring Entity’s Representative shall extend the Intended Completion Date if a Variation is issued which makes it impossible for the Intended Completion Date to be achieved by the Contractor without taking steps to accelerate the remaining work, which would cause the Contractor to incur additional costs. No payment shall be made for any event which may warrant the extension of the Intended Completion Date.
26.2. The Procuring Entity’s Representative shall decide whether and by how much to extend the Intended Completion Date within twenty one (21) days of the Contractor asking the Procuring Entity’s Representative for a decision thereto after fully submitting all supporting information. If the Contractor has failed to give early warning of a delay or has failed to cooperate in dealing with a delay, the delay by this failure shall not be considered in assessing the new Intended Completion Date.
27. Right to Vary
27.1. The Procuring Entity’s Representative with the prior approval of the Procuring
Entity may instruct Variations, up to a maximum cumulative amount of ten percent (10%) of the original contract cost.
27.2. Variations shall be valued as follows:
(a) At a lump sum price agreed between the parties;
(b) where appropriate, at rates in this Contract;
(c) in the absence of appropriate rates, the rates in this Contract shall be used as the basis for valuation; or failing which
(d) at appropriate new rates, equal to or lower than current industry rates and to be agreed upon by both parties and approved by the Head of the Procuring Entity.
28. Contractor’s Right to Claim
If the Contractor incurs cost as a result of any of the events under GCC Clause 13, the Contractor shall be entitled to the amount of such cost. If as a result of any of the said events, it is necessary to change the Works, this shall be dealt with as a Variation. [Refer to Section V, SCC 28 for clarification].
29. Dayworks
29.1. Subject to GCC Clause 43 on Variation Order, and if applicable as indicated in the SCC, the Dayworks rates in the Contractor’s Bid shall be used for small additional amounts of work only when the Procuring Entity’s Representative has given written instructions in advance for additional work to be paid for in that way.
29.2. All work to be paid for as Dayworks shall be recorded by the Contractor on forms approved by the Procuring Entity’s Representative. Each completed form shall be verified and signed by the Procuring Entity’s Representative within two days of the work being done.
29.3. The Contractor shall be paid for Dayworks subject to obtaining signed Dayworks forms. 30. Early Warning
30.1. The Contractor shall warn the Procuring Entity’s Representative at the earliest opportunity of specific likely future events or circumstances that may adversely affect the quality of the work, increase the Contract Price, or delay the execution of the Works. The Procuring Entity’s Representative may require the Contractor to provide an estimate of the expected effect of the future event or circumstance on the Contract Price and Completion Date. The estimate shall be provided by the Contractor as soon as reasonably possible.
30.2. The Contractor shall cooperate with the Procuring Entity’s Representative in making and considering proposals for how the effect of such an event or circumstance can be avoided or reduced by anyone involved in the work and in carrying out any resulting instruction of the Procuring Entity’s Representative.
31. Program of Work
31.1. Within the time stated in the SCC, the Contractor shall submit to the Procuring Entity’s Representative for approval a Program of Work showing the general methods, arrangements, order, and timing for all the activities in the Works.
31.2. An update of the Program of Work shall the show the actual progress achieved on each activity and the effect of the progress achieved on the timing of the remaining work, including any changes to the sequence of the activities.
31.3. The Contractor shall submit to the Procuring Entity’s Representative for approval an updated Program of Work at intervals no longer than the period stated in the SCC. If the Contractor does not submit an updated Program of Work within this period, the PROCURING ENTITY’s Representative may withhold the amount stated in the SCC from the next payment certificate and continue to withhold this amount until the next payment after the date on which the overdue Program of Work has been submitted.
31.4. The Procuring Entity’s Representative’s approval of the Program of Work shall not alter the Contractor’s obligations. The Contractor may revise the Program of Work and submit it to the Procuring Entity’s Representative again at any time. A revised Program of Work shall show the effect of any approved Variations.
31.5. When the Program of Work is updated, the Contractor shall provide the Procuring Entity’s Representative with an updated cash flow forecast. The cash flow forecast shall include different currencies, as defined in the Contract, converted as necessary using the Contract exchange rates.
31.6. All Variations shall be included in updated Program of Work produced by the Contractor.
32. Management Conferences
32.1. Either the Procuring Entity’s Representative or the Contractor may require the other to attend a Management Conference. The Management Conference shall review the plans for remaining work and deal with matters raised in accordance with the early warning procedure.
32.2. The Procuring Entity’s Representative shall record the business of Management Conferences and provide copies of the record to those attending the Conference and to the Procuring Entity. The responsibility of the parties for actions to be taken shall be decided by the PROCURING ENTITY’s Representative either at the Management Conference or after the Management Conference and stated in writing to all who attended the Conference.
33. Bill of Quantities
33.1. The Bill of Quantities shall contain items of work for the construction, installation, testing, and commissioning of work to be done by the Contractor.
33.2. The Bill of Quantities is used to calculate the Contract Price. The Contractor is paid for the quantity of the work done at the rate in the Bill of Quantities for each item.
33.3. If the final quantity of any work done differs from the quantity in the Bill of Quantities for the particular item and is not more than twenty five percent (25%) of the original quantity, provided the aggregate changes for all items do not exceed ten percent
(10%) of the Contract price, the Procuring Entity’s Representative shall make the necessary adjustments to allow for the changes subject to applicable laws, rules, and regulations.
33.4. If requested by the Procuring Entity’s Representative, the Contractor shall provide the Procuring Entity’s Representative with a detailed cost breakdown of any rate in the Bill of Quantities.
34. Instructions, Inspections and Audits
34.1. The Procuring Entity’s personnel shall at all reasonable times during construction of the Work be entitled to examine, inspect, measure and test the materials and workmanship, and to check the progress of the construction. The inspections, among other inspections, are indicated in the SCC.
34.2. If the Procuring Entity’s Representative instructs the Contractor to carry out a test not specified in the Specification to check whether any work has a defect and the test shows that it does, the Contractor shall pay for the test and any samples. If there is no defect, the test shall be a Compensation Event.
34.3. The Contractor shall permit the Funding Source named in the SCC to inspect the Contractor’s accounts and records relating to the performance of the Contractor and to have them audited by auditors appointed by the Funding Source, if so required by the Funding Source.
35. Identifying Defects
The Procuring Entity’s Representative shall check the Contractor’s work and notify the Contractor of any defects that are found. Such checking shall not affect the Contractor’s responsibilities. The Procuring Entity’s Representative may instruct the Contractor to search or uncover defects and test any work that the Procuring Entity’s Representative considers below standards and defective.
36. Cost of Repairs
Loss or damage to the Works or Materials to be incorporated in the Works between the Start Date and the end of the Defects Liability Periods shall be remedied by the Contractor at the Contractor’s cost if the loss or damage arises from the Contractor’s acts or omissions.

37. Correction of Defects
37.1. The Procuring Entity’s Representative shall give notice to the Contractor of any defects before the end of the Defects Liability Period, which is One (1) year from project completion up to final acceptance by the Procuring Entity’s.
37.2. Every time notice of a defect is given, the Contractor shall correct the notified defect within the length of time specified in the Procuring Entity’s Representative’s notice.
37.3. The Contractor shall correct the defects which he notices himself before the end of the Defects Liability Period.
37.4. The Procuring Entity shall certify that all defects have been corrected. If the Procuring Entity considers that correction of a defect is not essential, he can request the Contractor to submit a quotation for the corresponding reduction in the Contract Price. If the Procuring Entity accepts the quotation, the corresponding change in the SCC is a Variation.
38. Uncorrected Defects
38.1. The Procuring Entity shall give the Contractor at least fourteen (14) days notice of his intention to use a third party to correct a Defect. If the Contractor does not correct the Defect himself within the period, the Procuring Entity may have the Defect corrected by the third party. The cost of the correction will be deducted from the Contract Price.
38.2. The use of a third party to correct defects that are uncorrected by the Contractor will in no way relieve the Contractor of its liabilities and warranties under the Contract.
39. Advance Payment
39.1. The Procuring Entity shall, upon a written request of the contractor which shall be submitted as a contract document, make an advance payment to the contractor in an amount not exceeding fifteen percent (15%) of the total contract price, to be made in lump sum or, at the most two, installments according to a schedule specified in the SCC.
39.2. The advance payment shall be made only upon the submission to and acceptance by the Procuring Entity of an irrevocable standby letter of credit of equivalent value from a commercial bank, a bank guarantee or a surety bond callable upon demand, issued by a surety or insurance company duly licensed by the Insurance Commission and confirmed by the Procuring Entity.
39.3. The advance payment shall be repaid by the Contractor by an amount equal to the percentage of the total contract price used for the advance payment.
39.4. The contractor may reduce his standby letter of credit or guarantee instrument by the amounts refunded by the Monthly Certificates in the advance payment.
39.5. The Procuring Entity will provide an Advance Payment on the Contract Price as stipulated in the Conditions of Contract, subject to the maximum amount stated in SCC Clause 39.1.

40. Progress Payments
40.1. The Contractor may submit a request for payment for Work accomplished. Such request for payment shall be verified and certified by the Procuring Entity’s Representative/Project Engineer. Except as otherwise stipulated in the SCC, materials and equipment delivered on the site but not completely put in place shall not be included for payment.
40.2. The Procuring Entity shall deduct the following from the certified gross amounts to be paid to the contractor as progress payment:
(a) Cumulative value of the work previously certified and paid for.
(b) Portion of the advance payment to be recouped for the month.
(c) Retention money in accordance with the condition of contract.
(d) Amount to cover third party liabilities.
(e) Amount to cover uncorrected discovered defects in the works.
40.3. Payments shall be adjusted by deducting therefrom the amounts for advance payments and retention. The Procuring Entity shall pay the Contractor the amounts certified by the Procuring Entity’s Representative within twenty eight (28) days from the date each certificate was issued. No payment of interest for delayed payments and adjustments shall be made by the Procuring Entity.
40.4. The first progress payment may be paid by the Procuring Entity to the Contractor provided that at least twenty percent (20%) of the work has been accomplished as certified by the Procuring Entity’s Representative.
40.5. Items of the Works for which a price of “0” (zero) has been entered will not be paid for by the Procuring Entity and shall be deemed covered by other rates and prices in the Contract.
41. Payment Certificates
41.1. The Contractor shall submit to the Procuring Entity’s Representative monthly statements of the estimated value of the work executed less the cumulative amount certified previously.
41.2. The Procuring Entity’s Representative shall check the Contractor’s monthly statement and certify the amount to be paid to the Contractor.
41.3. The value of Work executed shall:
(a) be determined by the Procuring Entity’s Representative;
(b) comprise the value of the quantities of the items in the Bill of Quantities; and (c) include the valuations of approved variations.
41.4. The Procuring Entity’s Representative may exclude any item certified in a previous certificate or reduce the proportion of any item previously certified in any certificate in the light of later information.

42. Retention
42.1. The Procuring Entity shall retain from each payment due to the Contractor an amount equal to a percentage thereof using the rate as specified in GCC Sub-Clause 42.2 below.
42.2. Progress payments are subject to retention of ten percent (10%), referred to as the “retention money.” Such retention shall be based on the total amount due to the Contractor prior to any deduction and shall be retained from every progress payment until fifty percent (50%) of the value of Works, as determined by the Procuring Entity, are completed. If, after fifty percent (50%) completion, the Work is satisfactorily done and on schedule, no additional retention shall be made; otherwise, the ten percent (10%) retention shall again be imposed using the rate specified therefor.
42.3. The total “retention money” shall be due for release upon final acceptance of the Works. The Contractor may, however, request the substitution of the retention money for each progress billing with irrevocable standby letters of credit from a commercial bank, bank guarantees or surety bonds callable on demand, of amounts equivalent to the retention money substituted for and acceptable to the Procuring Entity, provided that the project is on schedule and is satisfactorily undertaken. Otherwise, the ten (10%) percent retention shall be made. Said irrevocable standby letters of credit, bank guarantees and/or surety bonds, to be posted in favor of the Government shall be valid for a duration to be determined by the concerned implementing office/agency or Procuring Entity and will answer for the purpose for which the ten (10%) percent retention is intended, i.e., to cover uncorrected discovered defects and third party liabilities.
42.4. On completion of the whole Works, the Contractor may substitute retention money with an “on demand” Bank guarantee in a form acceptable to the Procuring Entity.
43. Variation Orders
43.1. Variation Orders may be issued by the Procuring Entity to cover any increase/decrease in quantities, including the introduction of new work items that are not included in the original contract or reclassification of work items that are either due to change of plans, design or alignment to suit actual field conditions resulting in disparity between the preconstruction plans used for purposes of bidding and the “as staked plans” or construction drawings prepared after a joint survey by the Contractor and the Procuring
Entity after award of the contract, provided that the cumulative amount of the Variation Order does not exceed ten percent (10%) of the original project cost. The addition/deletion of Works should be within the general scope of the project as bid and awarded. The scope of works shall not be reduced so as to accommodate a positive Variation Order. A Variation Order may either be in the form of a Change Order or Extra Work Order.
43.2. A Change Order may be issued by the Procuring Entity to cover any increase/decrease in quantities of original Work items in the contract.
43.3. An Extra Work Order may be issued by the Procuring Entity to cover the introduction of new work necessary for the completion, improvement or protection of the project which were not included as items of Work in the original contract, such as, where there are subsurface or latent physical conditions at the site differing materially from those indicated in the contract, or where there are duly unknown physical conditions at the site of an unusual nature differing materially from those ordinarily encountered and generally recognized as inherent in the Work or character provided for in the contract.

43.4. Any cumulative Variation Order beyond ten percent (10%) shall be subject of another contract to be bid out if the works are separable from the original contract. In exceptional cases where it is urgently necessary to complete the original scope of work, the Head of the Procuring Entity may authorize a positive Variation Order
go beyond ten percent (10%) but not more than twenty percent (20%) of the original contract price, subject to the guidelines to be determined by the GPPB: Provided, however, That appropriate sanctions shall be imposed on the designer, consultant or official responsible for the original detailed engineering design which failed to consider the Variation Order beyond ten percent (10%).
43.5. In claiming for any Variation Order, the Contractor shall, within seven (7) calendar days after such work has been commenced or after the circumstances leading to such condition(s) leading to the extra cost, and within twenty-eight (28) calendar days deliver a written communication giving full and detailed particulars of any extra cost in order that it may be investigated at that time. Failure to provide either of such notices in the time stipulated shall constitute a waiver by the contractor for any claim [Refer to Section V, SCC 43.5 for correction]. The preparation and submission of Variation Orders are as follows:
(a) If the Procuring Entity’s representative/Project Engineer believes that a Change Order or Extra Work Order should be issued, he shall prepare the proposed Order accompanied with the notices submitted by the Contractor, the plans therefore, his computations as to the quantities of the additional works involved per item indicating the specific stations where such works are needed, the date of his inspections and investigations thereon, and the log book thereof, and a detailed estimate of the unit cost of such items of work, together with his justifications for the need of such Change Order or Extra Work Order, and shall submit the same to the Head of the Procuring Entity for approval.
(b) The Head of the Procuring Entity or his duly authorized representative, upon receipt of the proposed Change Order or Extra Work Order shall immediately instruct the technical staff of the Procuring Entity’s to conduct an on-the-spot investigation to verify the need for the Work to be prosecuted. A report of such verification shall be submitted directly to the Head of the Procuring Entity or his duly authorized representative [Refer to Section V, SCC 43.5 for correction].
(c) The, Head of the Procuring Entity or his duly authorized representative, after being satisfied that such Change Order or Extra Work Order is justified and necessary, shall review the estimated quantities and prices and forward the proposal with the supporting documentation to the Head of Procuring Entity for consideration [Refer to Section V, SCC 43.5 for correction].
(d) If, after review of the plans, quantities and estimated unit cost of the items of work involved, the proper office of the procuring entity empowered to review and evaluate Change Orders or Extra Work Orders recommends approval thereof, Head of the Procuring Entity or his duly authorized representative, believing the Change Order or Extra Work Order to be in order, shall approve the same [Refer to Section V, SCC 43.5 for correction].
(e) The timeframe for the processing of Variation Orders from the preparation up to the approval by the Head of the Procuring Entity concerned shall not exceed thirty (30) calendar days.

44. Contract Completion
Once the project reaches an accomplishment of ninety five (95%) of the total contract amount, the Procuring Entity may create an inspectorate team to make preliminary inspection and submit a punch-list to the Contractor in preparation for the final turnover of the project. Said punch-list will contain, among others, the remaining Works, Work deficiencies for necessary corrections, and the specific duration/time to fully complete the project considering the approved remaining contract time. This, however, shall not preclude the claim of the Procuring Entity for liquidated damages.
45. Suspension of Work
45.1. The Procuring Entity shall have the authority to suspend the work wholly or partly by written order for such period as may be deemed necessary, due to force majeure or any fortuitous events or for failure on the part of the Contractor to correct bad conditions which are unsafe for workers or for the general public, to carry out valid orders given by the Procuring Entity or to perform any provisions of the contract, or due to adjustment of plans to suit field conditions as found necessary during construction. The Contractor shall immediately comply with such order to suspend the work wholly or partly.
45.2. 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, due to the following:
(a) There exist right-of-way problems which prohibit the Contractor from performing work in accordance with the approved construction schedule.
(b) Requisite construction plans which must be owner-furnished are not issued to the contractor precluding any work called for by such plans.
(c) Peace and order conditions make it extremely dangerous, if not possible, to work. However, this condition must be certified in writing by the Philippine National Police (PNP) station which has responsibility over the affected area and confirmed by the Department of Interior and Local Government (DILG) Regional Director.
(d) There is failure on the part of the Procuring Entity to deliver governmentfurnished materials and equipment as stipulated in the contract.
(e) Delay in the payment of Contractor’s claim for progress billing beyond forty-five (45) calendar days from the time the Contractor’s claim has been certified to by the procuring entity’s authorized representative that the documents are complete unless there are justifiable reasons thereof which shall be communicated in writing to the Contractor.
45.3. In case of total suspension, or suspension of activities along the critical path, which is not due to any fault of the Contractor, the elapsed time between the effective order of suspending operation and the order to resume work shall be allowed the Contractor by adjusting the contract time accordingly.

46. Payment on Termination
46.1. If the Contract is terminated because of a fundamental breach of Contract by the Contractor, the Procuring Entity’s Representative shall issue a certificate for the value of the work done and Materials ordered less advance payments received up to the date of the issue of the certificate and less the percentage to apply to the value of the work not completed, as indicated in the SCC. Additional Liquidated Damages shall not apply. If the total amount due to the Procuring Entity exceeds any payment due to the Contractor, the difference shall be a debt payable to the Procuring Entity.
46.2. If the Contract is terminated for the Procuring Entity’s convenience or because of a fundamental breach of Contract by the Procuring Entity, the Procuring Entity’s Representative shall issue a certificate for the value of the work done, Materials ordered, the reasonable cost of removal of Equipment, repatriation of the Contractor’s personnel employed solely on the Works, and the Contractor’s costs of protecting and securing the Works, and less advance payments received up to the date of the certificate.
46.3. The net balance due shall be paid or repaid within twenty eight (28) days from the notice of termination.
46.4. If the Contractor has terminated the Contract under GCC Clauses 17 or 18, the Procuring Entity shall promptly return the Performance Security to the Contractor.
47. Extension of Contract Time
47.1. Should the amount of additional work of any kind or other special circumstances of any kind whatsoever occur such as to fairly entitle the contractor to an extension of contract time, the Procuring Entity shall determine the amount of such extension; provided that the Procuring Entity is not bound to take into account any claim for an extension of time unless the Contractor has, prior to the expiration of the contract time and within thirty (30) calendar days after such work has been commenced or after the circumstances leading to such claim have arisen, delivered to the Procuring Entity notices in order that it could have investigated them at that time. Failure to provide such notice shall constitute a waiver by the Contractor of any claim. Upon receipt of full and detailed particulars, the Procuring Entity shall examine the facts and extent of the delay and shall extend the contract time completing the contract work when, in the Procuring Entity’s opinion, the findings of facts justify an extension.
47.2. No extension of contract time shall be granted the Contractor due to (a) ordinary unfavorable weather conditions and (b) inexcusable failure or negligence of Contractor to provide the required equipment, supplies or materials.

47.3. Extension of contract time may be granted only when the affected activities fall within the critical path of the PERT/CPM network.

47.4. No extension of contract time shall be granted when the reason given to support the request for extension was already considered in the determination of the original contract time during the conduct of detailed engineering and in the preparation of the contract documents as agreed upon by the parties before contract perfection.

47.5. Extension of contract time shall be granted for rainy/unworkable days considered unfavorable for the prosecution of the works at the site, based on the actual conditions obtained at the site, in excess of the number of rainy/unworkable days pre-determined by the Procuring Entity in relation to the original contract time during the conduct of detailed engineering and in the preparation of the contract documents as agreed upon by the parties before contract perfection, and/or for equivalent period of delay due to major calamities such as exceptionally destructive typhoons, floods and earthquakes, and epidemics, and for causes such as non-delivery on time of materials, working drawings, or written information to be furnished by the Procuring Entity, nonacquisition of permit to enter private properties within the right-of-way resulting in complete paralyzation of construction activities, and other meritorious causes as determined by the Procuring Entity’s Representative and approved by the Head of
the Procuring Entity. Shortage of construction materials, general labor strikes, and peace and order problems that disrupt construction operations through no fault of the Contractor may be considered as additional grounds for extension of contract time provided they are publicly felt and certified by appropriate government agencies such as DTI, DOLE, DILG, and DND, among others. The written consent of bondsmen must be attached to any request of the Contractor for extension of contract time and submitted to the Procuring Entity for consideration and the validity of the Performance Security shall be correspondingly extended.
48. Price Adjustment
Except for extraordinary circumstances as determined by NEDA and approved by the GPPB, no price adjustment shall be allowed. Nevertheless, in cases where the cost of the awarded contract is affected by any applicable new laws, ordinances, regulations, or other acts of the GOP, promulgated after the date of bid opening, a contract price adjustment shall be made or appropriate relief shall be applied on a no loss-no gain basis.
49. Completion

The Contractor shall request the Procuring Entity’s Representative to issue a certificate of Completion of the Works, and the Procuring Entity’s Representative will do so upon deciding that the work is completed.
50. Taking Over
The Procuring Entity shall take over the Site and the Works within seven (7) days from the date the Procuring Entity’s Representative issues a certificate of Completion.
51. Operating and Maintenance Manuals
51.1. If “as built” Drawings and/or operating and maintenance manuals are required, the Contractor shall supply them by the dates stated in the SCC.
51.2. If the Contractor does not supply the Drawings and/or manuals by the dates stated in the SCC, or they do not receive the Procuring Entity’s Representative’s approval, the Procuring Entity’s Representative shall withhold the amount stated in the SCC from payments due to the Contractor.

SECTION V

SPECIAL CONDITIONS OF
CONTRACT

SECTION V – SPECIAL CONDITIONS OF THE CONTRACT

This Section V, Special Conditions of the Contract amends and/or supplements Section IV, General Conditions of Contract of these Bidding Documents. In case of discrepancy between Section V and IV, the provisions of Section V shall prevail.

GCC Clause

Description
1.16 The Intended Completion Date is/are:
Lot No. Name of School Contract Duration in Calendar Days Intended Completion Date
1 Lucap, Sabangan & Bued Elementary Schools 120, 90 & 90 calendar days

1.21 The Procuring Entity is the
DepEd Alaminos City Division
San Jose Drive, Alaminos City, Pangasinan
1.22 The Procuring Entity’s Representative is
Name: Dr. Danilo C. Sison, Ed.D., CESO VI
Designation: Schools Division Superintendent
Complete Office Address: San Jose Drive, Alaminos City,
Pangasinan
Telephone No.: (075) 551-40-12
Fax No. : (075) 205-00-82
1.23 The locations of the sites are as follows:
Lot No. Division Name of School Address
1 Alaminos City Division Lucap, Sabangan & Bued Elementary Schools Alaminos City, Pangasinan

1.27 The Start Date is seven (7) calendar days from receipt of the Notice to Proceed.
1.30 The Works consist of Repairs of Classrooms – Billeting for Lucap ES (20), Sabangan ES (9) and Bued ES (11) , Alaminos City
2.2 Sectional Completion
No further instruction
5.1 The Procuring Entity shall give possession of all parts of the Site to the Contractor after a pre-construction meeting between the authorized representatives of the Procuring Entity and the Contractor.
6.1 All Materials and Plant on Site shall be deemed to be the property of the Procuring Entity. Contractor shall submit its/his/her Materials Delivery/Utilization Schedule using the form, provided in Section IX, within 10 days from its/his/her receipt of the NOA.
6.5 The Contractor shall employ the following Key Personnel:
Project Manager, Project Engineer, Materials Engineer and Foremen
7.4(c) Performance Security No further instruction.

7.7 Performance Security

No further instruction.
8.1 Sub-contracting

No further instruction.
10 The site investigation reports
It shall be the responsibility of the Contractor to obtain the site investigation reports.
12.3 Contractor’s Risk and Warranty Security

No further instruction.
12.5 Contractor’s Risk and Warranty Security
In case of permanent structures, such as buildings of types 4 and 5 as classified under the National Building Code of the Philippines and other structures made of steel, iron, or concrete which comply with relevant structural codes (e.g., DPWH Standard Specifications), such as, but not limited to, steel/concrete bridges, flyovers, aircraft movement areas, ports, dams, tunnels, filtration and treatment plants, sewerage systems, power plants, transmission and communication towers, railway system, and other similar permanent structures: Fifteen (15) years.
13 Liability of the Contractor

All partners to the joint venture shall be jointly and severally liable to the Procuring Entity.

The Contractor shall be liable to pay or reimburse the actual costs of hospitalization or medical expense(s) of Procuring Entity’s personnel due to accident(s), which may befall or happen to said personnel during his/her/their inspection of contractor’s works at construction site, as a result of contractor’s sub-standard works/materials, omission(s) or negligence.

In addition, the contractor shall also pay or reimburse the actual transportation costs incidental to the hospitalization or medical treatment of said personnel. Claim for payment or reimbursement for hospitalization or medical expenses and transportation costs incidental thereto shall be approved by the head of the procuring entity and supported by a medical certificate signed by a licensed doctor and an official report of the result of the inspection describing the sub-standard works/materials, omission(s) or negligence of the contractor duly signed by the procuring entity’s personnel.

In reimbursing herein mentioned expenses, the contractor may require submission of the official receipts or other reasonable proof of expenses incurred by the procuring entity’s personnel. This condition is without prejudice to contractor’s right to verify the veracity of herein mentioned official report of procuring entity’s personnel.

In case the Contractor fails to pay or reimburse said hospitalization or medical and incidental transportation expenses within seven (7) calendar days after contractor’s receipt of a demand letter from procuring entity’s personnel, the contractor hereby authorizes the procuring entity to deduct said expenses from payment(s) due the contractor under this infrastructure project.
18.3(h)(i) Termination for Other Causes

No further instruction.
21.2 Resolution of Disputes

The Arbiter is: Construction Industry Arbitration Commission, or any other arbiter in accordance with GCC 21.3.
28 Contractor’s Right to Claim

GCC 28 shall be read as “If the Contractor incurs cost as a result of any of the events under GCC Clause 27.1, the Contractor shall be entitled to the amount of such cost subject to the conditions under GCC clause 43. If as a result of any of the said events, it is necessary to change the Works, this shall be dealt with as a Variation.
29.1 Dayworks:

Day works are applicable at the rate shown in the Contractor’s original Bid.
31.1 Program of work

The Contractor shall submit, within ten calendar days from its receipt of the Notice of Award, a Program of Work to the Procuring Entity’s Representative for approval together with its Letter of Acceptance of or conformity with the Notice of Award.
31.3 Program of work

The period between Program of Work updates is thirty (30) calendar days.

The amount to be withheld for late submission of an updated Program of Work is 25% of the amount of the progress payment being billed.
34 Instructions, Inspections and Audit.

The Procuring Entity’s representative shall conduct the following fifteen (15) key inspection points at all reasonable times during the progress of the works:

1) Layout – Site Plan and Building Layout
2) Foundations – Excavation and Backfilling
3) Concrete works – Footing and Tie Beams
4) Concrete Works – Columns
5) Concrete Works – Beams and Suspended Slabs
6) Walls – Masonry and Plastering
7) Walls – Doors and Windows
8) Roof – Framing
9) Roof – Sheeting
10) Roof – Ceiling
11) Floors – Concrete & Tiles
12) Finishing – Painting
13) Finishing – Sanitary
14) Finishing – Electrical
15) Handover (Turnover)
34.3 The Funding Source is the CY 2018 General Appropriations Act under the Basic Educational Facilities Fund of the Department of Education

39.1 Advance Payment

The amount of the advance payment is 15% of the Contract Price.
40.1 Progress Payments

The first progress billing shall have a minimum physical accomplishment of 20%.

43.5 In claiming for any Variation Order, the contractor shall, within seven (7) calendar days after such work has been commenced pursuant to Section 3.2 of the Annex E of the Revised IRR of RA 9184 quoted herein; or, within twenty-eight (28) calendar days after the circumstances or reasons justifying a claim for extra cost shall have occurred, deliver a notice giving full and detailed particulars of any extra cost in order that it may be investigated at that time. Failure to provide either of such notices in the time stipulated shall constitute a waiver by the contractor for any claim (Corrected thru GPPB Res. No. 08-2011 dated 10/7/11). The preparation and submission of Variation Orders are as follows:
a) If the procuring entity’s representative/Project Engineer believes that a Change Order or Extra Work Order should be issued, he shall prepare the proposed Order accompanied with the notices submitted by the contractor, the plans therefore, his computations as to the quantities of the additional works involved per item indicating the specific stations where such works are needed, the date of his inspections and investigations thereon, and the log book thereof, and a detailed estimate of the unit cost of such items of work, together with his justifications for the need of such Change Order or Extra Work Order, and shall submit the same to the Head of the Procuring Entity for approval.
b) The Head of the Procuring Entity or his duly authorized representative, upon receipt of the proposed Change Order or Extra Work Order shall immediately instruct the appropriate technical staff or office of the procuring entity to conduct an on-the-spot investigation to verify the need for the work to be prosecuted and to review the proposed plan, quantities, and prices of the work involved. (Corrected thru GPPB Res. No. 08-2011 dated 10/7/11)
c) The technical staff or appropriate office of the procuring entity shall submit a report of their findings and recommendations, together with supporting documents, to the Head of the Procuring Entity or his duly authorized representative for consideration. (Corrected thru GPPB Res. No. 08-2011 dated 10/7/11)
d) The Head of the Procuring Entity or his duly authorized representative, acting upon the recommendation of the technical staff or appropriate office, shall approve the Change Order or Extra Work Order after being satisfied that the same is justified, necessary, and in order. (Correction thru GPPB Res. No. 08-2011 dated 10/7/11)
e) The timeframe for the processing of Variation Orders from the preparation up to the approval by the procuring entity concerned shall not exceed thirty (30) calendar days.

Section 3.2. of Annex E of RA 9184 Revised IRR
(Contract Implementation Guidelines for the Procurement of Infrastructure Projects)

“However, under any of the following conditions, the procuring entity’s representative/Project Engineer may subject to the availability of funds and within the limits of his delegated authority, allow the immediate start of work under any Change Order or Extra Work Order:

i) In the event of an emergency where the prosecution of the work is urgent to avoid detriment to public service, or damage to life and/or property; and/or

ii) When time is of the essence;
Provided, however, That such approval is valid on work done up to the point where the cumulative increase in value of work on the project which has not yet been duly fully approved does not exceed five percent (5%) of the adjusted original contract price (Deleted: whichever is less); (Corrected thru GPPB Res. No. 08-2011 dated 10/7/11)
Provided, further, that immediately after the start of work, the corresponding Change Order or Extra Work Order shall be prepared and submitted for approval in accordance with the above rules herein set. Payments for works satisfactorily accomplished on any Change Order or Extra Work Order may be made only after approval of the same by the Head of the Procuring Entity or his duly authorized representative. (Correction thru GPPB Res. No. 03-2011 dated 1/28/11)
Provided, finally, That for a Change Order or Extra Work Order involving a cumulative amount exceeding five percent (5%) of the original contract price, no work thereon may be commenced unless said Change Order or Extra Work Order has been approved by the Head of the Procuring Entity or his duly authorized representative. (Corrected thru GPPB Res. No. 08-2011 dated 10/7/11)
51.1 The date by which the Operating and Maintenance Manuals are required is the date of submission of the request for final billing.

The date by which “As-Built” drawings are required is the date of submission of the request for final billing.
51.2 The amount to be withheld for failing to produce “As-Built” drawings and/or operating and maintenance manual by the date required is 35% of the amount of final billing.

SECTION VI

GENERAL SPECIFICATIONS

TABLE OF CONTENTS

Description Page No.
License and Permits 79
Temporary Sign 79
Temporary Structure and Services 79
Protection of Work, Property and Persons 80
Inspection and Test 81

Contractors Road and Traffic Limitations 81
Security of Equipment and Operable Machinery 81
Pestilence Control 81
Air Pollution 81
Cleaning 81
Final Completion 82
Punchlist 82
As Built Drawings 82

Connecting the Work 82
Safety and Accident Reports 82
Soil Poisoning 82
Preparation of Site 83
Utilities Excavation 84
Structural Excavation and Backfill 85
Cast-in-place Concrete 88
Concrete Reinforcement 98
Concrete Framework 99
Masonry Works 99
Glass and Glazing 102
Water Proofing 103
Hardware 104
Roofing Works 106
Painting 107
Wood and Plastics 108
Millwork 111
Wood Doors 112
Glass Jalousie / Steel windows and Frames 114
Cement Finishes 114
Ceramic Tilework 116
Resilient Tile flooring 118
Wrought Iron Grilles 119
Specification for Structural Works 120
Plumbing Works 126
Electrical Works 139
Specialty Works 144
Digest Specifications 147

SECTION VI – GENERAL SPECIFICATIONS

A. LICENSE AND PERMITS

The Contractor shall secure from the government agencies all necessary licenses and permits needed to proceed with the construction of the Project.

B. TEMPORARY SIGN

The Contractor shall provide suitable sign acceptable to the Owner advertising the work and indicating thereon the names of the Project, the Contractor and the Architect. The sign layout and the text and location of such sign will be approved by the Owner. No other sign or advertising will be permitted.

C. TEMPORARY STRUCTURES AND SERVICES

Temporary Building and Facilities

• Temporary Buildings shall be of a design and materials acceptable to the Owner.

Contractor’s Office

• The Contractor shall provide on or near the premises, temporary building for his own use, equipped among other items with at least one telephone.

Field Office

• The Contractor shall provide temporary office building at least 12’ 0” wide by 30’ 0” long for the use of the field representatives, Architects, at an approved location on or adjacent site. The field office shall be complete with electrical light, power outlets, drinking water, two (2) desks, two chairs, a plan table, a plan rack, filing cabinet, private local telephone line and daily janitorial service, including periodic washing of windows. The Contractor shall pay for all of the above services and facilities except long distance telephone calls.

Toilets

• The Contractor shall provide suitable toilet facilities at approved location (2) with proper enclosures for the use of workmen, and shall maintain some in sanitary operable conditions, all in conformity with the local regulations.

Other Temporary Buildings

• The Contractor shall provide such other temporary building as maybe required for use of his workmen and safe storage of tools and materials. Such structures shall be located only where previously approved.

Temporary Electric Power

• The Contractor shall provide and pay for all light and Owner required for the construction work including all wiring, connections and accessories an all power consumed.

Temporary Water Supply

• The Contractor shall make all necessary arrangements for and provision of water including temporary piping and house extensions required for the construction purposes. He shall obtain and pay for necessary permits and for all water used.

Temporary Parking Facilities

• The Contractor shall provide and maintain in a safe and satisfactory condition temporary facilities for use by workmen employed on the job and for the Owner, the Project Manager and the Architect’s use.

Temporary Scaffolding, Hoist, etc.

• The Contractor shall install and operate an adequate number of temporary hoists and shall also furnish and maintain temporary scaffolds, runways, ladders, and the like as required for the proper execution of the work. As soon as the progress of the work will permit, the Contractor shall erect the permanent stair platforms, ramps, catwalks, etc., safeguard and shall provide these and all other permanent parts from damage or defacement during the work.

Removal of Temporary Services and Facilities

• All temporary services and facilities installed by the Contractor shall be removed by the Contractor on completion of this Contract or as directed by the Project Manager. The Contractor shall make any repairs or alterations necessitated by such removal.

D. PROTECTION OF WORK, PROPERTY, AND PERSONS

• The Contractor shall protect the work of employees, equipment at the Owner’s property and adjacent property from damage for any cause whatsoever, and shall be responsible for any damage or injury (including death) due to his act or neglect. These provisions are solely for the benefit of third persons.

• The Contractor as, part of the contract shall provide watchmen and erect all planking bridges, bracings, shorings, sheet piling, lights and warning signs necessary for the public. The Contractor shall provide scaffolds, tarpaulins, and similar items as directed by the Project Manager to protect Owners, equipment and employees and shall if necessary seal off his work so as not to interfere with Owner’s business operation.

Watchmen Service

• The Contractor shall provide reputable watchmen service or in lieu thereof, any approved protective service to guard the construction area against vandalism, theft, and mischief. Such service should be in operation at all hours that the Contractor’s supervisory staff is not in attendance at the site, 24 hours per day and 7 days per week from the date of Contractor starts work until the date of final acceptance of the work under this Contract.

• Watchmen or approved protective service shall continue uninterrupted during delays in the work such as inclement weather, delays in delivery, and the like. In the event of any official work stoppage of the Project, make immediate arrangements with the Owner regarding watchmen service continuation and cost thereof during the time the work will be stopped. If such official stoppage is found to be due to fault, neglect or improper work performance of the Contractor, or his sub-contractors, the extra cost for watchmen service shall be borne by the Contractor.

The Contractor shall be responsible for any injury loss or damage to any presently existing improvements on the premises caused by him or his employees, agents or any sub-contractors, and in the event of such injury, loss or damage shall promptly make such repairs or replacement as required by the Owner without additional cost to the Owner.

During the progress of the work, the Contractor shall protect all finished work as soon as it is erected and shall maintain such protection until such time they are no longer required.

E. INSPECTION AND TEST

• The Contractor shall permit and facilitate inspection of the work by the Owner, its representatives, the Project Manager, or his authorized representative, and the public authorities having jurisdiction at all times during the progress of the work.

• The Contractor will be responsible for all test and engineering services required by the Specifications. The cost for inspection or tests not required by the specification but which the Owner requires, will be borne by the Owner.

• All tests shall be performed by the testing agency approved by the Owner and shall be in accordance with the current standards of the American Society for Testing and Materials unless otherwise specified by the Owner. The Contractor shall furnish the Owner with 2 copies of the test procedures used.

• Failures of the Owner, the Project Manager or the Architect during the progress work or work not in accordance with the Drawings and Specifications shall not be deemed an acceptance thereof nor waiver of the Owner’s right to a proper execution of the Contract work or any part of it. No partial payment of entire occupancy of the premises by the Owner shall be construed to be an acceptance of work or materials which are not strictly in accordance with the Contract Documents, nor a waiver of the Owner’s right.

F. CONTRACTOR’S ROAD AND TRAFFIC LIMITATIONS

• Contractor shall make himself fully aware of any restrictive traffic limitations and/or shall comply with request of local authorities in this construction plan and equipment, to and from the site, as routes, entry and exit on site, times of delays, etc.

• Prior to moving equipment or materials to the site, the Contractor shall secure the Project
Manager’s approval of the specific roadway route on or adjacent to the site to be used. He shall thereafter be limited to the use of said roadways or route unless the Project Manager first approves the use of alternate roadway or routes.

G. SECURITY OF EQUIPMENT AND OPERABLE MACHINERY

• Site-parked mobile equipment and operable machinery, and hazardous parts of the new construction subject to mischief shall be kept locked or otherwise made inoperable whenever left unattended.

H. PESTILENCE CONTROL

• Contractor shall guard against and if necessary exterminate rodents, termites, vermin and other pests. All job personnel shall be required to dispose of garbage and refuse in covered metal containers, which Contractor shall furnish and empty regularly. Should services of extermination firm be necessary, the Contractor shall provide such services.

I. AIR POLLUTION

• Contractor shall comply with the requirements of “The Clean Air Act of 1999” and of local authorities regarding air pollution control: As a general rule, shall be no burning of trash at the site.

J. CLEANING

• The Contractor shall at all times keep the premises from accumulation of waste materials or rubbish caused by his employees, sub-contractors, or the work. At completion of the work he shall remove from the building and site all rubbish, scaffolding and surplus materials and shall leave the work broom clean, unless otherwise specified. If the Contractor fails to keep the premises clean, the Project Manager may remove the waste materials and rubbish; charge the expense of such removal to the Contractor.

• The Contractor shall thoroughly wash and clean all glass, clean hardware, remove stains, spots, smears, marks and dirt from all surfaces; clean fixtures, wash terrazzo, tile floors and all exposed concrete so as to present clean work to the Owner for acceptance.

K. FINAL COMPLETION

• The term final completion, means the completion of all work called for under the Contract to include but not limited to satisfactory operation of all equipment, by means of acceptance tests, correction of all punch list items to the satisfaction of the Owner, the Project manager and/or the Architect, settlement of all claims, if any payment and release of all record of all mechanics materials, men and like lines, delivery of all guarantees, Equipment Operation and Maintenance Manuals; as built drawings, Building certificates prior to occupancy; Electrical permits; all other required approvals and acceptance by the City/Municipality or other authority having jurisdiction and removal of all rubbish, tolls scaffoldings and surplus materials and equipment from the job site.

L. PUNCH LIST

• The list prepared by the Project manager and the Architect of the Contractor’s uncompleted defective or uncorrected work.

M. AS BUILT DRAWINGS

• The drawings to be submitted by the Contractor to the Owner, illustrating how the various elements of the work were actually installed during the progress of the construction. As built Drawings shall be approved by the Architect and the Project Manager.

• The Contractor shall keep “as-built” drawings up to date concurrently as the work progresses and not wait until the end of the job to do so.

N. CONNECTING THE WORK

• The Contractor shall do all the cutting, fitting and pitching that may be required to make several parts of the work come together properly and to fit his work to receive or be received by the work of other contractor shown upon, or reasonable implied by the Drawings and Specification. After the other contractor has finished he shall properly complete and finish his work, as the Project Manager shall direct.

O. SAFETY AND ACCIDENT REPORTS

• The Contractor shall take necessary precautions for the safety of all employees; Owner’s Representatives, Project Manager and the Architect. The Contractor shall comply with all instructions and Government Safety laws and Building Codes to prevent accident or injury to persons on about or adjacent to the premises as well as for the protection of adjacent property where work is performed. The Contractor shall not excessively loaded.

SOIL POISONING

A. SCOPE OF WORK

• Furnish all labor materials, equipment, plant and other facilities and perform all operations necessary to complete the Soil Poisoning requirement hereinafter specified.

• All work under this Division shall be subject to the General Conditions accompanying these Specifications. The Contractor and the Sub-Contractor for this portion of the work is required to refer especially thereto.

B. APPLICATION

• Thoroughly drench and saturate every lineal meter of excavation for footings and other foundation work with soil poison working solution (F-3, or F-35 by MAPECON or approved equivalent) before pouring of concrete. Soil poisons shall not be applied when soil is excessively wet.

• After grading and leveling the soil and laying of the gravel base for floor slab, flood or soak every square meter of floor area with soil poison working solution before pouring of concrete.

• Prior to landscaping of the lawn, saturate every linear meter of perimeter of the building about three (3) meters wide with soil poison working solutions.

• The application of the chemical solution shall be performed by a competent Pest Controller following the Thropallaxis Method or approved equivalent.

C. WOOD PROTECTION

• Paris Green Solution. Apply one (1) coat solution of 100 grams green powder mixed with 4.40 liters diesel all wood members with minor “Banakal”.

• Spar Varnish. All exposed surfaces of doors, windows, and exterior roof fascia boards shall be painted with a base coat or linseed oil before application of spar vanishes.

PREPARATION OF SITE

A. SCOPE OF WORK

• Furnish all labor materials, equipment, plant and other facilities and perform all operations necessary to complete the preparation of site shown and hereinafter specified.

• All work under this division shall be subject to the General Condition, accompanying these Specifications. The Contractor and sub-contractor for this portion of work are required to refer especially thereto.

B. SURVEY

• The Contractor shall stake out the building accurately and shall establish grades and after the approval by the Project Manager and Architects shall be secured before further work is commenced.

• Basic batter boards and basic reference marks as directed by the Project Managers shall be erected at such places where they will not be disturbed during construction.

• Materials shall be stored and work shall be conducted in such manner as to preserve all references approved the Project Manager and the Architect. Reestablishment of lines and grades where necessitated due to negligence of part the contractor shall be done at the expense of the Contractor.

• The Contractor shall construct two (2) permanent benchmarks near the site of construction for the purpose of determining any settlement that may occur during the progress of construction.

• The Contractor shall provide all necessary instruments.

UTILITIES EXCAVATION

A. SCOPE OF WORK

• Furnish all materials, equipment, labor, plant and other facilities to complete all utilities excavating work shown on the drawings and hereinafter specified.

• All Work included under this division shall be subject to the General Conditions accompanying these specifications. The Contractor and sub-contractor are required to refer especially thereto.

B. MATERIALS

• Provide all materials, equipment, labor, plant and other fine granular materials as approved. Soil removed in the excavation process maybe used for back fill if meeting the above qualifications approved by the Project Manager.

• Make widths of trenches at bottom and above sufficient for working conditions, including bracing, sheeting and shoring if any should be necessary to adequately protect men at work.

• For pipe, make trench with at bottom between 30 and 40 cm greater than outside diameter of pipe measured at widest point of pipe.

• Make centerline of trench and centerline of pipe and structures coincide.

• Accurately grade bottom of trench to provide uniform bearings; support pipe on undisturbed soil for each length of pipe.

• After grading trench bottom, dig bell holes for bell point pipe. Make bell holes of sufficient size as a minimum to permit accurate caulking work.

• Sheet and shore as necessary. Refer to and conform to specifications for such work required in operations for which this section serves as a reference.

• Take precautions to prevent over-excavation of earth in trench. For rock abode and like solid materials excavate to a minimum over depth of 10cm below required for outside of pipe.

• Correct over depth excavation due to negligence or faulty work of Contractor or for removal of undesired materials as noticed in paragraph H above by back filling with compacted fine granular materials. Stack excavated materials in orderly manner adjacent to work except in street. Stack in manner to divert surface water from running into trench. Remove accumulations of water from trenches by pumping or other approved method.

C. SHEETING AND SHORING

• Provide sheeting and shoring as required to protect trench excavations and provide safe working conditions. This requirement shall be at the sole decision and responsibility of the Contractor including the remedy and satisfactory of all damages and liabilities occasioned by the entire operation.

• Where damage is likely to result from withdrawing sheeting, the sheeting will be ordered to be left in place by the Project Engineer.

D. BACKFILLING

• Do not backfill until underground piping and conduit have been tested and approved by proper authorities or until Project manager authorize back filling.

Remove bracing, sheeting and shoring before back filling, except such sheeting as Project Manager may require in order to be left in place. Cut off sheeting ordered to be left in place at level of top of pipe.

• Backfill entire depth of trench with damp, compacted sand at following locations.

• Trenches within limits of building and 91 cm outside foundations.
• Trenches under footing, pavements, concrete slabs, sidewalks, utility pipes and other load bearing items and 91 cm beyond.

• Spread sand by hand shoveling in layers not more than 15 cm thick and compact to degree or compaction satisfactory to the Project Manager or his representative but not greater than for fills specified under division SEB, except in streets compact per City Regulations. Carry out spreading and tamping simultaneously in layers.

• Backfill all other trenches with ample sand to top of pipe. Earth, sand, clay and gravel, all constitute approved excavated material. Deposit by hand shoveling in 15 cm thick layers until pipe or conduit has a cover of not less than 30 cm., with earth moving equipment. Make ample allowances for settlement.

• Use water, but not excessive quantities for setting earth or sand backfill.

• Fill settled areas before final inspection and acceptance.

STRUCTURAL EXCAVATION AND BACKFILL

A. SCOPE OF WORK

• Furnish all materials, equipment, labor, plant and other facilities to complete the structural excavation and backfill as shown and hereinafter specified.

• All work included under this division shall be subject to the General Conditions accompanying these Specifications. The Contractor and Sub-Contractor are required to refer especially thereto.

• Examine the list of record of existing utilities and construction, record of the test borings and sub-surface exploration reports and soil samples to determine the conditions under which work will be performed. The record of test borings is not guaranteed to represent all conditions that will be encountered.

B. APPLICABLE CODES AND STANDARDS

• The Standards and Codes applicable to only a portion of the work specified in this section are referenced in the relevant parts and clauses. Standards and codes, which are generally applicable to the work of this section, are listed hereinafter.

• 2.2 AASHTO – American Association of States Highways and
Transportation Officials.

• T88 – Mechanical Analysis of Soils

• T90 – Determining the Plastic Limit and Plasticity
Index of Soils

• 2.3 ASTM – American Society for Testing and Material

• C33 – Concrete Aggregates

• D1556 – Density of Soil – in – Place by the Sand – Cone
Method

D1557 – Moisture Dust Density relations of soils, using ten-pound rammer and eighteen-dust inch crop.

C. SUBMITTALS

• Samples of any materials or product to be used in the works. They shall be properly marked and accompanied by a letter of transmittal clearly listing the samples, their intended use and locations in the works.

• Test Reports Shop test shall show the results of required shop tests of materials, equipment or system certified in writing by the manufacturer or its authorized representative.

D. TRANSPORTATION, HANDLING, STORAGE AND PROTECTION

• Pumping and Drainage

Excavate areas so as to afford adequate drainage. Control grading to prevent water running into the excavated areas until the work is complete. Remove water that may interfere with the proper performance of the work or cause ponding.

E. QUALITY CONTROL

• The testing laboratory shall perform all tests and submit reports specified in this section. The testing laboratory shall be responsible for conducting and interpreting the tests; shall state in each report whether or not the test specimens comply with all the requirements of the Contract Documents and specify note the deviation therefrom.

• Testing Materials

The testing laboratory shall perform all tests herein specified and additional tests as may be required.

Optimum moisture-maximum density curve for each type of soil encountered in subgrades and fills under pave areas and bulking slabs. Determine maximum densities in accordance with ASTM D1157. Each type of borrow materials shall receive the following:

a. Material Analysis : AASHT T88

b. Plasticity index determination : AASHTO T90

c. Moisture-density curve determination : ASTM D1557

• Testing and Subgrade and Fill Layers

Subgrade and fill layers shall be approved before construction of any further works thereon. Test of sub-grades and fill layers shall be taken as follows:

1. Footing subgrades: The design bearing capacities shall be verified by testing each strata of soil on which footings will be placed. The following tests shall be performed as required by the Construction Manager.

Cohesionless soil, plates bearing test and filled density test. For cohesive soil, unconfirmed compression test.

• Paved area and Building Slab Subgrades : The top 12-inch of subgrade resulting from excavation shall have the maximum density of optimum moisture as specified. In fill area, each layer of fill shall meet the required density test of the subgrade for every 3000 ft. square of paved area or building slab but in no case less than three tests shall be made. In each compacted fill layer. Make one field density test for every overlaying 3000-ft. square of building slab or paved area, but in no case less than three tests. Field density tests shall be performed in accordance with ASTM D1556 at ASTM D2167.
Foundation Wall Backfill at least three field density tests ASTM D1556 or ASTM D2167 shall be taken at locations and elevations as directed.

F. PREPARATION

• Clear and grub shrubs, roots, brush, vegetation, rubbish and debris within the construction limit lines, except as otherwise designated to remain or to be relocated.

G. EXCAVATION

• General

Excavation to the lines and elevations are required. Excavation shall comprise and includes the satisfactory removal and disposal of all materials encountered regardless of the nature of the materials. Make excavations sufficiently large to permit placing and removal of forms, installation of weatherproofing, damp proofing and utilities and to permit inspection.

• Excavation for Footings

Footing subgrades shall be approved before proceeding with construction of piers and footings shall be found on rock or firm understructure at elevations indicated or as shown. Refer to construction notes for required preparations. Subgrades of footings shall be level and free of loose rock, dirt, debris, and standing water prior to acceptance for placing concrete.

• Excavation for Paved Areas, Building Slabs and Structural Members in Cut Areas

1. Structural Members: Structural members shall include frame slabs, grade beams utility tunnels.

2. Subgrades: Subgrades shall be approved before proceeding with construction of
structural members.

The top 12 inch of subgrade resulting from excavation shall be free from unsuitable material and have a minimum moisture when cohesive soil are tested in accordance with ASTM D2049.

If the subgrade thus meet the above requirements, compact the subgrade by rolling with suitable compaction equipment to obtain the density specified.

• Excavation for General Grading

Excavations made below the elevations shown or specified shall be filled and compacted as hereinafter specified for filing and compacting.

• Excavation for Paved Areas, Building Slabs and Structural Members in fill Areas

Subsection c applies except that no subgrade recompaction will be required.

H. FILLING AND COMPACTION

• Fill Materials

Materials for fill and backfill shall be in general fill as herein before specified, obtained from the required excavation on site, if acceptable, or from burrow sources.

• Utilization or Excavated Materials

Suitable excavated materials for fill and backfill as defined in clause 1 and 2 MATERIALS shall be approved. Materials which is suitable for use as fill under exterior slabs and paving and backfill shall be separated form material which is only suitable for general grading.

Burrow

Provide additional materials, if required, at no additional cost. Acceptable burrow shall consist of suitable materials.

• Placing

Place fill materials in horizontal loose layers in such manner as to produce a uniform thickness of materials. Placement shall start in the deepest area and progress approximately parallel to the finished grade. Thickness of layers before compaction shall not exceed 8 inches for cohesive soils. No fill material shall be placed on areas where free water is standing, or on surfaces which have not been approved.

• Compaction

Compact each layer of fill with equipment to achieve 95 percent of maximum density at optimum moisture when cohesive soils are tested in accordance with ASTM D1557 or 75 percent of relative density when cohesionless soils are tested in accordance with ASTM D2040.

In case of cohesive soil, do not compact materials when the moisture content varies more than 3 percent from the optimum moisture content. Maintain moisture content by wetting and drying manipulation. Suspend compaction operation because of rain and other unsatisfactory conditions.

• Gravel fill for Building Slabs

Provide completion of foundation walls and removal of forms. Clean the excavation of all trash and debris before application of damp proofing or waterproofing and placement of backfill as hereinafter specified for fill operations. Maintain symmetrical backfill loading and compact each layer by hand tampers or other unsatisfactory conditions.

• Do not backfill against foundation or basement walls until compaction or supporting floor construction to top of backfill or to first level above top of backfill. In placing backfill, take special care to prevent wedge action, eccentric or overloading of structure by equipment used in compacting backfill material, and to prevent damage to waterproofing or damp proofing on walls.
• Where subsoil drainage system are installed, place backfill so as to prevent any drainage to the system.

• Place drainage fill top of felt above footing subsoil drains to within 18 inches of finished grade, except as otherwise shown. Place and compaction as necessary to obtain the required densities under paved areas of general as specified herein.

CAST-IN-PLACE CONCRETE

A. SCOPE OF WORK

• Furnish all labor, materials, equipment, plant and other facilities the cast-in-place concrete as shown and hereinafter specified.

• All work under this division shall be subject to the General Conditions accompanying these specifications. The Contractor and Sub-Contractor for this portion of the work required are especially referred thereto.

B. APPLICABLE CODES AND STANDARDS

The Standards and codes applicable to only a portion of the work specified in the section are referenced in the relevant parts of the clauses. Standards and codes, which are generally applicable to the work of this section, are listed hereinafter.

• American Concrete Institute

Recommended Practice for Selecting Proportions for Normal Weight Concrete Recommended Practice for Evaluation of Compression Test Results of Field

Specifications for Structural Concrete for Building

Recommended Practice for Measuring and Placing Concrete

Recommended Practice for Curing Concrete

Recommended Practice for Consolidation of Concrete

Building Code Requirements for Reinforcing Concrete.

• American Society for Testing and Materials

Making and Curing Concrete Test Specimen in the Field

Compressive Strength of Cylindrical Concrete Specimens

Obtaining and Testing Drilled Cores and Sawed Beams of Concrete.

Ready Mixed Concrete

Slump of Portland Cement Concrete

Sheet Materials for Curing Concrete

Fresh Concrete Sampling

Liquid Membrane – Forming Compounds for Curing Concrete

Chemical Admixtures for Concrete

Concrete Made by Volumetric Batching and Continuous Mixing
Sampling Aggregates
Reporting Results of Analysis of Water
Performed Expansion Joint Fillers for Concrete Paving and Structural Construction

Wire – Cloth Sleeves for Testing Purposes

• Federal Specifications

Concrete Patching and Leveling Compound

• C – E Corps of Engineers

Requirements for water for use in Mixing or Curing Concrete
Rubber Waterstops
Polyvinylchloride Waterstops
Expansive Grout

C. SUBMITTALS

Layout of Proposed Placement

• Placement Schedule Proposed Construction Joint Layout and Sequence of Placement

• Proposed Curing Concrete

• Quality Assurance

Proof of quality of manufacturer and reliability in field operations. Such proof shall normally constitute evidence that the product/equipment has been manufactured by them over a period of time and has established field service record. It shall include installation locations, dates and years of operating services. If there is no experience for an identical unit it may release to a similar unit by the same manufacturer.

• Samples

Samples of any materials or product to be used in the works. They shall be properly marked and accompanied by a letter of transmittal clearly listing the samples, their intended use and locations in the work.

• Certificate of Compliance

Certificate of Compliance shall include materials or Product manufacturer’s Statement that the supplied items or systems to the specifications.

• Test Reports

Shop test shall show the results of required shop test of materials, equipment or system certified in writing by the manufacturer or its representative.

Field test reports shall show the results of required field test and compliance with approved procedures, certified by the Contractor.

D. TRANSPORTATION, HANDLING, STORAGE AND PROTECTION

• Cement and Admixtures

Upon the delivery at site of work, cement and admixtures shall be stored separately in dry, weather tight, properly ventilated structure with adequate provision for prevention of absorption of moisture.

• Temperature Control

The Contractor shall provide facilities and procedures to control or reduce the temperature of all materials used for concrete during hot weather; to such degree of temperature shall not exceed 90 degrees Fahrenheit.

Concrete Removed from the Structure

When the results of the strength test of the specimen indicate deficiency in specification requirements or where there is other evidence that the quality of the concrete is below specification requirements, core-boring tests shall be made in conformance with ASTM C42. If deficiency id discovered, the Contractor maybe allowed to make load test at his expense, and results shall be evaluated in conformance with ACI 318, Chapter 2.

• Slump

Slump test shall be performed in the field under the supervision of the Construction Manager. Slump test shall conform to ASTM C143.

• Sample Concrete Panel

Sample concrete panel for exposed or painted concrete shall be constructed and submitted for approval by the Construction Manager. The panel shall be not less than 6 ft. by 4 ft. in size. Sample panel shall be protected until acceptance of the complete concrete work. The approved sample shall be representative of the smooth texture concrete finish required in the work.

E. MATERIALS

• Portland Cement

Only one brand of any type of cement shall be used for exposed concrete surfaces of any individual structure.

• Concrete Patching Compound

PS SS – 1302, type 11, that can be painted without evidence of bleeding and that after final set will be unaffected by high humidity and moisture.

• Aggregates

Grading requirements shall conform to ASTM C33. Coarse aggregates shall be well graded from fine to coarse within the prescribed limits of the Contract Documents.

• Fine Aggregates

Fine aggregates shall consist of natural sand, manufactured sand or combination of the two and shall compose of clean, hard and durable spherical or curvical particles.

F. QUALITY CONTROL

• Samples and Testing

Samples from stock on the site shall be taken by the Contractor in the presence of the construction Manager

Cement

The testing laboratory shall test sampled cement. Certify copies of laboratory of cement and shall include all test dates, and testing procedures are in conformance with stored more than four months after being tested shall be tested before use. Cement found unsatisfactory under test shall be immediately removed from the construction site.

Aggregates

Aggregates sampling shall conform to ASTM D75. Aggregates shall be sampled and submitted to the Construction manager for testing. No aggregate shall be used until test results are satisfactory to the construction Manager.

Water

Water analysis shall be performed in accordance with ASTM D596.

Admixtures

Sampling and testing of all admixtures used in concrete mix shall be in accordance with the standard procedure recommended by the testing laboratory. No admixtures shall be used if the test results are unsatisfactory.

• Concrete

During Place Concrete

The Contractor shall provide for test purposes three sets of the test specimens taken under the supervision of the Construction Manager from each 50 cu. m or fraction thereof for each class of concrete placed. At least one set of the test specimens for each classes of the concrete shall be provided in each eight-hour shift. Samples shall be secured in accordance with ASTM 172. Test specimens shall be made and cured in accordance with ASTM C39 or ACI 214. Test specimen shall be evaluated for each class of concrete specified in conformance with ACI 318, Chapter 4 Concrete Quality. Specimen may be tested 7 days to 28 days strength of the concrete is established.

Coarse Aggregates

Coarse Aggregates shall consist of crushed or uncrushed gravel, crushed stone, or a combination thereof and shall be clean, hard, and compacted particles of maximum nominal size ¾ inch. However, coarse aggregate of greater maximum size may be used provide the requirements of ACI 318, Sec. 3.3.3 are met.

• Water

Water for washing aggregated and for mixing and curing concrete shall be fresh and free from injurious amounts of oil, acid, slate, alkali, organic matter, or other deleterious substances as determined by CDCRD – C400. Chlorides and hardeners shall not exceed specified limits of ASTM D512.

• Admixtures

Admixtures containing chloride ions or other ions producing deleterious effect shall not be used.

• Vapor Barrier

Polyethylene sheeting conforming to ASTM E154 and mils thick minimum. Other similar materials having a vapor permanence rating not exceeding 0.5 per as determined by ASTM E96, procedure will be considered.

• Grout

Damp pack bedding grout mix of one part of Portland cement type 1 and ½ parts of the fine aggregates proportioned by weight and more than 4 – ½ gal. Of water per bag, 94 lb. Of cement.

Premixed, Non – Shrink Metallic Grout
“Masterflow” 713 manufactured by Master Builders, Euco – N.S. manufactured by Euclid Chemical Company or an approved equal.

Premixed Non – Shrink Metallic Grout
“Embecco 36” manufactured by Master Builders. Premixed manufactured by the Euclid Chemical Company or an approved equal.

Expansive Grout

CE CRD – C588, Type A or M, as required.

• Curing Materials

Impervious Sheeting

ASTM C171 type optional except that polyethylene sheeting shall be 4 minimum winds the imperious sheeting shall not be used.

Burlap

Cloth made of jute or kenaf shall conform to AASHTO M182 and shall weigh a minimum 0.06 Lb. Square foot.

Membrane Forming Compound

ASTM C309, Type 1. When non- pigmented compound is used, each shall contain a fugitive dye.

• Hardener

Floor hardener shall be a colorless aqueous solution containing not less than 20 lb. /gal. of zinc and or magnesium fluosilicate or sodium silicate solution having a specific gravity of 16.7 degrees Baume, “hornoligh” manufactured by A.C. Horn W.R. Grace “ Saniseal 50” manufactured by Master Builders, Lapidolite manufactured by Sonneborne Contech, or an approved equal.

• Joint Fillers

ASTM D1751 performed resilient bituminous type or ASTM D1752, performed sponge rubber.

• Joint Sealant

ASTM D1190, hot – pour type

• Water Stops

Metallic

Copper conforming to ASTM B370, 20-ounce weight or stainless steel conforming to ASTM 167, 0.037-inch nominal thickness and 6 inch wide.

Non-Metallic

CEO CRD –513 and CRD – 572, ¼ inches minimum thickness and 6 inches wide. Installation Joints – Shown and detailed on the plans

• Expansion Joints – As Shown and Detailed on the Plans

G. CLASSES, USAGE AND PROPORTIONING

• Concrete of the various classes indicated and as required under other section for different usage shall be proportioned and mixed by volumetric batching and continuous mixing in accordance with ASTM C685.

• Retarder Agents

Water reducing admixtures (plastic and retarder) maybe used subject to the approval of the Construction Manager.
• Trial Designed batches

Trial designed batches for various classes required shall be the responsibility of the Contractor. Trial mixture having a proportion, consistencies and air contents suitable for the work shall be made based on ACI 211.1, using at least 3 different water cement rations which will produce a range of strength encompassing those required for the work. Trial mixtures shall be designed for maximum permitted slump and air content. The temperature of concrete in each content. The temperature of concrete in each trial batch shall be reported. For each water-cemented ratio at least three strength shall be determined by ACI 301, Chapter 3, and Paragraph 3.8 method 1 or 2.

• Slump

Slump for vibrated concrete shall be minimum of 2 inch to a maximum of 4 inch as determined by ASTM C143.

H. BATCHING, MIXING, and TRANSPORTING CONCRETE

• Batch Plant

The plant shall be semi-automatic type and of sufficient capacity not to impair the construction time schedule. The semi-automatic plant is a system where batching weights are set manually and materials are batched automatically.

Site – Mixed Concrete

Measuring tolerances, mixing capacity, and time shall be in accordance with ACI 301, Chapter 7, and paragraph 7.2.

• Truck Mixers

When a truck is used to complete mixing of central plant batch of materials, all water shall be added at mixing speed before completing of mixing. Retempering of concrete will not be permitted. Each truck shall carry a ticket stamped by item clock to show date and time of the loading of each truck was completed.

I. PLACING CONCRETE

• Sequence of Concrete Placement

To control shrinkage defects placement of concrete for floors shall follow a checker board pattern. Joints line shall cross within middle third of beams, girders, and short spans of slabs, unless otherwise allowed by Construction Manager. Contractor shall submit a construction joint layout and sequence of concrete placement for approval of Construction Manager.

• Preparation of Placing

Excavation of forms shall be clean, free of debris of foreign materials. Reinforcement and embedded items shall be secured in position and shall be inspected and approved before placing concrete. Runways shall be provided for wheeled concrete handling equipment. Such equipment shall not be wheeled over reinforcement nor shall runways be supported on reinforcement.

• Placing Procedures

Concrete shall be delivered from central plant of final deposit in a continuous manner in the time interval specified and without segregation or loss of ingredients. Placing shall be suspended when the sun, heat, wind, or limitation of facilities furnished by Contractor prevents proper finishing and curing of concrete. Concrete shall be placed in forms or excavations as close as possible in final position, in uniform approximately horizontal layers not over 12 inch deep unless otherwise directed. Concrete shall not be allowed to drop freely more than 5 feet in unexposed work nor 3 feet in exposed work. For greater drop trunks or other approved means shall be employed. Conduits and pipes shall not be embedded in concrete unless specifically indicated or specified.

• Transformation Time Interval

Concrete mixed in central plant and transported by non-agitating equipment shall be placed and transported in the forms in 60 minutes.

• Placing in Hot Weather

Hot weather placing shall be in accordance with recommended practice of ACI 305, except that air temperature, reinforcement and form temperature exceeding 35 degrees C concreting shall be controlled as follows:

1. Concrete temperature during mix, transporting and placing shall not exceed 32 degrees C otherwise approved by the Construction Manager.

2. Reinforcing Steel and Forms shall be protected from direct sunrays and shall be cooled with water immediately before concrete placing so that concrete temperature specified can be maintained.

3. When cold joints tends to form or where surface set and dry too rapidly or plastic shrinkage cracks tend to appear, concrete shall be kept moist by sprays applied shortly after placement and before finishing.

• Conveying Concrete

Concrete may be conveyed by chute, conveyor, or pump if so approved by the Construction Manager. Aluminum chutes or pipelines shall not be used in conveying concrete. Approval will not be given for chutes or conveyors requiring changes in the concrete design mixed for desired operation.

Chutes and Conveyors

Chutes shall be steel or steel lined wood, rounded in cross section, rigid in construction protected from overflow and slopes not exceeding one vertical to three horizontals. Conveyors shall be designed to operate assuring uniform flow of concrete without segregation of ingredients, loss of mortar or change in slump.

Pumps

Placing concrete by pumping method shall confirm with ACI 304. Pumps shall be operated and maintained so that a continuous stream of concrete is delivered in the forms without air pockets, segregation or change in slump exceeding two inches.

• Placing Through Reinforcement

Where congestion of steel or other condition make placing of concrete difficult, a trim pipe shall be used. Recommended placing and consolidation practices shall conform to that outline ACI 304 and ACI 309.

J. COMPACTION

• Immediately after placing each layer of concrete shall be compacted by internal concrete vibration supplemented by hand spanding, rodding and tamping or other external vibration of forms will not be permitted. Internal vibrators submerged in concrete shall maintain a minimum frequency of not less than 8000 vibration per minute. The vibrating equipment shall be adequate in quantity and capacity required and shall conform to the requirement of ACI 309.

K. BONDING

• Before depositing new concrete on or against concrete that has set, the surface of the set concrete shall be thoroughly cleaned so as to expose the coarse aggregate. Form shall retighten and all surface moisture.

L. SLABS ON GRADE

• Subgrade under slabs within the building shall be covered with vapor barrier. Edge shall be lapped by not less than 6 inches and seal a pressure sensitive tape not less than 2 inches wide, compatible with the membrane. Concrete shall be placed continuously so that each unit of operation will be monolithic in construction. Concrete shall be placed in alternate checkerboard pattern terminating at crack control joints or maybe limited by expansion and construction joints. Cracks control joints shall be expansion control, or construction joints.

• Control Joints

Control Joints shall be performed by an insertion of hard pressed fiber guard strips inserted in plastic concrete. The joints shall be 1/8 inch wide and depth equal approximately ¼” of the slab thickness, unless otherwise indicated on the drawings.

• Sealing

Concrete joints shall be filled with joint sealant except where floor covering is required.

M. SETTING OF BASE PLATE

• After being plumbed and properly positioned, base plates shall be provided with full bearing weight non-shrink grout except where expansive grout is indicated. The grout shall be packed by tamping or ramming with a bar or rod until voids are completely filled. For clearances of two inches or more than expansive grout shall be provided. Mixing and placing shall be in accordance with manufacturer’s instructions. Grout shall not be retempered or subject to vibration. Temperature of the grout and the surface receiving the grout shall not exceed 32 degrees C.

N. CONCRETE FINISHES

• Floor and Roof Slabs

Finish floors and roof slabs surfaces shall be through plane surface without deviation in excess of 8 inches when tested with a 10-foot straight edge. Surface shall be pitched as shown.

• Other Than Floor And Roof Slabs

Within 12 hours after forms are removed, surface defects shall be prepared as specified hereinafter or as directed by the Construction Manager. Temperature of the concrete ambient air and mortar during repair work including curing shall not exceed 32 degrees C. Fine and loose materials shall be removed. Honeycombed, aggregate pockets, voids over ½ inch diameter and holes left by the reamed wetted, brush coated with neat cement grout and filled with mortar. Holes shall be packed full and all patchwork shall be damped cured for 7-day minimum.

For surface, which is not to receive architectural finish; the following additional measures shall be taken.

The concrete shall receive smooth finish by brush coating surface with cement grout composed by volume of one part Portland cement and not more than two parts fine aggregates passing number 30 mesh sieves and mixed with water to consistency of thick paint. Excess grout shall be scraped off with a trowel any visible grout film. The grout shall be kept damp by means of fog spray during setting period.

• Non-Slip Finish

The concrete shall be screened and flatted to the required finish level with coarse aggregate visible. Abrasive aggregate shall be uniformly sprinkled over flattened surface at a rate recommended by the manufacturer. The surface then shall be steel trowelled to a smooth, even finish that is uniform in texture and appearance. Immediately after curing, cement coating or laitance covering the abrasive aggregate shall be removed by steel be removed by steel brushing, rubbing or light sand blasting to expose abrasive particles.

• Hardener

Hardener shall be applied to expose interior concrete floor where indicated on the drawing and in accordance with the manufacturer’s written installation.

• Curing

Concrete shall be protected against moisture loss, rapid temperature changes, mechanical injury and injury from wind or flowing water for a period of time corresponding to cementing material used as follows:

Portland Cement Type I ……………………….. 7days

1. Monolithic finish

Slabs shall be screened and flattened with straight edge to bring the surface to the required finish level with coarse aggregates visible. The concrete while still green but sufficiently harder to bear a man’s weight without deep imprint shall be wood trowelled to a smooth even dense finish free from blemishes including trowel marks. Rough surface shall be provided for resilient flooring thin – set ceramic tile carpeting where no other finish is specified.

2. Power machine Finish (option)

In lieu of hand finishing, an approved power-finishing machine may be used. The preparation of surface by machine shall be in general herein before specified for hand finish. Finish surface shall be free of machine marks, ridges or other blemishes.

3. Rough Slab Finish

Tamp the concrete to force the aggregate away from the surface, then screen with a straight edge to produce a uniform surface. Rough slab finish surface shall be provided for ceramic tile, floor toppings, and insulation built-up roofing of terrazzo.

4. Broom Finish

The concrete shall be screened and flatted to required finish level with coarse aggregate visible. While concrete is still green, steel or wood trowel to uneven smooth finish and then broom with fiber bristle brush in a direction transverse to that of the maintained traffic broom finish surface shall provide for drive – ways and ramps.

5. Wood Float

The preparation of surface shall be in general herein force specified for monolithic finish. While surface is still green, wood float to an even textured surface. Curing procedure shall conform to ACI 308 and ACI 305. During the specified curing period, the concrete shall be maintained in the moist condition and temperature not over 90 degrees F.

CONCRETE REINFORCEMENT

A. SCOPE OF WORK

• Furnish all equipment, labor, plant and other facilities to complete the concrete reinforcement as shown on the drawings and herein specified.

• All work included under this division shall be subject to the General Conditions accompanying these specifications. The Contractor and Sub-Contractor are required to refer especially thereto.

B. APPLICABLE CODES AND STANDARDS

• The Standards and codes applicable to only a portion of the work specified in this section are reference in the relevant parts of clauses. Standards and codes, which are generally applicable to the work of this section, are listed hereinafter.

• ACI American Concrete Institute

Manual of Standard Practice for Detailing Reinforced Concrete Structures Building Code Requirements for Reinforced Concrete

• ASTM – American Society for Testing and Materials

A185 Welded Steel Wire

Fabric for Concrete Reinforcement

A615 Deformed and Plain Billet – Steel Bars for Concrete Reinforcement

• CRSI – Concrete Reinforcing Steel Institute Manual of Standard Practice Placing Reinforcing Bars.

• AWS – American Welding Society Reinforcing Steel Welding Code

C. SUBMITTALS

• Details, Drawings and/or Shop Drawings

Fabrication installation and assembly drawings for all parts of the work in sufficient detail to enable to check conformity with Contract requirements. Drawings shall show details and dimensions of all component parts including plan and elevation views, cross sections and details.

• Test Reports

Shop test shall show the results of required test of materials, equipment or systems certified in writing by the manufacturer or its authorized representative.

Field Test Reports shall show the results of required field test and compliance with the approved procedures, certified by the Contractor.

D. MATERIALS

• Bars: ASTM A615 Grade 60 and Grade 40, 40.

• Bar Mats: ASTM A184, of mesh and bar size indicated on the drawings

• Welded Fabric Wire: ASTM A4976, or mesh and bar size indicated on the drawings.

• Drawn Wire: ASTM A82
• Bar Supports: Comply with CRS – WCRSI “ Manual of Standard Practice”

Interior concealed areas: Class A “ Bright Basic”
Interior exposed Areas: Class C “Plastic Protected.
Exposed painted or concealed: Class D “Stainless Steel Protected”
Exterior unpainted or exposed: Class E “Special Stainless Protected”

E. DETAILING AND FABRICATION

• Reinforcement

Provide concrete reinforcement, which is made from new billet steel and free from rust, dirt, oil and grease and any other foreign substances detrimental to bonding with concrete. Accurately bend or from fabricated bars to the shapes and dimensions shown using methods that will not damage materials. Do not weld unless specially shown or approved by the Construction Manager.

• Identification

Bundle and tag reinforcement with suitable identification to facilitate sorting transportation to, or storage and placing at the job site.

F. PLACING REINFORCEMENT

• Reinforcement shall be installed as shown.

• Tolerances

Maintain surfaces clearances dimensions shown, plus or minus ¼ inch. Secure reinforcement with accessories and tie wire to prevent displacement before and during concreting. Do not place concrete if bars are not properly placed with adequate support.

• Dowels

Secure in position prior to placing concrete

G. SPLICES

• Lap-splices all bars up to 36 mm in accordance with ACI 318, unless otherwise shown. Follow AWS D12.1 recommendations for welded splices where shown.

H. REPAIR

• Remove and replace damaged bars as directed.

CONCRETE FRAMEWORK

A. SCOPE OF WORK

• Furnish all labor, materials, equipment, plant and other facilities to complete the concrete form work as shown and hereinafter specified.

• All work under this division shall be subject to general construction accompanying this specification. The Contractor and Sub-contractor for this portion of the work as required referring specifically thereto.

B. APPLICABLE CODES AND STANDARDS

• The standards and codes applicable to only portion of the work specified in this section are referenced in the relevant parts of clauses. Standards and codes, which are generally applicable to the work of this section, are listed hereinafter.
• ACI – American Concrete Institute

301 Specifications for Structural Concrete for Buildings

318 Building Code Requirements for Reinforced Concrete

347 Recommend Practice for Concrete Formworks (ANSI A 145.1)

• ANSI – American National Standards Institute, Inc.

A199.1 Construction and Industrial Plywood

• Timber Design Standard – Philippine Association of Civil Engineers (PACE) CP 202, 1965.

C. SUBMITTALS

• Detail Drawings and Shop Drawings for all parts of the work in sufficient detail to enable the Construction Manager to Check conformity with the contract requirements. Drawings shall show the details.

D. QUALITY CONTROL

• Construction

Construction formworks so that concretes surface comply with ACI 347, Chapter 2 and 3.

• Hydraulic Pressure

The maximum allowable deflection of forming surface from concrete pressure is length/360 between supports.

E. MATERIALS

• Formworks Materials

Unless otherwise shown form materials shall be one of the following:

Plywood; ANSI A199.1 minimum” in thickness

Form Lumber

Fiberglass reinforced plastic

Steel

• Blockouts and keyways

Wood or extended expanded polystyrene

• Ties

Bolt or standard snap ties for snap off 1 inch from surface with minimum working capacity of 3,000 lbs. Maximum size cones shall be ” in diameter.

• Chamfer Strips

Wood, polyvinyl chloride or neoprene

• Dovetail Anchor Slots

Standard size, 20 gauge galvanized steel with removable filler installed for abutting masonry and at 24 inch o. c. for facing masonry where shown.

• Flashing Reglets

26 gauged galvanized sheet, with removable filler and beveled edges.

• Anchoring Inserts

Approved propriety type inserts for the load capacity and use shown.

• Fabricated Embedments

Install only as shown and as specified.

• Form Release

Non-staining, non-reactive rust preventive guaranteed not to affect bond of surface application to concrete.

F. FABRICATION AND ERECTION

• Forms
Design, construct, erect, support, brace, maintain and remove forms in conformance with the requirements of ACI318 part 1, 2 and 3 exclusive and ACI347 for loads lateral pressure and allowable stresses; in addition to other design parameters such as wind loads.

• Shores

Shores shall be adjustable by screw jacks or wedges.
• Preparation of Forms

Clean forms before each use. All steel forms shall be free of rust and scale.

• Form Re-use: The Number of reuses is dependent on the resulting finish quality and is subject to approval.

• Form Joints; Forms shall be butted types.

• External Corner: Chamfered unless noted.

• Cleanouts: Where required provide temporary openings panels in the forms to facilitate cleaning, placing and inspection.

• Cambers: Where specified camber is noted position the forms to maintain hardened concrete lines with specified tolerances measured for camber lines. Camber is to maintain as noted plus or minus 3mm (1/8 inch) until shoring is removed.

• Form Release: Coat removable forms with forms release agent before reinforcing is placed and in accordance with manufacturer’s instruction. Remove release agents from reinforcing steel embedments solvents recommended by the manufacturer.

G. STRIPPING AND RESHORING

• General: Do not remove forms or shoring until the concrete members have acquired sufficient strength to support their weight and subsequent construction loads without defection. Forms shall be moved in a manner to assure safety of the structure.

• Time: Form and supports shall remain in place until the concrete has attained sufficient strength to support the loads to be applied but in no case shall they be stripped in less than the following minimum periods.

Columns – 2 days
Walls – 2 days
Sides of Beams and Girders – 2 days
Floor Slabs – 14 days
Shoring for Beams and Girders – 14 days
Beam and Girders – 14days

• Reshore: Reshore immediately after stripping slab, beams and girders that support subsequent formwork. Retain reshore for as many levels as required to combine the liveload capacities of cured floors to support the loads of the subsequent fresh construction loads. Reshore at minimum of two consecutive levels.

MASONRY WORK

A. SCOPE OF WORK

• Furnish all labor, materials, equipment, plant and other facilities and perform all operations on necessary to complete the Masonry Work requirements hereinafter specified.

• All work under this Division shall be subject to the General Conditions accompanying these specifications. The Contractor and Sub-Contractor for this portion of the work are required to refer specifically thereto.

B. MATERIALS

• Concrete Hollow Blocks: Shall be Machine Bilt, Non-Load Bearing (NLB) or approved equivalent. Minimum face shell thickness shall be 1” Nominal face 7” x 17” normal thickness shown. Hold all units in storage for a period of not less than 28 days (including curing period) and do not deliver prior to that time unless strength and other test indicate compliance with this specification.

• Mortar Aggregate: Natural river sand, clean free from soluble salts and organic matter, grades from fine to coarse, compatible with the thickness of joints in which used.

• Cement: Shall be Portland cement/Union Premium or approved equal.

• Mortar:

General: Mix mortar from 3 to 5 minutes in such quantities as are needed for immediate use. No retampering will be permitted on mortar stiffness because of premature setting. Discard such materials, as well as those that have not been used within one hour after mixing.

Proportioning: Cement mortar shall be one (1) part Portland Cement and two (2) parts sand by volume but not more than one (1) Portland cement and three (3) parts sand by volume.

C. HANDLING AND STRUCTURE

• Take care in handling masonry units to avoid chipping and breakage. Locate storage piles and stacks so as to avoid being disturbed. Barricade to protect from damage by construction operation. Stack masonry units, reinforcement and other materials on wood blocking above ground.

D. SCAFFOLDING

• Provide all scaffolding required for masonry work, including cleaning down on completion, remove.

E. SAMPLES AND TESTING

• Sample blocks shall be taken at random from every one thousand (1000) blocks delivered. Average strength of concrete hollow blocks shall not be less than 400 lbs. per square inch. Test shall be at the expense of the Contractor.

F. CUTTING AND PATCHING

• Consulting other trades in advance of masonry work and make provision for installation of their work to avoid unnecessary cutting and patching. Experienced masons shall do all cutting and patching.

G. HOLLOW METAL FRAMES

• Fill jamb of all pressed steel hollow frames occurring in masonry walls with mortar and carefully point all joints between metal frames and adjacent masonry and other construction.

H. WALL FLASHING

• Build in wall flashing at base of cavity wall formed to exclude water, bended in and covered with mortar. Keep joints to a minimum but where necessary, lap 6’ and seal with plastic cement.

I. LAYING CONCRETE BLOCKS

• Lay units in common bond with uniform coursing and jointing. All concrete block joints shall be uniform thickness, approximately 3/8 tooled concave where exposed and flush cut where concealed, making 16’ x 8’ course. Butter vertical and horizontal joints full with mortar.

Bond courses at corners and intersection and tie to abutting walls as per TRU-LOK Specifications.

Reinforce concrete block walls continuously in two 2) consecutive courses below openings; using TRU-LOK shall be provided at every 16” of vertical wall height for load bearing walls. Lay units full thickness of partition from floor slabs to height shown, and where necessary cut.

GLASS AND GLAZING

A. SCOPE OF WORK

• Furnish all labor equipment, plant and other facilities required to complete all glazing work as shown in the drains and schedule and hereinafter specified.

• All work included under this division shall be subject to the General Conditions accompanying these specifications. The Contractor and the Sub-Contractor for this portion of the work is required to refer especially thereto.

B. GENERAL

• The type and the location of the glass are indicated. Determine the actual size by measuring the opening to be glazed, each piece of glass shall bear the Manufacturer’s label giving his name and the quality, type and thickness of the glass. Do not remove label until final cleaning.

C. MATERIALS

• All glass for the aluminum storefront and drops shall be” thick tinted polish plate glass as indicated in the schedule of windows and shall be those manufactured by the Republic Glass or approved equal.

• Size shall be those shown on the drawings.

D. SHOP DRAWINGS

• The Contractor shall furnish copies of the drawings showing dimensions and details and indicating all necessary items to the Architect for approval.

• Any correction required by the Architect shall be done immediately by the Contractor and corrected copies of drawings affected shall be returned to the Architect. The examination and approval of show drawings by the Architect shall not relieved the Contractor from any obligation to perform the work strictly in accordance with plans and specifications. The responsibility for errors in shop drawings shall remain with the Contractor.

E. INSTALLATION OF GLASS

• General: Employ only skilled labor. Set glass without springing, accurately fitted and carefully set using setting and spacer blocks in accordance with the recommendation of the glass manufacturer. Set all glass before final painting. Take every precaution to insure firstglass free from edge chips cracks or other defects and all glazing materials properly installed to meet approval.

• Examination of Surfaces: Before commencing the setting examines surfaces and report to the Architect in writing any defect in it. Commencement of work shall indicate the acceptance of the surface as satisfactory.

• Breakage: The Contractor shall be responsible for all glass broken because of faulty setting and shall be replaced at his expense.

• Expansion: Allow for expansion of glass as per manufacturer’s recommendation.

F. GUARANTEE

• Furnish guarantee to Owner as per requirements of the General Conditions for the period of one year after date of final acceptance of building.

WATERPROOFING

1. SCOPE OF WORK

• Furnish all materials, equipment, labor, plant and other facilities to complete all waterproofing works as shown on the plans and hereinafter specified.

• All work included under this division shall be subject to the General Conditions accompanying these specifications. The Contractor and Sub-Contractor are required to refer especially thereto.

2. WATERPROOFING OF PARAPET AND ROOFDECK

• Materials

• Materials shall be Cold Applied Waterproofing or approved equivalent.

• Applications

The concrete surface shall be wood troweled smooth, firm, dry, clean and free of loose or foreign materials and without any projects, indention and other imperfections. Cabinets shall be installed in the angle formed by the floor and adjoining vertical wall. All drainage connection shall be set to permit free flow of water.

On this concrete surface, apply 2 coats of Cold Applied Waterproofing to a roofdeck and vertical wall to a height of 10” (250mm) unless otherwise shown on the drawings surrounding the area to be waterproofed.

Sprinkler fine sand topping

Apply 2 base coats of Cold Applied Waterproofing and apply 2 topcoats of 2mm thick of Polyethylene sheet.

The installation of the waterproofing shall be done by an approved roofing contractor by the manufacturer.

No substitution of materials shall be made unless authorized in writing by the Architect prior to starting the work of waterproofing.

All materials composing the waterproofing underlayment shall be delivered into the job in unopened bags, pails and packages clearly labeled by the manufacturer’s name.

• All the request of the Architect, the Contractor shall deliver to the Architect the following:

Samples of the materials proposed for use as waterproof underlayment, clearly labeled as to brand name manufacturer’s name.

The manufacturer’s complete printed specifications for the application of the materials.

C. FLOOR HARDENER

(For Transformer vaults room. Emergency Genset, Electrical Room, Pump Room and elevator machine room.)

• The concrete floor shall be monolithically finished with “Koradur” non-ferrous colored floor hardener in accordance with manufacturer’s specifications for heavy-duty floor of 1.00 lbs.
of “Korudur” per square foot of floor area. Colors to be approved by the Architect.

D. WATERPROOFING OF ALL EXTERIOR WALLS

• Materials

Class B concrete
Thoro-Seal White

• Application

Pour all holes of exterior concrete hollow blocks with class B concrete (coarse, aggregates shall be of such size so that no voids are formed) with Thoro-Seal White of the type recommend by the manufacturer.

E. GUARANTEE

• The Contractor shall guarantee that work specified in this division shall be free from defects of materials and workmanship for period of five (5) years from the date of acceptance.

• The Contractor shall make good all damages or failures resulting from the use of defective materials and poor workmanship.

• The following failures will be considered as defective work.

Leakage
Peeling of waterproofing materials
Delaminating of plies
Air bubbles

• Approved Equal Brand
Other approved equal brands shall be those that are representative by well-established firms to insure the period of guarantee.

HARDWARE

A. SCOPE OF WORK

• Furnish all labor equipment, and other facilities required to complete the installation of hardware as shown on the drawings and hereinafter specified.

• All work included under this division shall be subject to the General Conditions Accompanying these specifications. The Contractor and Sub-Contractor for this portion of the work are required to refer specifically thereto.

• The intent of the specifications is to cover the complete hardware requirements for this building, and any hardware called for in the specifications not shown on the drawings or vice versa shall be furnished the same as if it were shown on the drawings and called for in the specifications. Also any hardware which has been omitted from both drawings and specifications but is evidently necessary for complete building shall be finished the same as if it were shown on the drawings and called for in the specification.

B. GENERAL

• Determine the quality of hardware to be furnished from the drawings and schedules. Provide all complete finish hardware for doors and other movable parts of the building with exception of items specified elsewhere or not included.

• The hardware herein specified are given as a means of describing the type, materials, strength, design, quality, weight, mechanical constructions, operation and requirements to which such hardware shall conform.

• It is the responsibility of the contractor to thoroughly check the drawings and specifications and to furnish all required materials whether specifically mentioned or not.

C. FINISHING

• Hardware finishes specified are in accordance with U.S. Standard finishes flush bolts, push plates, pulls, and knobs and other finishing hardware shall be polished chromium plated over nickel or brass (US 26/625).

D. PROTECTION

• After hardware has been properly fitted exposed items such as door knobs, escutcheons, plates, locks, etc. shall be removed after final coat has been applied. All hardware unless to be painted over, that are not removed after painting shall be properly masked.

E. HARDWARE LOCATION

• Unless otherwise specified locate hardware as follows;
Doorknobs shall be 39” from finished floor level to center knob.
Push plates shall be 50” from finish floor level to center of push plate.
Door pulls shall be 40” from finish floor level to grip center.
Cylinder dead lock shall be 55” from finish floor level to center of lock.

• Butt Hinges : the number of butt hinges to be furnished for each door shall be determined as follows :

For door 5’-0” high less, provide two (2) butts.
For door 5’-0” high less than 7’-0” high provide three (3) butts.
For doors over 7’-0”high unless otherwise required, provide additional one (1) butt for every 2’-0” or fraction thereof.

For metal doors, provide four (4) heavy duty hinges per cash. Butt hinges shall be 8” from top and bottom of door to center of hinges and the rest equally spaced.

F. HARDWARE SCHEDULE

• Refer to schedule on drawings

G. GUARANTEE

• Furnish guarantee to the owner as per requirements of the General Conditions for one year after date of final acceptance of building.

ROOFING WORKS

A. SCOPE OF WORK

• The work under this division shall include all labor equipment; plant and other facilities and the satisfactory performance of all work necessary to complete all the roofing works as shown on the drawings and hereinafter specified.

• All work included under this division shall include all labor equipment, plant and other facilities and the satisfactory performance of all work necessary to complete all the roofing works as shown on the drawings and hereinafter specified.

• All work included under this division shall be subject to the General Conditions accompanying this specifications. The Contractor and Sub-Contractor for this portion of the work are required to refer especially thereto.

B. ROOFING MATERIALS

• All roofing materials including accessories will be supplied by the Contractor.

C. INSTALLATION

• Lay roofing sheets as per manufacturer’s recommendations with overlaps oriented following storm wind direction. Manufacturer’s installation details.

• All roofing works shall be done by experienced tinsmiths known to the Contractor.

• Rat proofing works shall be in accordance with ordinances of the National Building Code and its Implementing Rules.

• All welded and solded connection in the roofing shall be painted by red lead paint then painted to match color of roofing sheets.

D. GUARANTEE

• Furnish guarantee to the owner as per requirements of the general conditions for period of one year after date of final acceptance.

PAINTING

A. SCOPE OF WORK

• Furnish all labor materials, equipment, plans and facilities to complete all painting and varnishing as shown and hereinafter specified.

• The Contractor shall examine the specification for the various other trades and shall thoroughly familiarize himself with the items and surfaces of work to be included.

• All work included under this division shall be subject to the General Conditions accompanying this specifications. The Contractor and Sub-Contractor for this portion of work are required to refer especially thereto.

B. GENERAL

• This work includes interior and exterior painting and finishing of all items as required to produce a finished painting job throughout all of the areas affected by work under this contract, except items which are specifically excluded.

• Complete color scheme for the painting of the building (exterior and interior) shall be furnished by the Architect to the Contractor. Color schemes samples required by these specifications and/or by the Architect shall be submitted by the Contractor for approval at his expense.

• All exposed work shall be protected while the building is being painted. The floor steps and all other surfaces not to be painted shall be well protected during painting by sufficient covers. Any stains, dirt, smear, etc. shall be removed by the Contractor to the satisfaction of the Architect.

C. SURFACES NOT TO BE PAINTED NOR VARNISHED

• Neither paint nor varnish shall be applied on finish like glazed tiles, glass, plastic, brass, bronze, aluminum and other corrosive metal finishes.

D. MATERIALS

• Make and Certificate of Origin and Quality

• All paint materials shall meet the requirements of the Standard Specifications of the Standardization Committee on Suppliers and shall be delivered on the site in the original containers, with label intact and seal unbroken.

• The manufacturer’s certificate of origin and quality shall be submitted to the Architect for inspection and approval before using any of the paint materials herein specified.

• Use materials only as specified by manufacturer’s direction on label of container unless otherwise specified herein.

• Paint materials only as specified by manufacturer’s direction on label of container unless specified herein.

• Paint materials such as linseed oil, shellac, turpentine etc., shall be pure, higher quality and should bear identifying label on container.

• The use of white zinc (lithopone) shall not be allowed.
• Pigment for Tinting

• Tinting color for oil paint shall be color -in-oil, ground in pure linseed oil, and of the highest grade obtainable.

• Colors shall be non-fading.

• Color pigments shall be used to produce the exact shades of paint, which shall conform to the approved color scheme of the finish coat. The first coat shall be white.

E. INSPECTION OF SURFACES

• The Contractor shall inspect all surfaces to be painted and all defects shall be remedied before starting work. Commencing of work by the Contractor indicates his acceptance of the surface.

• No work shall be started unless the Contractor shall have made certain as to the dryness of surfaces. Tests shall be made, in the presence of the Architect or his representative, to verify dryness of surfaces to be painted.

F. PREPARATION OF SURFACE

• All concrete shall be allowed to weather for two months before painting.

• Clean all surfaces to be painted and varnished off loose dirt and dust before painting is started. Do the customary amount of sanding in the Architect’s opinion to produce a surface suitable to receive paint or varnish.

• Inspect all surfaces with regards to their suitability to receive a finishing. In the event that imperfection due to materials of workmanship appear on any surfaces after the application of the paint the cost of any correction shall be borne by the Contractor. Damages to any painted or varnished finish due to carelessness or negligence of others shall be corrected.

• Touch all knots, pitch streaks and soppy spots with shellac or other approved sealer. Putty nail holes cracks, etc. after the first coat with non-shrinking putty of a color to match that of the finish.

• Wash all metal surfaces with benzene, mineral spirits, or detergent to remove any dirt or grease before applying materials. Where rust or scale is present, wire brush or sandpaper cleans before painting. Where shop coats of paint have become marred clean, and touch up with a compound designed for this purpose, or approved acid solution before applying the first coat of paint.

• Prepare masonry surfaces to be painted by removing all dirt, dust, oil and grease stain sand efflorescence. The method of surface preparation shall be left to the discretion of the Contractor provided that the result is satisfactory to the Architect. Masonry surfaces to be painted shall be free from alkali and thoroughly dry before paint is applied.

• Before applying succeeding coats, primers, and undercoats shall be completely integral and performing the function for which they are specified. Properly prepare and touch up all scratches, abrasions, or any other disfigurement and remove any foreign matter before proceeding with the following coat.

• Do not apply final coat on interior work until after others are finished with their work in any given area in normal sequence and all materials and debris removed, and the premises left in satisfactory broom clean condition as approved.

• Remove or protect hardware, hardware accessory plates, lighting, fixtures and similar items placed prior to paintings or remove protection upon completion of each space. Disconnect equipment adjacent to walls where necessary move to permit painting of all wall surfaces, and following completion of painting, replace and reconnect.

• Paint the backsides of access panels, removable or hinged covers and the like.

• All wood shall be sanded lightly with #00 Sandpaper between coats. Paint coats shall be thoroughly dry before sanding.

G. WORKMANSHIP

• All painting and varnish work shall be done in workmanlike manner by skilled house painter and varnisher only.

• All materials shall be evenly applied, so as to form a film of uniform thickness, free from sags, runs, crawls, or other defects. The use of heavy brush (nylon brushes for oil paints) is required. Light brushes shall not be permitted. Paint shall be thoroughly stirred so as to have the pigment evenly in suspension while paint is being applied.

• In general or unless otherwise specified, and/ or instructed by the Architect due to actual conditions on the job, no less than 48 hours time shall elapse between application of succeeding coats. Each of paint shall be allowed to dry thoroughly and inspected for approval before the succeeding coat is applied.

• No oil painting shall be done in damp weather.

• Except where otherwise noted or specified all paints shall be applied in three coats (priming body and finish coats). Each coat shall be roller applied (except as otherwise noted) spread evenly and in full covering body.

• No work shall be done in conditions unsuitable for the production of good results. No painting or varnishing on woodwork shall be done while plastering is in processor is drying.

• Surfaces which cannot be satisfactorily finished on the number of coats specified shall have additional coats or such preparation coats and subsequent coated as many as may required to produced satisfactory finished work without additional cost to the Owner.

• Spray gun application shall be used where indicated in the color schedule.

• All parts of molding and ornaments shall be left clean and true to details.

• All finishes shall be uniform as to sheen color and texture, except when glazing is required.

• The Painting Contractor since he is the last tradesman on the project shall include in his work all final clean up and washing of glass, spots on floors, hardware fixtures, etc.

H. PAINTING SCHEDULE

• The type of paint specified are intended to illustrate the quality and are taken from paint catalogue equivalent materials from manufacturers listed herein, which the Contractor desires to use other than those specified should accompany proposal with such request in writing for approval by the Architect. Give manufacturers name, specific name of each product offered as a substitute. After the award, no substitution of materials for those mentioned in the accepted proposal will be permitted. Other brands of paint and primer are the following: Dutch Boy; Sinclair; Sherwin Williams; Boysen; General Paint and Finch.

Exterior Concrete Walls

Cement Plaster over Concrete give:

• 1 Coat Concrete Primer
• 1 Coat Concrete Sealer
• 1 Coat Latex Flat Paint (Primer)
• 1 Coat Latex Flat Paint (Finishing) Exterior and Interior Work

Metal steel doors, frames, railings, balusters, and grating give:

Coat Primer Paint
Coats Quick Drying Enamel

Apply one generous coat of “Raincheck “water repellant by spraying on all exposed non-painted concrete finish.

Interior work

• Plywood walls (painted) give: (Roller Painted)

1 Coat flat wall enamel washable paint after which putty all over and sand smooth 1 Coat interior Primer Sealer
1 Coat paint (Flat Enamel Paint)
• Plywood ceiling give: (Roller Painted)

1 Coat Flat Enamel Paint
1 Coat Sealer
1 Semigloss Enamel Paint

• Cement plaster and sunblasted finish over concrete and hollow concrete blocks, give:

1 coat interior primer sealer coats Flat Wall enamel washable paints:

I. GUARANTEE

• The Contractor shall guarantee his work for a period of one (1) year from date of the acceptance. Under such guarantee, the Contractor shall make good any defect due to faulty materials or workmanship caused by him by without any additional cost to the Owner for the period specified.

WOOD AND PLASTICS

A. SCOPE OF WORK

• Furnish all materials and equipment and perform labor required to complete wooden framing and related rough carpentry work as indicated in the drawings and/or specified herein.

• Include in the works, nailing strips, scaffoldings, plates, straps, joists, hangers, rods, dowels, rough hardware, fasteners, and other miscellaneous iron and steel items pertinent to rough carpentry work.

B. STORAGE AND PROTECTION

• Stack framing lumber to insure against deformation and maintain proper ventilation.

• Protect Lumber from elements.

• Lumber in contact with concrete masonry shall be coated with two (2) coats of asphalt, applied hot.

• Temporary Protection

Provide and maintain temporary protection of the work as required to safeguard completed or partially completed work during the progress.

Provide all the necessary rough stairs, ladders, runways, for convenient access to all parts of the building until other permanent facilities are in place.

C. SCOPE OF WORK

• Lumber

Moisture content – not to exceed 18 percent

Grade and Trade Mark – required on each piece of lumber. All lumber including scaffoldings, conforming to 63 % stress grade lumber in accordance to the requirements of the National Structural Code of the Philippines, Volume 1, latest edition.

Refer to summary of Materials and Finishes

Substitution of Lumber

Any lumber equally good for the purpose intended may be substituted for kinds specified, provided however, that the substitution be authorized in writing by the Architect.

D. ROUGH HARDWARE AND METAL FASTENERS

• Plates, straps, nails, spikes, bolts, joists, hangers, rods, dowels, fasteners, and miscellaneous iron steel items shall be of sizes and types to rigidly secure member in place.

• Execution

Fit carefully mortise and tenon joists of all framing including tongues and grooves of sheathing. Anchor all frames coming in contact with concrete, unless otherwise specified, by means of 20 D nails, spaced not more than 0.20 m (8”) apart all around the contact surfaces. Plane and dress side of frames that will receive the wallboards or sidings.

Wood nailers shall be in accordance with detail drawings or mentioned herein, nailing strips shall be 1” x 2” at 16 inches on centers both ways. Fasten securely by expansion bolts or other approved device at every (2) feet on center.

Make all exposed nails countersunk. Do scrubbing, metering and joining accurately and neatly to conform to data

MILLWORK

A. SCOPE OF WORK

• Furnish materials and equipment and perform labor required to complete wooden jambs and doors and ceiling panels and related rough carpentry work indicated in the drawings and/or specified herein. Coordinate work with all other trades.

B. STORAGE AND PROTECTION

• Protect millwork against dampness during and after delivery.

• Do not bring in interior finish, including doors into building until plaster thoroughly dry.

C. PRODUCTS

• Lumber

Kiln dried, selected, quarter sawn containing not more than 12 % moisture, free from imperfections impairing its strength, function and appearance with the same shade, color, grain configuration.

Trademark is required in each piece of lumber.

• Plywood

For interior plywood, use class B plywood whose species and thickness conform to schedule and drawings.

• Finish Hardware

D. EXECUTION

• Workmanship

Make all wood finish and millwork true to details clean and sharply defined.

Set panels to allow free movement in case of swelling shrinkage.

Conceal means of fastening various parts together.

E. FINISH

• Mill fabricates and erects interior finish as indicated on the drawings. Machine sand at the mill and hand smooth at the job.

• Separate with ¼ inch stone-cut joints all interior trims set against concrete masonry or wood.

• Make joints tight and in a manner to conceal shrinkage. Secure trim with fine finishing nails, screws, or glue where required.

• Set nails for putty stopping.

• Make window and door trim single length.

• Meter molding at corner, cope at angles.

F. WOOD JAMBS

• Set doorframes plumb and level and brace until built-in.

• Anchor wood frames to masonry with approved metal anchors on each side of jamb. Place top and bottom anchors 8 inches from head to floor.

G. WOOD SHELVING

• Each shelf shall be supported on a continuous wood cleat at walls.

• Secure cleats to masonry walls be expansion bolt or approved fastening device.

H. HARDWARE

• Accurately fit and install all required finish hardware items.

• If surface-applied hardware is fitted and applied before painting, remove all such items, except butts, and reinstall after painting work is completed.

WOOD DOORS

A. SCOPE OF WORK

• Furnish all materials and equipment and perform labor required to complete flush doors / panel doors.

B. SAMPLES

• Submit sample corner sections of wood doors and jamb for approval of the Architect.

C. PROTECTION

• Protect door adequately from scratches, and other stains with heavy building appear

D. PRODUCTS

• Fabricates

Assemble joints and doors with water resistant glue. Keep door under pressure until glue has thoroughly set.

Sand smooth finish doors. Provide with joints and clean cured molding.

Keep faces free from defects or machine marks that will show through the finish.

Flush doors Hollow Core

Provide doors with cross bending/solid section and edging. Make face veneer first quality-selected plywood or lawanit as indicated in the drawings or as specified herein.

E. EXECUTION

• Installation

Cut, trim and fit each door to each frame and hardware accurately.

Give allowance for painter’s finish and possible swelling or shrinkage.

Provide not more than 1/8-inch clearance at lock end hanging styles and not more than ¼ inch at bottom.

Round all corners to 1/16-inch radius. Level slight lock and rail edge.

All doors shall operate freely and all hardware shall be properly adjusted and functioning.

GLASS JALOUSIE / STEEL WINDOWS AND FRAMES

A. SCOPE OF WORK

• Unless otherwise specified, the Contractor or his Sub-Contractor shall furnish all materials, tools, equipment apparatus, transportation, labor, supervision, management, and incidentals necessary and required for the completion and satisfactory performance of work in strict accordance with this section of the specification and the applicable drawings, subject to the terms and conditions of the Contractor.

B. SHOP DRAWINGS AND SAMPLES

• The Contractor shall before proceeding with the manufacture/assembly glass jalousie/steel windows prepare and submit complete manufacturing and installation drawings in full size and in triplicate, together with samples of member, section and hardware to be used for the approval of the Architect. Windows to be manufactured shall conform to the approved drawings and samples.

• Submit shop drawings of metal windows for approval. The drawings shall show complete details of construction, anchorage and samples.

• Guarantee

All steel works shall be guaranteed for one year from final acceptance of the Owner and the Architect.

C. PRODUCTS

• All members shall be hot-rolled new billet steel with frame and ventilator section not less than 25mm deep from front to back. Frame members to be of equally designed section only at points where called for by the detail drawings and continuous angle pins, as indicated on drawings shall be furnished. For frame at sills, zee type section of special design. With offset permitting downtrend left of the vent member to set flush when vent is in a fully closed position shall be used. Ventilator member shall have integral weathering baffles providing double flat weathering contacts of not less than 6mm width on all four sides of the vent. Muntin shall be 22mm x 25mm rolled to a section.

D. EXECUTION

• Construction

• Corners of vent shall be metered, electrically butt-welded and ground smooth. Corners of frame and all other window, joints and intersection of muntin with frame and vent members shall be coped and electrically welded. Muntin bars except where ventilators are to be continuous from head to sill and from jamb to jamb. Muntin cross joints shall be rigidly and neatly interlocked with faces flushed. Frame section and vent sills shall have weep-holes to provide drainage. Continuous weather drips shall be provided where required at the heads for side hinges ventilators or door. Windows and doors shall be designed for glazing from the outside with wire glazing clips and steel casement putty. All units shall be prepared for and supplied with necessary standard hardware, and for screen plans or drawings.
• Mullions

Rolled-steel T–bars, pipes, plate or other formed section or a combination of the as shown on drawings shall be furnished where two or more window units are installed in the same opening.

• Installation

No window unit shall be allowed, in any case, to be installed in place in the formwork previous to pouring concrete. Instead, grooves for grouting shall be caused to be formed along the side and heads of wall openings as indicated on detail.

Windows shall be erected and prepared openings by experienced window erection men. They be set plumb and true securely wedged and anchored as shown on detailed drawings and held in alignment during construction. All contacts between window and door wall units and adjacent steel including mullions shall be tightly sealed or bedded in mastic or approved sealing compound applied by the Contractor Ventilators shall be carefully adjusted before glazing.

Standard anchors, clips, and mullions, bolts or screws shall be provided by the window manufacturer provided suitable sinkages and frames for all mortised or counter-sunk hardware and insert steel reinforcement drilled and tapped for attaching all hardware. Frames in masonry shall have steel adjustable anchors for each jamb, spaced approximately 0.60m on center. Provide special anchors for securing to concrete as detailed.
Steel Doorframes or jambs formed to details shown with rebates to receive the doors. Make allowance of not more than 3mm clearance for doors. Neatly form all returns and edge. Frames shall be smooth and free from warp and buckle, the finish work shall be strong and rigid, neat in appearance and free from corners, and shall be reinforced and may be metered, their full length welded length and dressed of flush on the exposed surface. Meters shall be well formed and in true alignment. Set frames properly and braced against displacement during construction operation. During masonry work, grout the jambs solidly with masonry mortar. Protect all metal frames during construction.

• Field Painting

Prior to or immediately after steel windows has been erected and before glazing, one coat of oil-based metal protective paint shall applied. A second coat shall be applied after putty has dried and set, not sooner than 3 weeks after glazing.

• Glass and Glazing

Windows shall be glazed from the outside, using steel grade sash compound. Glass panels shall be bed-putted secured in place by copper-covered spring wire glazing clips furnished by the door manufacturer, and then face-puttees to a neat trim line. Glass shall be 6mm thick, clear, American or European made, unless other thickness is indicated on the drawings or as specified in the Schedule of Windows.

CEMENT FINISHES

A. SCOPE OF WORK

• Furnish materials and equipment and perform labor required to complete all plain cement, plaster finish.

• Samples

Submit test panels for Architect’s approval before execution of the work.

B. EXECUTION

• Plain cement plaster finish

Provide all walls indicated with three coats of cement plasters (scratch coat, brown coat, finish coat). Mix each coat in the proportion of 1 part Portland Cement to Three parts sand by volume.

Apply the scratch coat with sufficient materials and pressure to insure a good bond and then scratch to a rough surface. Provide a thickness of 3/8-inch scratch coat.

Apply brown coat one day after applying scratch coat, with a thickness of 3/8 inch and level to a flat even surface. When stiff enough, trowel with a wooden float and cross hatch or broom lightly and evenly to secure a good mechanical bond for the finish coat. Wet the surface and keep from drying out for at least three days.

Apply finish coat seven days after the application of brown coat. Provide thickness of 1/8 inch. Keep the finish coat damp but not saturated for a period of seven days.

CERAMIC TILEWORK

A. SCOPE OF WORK

• Furnish materials equipment and perform labor required to complete all types of tile works.

• Samples

• Submit samples of floor and wall tiles including all required beads and moldings.

B. EXECUTION

• Application of scratch coat.

Thoroughly dampen but not saturated, surfaces of masonry or concrete walls before applying the scratch coat. Make surface areas appear slightly damp. Allow no free water on the surface.

On masonry, first apply a thin coat with pressure, then bring it out sufficient to compensate for the major irregularities on the masonry surfaces to a thickness of not less than ¼ inch at any point.

Evenly rake scratch coats, but not dash coats, to provide good mechanical key for subsequent coats before the mortar applied by dashing until it has hardened.

On surfaces not sufficiently rough to provide good mechanical key, dash on the first coat with whisk brown or otherwise disturb mortar applied by dashing until it has hardened.

• Floor Tile Installation on Mortar Bed

Before spreading the setting bed, establish lines of borders and center the field work in the both directions to permit the pattern to be laid with a minimum of cut tiles.

Clean concrete sub-floor then moistens but not soaked. Afterwards, sprinkle dry cement over the surface and spread the mortar on the setting bed.

Mix mortar and one part Portland Cement to three parts sand. Tamp to assure good cover the entire area and screened to provide a smooth and level bed at proper height and slope.

Pitch floor to drains as required.

After setting bed has set sufficiently to be worked over, sprinkle dry cement over the surface and lay tile.

Keep tile joints parallel and straight over the entire area by using straight edge.

Tamp the tiles solidly onto the bed using wood blocks of size to ensure solid bedding free from depressions.

Lay tiles from centerlines outward and make adjustment at walls.

• Wall the installation on mortar bed.

Before application of mortar bed, dampen the surface of the scratch coat evenly to obtain uniform suction.

Use temporary or spot grounds to control the thickness of the mortar bed. Fill out the mortar bed even with grounds and rod it to a true plane.

Apply the mortar bed over an area no greater than can be covered with tile while the coat is still plastic.
Allow no single application of mortar to be ¼ inch thick.

Completely immerse wall tiles in clean water and soak of at least ½ hour. After removal, stack tiles on edge long enough to drain off excess water. Re-soak and drain individual tiles that dry along edges.

Apply a bond coat 1/32 – 1/16 inches which to the plastic setting bed or to the back of each sheet or tile.

Press tiles firmly into the bed and beat into place within one hour.

Lay tile fields in rectangular block areas not exceeding 25 by 25 inches.

• Grouting

After tile has sufficiently set, force a maximum of grout into joints by trowel, brush or finger application
.
Before grout sets, strike or tool the joints of cushion-edgetile to the depth of the cushion

Fill all joints of square-edged tile flush with the surface of the tile. Fill all gaps and slips.

During grouting, clean all excess grout off with clean burdock, cloth or sponge.

• Cleaning

Sponge and wash tile thoroughly with clean water after the grout had stiffened. Then clean by rubbing with damp cloth or sponge and polish

Clean with dry cloth.

RESILIENT TILE FLOORING

A. SCOPE OF WORK

• Summary

The General Conditions apply to all work under this section of the specification.

• Unless otherwise specified, the Contractor shall furnish all materials, tool, equipment, apparatus, appliances, transportation, labor, supervision, management and incidentals necessary and required for the completion and satisfactory performance of work in strict accordance with this section of the Specifications and the applicable drawings, subject to terms and conditions of the Contractor.

B. PRODUCTS

• Vinyl Tiles

Details and color schemes to be determined by Architect.

• Tile Adhesive

As manufacturer’s specifications.

• Floor Divider Strips

Heavy top strips, brass ¼ inch top thickness with an offset or projection below the top of the strip and extending it from one side.

C. EXECUTION

• Preparation of surface

Clean the floor thoroughly of all dirt, grease, paint drops, etc. leaving a surface suitable for the installation of the vinyl tile the resulting concrete surface therefore, shall be smooth, even thoroughly dry and clean, before a layer of the manufacturer’s adhesive is laid to receive the tile in accordance with the manufacturer’s primer.
If the Engineer so requires, because of the concrete surface conditions, the manufacturer’s primer shall prime the concrete surface.

• Laying Vinyl Tile Workmanship

The Vinyl Tiles shall be laid according to details and color scheme approved by the consulting Architect and shall be carefully matched and the seams cut. All seams and edges shall be cemented carefully smug fit with the manufacturer’s adhesive for the purpose. The surface of the finish floor shall be left smooth, clean and in first class condition.

Only experienced men shall be employed in this work.

All borders shall follow the line of the permanent fixtures and the width of the border may vary to allow for variations in the dimensions of rooms, size of tiles and design selected. The tiles shall but against the base floor level. Approved metal moldings shall be provided at door openings and such points where so required.
Do not begin work until work of other trades including painting has been completed.

• Floor divider metal

Floor divider strips (heavy top strip), ¼ inch thickness with an offset or projection below the top of the strip and extending from it on one side, shall be laid straight and true between Vinyl Tile flooring and other floor finishes like cement, terrazzo, granolithic, tile, etc. This projection provides a bearing surface for a vinyl tile and brass strips to the flush. Where jointing occur at door openings, strips shall be set directly under center of doors.

• Cleaning, Waxing, and Polishing

At completion of the work, the Contractor shall clean all Vinyl Tile works, remove all cement dirt or other foreign substances.

Apply two coats of water emulsion wax and polish each coat to produce a well-polished finish.

Do not permit traffic on finished floors unless they are protected with heavy papers.

• Adjustments

The installation shall be thoroughly inspected and all necessary adjustment shall be made within one-month time.

Tiles that have not “seated” in level glance with surrounding tiles shall have heat applied locally or quickly rolled to surrounding floor tile level. Repair tile showing minor fracture, shall have heat locally applied and then quickly rolled.

Tiles showing broken corners or fracture line entirely across their surface shall be warmed and then removed. Substitute new tile of same color and thickness.

WROUGHT IRON GRILLES

A. SCOPE OF WORK

• Furnish all labor materials, equipment, plant and other facilities necessary for fabrication, delivery and installation of all security grill work shown on drawings and as herein specified.

• All work under this division shall be subject to the General Conditions accompanying these specifications. The Contractor and the Sub-Contractor for this portion of the work is required to refer thereto.

B. GENERAL

• The Contractor shall furnish and installs all wrought iron grillwork indicated on the drawings or specified herein.

C. FABRICATION

• All work is to be first quality, by experienced craftsman and fabricated in a shop capable of producing the higher grade of metal work and whose principal business is the manufacturer of architectural metals.

• All joints and splices shall be electrically welded and ground smooth.

• Before delivery to the job site, all wrought iron grille work shall be shop painted with a coat of rust inhibitive primer such as red lead.

• All seams shall be ground smooth.

D. INSTALLATION

• All work shall rigidly install in a first class manner done by experienced mechanics.

E. GUARANTEE

• Furnish guarantee to Owner per requirements of the General Conditions for period of one year after date of final acceptance of building.

SPECIFICATIONS FOR STRUCTURAL WORKS

Working Drawings

• This “General Notes & Specifications for Structural Works” shall form a part of the Structural Plans.
• In the interpretation of these structural plans, indicated dimensions shall govern and distances or sizes shall not be scaled for construction purposes.
• In cases of conflict in details or dimensions between the Architectural and Structural Plans, refer to the Engineer or his authorized representative for final decision.
• In cases of conflict between the Structural Plans and the General Notes and Specifications, the Plans shall govern.

A. DESIGN LOADS

• Dead Loads

The design loads unless otherwise specified in the structural plans are as follows:

Concrete 150 pcf Partitions (As reflected on plan) 20 psf (minimum)
Concrete Topping 25 psf
Ceiling Utilities/Mechanical/Electrical/ Plumbing 5 psf

The Architect and building contractor shall get the approval of the Structural Engineer for any loading different from exceeding these loads.

The Concrete Hollow Block partition and R.C. walls as indicated in the structural plans. Additional CHB and R.C. walls shall be subject to the approval of the Structural Engineer.

• Live Loads

The design live loads unless otherwise specified in the plans are 50 psf:

Classrooms 40 psf
Corridor / Stair 100 psf
Roof 20 psf

These design live loads shall never be exceeded at any time during the life of the structure without the written consent of the Structural engineer.

It shall be the responsibility of the Owner of the building to get the approval of the Structural Engineer of any live load that will be imposed on any area of the building different from and or exceeding the design live loads specified herein.

No portion of the building shall be used as temporary storage of construction materials in excess of the design live loads with the consent of the Structural Engineer.

• Earthquake Loads

The design earthquake loads are as per the provision of the “Uniform Building Code (USA)
1994 Edition” for Earthquake Zone 4. These loads are assumed to be statically applied to the structure.

• Wind Loads

The design wind loads are as per the provision of the “National Structural Code for Building (PHIL) 2001”

• Equipment Loading

Equipment not indicated in the plans shall be not installed without the approval of the Structural Engineer.

The manufacturer shall submit equipment data specifying the weight, and its reaction at the base, and its vibration characteristics.

B. REINFORCED CONCRETE CONSTRUCTION

• Cement shall conform to Portland Cement ASTM C150.

• Concrete aggregates shall conform to ASTM C33 except the aggregates failing to meet these specifications but which have produced concrete of adequate strength and durability may be used to the approval of the Structural Engineer.

• Water used in mixing concrete shall be clean and free from injurious amounts of oil, acids, alkalis, salts, organic material or other substances deleterious to concrete or steel. In addition, the mixing water for pre-stressed concrete shall not contain deleterious amounts of chloride ion.

• Reinforcing bars shall conform to ASTM A615.

• Admixtures to be used in concrete shall be subject to prior approval by the Structural Engineer.

• Cement and aggregates shall be stored in such a manner as to prevent their deterioration or the intrusion of foreign matter.

Concrete cylinder samples for strength tests of each glass of concrete shall be taken not less than twice a day nor less than once for each 50 cum. of concrete or for each 490 sq.m. of surface area place. The cylinder samples for strength tests shall be taken cured and tested in accordance with ASTM C172, ASTM C31, and ASTM C39.
• Acceptance of Concrete

Concrete poured will be considered satisfactory if the average of all sets of these consecutive strength test falls below the required fc’ and not individual strength test falls below the required fc’ by more than 500 psi.

• Core tests and load tests

If individual tests of laboratory cured cylinder samples produced strength more than 500 psi below fc’ core test and or load tests may be resorted subject to the approval by the Structural Engineer.

• Mixing of Concrete

All concrete shall be mixed until there is a uniform distribution of the materials and shall be discharged completely before the mixer is recharged.

• Conveying of Concrete

Concrete shall be conveyed from the mixer to the place of final deposit by methods that will prevent the separation or loss of materials.

• Depositing of Concrete

Concrete shall be deposited as nearly as practicable in its final position to avoid segregation due to re handling or flowing.

• Curing

Concrete shall be maintained in a moist condition for at least 7 days after placing. Wet burlap may be laid over the slab constantly applied with water.

C. CONCRETE MIXES

Unless otherwise indicated in the drawings, the minimum 28-day cylinder compressive strength shall be as follows:

a) Foundation —————————————— fc’ = 3000 psi
b) Columns —————————————— fc’ = 3000 psi
c) Slab on Fill —————————————— fc’ = 3000 psi
d) Suspended beam & Slab ———————— fc’ = 3000 psi
e) All others ——————————————— fc’ = 2000 psi

D. FOOTINGS

• Assumed allowable soil bearing capacity, in the absence of soil investigation report, is 2000 psf. The Contractor shall verify actual soil condition at site.

• Existing underground pipes, tunnels, etc., shall be brought to the attention of the Structural Engineer for evaluation.

• An excavation adjacent to an existing structure shall be provided with adequate sheet piling by the Contractor. The sheet piles shall be properly designed to resist earth and water pressure as well as surcharge loading on the footings of the adjacent existing structures.

• Unless otherwise detailed in the plans CHB wall footing shall be as per figures on Sheet SS-1.

• RC Slab on fill other than pressure slab @ basement shall be .125m thick with 10-mm bars at 0.30 m.o.c. each way unless otherwise indicated in the plans.
• All earth fill supporting ground slabs for flooring, parking, sidewalk, etc., shall be compacted to 90% proctor in layers of 0.30m. Unless otherwise specified by the Structural Engineer.

E. REINFORCED CONCRETE BEAMS

• Unless otherwise noted in the plans or specifications camber all RC beams at least 6 mm
(1/4”) for every 4500mm (15’) of clear span except cantilevers which shall be 19mm (3/4”) for every 3000 mm (10’) of clear span.

• If there are two or more layers of reinforcing bars, use 25-mm separators spaced at 0.90
m.o.c. In no case shall there be less than two separators between layers of bars.

• If beam reinforcing bars end in a wall, the clear distance for the bar to the farther face of the wall shall be not less than 5 bar diameters. The reinforcing bar shall terminate on a standard 90 degrees hook.

• Beam reinforcing bars supporting slab reinforcement shall be 25 mm from the bottom of the finish.

• When a beam crosses a girder, rest beam bars on top of the girder bars. At column intersection girder bars shall be on top of beam bars.

• Lengths of bar cut off and bar clearances shall be as specified in Sheet S-1.

• Top bar splices shall be located at mid-span and bottom bar splices at column supports. Unless otherwise indicated in the plans splice lengths shall follow those given for development length as per figure on Sheet S-1.

F. REINFORCED CONCRETE SLABS

• Unless otherwise noted in plans or specifications, camber all R.C. slabs 3mm (1/8”) per 3000 mm (10’) of shorter span.

• If slabs are reinforced both ways, bar along the shorter span shall be placed below those along the long span at the center and over the longer span bars near the supports.

• Lengths of bar cut off shall be as specified in Sheet SS-1.

• Concrete covering shall be 18 mm for top and bottom bars.

• Unless otherwise specified by the Engineer, bar chairs shall be provided at least 600 mm.
each way to support top and bottom bars separately.

G. REINFORCED CONCRETE COLUMNS

• Unless otherwise indicated, the column pedestal embedded in the ground shall be 50 mm.
larger than the column as per plan at the basement floor level, or ground floor level if there is no basement.

• Construction joints in columns shall be located at the top of the pedestal (basement floor line, or ground floor line if there is no basement) or at least a distance above the floor equal to the maximum dimension of the column or 1/6 story height.

• All ties shall be fastened to column vertical reinforcement by means of wires at all intersection portions of ties and columns rebar.

• Not more than one-half (1/2) of the total number of bars shall be spliced at the same level. The lap be 1.3 ld of the bar development length. Splices shall be staggered at a distance of at least 40 bar diameters.

• Column bar splice lengths shall follow those tabulated for development on Sheet SS-1.

• Lap welded splice maybe used ion lieu of the above. The capacity of the weld provided shall be 125% larger than the tensile capacity of the bigger bar being spliced. No buttwelded splices are allowed unless otherwise permitted by the Structural Engineer.

• Confinement ties shall be provided on all columns at beam column intersections as shown in S-1.

H. REINFORCED CONCRETE WALLS

• Unless otherwise indicated in the plans, the R.C. wall horizontal bars shall be inside the vertical bars – (retaining wall).

• Reinforcing bars shall have at least 30mm concrete clearance except in 100-mm wall or less where they shall be at the center.

• Carry vertical bar 600 mm above floor level to provided for splices when necessary. Elsewhere stop at 50 mm. below the top of the slab, the bar shall terminate on a standard 90-degree hook.

• Horizontal and vertical bars conforming to ASTM A615 shall have a minimum splice lapping and wired with No. 16 G.I. wire provided that splices in adjacent bars are staggered at least 1.50 m.o.c. Not more than one-half (1/2) of the total number of bars shall be spliced at the same line. Splices shall be staggered a distance of at least 40 bar diameters.

• All opening on walls or slabs less than 300mm thick shall be reinforced as per Figure on Sheet SS-1.

• At wall intersections and corners, the anchorage length provided shall be as shown on Figure on SS-1.

I. C.H.B. WALLS

• Unless otherwise specified, the vertical and horizontal reinforcements for CHB shall be as indicated in the standard details.

• Lintel beams to be used shall be (t x 0.20m.) reinforced by 4-12 mm bars with 10 mm at 300 mm o.c. ties where “t” is the CHB wall thickness.

• Lintel beam shall be provided at top of CHB wall openings. It shall extend at least 200mm beyond the openings.

• For high walls, lintel beams shall be provided at 3000mm o.c.

• For long walls, stiffener columns shall be provided at 3000mm o.c.

• Where CHB walls adjoin R.C. Columns and beams, provide dowels on R.C. column and beams prior to pouring to match CHB wall reinforcement. The dowels shall be 12mm bars at 600 mm. o.c.

• Where columns and beams have been poured without the CHB wall dowels, provided ½” dia bolts at 400mm o.c. These anchors shall be drilled and grouted w/ conc. Epoxy. No chipping off of concrete columns and beams is allowed unless permitted by the Engineer.

J. STRUCTURAL TOLERANCES

Unless otherwise specified by the Engineer, the following are the acceptable structural tolerances for cast-in-place concrete construction. All dimensions, which are not within the required tolerances, shall be corrected prior to pouring of concrete. Tolerances for pre-cast concrete construction shall be ½ of the values given below:

a) Cross sectional dimensions and location of reinforcement, pre-stressing steel and pre-stressing steel ducts.

Dimensions less than 200 mm – + 6mm
200mm to 600 mm – + 9mm
Over 600mm – +12mm

b) Member lengths or height – 6mm per 3.0 meters
(Max. limitation = 12mm)

c) Deviation from straight line – 6mm per 3.0 meters
(Sweep and or plumpness)

d) Locations of bar cut-off or bonds – +50mm

K. CONCRETE PROTECTIONS FOR REINFORCEMENT

The following minimum concrete cover shall be provided for reinforcing bars. For bar bundles, the minimum cover shall equal the equivalent diameter of the bundled bars needed but not be more than 2 inches on the tabulated minimum whichever is greater.

• Cast-in-place concrete (pre-stressed concrete construction)

a) Cast against and permanently
Exposed to earth 75 mm

b) Exposed to earth or weather
20mm dia. and larger 50 mm

c) Not exposed to weather or in contact with ground, Slabs walls and joints.

36 mm dia. and smaller 19mm
No. 14 and No. 18 38mm
Beams, girders and columns
Principal reinforcements, ties
Stirrups or spirals 38mm

L. REINFORCING BARS

• All reinforcing bars shall be deformed conforming to ASTM A615-68 unless otherwise noted in the plans the minimum yield strength of the reinforcing bars to be used corresponding to the structural member shall be as enumerated below:

a) fy = 33,000 psi for 12mm & smaller sizes
b) fy = 40,000 psi for 16mm & larger sizes

• Splice and anchorage lengths requirements follow those set for development length (ld) as shown in SS-1 unless otherwise indicated in the plans or approved by the Structural Engineer.

• Equivalent metric size bars when used shall be as per tabulations below:
No. 3 10mm
No. 4 12mm
No. 5 16mm
No. 6 20mm
No. 8 25mm
No. 9 28mm
No. 10 32mm
No. 11 36mm
M. STANDARD HOOK

• A standard hook for rebars if required shall be either of the following:

A semicircular turn plus an extension of at least 4-bar diameter but not less than 62mm at the free end of the bar.

A 90-degree turn plus an extension of at least 12 bars diameter at the free end of the bar.

• Minimum diameter of bend measured on the inside of the bar shall be as follows :

10mm to 25mm – 6 bar diameter
28mm to 36mm – 8 bar diameter
No.14 to 18 – 10 bar diameter

N. WELDED SPLICES

• Lap welded splices when used shall develop a resistance equal to at least 125 percent of the tensile capacity of the bar being spliced.

• Butt-welded splice when used shall be considered 75% efficient. The remaining 50% capacity to develop 125 percent of the tensile capacity of the bar shall be provided for by an additional welded lap splice connection on the same joint.

• The Contractor for approval shall submit details of all welded splices by the Structural Engineer.

• Only certified welders shall be allowed to perform welding operations. These welders shall be subject to the approval of the Work Engineers.

• Testing of welds shall be by X-ray Method (non-destructive tests) unless otherwise directed by the Structural Engineer.

• Connection of crossing bars by track welding is not permitted.

PLUMBING WORKS

A. GENERAL

• Scope of Work

The work to be undertaken in this Division shall consist of the furnishing of all materials, labor, tools, equipment and other facilities and equipment and the satisfactory performance of all work necessary of complete installation, testing and operation of the plumbing system in accordance with the applicable consisting of, but not necessarily limited to the following
:
Water distribution and supply pipes to equipment and plumbing fixtures.

Install storm drainage system which include canopy drain, roof downspout, junction boxes and connection to storm drain or to open channel or to on the low ground.

Provide oil, waste and vent pipes system and connection to septic tank and connection of outlet waste line to nearest existing storm drain.

Install plumbing fixtures, fittings, trims and accessories for the toilets.

Leakage tests of water supplies, sanitary and storm drainage system.

Pressure test of newly installed water system.

Disinfecting of water distribution system.
Submit certificate of test on installed equipment and piping system.

Secure all permits and licenses as required.

Prepare and submit reproducible Final As-built plans and (4) set of white prints signed and sealed by Registered Sanitary Engineer or Master Plumber.

Furnish a written one-year warranty on the plumbing and equipment installation.

Investigate and coordinate with other trades of all possible conflicts of plumbing works with others.

• Coordinate With Other Trades

The Contractor is required to refer to the General Conditions and to all architectural, structural, electrical and mechanical plans and specifications and shall investigate all possible interference and conditions affecting this work.

• Responsibility

The contractor and all persons or Companies providing or both for this project are specially referred to the General Conditions of the Specifications and the various other contract documents, which may affect the completion of any work of the other trades. In the absence of complete agreement among the Sub-contractors of the General Contractor (Authorized by the Owner), supply dealers, or others affected by the construction, the General Contractor is to be held responsible for the Coordination and completion of all the works.

• Drawings and Specification

The General Drawings and these Specifications are complementary to each other and any labor or materials whether called for or both if necessary for the successful operation of any particular type of fixtures or equipment specified under this contract shall be furnished and installed without additional cost to the Owner.

• Intent

It is not intended that the drawings shall show every pipe, fitting, valve and appliance. All such items, whether specifically mentioned or not, or indicated on drawings, shall be furnished and installed necessary to complete the system in accordance with the best practice of the plumbing trade and to the satisfaction of the Owner/Architect.

• Permits and Inspection

The Contractor shall obtain and pay for all permits bonds and inspection fees and shall be responsible for all penalties incurred by himself or his agents.

• Workmanship

All works shall be performed in first class and neat workmanship by plumbers and their work shall be satisfactory to the Architect and to the Owner.

• Code to be followed

All plumbing work to be done shall be in accordance with the National Plumbing Code of the Philippines and with the requirements of all applicable laws of the Republic and all local codes and ordinances.

B. MATERIALS

• Approved Materials

Within 30 days after the award of contract, the Contractor shall submit for the Owner’s Representative approval, four (4) copies of all equipment and materials he proposes to use under this contract.

After written approval of the above list, and before purchase of any equipment or material, the Contractor shall submit for approval four (4) complete sets of detailed information consisting of manufacturer’s bulletins, shop drawings and part list of equipment and the materials to be provided under this contract.

The Contractor shall assume the cost of and the entire responsibility for any change in the work as shown on the Contract, which maybe occasioned by approval of materials other than specified.

• Standard for Materials

All materials shall conform to the standard listed below:
Centrifugal cast iron pipe – ANSI A21.6
Cast iron soil pipe fitting – ANSI A21.6
Black Iron Pipe – ASTM a 53 Standard, Schedule 40
Malleable Iron Fittings – ASTM A – 338
PVC pipe and fittings – ASTM – D 1784, CS 256 for water
Pressure pipes, sanitary II, Series 1000 for waste and vent pipes.
Union patent (malleable iron, for ferrous pipes): U.S. Federal Specifications WW U – 531. Type B Zinc – coated.
Non-reinforced concrete sewer, storm drain and culvert pipe – ASTM C–14-82
Galvanized Iron Pipe – ASTM A – 53, Schedule 40
Reinforced concrete culvert, storm drain and sewer pipe – ASTM C 76-84
Cement – ASTM C150 – 86 Type I
Deformed reinforcement bar – ASTM A496

• Alternate Materials

Use of any materials, device, fixtures and appurtenances not specified in these specifications maybe allowed, provided that such alternate item has been approved in writing by the Owner’s Representative and Contractors claim for its suitability. The cost for testing shall be paid for by the Contractor.

Test shall be done by any agency approved by the Owner’s Representative and in accordance with generally accepted standards. In the absence of such standards, the Owner’s Representative may specify the test procedure.

To any substitution, all health and safety requirements shall be observed.

The Contractor shall, together with his bid, submit a list of materials which he intends to use in list of the materials specified in the contract documents which he believes he cannot supply and stating the reason for the substitution. Material shown in this list shall be installed as specified and no further request for substitution shall be made except when he can show a valid reason.

Request for substitution shall be accompanied by:

• Reason for substitution;
• Certificate of test indicating quality of substitute materials; • Cost comparison with materials originally specified.

• Identification of materials

Each length pipe, each fitting, trap, fixture and device used in the plumbing and piping system shall be cast, stamped or indelibly marked on name, the weight, the type, the class of product when as required but the standard mentioned in the Sub-section 2.2 mentioned above.
All plumbing fixtures and materials installed without the above trade marks shall be removed and replaced with properly marked fixtures and fittings without any extra cost to the Owner.

• Materials schedule

PIPE AND FITTINGS MATERIALS

ITEMS GIP Sch. 40 Standard PVC Sanitary II Series 1000 Cast Iron
Pipe (CIP) CU Type L
A. Plumbing X (indoor)
1. Cold water supply
2. Hot water supply X
3.Outdoor Sanitary Sewer system X
4. Indoor House drain System X
5. Downspout X
6. Soil, waste (Sch.20)
7. Vent X

Legend:
GI – Galvanized Iron Pipe
PVCP – Polyvinyl Chloride Pipe
CIP – Cast Iron Pipe
Cu Type L – Copper Pipe

• Notes:

Where uneven settlement at pipe joints is likely to occur, use Gilbault joint or the other suitable flexible fittings.

GI pipe when buried underground shall be given corrosion protection (painted with coal tar enamel and wrapped with non-water absorbent and painted again with coal tar enamel and wrapped with non water absorbent felt).

Gate Valves and Check Valves

Of Valves Disc Stem Body Connection Standards Remarks
75 mm (3”) and Larger check
Valves,10.5 kgs/cm2
(150 psi)
Swing Disc – Iron with
Bronze
Trim Flanged AWWA
c.500-71
63mm (2-1/2”) and sma- ller check valves, 10.5 kgs/sq.cm. (150psi) Working pressure. Lift Disc – All Bronze Female Threaded Federal WW-V-58
75mm (3”) and larger
Gate valves exposed 10.5 kg/sq.cm.(150psi) working pressure. – Rising Iron with
Bronze
Trim Flanged
AWWA
c.500-71
63mm (2-1/2”) and smaller gate valves 10.5kg/sq.cm. (150psi) working pressure. – OS&Y All Bronze Federal
Female
Threaded Specs
WW-V-58
75mm (3”) and larger gate valves 10.5 kgs/sq.cm
(150 psi) working pressure. – – IBBM AWWA – For use with pumping install.

• Notes:

Swing Check valves 75mm and larger shall be provided with spring or weighty load control attached to flap disc axle.

When valves are placed or located in a box or compartment the valve stem shall be nonrising but provided with VALVE OPEN and CLOSE indicator attached to stem.

Hose Bibbs

Hose bibb shall be size 13mm (1/2”) male and 19mm (3/4”) hose thread, bronze body conforming to ASTM Specification B62 suitable for cold water pressure up to 10.5 kg/cm (150psi), equal or similar to No. 58 Chicago hose valve screwed connections, with rubber composition disc, American Standard Taper Pipe Thread on the inlet and standard hose thread on male outlet.

Pipe Hangers

• Horizontal Runs:
• Adjustable mild steel or malleable iron pipe hangers • Vertical Runs:
• Mild steel clamp or collars
• Hangers for water and vent pipes:
• For 63mm (2-1/2”) and larger: Band Type 6.285mm x 32.5 mm (¼” x 1¼”) flat mild steel black iron with round iron rod with plates and knots. • For 50mm (2”) and smaller: Split Ring Type with 9.4mm (3/8”) iron rods with inserts, plates and knots, toggle bolt clamps expansion shield.

Jointing

• Cold Water Lines:
• Flanged Joints Gasket “Garlock” of equal Screwed Joints: U.S. • Federal Specification GG – P –251.
• Sanitary Drainage Lines: Lead and oakum CISP, PVC cement or • Rubber ring for PVC.
• Storm Drainage Lines:
• Cement mortar for concrete drain pipes, PVC cement for PVC pipes.
• Dissimilar Pipes: Adapter fittings shall be used.

Drains

• Similar or equal to “ASA” Model No.- 40B, with Type 125mm • Strainer or approved equal.
• Floor drains (at toilets/baths): “ASA” Model No. – 40B, with Type 125mm strainer or approved equal.
• Balcony drains: ASA No. 40 – 9A
• Roof Drains: ASA No.10 – 8.2

Outdoor Pipe Lines, Appurtenances

• Sewer Junction Boxes
• -2000 psi reinforced concrete with pre-cast R.C. cover provided 2 recessed steel lifting eyes.
• Area- Drain Catch Basin – 2000 psi R.C. with cast iron grating cover. • Storm Drain Junction Boxes – 2000 psi R.C. cover provided 2 • Recessed lifting eyes.
• Sewer Pipe Concrete Encasement – 3000psi R.C.

Float Valve

• Shall be hydraulically operated, pilot controlled diaphragm actuated, single seated with disc. Valve shall open wide when float is at low water level and close drip type when float is high level. Class 125 Cast Iron body with bronze trim.

Testing of Materials

Samples of various types and kinds of materials shall be approved by the
Owner’s Representative before any work is started. During the progress of work, a sufficient number of samples to ascertain the quality, maybe tested and the cost of such samples shall be included in the price bid by the Contractor. Results of test shall be submitted to the architect for evaluation at least working days before materials is due for installation the job.

C. INSTALLATION

• General

Cutting and repairing

The work shall be laid out in advance and any cutting of construction shall be done with the written permission of the Owner’s Representative or his authorized representative. Roughing in for pipes and fixtures shall be carried out along with the construction of the building of structure. Openings shall be left in walls and floors of proper sizes correctly located for the pipes but the contractor shall do any additional cutting needed in case of error or omission and shall properly replace any concrete work or flashing around the pipes as maybe required without additional cost to the Owner.

All items to be embedded in concrete shall be thoroughly cleaned free from all rust, scale and paint.

Protection

The Plumbing Contractor shall protect all his work and materials from loss, injury or defacement. Protection of fixtures and materials shall be provided by boards, papers and or cloth as required as required, and any loss, damage or deface materials shall be replaced by the Plumbing Contractor at his own expense.

Installation

The work throughout shall be executed in accordance with the best practice of the trade and in the best and true manner under the direction of the licensed Sanitary Engineer or Master Plumber and to the satisfaction of the Owner’s Representative who will interpret the intent of the contract drawings and specifications and shall have the power to eject any work or materials which are not in full accordance herewith.

The piping in any location shall be closed-up, furred-in, or
Covered before the examination and testing of it by the government inspector, Owner or their representative.

• Plumbing Fixtures and Equipment:

All bids to be considered shall include installation of all plumbing fixtures shown on the drawing and specified by the Owner’s Representative.

All plumbing fixtures and equipment shall be installed free and open in a manner to prove easy access for cleaning and shall be furnished with all brackets, cleats, plates and anchor required to support the fixtures and equipment rigidly in place.

After installation of a any or all the plumbing fixtures for the building, same shall be kept clean and in working order and shall not be used by any one until the building has been formally turned over to and accepted by the Owner.

Fixtures, fittings, trims, faucets, escutcheon, traps and waste pipes that are exposed to view in finished spaces shall be brushed, with polished chromium plating or nickel finish, unless otherwise specified.

The Plumbing Contractor shall be responsible for the supply of fixture fittings (or trims) which are not provided with the fixture but required for the complete installation. All fixtures shall be carefully checked to determine the items that must be provided to complete the installation.

All fixtures shall be provided with the individual shut-off valve so that any fixture maybe separately controlled without affecting other fixtures supplied from the same distribution line.

All flushometer valves shall be equipped with vacuum breaking devices.

• Fittings

All change in size of soil waste and drain lines shall be made with reducing fittings or reducers.

Where it becomes necessary to use short-radius fittings in any other locations, prior written approval of the Architect shall be obtained.

No fitting or connections that offers abnormal obstruction to flow shall be used.

Enlargement of a 75mm (3”) closet bend or stub to a 100mm (4”) pipe is acceptable.

• Cleanout Plugs and Traps

Cleanout Plugs

Cleanout installed in connection with cast iron-bell and spigot shall consist of a long – sweep quarter bend, or one or two eight-bends extended to an easily accessible place, or where indicated on the drawings.
An extra-heavy, cast brass ferrule with counter-sunk tap screw cover shall be caulked into the hub of the fittings and shall be even or level with finish floor or wall.

Where clean-outs in connection with thread pipes are indicated and are accessible, they shall be cast-iron drainage T pattern 90 degree branch fittings with the extra heavy brass screw plugs of the same size as the pipe up to, and including 100mm (4”).

Traps

Every plumbing fixtures connected to the sanitary drainage system shall be equipped with a trap. Traps are specified to be supplied with the fixture, i.e. water closets and urinals.

Each trap shall be placed as near to the fixture as possible.

Traps installed on hub and spigot type shall be extra-heavy cast iron.

Traps installed on threaded type shall be recessed drainage pattern.

• Sleeves and Supports

General

Pipe sleeves, pipes support, and fixture shall be furnished and set, and the Contractor shall be responsible for their proper permanent locations.
Pipes shall no be permitted to pass through columns, footings, beams or ribs unless noted on the drawings or with the written approval of the Owner’s Representative.

Pipe Sleeves

Pipe sleeves shall be installed and properly secured in place at all points where pipes pass through masonry of concrete.

Pipe sleeves except sleeves through footings shall be sufficient diameter to provide approximately ¼” clearance around the pipe or insulation.

Pipe sleeves in walls and partition shall be cast-iron or steel pipe.

Flashing sleeves shall be installed where pipes pass through waterproofing membrane.

The sleeves shall be provided with an integral flashing flange or a clamping device to which a flashing shield can be clamped or soldered.

The space between the pipe sleeve shall be made watertight by inserting packed-oakum and filling the remaining space with poured lead or epoxy and caulking thoroughly.

Escutcheon shall be installed around all exposed pipes except water closet starts or bends passing through finished floors, walls or ceilings. Escutcheons shall be of sufficient outside diameter to cover the sleeve opening and shall fit snugly around the pipe. Escutcheons shall be cast–brass chrome plated of the approved size and make, provided with a set screw to properly hold escutcheons in place.

Fixtures and Equipment Supports and Fastening

All fixtures and equipment shall be supported and fastened in a safe and satisfactory manner.

Inserts shall be securely anchored and the anchors shall be properly filled with mortar. Inserts shall be installed even or level with finish wall and shall be completely concealed with the fixtures and installed.

Where through bolts are used, they shall be provided plates or washers at the back and set so the heads, nuts, cap nuts and screw heads shall be chromium plated and shall be provided with chrome plated brass washer.

Use a water closet floor flange for mounting fixtures with an appropriate ball wax as gasket. Use stainless steel bolt and knots to fasten the flange and foot of the water closet.

• Hangers, Anchors, Guide Inside Buildings

All piping shall be rigidly supported by means of approved hangers and support. Piping shall be supported to maintain required position and pitching of lines to prevent vibration and to secure piping in place and shall be so arranged as to provide space for expansion and contraction.

Hangers shall conform to the standard details but the contractor may, if he elects use other commercial hangers having parts not lighter than indicated on the details, provided that he has obtained prior to written approval of the engineer. Chains, straps, perforated bars or wire hangers will not be permitted.

Inserts shall be cast-iron steel and shall be of type to receive a machine bolt in one horizontal direction and shall be installed before the concrete is poured.

Vertical runs of pipe shall be supported by mild steel clamps or collars spaced not more than two floors apart.

Schedule of hangers on water piping shall be as shown on the detailed plan.
• Ceilings, Plates, and Flashing:

Floor, Walls and Ceiling Plates:

Where uncovered or exposed pipes through floor, finish walls or finished ceilings, they shall be fitted with chromium plated steel plates.

Plates shall be large enough to completely close the hole around the pipe and shall be squared, octagonal, or round with the less dimension not less than 38mm (1 ½”) larger than the diameter of the pipe.

• Joints and Connections

Fixture connections:

Closet bolts shall not be less than 6mm (1/4”) in diameter and shall be equipped with chromium plated cap nuts washers.

The system shall hold this water for a full 30 minutes during which time there shall be drop more than 100mm (4”).

If and when the Architect decides, the additional test is needed such, as an air or smoke test on the drainage system, the Contractor shall perform such test without additional cost to the Owner.

• Pressure Test for Water System

Upon completion of the roughing-in and before setting fixtures, the entire hot and clod water piping system shall be tested at a hydrostatic pressure one-and-half times the expected working pressure in the system when in operation, and proved tight this pressure (but not less than10.57 kg/c.m. or 150 psi) for a period of two hours.

Where the portion of the water piping system is concealed before completion, this portion shall be tested separately in a manner similar to the described for the entire system and in the presence of the Owner’s Representative.

• Leakage Test for the Water System

Leakage test shall be conducted after the satisfactory completion of the pressure test and shall consist of an examination of all joints for leakage test for the completed pipeline.

The pressure to be maintained during the test shall be the designed working pressure of the system.

Leakage test shall be made only after the minimum of 24 hours after the pipe to be tested has been filled with water. No test shall be made until at least 7 days after the last concrete thrust or reaction backing has been cast with standard cement.

The duration of each leakage test shall be two hours unless otherwise specified by the Architect.

Each section of pipeline shall be slowly filled with water and the specified test pressure, measured at the point of lowest elevation, shall be applied by means of a positive displacement type pump, in manner satisfactorily to the Owner’s Representative. Before starting the leakage test, all air shall be expelled from the pipe. All exposed pipes, fittings and valves, joints shall be examined for leakage during the test.

ALLOWABLE LEAKAGE RATE PER 100 JOINTS PER OR PIPE DIAMETER AT PRESSURE STIPULATED.

PRESSURE LEAKAGE RATE
PSI Kg/cm2 Liters/Hour Liters/2Hour
50 3.50 1.45 2.90
75 5.30 1.75 3.50
100 7.00 2.05 4.10
125 8.80 2.30 4.60
150 10.50 2.50 5.00
200 14.00 2.90 5.80

• Defective Work

If inspection or test shows any defect, such work or materials shall be replaced and the inspection and test repeated until satisfactory to the Owner’s Representative.

All repairs to piping shall be made of new materials at the expense of the Contractor.

No caulking of screw joints or holes will be accepted.

• Disinfection of Water Distribution System

The entire water system shall be thoroughly flushed and disinfected with chlorine before it is placed in operation.

Chlorinating materials shall be either liquid chlorine or hypochlorite, as specified, and shall be introduced into the water lines in a manner approved by the Owner’s Representative.

The chlorine dosage shall be such as to provide not less than 50mg per liter of available chlorine.

Following a contact period of not less than 24 hours, the heavily chlorinated water shall be flushed from the system with clean water until the residual chlorine content is not greater than 2 tenths (0.02) mg/L. All valves in water lines being sterilized shall be closed several times during the testing period.

• Disinfection of Water Tanks

The water tanks and reservoir shall be thoroughly finished and disinfected with chlorine before it is placed in operation.

Chlorinating materials shall be liquid chlorine or hypechlorite, as specified and shall be introduced into the water tanks and reservoir by swabbing and approved protection for the worker’s safety shall be provided during the swabbing work.

The chlorine dosage shall be such as to provide not less than 50 parts per million (50ppm) of available chlorine.

Following a contact period of not less than a period of 24 hours, the heavily chlorinated water shall be flushed from the system with clean water until the residual chlorine content is not greater than two tenths (0.02ppm).

• Refer to Structural Specification for Reinforcement

• Painting

All exposed soil, waste and vent piping of cast-iron is asphalt or tar coated shall be given two coats of shellac and two coats of oil enamel finish coating.

Color Code

All exposed piping, shall be adequately and durably identified by distinctive color paints as follows:

Cold water pipe – Blue
Hot water pipe – Blue with Red bands at 1.00m on center
Aluminum – Gray Green
Storm water pipe – Orange
Sewerage pipe – Black
Vent pipe – Gray

E. GUARANTEE

• The Plumbing Contractor shall furnish to the Owner a written guarantee covering the satisfactory operation of the plumbing installation in all its part for a period of one year after date of acceptance. During this period the plumbing contractor shall repair or replace any defective work and pay for any repair or replacement cost.

F. WATER RESERVOIRS

• Piping, fittings, and miscellaneous metal works

Furnish and install all pipes, fittings, valves, specials, pipe supports, miscellaneous metal works and all required appurtenances as shown in the plans and as required to make the entire water tank piping system operable.

All materials furnished and installed shall be new and guaranteed free from defects, in design materials and workmanship.

Adequate protection, measures shall be provided to protect pipe, fittings, valves and all other materials from damage and injury during storage and installation.

Wall pipe sleeves shall be cast-iron seepage ring or anchor ring.

• Manhole Frame Cover

All casting for manhole frames shall tough gray iron, free from wraps, cracks, holes, swells, and cold shuts, and approximately 3.2mm (1/8”) thick.

All casting shall conform to the requirements of ASTM Standard A-48 for gray iron casting.

• Ladder Rungs

Ladder rungs inside the reservoir shall be 19mm (3/4”) diameter round bars, stainless steel for outside the reservoir, shall be cast iron and as shown in the drawing They shall be placed on the walls as shown in the drawings.

• Installation

All pipes shall be carefully placed and supported at the proper lines and grades and where possible shall be sloped to permit complete draining.
Piping runs shown in the drawings shall be followed as closely as possible, except for minor adjustments to avoid architectural and/or structural features. If major relocation is required they shall be subjected to the approval of the Architect.

Piping shall be properly supported by suitable anchors, brackets, or hangers. Vertical pipes shall be anchored by suitable galvanized steel traps. Pipes supports shall be provided as shown on the plans and whatever else necessary to prevent strain on joints to facilitate taking down pipes.

Carefully inspect all pipes and fittings before installation. Inspection of pipes shall include light tapping with a hammer to detect cracks or defects. No pipe, fittings or valves are cracked or show defects shall be used.

All pipes and fittings shall be carefully cleaned immediately before installation. Every open end of a pipe shall be carefully capped or plugged before leaving the work.

• Pipe Jointing

Flanged Pipe shall true to length. Joints shall be made up square with even pressure upon the gaskets and must be perfectly watertight. Gasket shall fit the outside dimension of the pipe accurately so that surplus materials projects out into the flow area. The completed joint shall be smooth and properly aligned.

• Pipe Through Walls

All equipment shall be supplied from reputable firms engaged in the manufacture of each particular item. The entire assembly when installed shall be given a start-up and test run to prove that all specifications have met before acceptance. The test duration shall be 24 hours.

G. EQUIPMENT

• All equipment shall be supplied from the reputable firms engage in the manufacture of each particular item. The entire assembly when installed shall be given a start-up and test run to prove that all specifications have met before acceptance. The test duration shall be 24 hours.

• The equipment and installation shall be guaranteed for a period of at least one-year trouble free operation.

H. PUMPS

• General

The specification hereinstated are basic guides only. Another items not so indicated but which are obviously necessary for the proper operation of the system as intended shall be supplied and installed, in accordance with accepted engineering standards.

Manual of operation and maintenance and list of spare parts shall be supplied together with the equipment.

The supplier shall submit at least four (4) copies of pumps performance curves showing among others, the pump rating and the pump efficiency, properly marked out.

Accessories to be supplied for each pump shall include non-slam type check valve (Claval), two vibration insulators and two gate valves, of size as the pump suction and another discharge and rated 68 kg/cm2 (150psi) for each pump and pipe fittings necessary for complete installation.

Price quoted shall include cost of delivery of all quoted items to the jobsite, proper installation and pump and motor installation dimension drawings.

The brands, names and place of manufacture of pumps, motors, valves, controls and all accessories where applicable shall be indicated in the quotation. Include also a description of the pump impellers being offered.

A metal name plate indicating in indelible letters for the correct specifications of the pump and motors shall be properly attached to the assembly at a location such that the information written thereon can be conveniently read by all concerned.

• Booster Pumps for the Hydropneumatic System

Number of units: Two identical units.

Capacity of each unit: As shown in the drawings.

Type: Centrifugal horizontal-end suction vertical split, coupled to an electric motor in common base, suitable for pumping domestic water supply.

Electric Motor Drive: 230 V, 3 Phase, 60 cycles open drip proof.

Motor Controls: Reduced voltage magnetic starter, H-O-A switches over load relays, alternators and pressure switch to stop and start the pumps at high and low pressure cutoff/cut-in and liquid level detector at reservoir to prevent pump from running dry.

Accessories: Vibration insulating hose connection at suction and discharge line and pressure relief valve at discharge only.

• Pressure Tanks

Vertical Tank, stainless steel and 100 psi rating. The tank capacity is shown in the drawing.
Provide with accessories as relief valve, sight glass tube level indicator encased in copper
or stainless steel tubing, fully automatic air volume controller device, pressure gauge (in100man dial face diameter), cocks, pressures switch and drain valve.

I. As-Built Drawings

The plumbing Contractor, shall mark down with the red pencil on the two sets of plumbing plans all the revision, omissions, and or additions to various plumbing installation, drawings as the construction progress. One set of the plans as marked shall be submitted to the Architect after completion of the work.

Before the final payment is made to the Contractor, he shall submit to the Owner, As-Built drawing incorporating all the change made and noted in the marked plans retained by him. The As-Built Drawings shall be prepared on reproducible form.

The Plumbing Contractor shall prepare and submit the As-Built Drawings without extra cost to the Owner.

J. Miscellaneous

• Throughout the construction period, open ends of all installed pipelines shall be kept closed by temporary plugs. Drainage lines shall not be kept closed by temporary plugs. Drainage lines shall not be used to conduct dirty construction wash-water, especially those with cement, to avoid possible clogging.

• The contractor shall provide a temporary fire protection system, at each building during the construction period. This shall be of sufficient capacity to put out any fire that maybe break out at any of the building floors due to the construction operations. This is in addition to temporary extinguisher required.

• A temporary potable water supply shall be available to construction workers at each building floor as the construction work progress.

• A temporary human excreta disposal system shall be provided by the Contractor to serve the workers during the construction period.

ELECTRICAL WORKS

I. GENERAL PROVISIONS:

A. WORK DESCRIPTION, GENERAL:

• The work to be done under this specification consist of fabrication, complete details of the electrical works at the subject premises and all work and materials incidental to the proper completion of the installation except those portion of the work which are expressly stated to be done by others.

• All works shall be in accordance with governing codes and regulations and with the specifications.

• The requirements with regards to materials and workmanship specify the required standards for the furnishing of all labor, materials, and appliances necessary for the complete installation of the work specified herein and indicated on the drawings.

• These specifications are intended to provide a broad outline of the required installation but are not intended to include all details of design and construction.

B. CODES, INSPECTION, PERMITS AND FEES

• The work under this contract is to be installed according to the latest requirements of the following:

1. Philippine National Building Code
2. Philippine Electrical Code
3. Electric Cooperative in that areas

• All construction permits and fees required for these works shall obtain by and at the expense of the Contractor. The Contractor shall furnish the Architect, the Engineers and the Owner of the final certificate of inspection and approval from the concerned government authorities after the completion of the work. The Contractor shall prepare all shop drawings, as-built plans and other paper work required by the approving authorities.

• The Contractor shall secure approval from authorities of all plans for construction.

C. RECORD OF DRAWINGS

• The contractor shall record all deviations of the actual installation based on the contract drawings. Upon completion of work, the Contractor shall submit two copies of the as-built drawings indicating the work installed and finished including new information (revisions) not originally shown in the contract drawings to the Engineers for the approval as to conformance with the design concepts and compliance with pertinent code provisions. After such approval, the Contractor shall submit the as-built drawings original to the Owner.

D. COORDINATION

• Coordinate timing of installation with work of other trades.

• Systems provided shall be completed and operable and shall include required accessories fastenings and supports.

• Determine required locations, arrangements and quantities of equipment and materials from drawings, schedules and specifications.

• All equipment shall be installed in strict compliance with manufacturer’s recommendations.

• On certain items of equipment specified on other contracts requiring electrical connections, the Contractor shall provide such connections as required.

E. MINOR MODIFICATIONS

• The plans as drawn are based upon architectural plans and details. Show conditions as accurately as possible to indicate them to scale. The plans do not show all fittings necessary to fit the building conditions. The location of outlets, apparatus, and equipment shown on the plan are just approximated. The Contractor shall be responsible for the proper location in order to make them fit, with architectural details and instructions from engineers representative at the site.

F. GUARANTEE

• The Contractor shall guarantee that the electrical system is free from all grounds, from alldefective workmanship and materials that will remain in good condition for a period of one year from the date of acceptance of work. This Contractor at his own expense shall repair any defects appearing within the aforementioned period.

• The Contractor shall indemnify and save the Owner, the Architect and the Engineers from and against all liability for damage arising from injuries or disabilities to persons or damage to property occasioned by an act or omissions of the Contractor or any of his subcontractors including any and all expenses, legal or otherwise which maybe incurred by the Owner, the Architect or the Engineers in the defense of any claim, action and suit.

G. APPROVALS, SUBSTITUTIONS, Etc.

• Wherever hereafter the word “Approval” or “Approved” (make, type, size, arrangement, etc.) are used specifically with regard to manufactured items, etc., or wherever it is desired to substitute a different make or type, all information pertinent to the adequacy and adaptability of the proposed apparatus, shall be submitted to the engineers for their approval before the apparatus is ordered or installed.

H. SUB-CONTRACTS, Etc.

• This Contractor shall be held fully responsible for the work of any sub-contractor or manufacturer performing work for or supplying materials as it is intended that the entire electrical work when finally delivered to the Owner shall be ready in every respect for satisfactory and efficient operation.

I. WORKMANSHIP

• The work throughout shall be executed in the best and most thorough manner to the satisfaction of the Architect and Engineers, who will jointly interpret the meaning of the drawings and specifications and shall have power to reject any works and materials which in their judgement are not fully in accordance therewith.

II BASIC MATERIALS AND METHODS

A. GENERAL

• Furnish and install all conduits, joints, outlet boxes, wires and miscellaneous materials required for wiring, as specified herein and as shown on drawings.

• Furnish and install all power and control wiring to all equipment except as otherwise specified.

• Perform test and adjustments and submit specific reports herein.

B. POLYVINYLCHLORIDE CONDUIT

• General: Standard trade size, heavy wall, manufactured to NEMA TC – 2 type rated for 90degree C cable.

• Materials: Polyvinyl chloride conduit extruded use Atlanta or approved equivalent.

• Nominal Size: 20mm diameter minimum.

• Couplings and Fittings:

• Use Limitations

As specified in the latest edition of the PEC.
Not permitted where subject to mechanical damage

• Pulling Hardware: flat fish tape with ball and flexible leather or polyethylene or manila rope. Use of steel pulling cable not permitted.

C. CONDUIT INSTALLATION

• General: Install in accordance with applicable codes and recognized standard of good practice.

• Actual routing subject to approval

• Joints: Make with approved couplings and unions to provide electrically continuous and moisture tight systems.

D. CONDUCTOR INSTALLATION

• Place all wiring, in a raceway or types indicated. Provide all required and indicated accessories for proper installation of all wiring

• Splicing:

Permissible only in junction boxes or similar accessible location. Number of splices held to absolute minimum.

E. DISTRIBUTION PANEL BOARD-FUSIBLE SWITCH

• General: Furnish and install distribution and power panel boards as indicated in the panel board schedule and where shown on the drawings. Panel boards shall be dead front safety types, equipped with quick-break fusible branch switches and approved for service entrance. The acceptable manufacturers of the panel board are General Electric and Square “D” or approved equal.

• Fusible switches: All fusible branch switches shall be quick-make, quick-break, with visible blades and dual horsepower ratings. Switch handles shall physically indicate ON and OFF position. Such handles shall be able to accept three padlocks having heavy duty industrial type shackles. Covers shall be interlocked with the switch handles to prevent opening in the ON position. A means shall be provided to allow authorized personnel to release the interlock for inspection purposes when a switch is ON. A cardholder providing circuit identification shall be mounted on each branch switch. Switches shall be provided with a Bussman Fusetron fuses or as noted on the drawings.

• Bussing Assembly: Panel board bus structure and main lugs or main switch shall have current ratings as shown on the board schedule. The bus structure shall accommodate plug-on or bolted branch switches and motor starters as indicated in the panel board schedule without modification to the bus assembly. Provide solid neutral (S/N) assembly when required.
• Equipment Rating: Switches and panel board bus structure shall be safe and without failure withstand short circuits on the systems capable of delivering up to 50,000 amperes RMS symmetrical, unless otherwise noted.

• Cabinet: Panel board assembly shall be enclosed in a steel cabinet. The rigidity and gauge of steel is to be as specified in UL Standard for Cabinets. The size of wiring gutters shall be in accordance with UL Standard. Cabinets shall be equipped with a front door and shall be full finish steel with rust inhibiting primer and baked enamel finish.

F. PANEL AND BOX

• Box, plain steel front, complete with hinged door, polished metal catch and lock
Manufacturer’s standard finish. Repair any damage to finish in a manner acceptable to the engineer.

• Mounting: Flush and surface required.

• Cardholder on inside of the door with clear plastic cover and complete type written schedule of panel branch circuits. Leave spare circuits blank.

• Nameplate: Required at each panel.

• Installation: As shown, maximum distance from the floor to the highest breaker (centerline) shall be 1.8m. Provided mounting materials required make connections specified as shown.
Use collars around mounting bolts or equivalent means to provide air space between panels and walls.

• Warranty: A warranty for a period of one year shall be provided for failure of components resulting from normal use and/or factory defects.

G. SERVICE ENTRANCE

• Service Voltage: 230V, single phase, 2 wire, 60 Hz.

• Installation: Contractor shall furnish and install the complete service entrance, conduits and accessories.

• Conduits: Use RSC “NICHI” or approved equal.

III. LIGHTING

A. GENERAL

• Furnish, install and wire all equipment and materials required for complete lighting system as specified as shown.

B. LIGHTING FIXTURES

• Fluorescent Fixture: housing – #22 gauge, B. I. Sheet formed, screw with machine stove bolt and/or welded.

• Fluorescent Fixture Ballast: 230V, high power factor, rapid start, manufactured by Philips, G. E. or approved equal.

• Wiring:

General: Fixture wiring shall comply with fixture manufacturer’s recommendation and PEC requirements.

Incandescent Fixtures: Use type TF wire in unwired fixtures. Minimum wire size 3.5mm.

• Location: Approximately as shown. Modify to avoid other equipment or structural components. Provide necessary conduits, wire, fittings and miscellaneous materials.

C. COORDINATION

• Coordination installation of all lighting fixtures with work of other trades

• Coordination exact location of fixtures with respect to suspended ceiling layout to achieve uniformity.

D. SHOP DRAWINGS AND SAMPLES

• Prepare and submit for approval before manufacturing the following:

Fabrication drawings
Sample of each fixtures

E. WARRANTY

• All fixture components shall be covered with a warranty for a period of one year against failure resulting from normal use and/or factory defects.

F. GENERATOR

• General

The generator shall be ________ Kw standby duty, single phase, 2w, 60Hz, 1800 RPM, 240V, and shall have two bearings of the sleeve type and shall be direct connected to the engine flywheel with a flexible coupling. The generator shall have full armature winding. The transient voltage drop on sudden application of 100% rated load shall be less than 15%.

Voltage Regulator shall be of the same manufacturer as generator, with manual/automatic switch.

Generator shall be open drift-proof construction with an over all efficient of at least 90% of at full load.

The generator shall have full rated neutral brought out at the terminals for system use.

• Conduits and Fittings:

Conduits in general shall be Intermediate Metallic Conduit (IMC).

No Conduits shall be used in any system smaller than 15mm internal diameter electric trade size, nor shall have more than four (4) 90 degrees bends in any one run and where necessary, pull boxes shall be provided as directed.

No wire shall be pulled into any conduits until the conduit system is completed in all details, in the case of concealed work until all rough plastering machinery has been completed, and in the exposed work until the conduit work has completed in every detail.

• Wires and Cables

All wire shall be copper; soft drawn and annealed shall be of 98% conductivity, shall be smooth and true of cylindrical form and vibration shall be within 1% of the actual size.

All wires and cables shall comply with the requirements of UL as they apply to the particular usage.

All wires and cables shall be as manufactured by Phelps Dodge, American Wires and Cables, or approved equal.
THHN/THWN can be used for the same size of wires provided the allowable current do not exceed that of

All wires 8 mm and larger shall be stranded copper.

For power system, no wire smaller than 3.5 mm shall be used except for control leads unless otherwise specified.

• Installation

Installation shall conform to the requirement of the code.

Testing

The generator set shall receive the manufacturer’s factory load testing prior to delivery.

Prior to acceptance of the installation, equipment shall be tested on site for 8 hrs. Continuous operation without any failure to show it is free of any defects will easily start and be subjected to full load test or that load that is available at the job site. Should failure occur during the testing, the Contractor shall rectify the deficiencies and shall repeat testing procedure at his own expense and to the satisfaction of the owner.

On completion, of the installation, a factory trained supplier or dealer’s representative shall perform start-up based on operating instructions book.

SPECIALTY WORKS

A. STRUCTURAL STEEL WORKS

Scope:

• This section includes structural steel work complete.

General:

• Connection for which details are not indicated shall be deigned in accordance with the “American Institute of Steel Construction Manual of Sheet Construction” and shall be welded and bolted.

Requirements.

• Handling, shipping and storing of steel work.

• All materials shall be handled shipped and stored in a manner that will prevent distortion or other damage. Materials shall be stored in a clean location and keep properly drained. All damage materials shall be replaced or repaired by at the expense of the Contractor.

• Anchor bolts and sag rods shall conform to ASTM A 307 and applicable portions of A 36.

• Structural carbon steel for plates, angles, or shapes shall conform to ASTM specification A36.

• Cold-formed, light gauge structural member shall be formed from sheet or strip not less than 5mm thick and conforming to “Specifications for the Designed Light Gauge Cold-Form Steel Structural Members” of the American Iron and Steel Institute.

• Saddle shall be standard manufactured products of section shown and shall be heat treated, extruded aluminum alloy 6063-TS, conforming to ASTM Specification B221.

• Expansion shields shall be of the style, type and size suited for the intended use. Shields shall be accurately recessed and unless otherwise indicated shall be not less than 50mm into concrete or masonry.

• Bolts, nuts and washers shall be zinc-coated, regular commercial grade size as indicated and shall conform to ASTM specification A307.

• Power driven nails shall be steel, especially formulated to produce high ductility and hardness and capable of being explosively driven through the medium to be attached.

• Welding electrodes and rods for manual welding shall conform to AWS Specification A5.1 860.

• Expanded metal lath shall be as indicated and shall be of the close mesh, heavy duty and rigid type.

• Nails shall be common or finishing of the proper sizes for the intended use and shall be of the best commercial standard.

• Stainless steel and anchor clips, bolts and plates shall be of configuration and sizes shown and shall conform to the best commercial standard as approved.

• Workmanship and finish shall be equal to the best practice of modern shops for the respective work. Exposed surfaces shall have the smooth finish; sharp and well defined lines. Section shall be well framed to shape and size with the sharp lines and angles; curved work shall be sprung evenly to curves. All necessary rivets, lags and brackets shall be provided so that the work can be assembled in a neat and substantial manner. Holes for bolts and screws shall be drilled. Fastenings shall be concealed where practicable. Thickness of metal and details of assembly and supports shall provide ample strength and stiffness. Joints exposed to the weather shall be formed to exclude worker. Metal work shall be provided with proper clearances. Works shall be fabricated and installed in a manner that will provide for expansion and contraction, prevent the shearing of bolts, screws and other fastening, insure rigidity and provide close fitting of sections.

• Inserts and sleeves. Inserts of suitable and approved type shall be furnished and installed where necessary for the support of piping, mechanical equipment or apparatus, or other work. Steel pipe sleeves of suitable types and size shall be provided where indicated and where required for all pipe passing through floors, roofs or walls.

• Anchors and bolts shall be provided where indicated and where necessary for fastening work in place. They shall be embedded in the concrete and masonry as the work progresses and shall be spaced about 61cm on centers, unless otherwise indicated or specified. Sizes, kinds and spacing of anchors not indicated or specified shall be necessary for their purposes. All anchor and anchor bolts in exterior walls and in area exposed to weather shall be zinc coated, all those in other location shall be coated heavily bituminous paint.

Structure’s subject to static loading.

• Holes fore bolts shall be drilled or sub-punched and reamed except that where the thickness of the material is not greater than the nominal diameter of the bolt plus 3mm, the holes may be punched full size.

Common bolts.

• Bolts transmitting shear shall be threaded to such a length that not more than one thread would be within the grip of the metal. The bolts shall be of such length that they will extend entirely through the nuts with the beveled end outside the nut. Bolt heads and nuts shall be drawn tight against the work with a suitable wrench not less than 38 cm long. Bolt heads shall be tapped with a hammer while the nut is being tightened.

Shop Painting

• All structural steel work, except zinc coated surfaces and steelwork to be embedded in concrete or mortar, shall be shop painted. Surfaces to be welded shall be not coated within 75mm of the weld, prior to welding. Surfaces shall thoroughly dry and clean when the paint is applied. No painting shall be done in wet weather except undercover; the temperature shall be above 45 degrees F but not over 90 degrees F. Paint shall be applied thoroughly. Surfaces that will be concealed or inaccessible after assembly shall be painted prior to assembly.

Cleaning

• Except as modified herein, surfaces shall be cleaned to bare metal by a suitable blasting process. Surfaces that maybe damaged by blasting shall be cleaned to bare metal by powered wire brushing or other mechanical means. Surface that will be enclosed from the weather and subject to exposure no more corrosive than an indoor atmosphere controlled for human comfort, maybe cleaned by wire brushing or other manual or mechanical means for removal of loose mill scale, rust, dirt and grease. Baring surfaces, including contact surfaces within friction type joints shall not be painted or galvanized but shall be coated with rust preventive coating applied, applied in the shop. The coating shall be removed just prior to field erection using a remover approved by the rust preventive manufacturer. The surfaces when assembled shall be free from rust, greases, dirt and other foreign matter.

Pre-treatment

1. Except as modified herein, immediately after cleaning surfaces shall be coated with coat of pre-treatment coating applied to a dry film thickness of 0.3 to 0.5 mil or be given a crystalline phosphate base coating shall be applied only to blast-cleaned bare metal surfaces.

Match marking

• Members and component part of structures shall be assembled and match marked prior to erection to ensure accurate assembly and adjustment of position on final erection. Painted assembly markings shall be removed from any surface to be welded or riveted. Scratch or notch marks shall be located in a manner that will not affect the strength of member or cause concentrations of stress.

Erection

1. General. Except as modified herein, erection shall be done in accordance with the applicable specifications and standards of the AISC “Manual of Steel Construction”. Erecting equipment shall be suitable for the work and shall be in first class condition. Where parts cannot be assembled or fitted properly as results of errors in fabrication or of deformation due to handling or transportation, such condition shall be reported immediately to the construction architect/engineer and his approval of the method correction obtained The correction shall be made in his presence. Bent or damaged parts shall be rejected. Steelwork shall drain properly. Pockets in structure exposed to the weather shall be filled with waterproof materials. Safety belts and lines shall be used by workers on high structures, unless safe working platforms or safety nets are provided.

Assembly.

• The frame of steel structure shall be carried up true as shown and all match markings shall be followed. Temporary bracing shall be used wherever necessary to support all loads to which the structure maybe subjected, including equipment and operation thereof and piles of materials. Such bracing shall be left in a place as long as maybe required for safety. The various members forming parts of a completed frame after being assembled shall be aligned and adjusted accurately before being fastened. Fastening of splices of compression members shall be done after the abutting surfaces have been brought completely into contact. No riveting, welding or bolting shall be done until match of the structure has been stiffened and aligned properly. Bearing surfaces and surfaces, which will be in permanent contact, shall be cleaned before the members are assembled. As erection progress, the works shall be bolted or welded sufficiently to take care of all dead load, wind and erection stresses. Splices will be permitted only where indicated. Erection bolts used in welded construction maybe tightened securely and left in place, if removed, the holes shall be filled with plug welds.

Field Welding

Shall be as specified for shop fabrication of welded construction. Any shop paint on surfaces adjacent to joints to be field-welded shall be wire-brushed to reduce the paint film to a minimum.

Field Painting

All exposed surfaces of steelwork shall be shop painted. Surfaces where the shop coat of paint to be damaged shall be retouched using the same system as the original shop painting. Surfaces, which will be in contact after erection except when in contact with bolted and welded connections, shall be given one finish coat before erection. The cleaning, pre-treatment and priming of welds and the areas adjacent thereto shall be done promptly after the acceptance of the weld and shall be as specified under the shop painting.

B. FIRE ALARM SYSTEM

• Furnish and install a Fire Alarm system as manufactured by Edwards or approved equal as described in this specification and indicated in the drawings. The system is to be wired and installed in accordance and left in the first class operating conditions.

• Operation: At each stairway, exits and other locations shown in the plans, there shall be non-coded fire alarm station. At each location where shown, there shall be a bell or horn operating in any station and shall cause all sounding devices to operate continuously until
the fire alarm station has been restored to normal. It shall also be possible for those in authority to transmit a test signal in any station. The station and sounding devices shall be connected to a control panel, which shall permit a small supervisory current to pass through the entire system. A trouble bell shall also be provided and shall sound continuously in the event of failure of the main power supply source or a ground fault at each installation wearing circuits.

• Equipment: Install where shown a flush non-coded manual fire alarm station. Flush station shall mount on standard outlet boxes with single gang cover.

• Install where shown on plans and under dome vibrating bell. Size and number of signals to be located so that they maybe heard by all occupants of the building.

• The Electrical Contractor shall provide and install smoke detectors, wiring and connection flow switches. The fire alarm panel shall be factory wired to accept this and any other devices specified herein or as shown on the drawings.

• Fire Extinguishers

Furnish and install eight (8) units of fire extinguishers, brand Stallion, 10 lbs. Per unit, mounted at 1.2 high at locations specified by the Consultant/Architect, four (4) units at the first floor and four (4) units at the second floor.

DIGEST SPECIFICATION

1. Soil Poisoning
Mapecon/Chlordane Solution F-3 or F-5 or approved equivalent.
2. Wood Preservation
Cuprinol/Solignum or approved equivalent.
3. Roofing Works
0.40mm thick Long-Span Roofing, Corrugated, Pre-painted
4. Concrete Works a. Portland Cement Island, Republic or any equivalent brand but
consistent
b. Rebars Structural grade conforming to Bureau of Product
Standard and ASTM specifications
c. Tie wires Gauge 16 commercial G.I. wires

5. Masonry Works Non-load Bearing 6” THK CHB, 4” THK CHB
6. Finishing Works a. Glazed and Vitrified tiles Vitrified or Ceramic Tiles for toilet
walls and floor, “Mariwasa, Fil-Hispano” or approved equivalent.
b. Paints “Davies”/”Boysen” Quick-Dry, Latex, Red Lead Primer and Enamel Paints or approved equivalent.

7. Plumbing Works a. PPR PN16 (COLD) “Wavin, Thermovar, Bugatti” or
approved equivalent with ISO standard
b. PPR PN20 (HOT) “Wavin, Thermovar, Bugatti” or approved equivalent with ISO standard
c. G.I. Pipes “Mayer” Galvanized Iron, Gauge # 40 approved
equivalent
d. Drainage, Waste, Vent PVC pipes Polyvinyl Chloride for DWV System with ISO Standard or approved equivalent.
e. Water Closet “Saniware, Karat”, 1.6 GPF Round Front or approved equivalent.
f. Lavatory “Saniware Monica, Sarah” Wall-Hung Type Lavatory or approved equivalent
g. Tissue Holder “Saniware, Sabrina” Porcelain Coated Tissue Holder or approved equivalent.
h. Faucets “Price Pfister”, Nickel-Plated, Plain or approved equivalent.
i. Floor & Roof drain Stainless Steel, beehive type with detachable stainless strainer.

8. Electrical Works a. Wires Type as specified, “Columbia”, “Philflex”, American wires & Cables” or approved equivalent.

b. Pipes & Fittings Rigid Steel Conduits (RSC) & Fittings or Intermediate Metal Conduit (IMC) & Fiitings: “Nitchi” or approved equivalent. PVC Conduits (Thick-walled type) & Fittings: “Neltex, Emerald, Moldex” or approved equivalent. c. Wiring Devices “Panasonic” or approved equivalent. (Convenience Outlet/Switch) Convenience oultet shall be grounding type
d. Lighting Fixture Lamp: T5 “Philips, G.E or approved equivalent.
Ballast: Electronic type
Lampholder: Heavy duty type
e. Pinlight Housing: 6” dia. aluminum with mirrorized reflector“
Lamp: Compact fluorescent, PL type
f. Panelboard Branch circuit protection: Bolt-on type (20AT – 70AT) “GE” Westinghouse, “Fuji”, Mitsubishi”, “Square-D” or approved equivalent Main protection: Molded case type (for 100AT and above), OR Bolt-on type (for 30AT – 70AT) “GE” Westinghouse,
“Fuji”, Mitsubishi”, “Square-D”
Enclosure: Dead-front, Nema-1 (for indoor); Nema-3R (for outdoor); flush or surface-mounted with
appropriate ground terminals
g. Junction Box 4 x 4 PVC with cover & screw
h. Utility Box 2 x 4 PVC with cover & screw
i. Pull box Size as required; Nema-3R or Ga. #16 with cover and appropriate knock-outs, painted (1 coat primer; 2 coats gray paint)

9. Hardwares a. Lock set “Schlage, Alpha”, or approved equivalent. Lever
type for Classroom doors and Toilet door for Person with
Disability (PWD)
b. Door Hinges “Stanley”, Loose pin, wrought steel button tip ball, or approved equivalent.

10. Carpentry Works a. Panel Doors Tanguile, Kiln Dried (1 ¾” thk.)
b. Flush Doors Hollow core (1 ¾” thk) with Two face marine plywood, for toilet Doors Tanguile Kiln Dried (1 ¾” thk)
c. Door Jambs 2” x 6” (50mm x 150mm) Tanguile/Guijo/Yacal
d. Windows (Front) Clear Glass panel blades in Jalouplus casing with transom (satin-finish) on 2” x 6” Tanguile/Guijo sill.
e. Windows (Rear) For Multi-storey; Steel Casement Windows with ¼” thick clear glass
f. Chalkboards ¼” thk. Lawanit Paint Finish on 2”x2” Tanguile, Kiln
Dried Studs

SECTION IX

BIDDING FORMS

TABLE OF CONTENTS

Description Page No.
Financial Bid Form 154
Form of Contract Agreement 155
Statement Identifying Bidder’s Single Largest Completed similar to the Contract to be bid 158
Statement of All Ongoing Government and Private Construction Contract Including Contracts Awarded but Not Yet Started 159
Net Financial Contracting Capacity (NFCC) 160
Joint Venture Agreement Form 161
Bid Security (Bank Guarantee) 163
Bid Security (Irrevocable Letter of Credit) 165
Bid Securing Declaration Form 167
Contractor’s Organizational Chart for the Contract 169
List and Qualification of Key Personnel Proposed to be Assigned to the Contract 170
Bio Data of Key Personnel 171
List of Equipment, Owned or Leased and/or under Purchased Agreements, Pledged to the Proposed Contract 172
Omnibus Sworn Statement 173
Manpower Utilization Schedule 175
Construction Schedule and S-Curve 176
Outline Narrative Description of Construction Methods 177
Equipment Utilization Schedule 178
Materials Delivery Schedule 179
Construction Safety and Health Program 180
Performance Security (Bank Guarantee) 181
Performance Security (Irrevocable Letter of Credit) 182
PhilGEPS Registration Certificate sample only 183
Checklist of the Technical and the Financial Component Documents for Bidders 184
Notice of Award [sample form] 186
Notice to Submit Construction Documents [sample form] 187
List of Universal and Commercial Banks 188
Envelope Sealing and Marking of Bids 193

Financial Bid Form

Date: _______________, 2013 Project No.: _______________

Dr. DANILO C. SISON
Schools Division Superintendent
DepED Alaminos City Division
San Jose Drive, Alaminos City
Pangasinan

Attention: Mr. AGUEDO C. FERNANDEZ
The Chairperson
Bids and Awards Committee

Sir:

I/We, the undersigned, declare that:

a) I/We have examined and have no reservation to the Bidding Documents, including Bid Bulletin Numbers [state numbers], for the Contract [Insert name of Contract/Project];

b) We offer to execute the Works for this Contract in accordance with the Bid and Bid Data Sheet, the General and Special Conditions of Contract, and the bidding documents accompanying this Bid;

The total price of our Bid, excluding any discount offered below is:
_______________________________________________________________(Php ___________)

The discounts offered and the methodology for their application are: [insert information e.g.,”No discount is being offered;” or “The amount of discount being offered by us is (state amount in words and in figures) to be deducted from the total price of our bid mentioned in this Financial Bid Form, the Bill of Quantities and/or the Program of Works. Therefore, the TOTAL PRICE of our bid less the discount is (state amount in words and in figures)”];

c) Our Bid shall be valid for a period of [insert number] calendar days from the date fixed for the Bid submission deadline in accordance with the Bidding Documents, and it shall remain binding upon us and may be accepted at any time before the expiration of that period;

d) If our Bid is accepted, we commit to obtain a Performance Security in the amount of [insert percentage or number] percent of the Contract Price for the due performance of the Contract;

e) Our firm, including any subcontractors or suppliers for any part of the Contract, have nationalities from the following eligible countries: [insert information];

f) We are not participating, as Bidders, in more than one Bid in this bidding process, other than our offers tendered in accordance with the Bidding Documents;

g) Our firm, its affiliates or subsidiaries, including any subcontractors or suppliers for any part of the Contract, has not been declared ineligible by the Funding Source;

h) We understand that this Bid, together with your written acceptance thereof included in your notification of award, shall constitute a binding contract between us, until a formal Contract is prepared and executed; and

i) We understand that you are not bound to accept the Lowest Evaluated Bid or any other Bid that you may receive.

Name of authorized signatory: _________________________________________________
Designation/In the capacity of: ________________________________________________
Signature of authorized signatory: ______________________________________________

Duly authorized to sign the Bid for and on behalf of: _______________________________
[Registered Company/Business Name of Bidder]
Address: ________________________________
Telephone No.: ___________________________
Telefax No.: ______________________________
E-mail Address: ___________________________
Republic of the Philippines
DEPARTMENT OF EDUCATION
Region I
ALAMINOS CITY DIVISION
Alaminos City, Pangasinan

Repairs of Classrooms-Billeting – Lucap ES (20 CL), Sabangan ES (9 CL) & Bued ES (11 CL), Alaminos City
Contract No.: ____________________

CONTRACT

THIS CONTRACT, made and entered into this [insert date] day of [insert month], [insert year] by and between the Department of Education, Region I, Alaminos City Division, located at San Jose Drive, Alaminos City, Pangasinan, represented herein by its Division Superintendent , Dr. Danilo C. Sison, Ed.D., CESO VI hereinafter referred to as the “Owner” of the one part and [insert registered business name of Contractor], represented herein by its [insert position/designation], [insert complete name of Contractor’s authorized representative], with office address at ____________ , hereinafter referred to as the “Contractor” of the other part;

WHEREAS, the Owner invited bids for certain works stated in above Project consisting of [insert number of lots] school project sites and received bids from [insert number of bidders] bidders; the Owner opened, read and evaluated the bids of the [insert number of bidders] bidders; [insert number of bids] bids were received for Lot ___; after the evaluation, the Owner post-qualified and declared the bid of the Contractor as the lowest calculated responsive bid for said Lot;

WHEREAS, the Owner passed and approved a resolution to award in favor of ___________________, in the sum of PHILIPPINE PESOS ____________________________________ (PhP ____________________) only, hereinafter called the “Contract Price” with the following details:

Lot No. Description of Works Amount of Award/Contract Price
(PhP)

NOW, THEREFORE, PREMISES CONSIDERED, the parties hereby agree as follows:

1. In this Contract, words and expressions shall have the same meanings as are respectively assigned to them in the Conditions of Contract;

2. The following documents shall be part of this Contract [in accord with IRR Sec. 37.2.3.]:

2.1. Bidding Documents issued by the Owner;
2.2. Bid Bulletin(s) issued by the Owner;
2.3. Winning bidder’s bid, including the Eligibility requirements, Technical and Financial Proposals, and all other documents/statements submitted;
2.4. Performance Security;
2.5. Credit line issued by a commercial or universal bank, if applicable;
2.6. Owner’s Notice of Award of contract; and
2.7. Construction schedule and S-curve, manpower utilization schedule, construction methods, equipment utilization schedule, construction safety and health program approved by the Department of Labor and Employment, PERT/CPM for the herein infrastructure works; and other contract documents that may be required by existing laws, if applicable

3. The contract duration or completion period shall be _____ calendar days reckoned on the “Start Date” of the contract duration or completion period; The “Start Date” is seven (7) calendar days from receipt of the Notice to Proceed by the Constructor.

4. In consideration of the Contract Price mentioned herein to be paid by the Owner to the Contractor, the Contractor hereby covenants, to the Owner, to execute and complete such works and to remedy all defects therein in conformity in all respects with the provisions of this Contract;

5. The Owner hereby covenants to pay the Contractor in consideration of the execution and completion of such Works and the remedying of all defects therein, the Contract Price or such other sum as may become payable under the provisions of this Contract at the times and in the manner prescribed by the Contract.

6. The Contract Price shall be paid to the Contractor through the Government disbursement
procedures subject to the payment, retention money, and warranty provisions in the General Conditions of Contract, the Special Conditions of Contract, and the IRR of RA 9184;

7. The Contractor shall pay the Owner for liquidated damages (LD), and not by way of penalty, an amount equal to one-tenth (1/10) of one percent (1%) of the cost of the unperformed portion of the works for every day of delay. The Owner shall deduct the liquidated damages from payments or any money due or which may become due the Contractor under this Contract and/or collect such liquidated damages from the retention money or other securities posted by the Contractor whichever is convenient to the Owner. Once the cumulative amount of liquidated damages reaches ten percent (10%) of the amount of this Contract, the Owner shall rescind this Contract, without prejudice to other courses of action and remedies open to the Owner;

8. The Contractor shall post a Warranty Security valid for one (1) year from the date of Certificate of Final Acceptance issued by the Owner, in any of the following amounts and forms:

5% of the Contract Price Cash; or Letter of Credit issued by a Universal or Commercial Bank, if issued by a foreign bank, the LC shall be confirmed or authenticated by a Universal or Commercial Bank.
10% of the Contract Price Bank Guarantee confirmed by a Universal or Commercial Bank
30% of the Contract Price Surety Bond callable upon demand issued by the GSIS or any Surety or Insurance Company duly certified by the Insurance Commission.

IN WITNESS WHEREOF, the parties hereto have caused this Contract to be executed in accordance with the laws on the day and year first above written.

SIGNED, SEALED AND DELIVERED BY:

___________________________________ ______________________________________
OWNER CONTRACTOR

SIGNED IN THE PRESENCE OF:

___________________________________ _______________________________________
OWNER’S WITNESS CONTRACTOR’S WITNESS

REPUBLIC OF THE PHILIPPINES) CITY OF __________________ ) S.S.

ACKNOWLEDGMENT

BEFORE ME, a Notary Public for and in __________________, Philippines, this ___ day of ____________________, 2013, personally appeared:

GOVERNMENT ISSUED IDENTIFICATIONS
(Passport, Driver’s License, SSS, GSIS, Philhealth…IDs)
NAME NUMBER ISSUED ON ISSUED AT

OWNER __________________ ___________ ____________ ________________

CONTRACTOR __________________ ___________ ____________ ________________

Known to me and to me known to be the same persons who executed the foregoing instrument and acknowledged to me that the same is the free and voluntary act and deed of the entities which they respectively represent.

The foregoing instrument is a CONTRACT consisting of _____________ (__) pages (exclusive of attachments), including this page on which this acknowledgment is written and signed by the parties and their instrument witnesses on the left hand margin of each and every page hereof.

WITNESS MY HAND AND NOTARIAL SEAL, on the date and place first above written.

Notary Public
Until 31 December 2013

Doc. No. _______
Page No. _______ Book No. _______ Series of _______.

Section IX. Bidding Forms
Statement Identifying Bidder’s Single Largest Completed Contract Similar to the Contract to be Bid

Registered Business Name of Bidder: _____________________________
Business Address : ____________________________
Name of Contract/Location/Contract
Completion Period in calendar days and Date of Contract Owner’s Name, Address, Telephone Numbers Nature of Work Contractor’s Role Amount of Award, amount at completion, actual contract duration Date Awarded, Contract Effectivity Date, and Date completed
Description %
Government

Private

Note: The bidder shall support this statement with the duly signed Notice to Award or Notice to Proceed; and the duly signed Owner’s Certificate of Final Acceptance, or Certificate of Completion, or the Constructor’s Performance Evaluation Summary (CPES) Final Rating, which must be satisfactory. In addition, the bidder may attach herewith the duly signed Contracts, Agreements, POs, or Job Orders.

Submitted by: __________________________________
(Printed Name & signature)

Designation : __________________________________
Date : __________________________________

One of the technical documents required to be in the technical Component Envelope of a bidder is a statement indentifying the bidder’s single largest completed contract which similar in nature and complexity to the contract to be bid. This statement will show that the value of the prospective bidder’s largest single completed contract similar to the contract to be bid, adjusted to current prices using the NSO consumer price indices, must be at least fifty percent (50%) of the ABC to be bid: Provided, however, That contractors under Small A and B categories without similar experience on the contract to be bid may be allowed to bid if the cost of such contract is not more than fifty percent (50%) of the allowable range of contract cost (ARCC) of their registration based on the guidelines as prescribed by the PCAB.

Section IX. Bidding Forms
Statement of All Ongoing Government and Private Construction Contracts and Contracts Awarded but not yet started

Registered Business Name of Bidder: _____________________________
Business Address : ____________________________
Name of
Contract/Location/Project
Cost and Date of Contract Owner’s Name, Address, Telephone Numbers Nature of Work Contractor’s Role a. Date Awarded
b. Date Started
c. Date of completion % of Accomplishment Value of
Outstanding
Works
Description %
Planned Actual
Government

Private

Note: The bidder shall support this statement with the duly signed Notices to Award or Notices to Proceed. In addition, the bidder may also attach herewith the duly signed Contracts, Agreements, POs, or Job Orders.

Submitted by: __________________________________
(Printed Name & signature)

Designation : __________________________________
Date : __________________________________

One of the technical documents required to be in the technical Component Envelope of a prospective bidder is a list of all its ongoing contracts and contract awarded but not yet started.
In case of no ongoing contract, the bidder shall submit this duly signed form and indicate “No Ongoing Contracts” in this form preferably in the first column from the left.

Net Financial Contracting Capacity (NFCC) Form

A. Summary of the Contractor’s assets and liabilities on the basis of the attached audited financial statement, stamped “RECEIVED” by the Bureau of Internal Revenue or its duly accredited and authorized institutions [BIR authorized collecting agent], for the preceding calendar/tax year which should not be earlier than two (2) years from the date of bid submission.

Year 20__
1 Total Assets
2 Current Assets
3 Total Liabilities
4 Current Liabilities
5 Net Worth (1-3)
6 Net Working Capital (2-4)

B. The Net Financial Contracting Capacity (NFCC) based on the above data is computed as follows:

NFCC = K (current assets – current liabilities) minus value of all outstanding works under ongoing contracts including awarded contracts yet to be started.

NFCC = P ______________

K = 10 for a contract duration of one year or less, 15 for more than one year up to two years and 20 for more than two years

Herewith attached is a true copy of the audited financial statement: stamped “RECEIVED” by the BIR or BIR authorized collecting agent for the preceding calendar/tax year which should not be earlier than two (2) years from the date of bid submission.

Submitted by:

_____________________________________
Registered Business Name of Contractor

_____________________________________
Name and signature of Authorized Representative

Date : _________________________

Encl.: as stated

Joint Venture Agreement Form

KNOW ALL MEN BY THESE PRESENTS:

This JOINT VENTURE AGREEMENT is entered into this ____ day of ___________ 20___ by and between (use “among” if more than two parties) [state registered business name], a [corporation/partnership/sole proprietorship] duly organized and existing in accordance with the laws of the Philippines, with principal office address at ________________________, represented in this act by its [President/Chief Executive Officer/Proprietor/other designation], [state name of official representative], hereinafter referred to as the FIRST PARTY;

-and-

[state registered business name], a [corporation/partnership/sole proprietorship] duly organized and existing in accordance with the laws of the Philippines, with principal office address at __________________________________, represented in this act by its [President/chief Executive Officer/Proprietor/other designation], [state name of official representative], hereinafter referred to as the
SECOND PARTY;

NOW, THEREFORE, the Parties hereby agree as follows:

The parties agree to join together their manpower, equipment, and other resources needed for the purpose of joining the public bidding for works stated hereunder, of the Department of Education Region 1, Alaminos City Divsion and to undertake or perform the works if awarded the contract(s) in their capacity as a joint venture;

Name of Works/Project(s) Approved Budget for the Contract (ABC)

The Parties agree to be jointly and severally responsible and liable for the entire assignment.

The Parties agree that [state name of officer], [President/Chief Executive Officer/Proprietor/other designation] of the [state registered business name], shall be the authorized Official Representative of the Joint Venture, and is granted full power and authority to do, execute and perform any and all acts necessary and/or to represent the Joint Venture in the bidding, and if contract(s) is/are awarded, in the execution and performance of the contracts inclusive of the acts to accept and sign the notice(s) of award and the contract(s), and to collect and receive payment(s) as fully and effectively the Joint Venture may do and if personally present.

[The following paragraph is mandatory to joint ventures consisting of domestic bidder(s) and foreign member(s)]:

The Parties agree to make the following contributions to the Joint Venture:

Name of Party Contributions Value in percentage (%) in the Joint Venture Resources
First Party
Second Party

The Parties agree that this Joint Venture Agreement shall remain in effect only for the above stated public bidding and works or project(s) until terminated by the parties.

IN WITNESS WHEREOF, the parties hereto have executed this Joint Venture Agreement on the day and year first above written.

FIRST PARTY: SECOND PARTY:

_________________________________________ __________________________________________
[State name and designation] [State name and designation]

SIGNED IN THE PRESENCE OF:

[Signature over printed name] [Signature over printed name]
__________________________________________ _____________________________________________
[First Party’s Witness] [Second Party’s Witness]

REPUBLIC OF THE PHILIPPINES) S.S.
CITY OF ___________________)

ACKNOWLEDGMENT

BEFORE ME, a Notary Public in and for ______________, ______________, Philippines, this _____ day of __________, 20__, personally appeared:

GOVERNMENT ISSUED IDENTIFICATIONS (Passport, Driver’s License, SSS,
GSIS, Philhealth… IDs)
Name Number Issued on Issued at

____________________________ __________ __________ _______________
(First Party)

____________________________ __________ __________ _______________
(Second Party)

The foregoing instrument is a JOINT VENTURE AGREEMENT consisting of _____ pages including this page on which this acknowledgement is written and signed by the parties and their instrument witnesses on the left hand margin of each and every page hereof.

WITNESS MY HAND AND SEAL on the date and place first above written.

________________________________
NOTARY PUBLIC
Until December 31, 20__

Doc. No.: _____
Page No.: _____
Book No.: _____
Series of 20__

Bid Security Form (Bank Guarantee)
[Bidders should refer to Section III, BDS 18.1 if applicable]

WHEREAS, [insert name of Bidder] (hereinafter called the “Bidder”) has submitted its bid dated [insert date] for
the [insert name of contract] (hereinafter called the “Bid”).

KNOW ALL MEN by these presents that We [insert name of Bank] of [insert name of Country] having our registered office at [insert address] (hereinafter called the “Bank” are bound unto DEPARTMENT OF EDUCATION Alaminos City Division (hereinafter called the “Entity”) in the sum of [insert amount in words and in figures] for which payment well and truly to be made to the said Entity; the Bank binds itself, its successors and assigns by these presents to this Guarantee.

SEALED with the Common Seal of the said Bank this _____ day of ____ 20__

THE CONDITIONS of this obligation are:

1. If the Bidder:
(a) withdraws its/his/her Bid during the period of bid validity specified in its Financial Bid Form; or
(b) does not accept the correction of arithmetical errors of its bid price in accordance with the Instructions to Bidder; or
(c) fails to submit, within the prescribed period, any of these requirements, i.e., Tax Clearance per E.O. 398 s. of 2005, latest Income and Business tax returns, the Certificate of PhilGEPS Registration, appropriate licenses and permits required by law or the bidding documents, or a finding against the veracity of said documents; or

2. If the Bidder commits or committed any of the following acts:
(a) submission of eligibility requirements containing false information or falsified documents; or
(b) submission of bids that contain false information or falsified documents, or the concealment of such information in the bids in order to influence the outcome of eligibility screening or any other stage of the public bidding; or
(c) allowing the use of one’s name, or using the name of another for purposes of public bidding; or
(d) withdrawal of a bid, or refusal to accept an award, or enter into contract with the Government without justifiable cause, after the Bidder had been adjudged as having submitted the Lowest Calculated and Responsive Bid; or
(e) refusal or failure to post the required performance security within the prescribed time; or
(f) refusal to clarify or validate in writing its bid during post-qualification within a period of seven (7) calendar days from receipt of the request for clarification; or
(g) any documented attempt by a bidder to unduly influence the outcome of the bidding in his favor; or
(h) failure of the potential joint venture partners to enter into the joint venture after the bid is declared successful; or
(i) all other acts that tend to defeat the purpose of the competitive bidding, such as habitually withdrawing from bidding, submitting late Bids or patently insufficient bid, for at least three (3) times within a year, except for valid reasons; or

3. If the Bidder having been notified of the acceptance of its bid by the Procuring Entity during the period of bid validity:

(a) fails or refuses to execute the Contract in accordance with the Instructions to Bidders, if required; or
(b) fails or refuses to furnish the Performance Security in accordance with the Instructions to Bidders.

We undertake to pay to the Entity up to the above amount upon receipt of its first written demand, without the
Entity having to substantiate its demand, provided that in its demand the Entity will note that the amount claimed by the Entity is due to the Entity owing to the occurrence of one or both of the two (2) conditions, specifying the occurred condition or conditions.

This Guarantee will remain in force up to and including the date (insert no. of days) calendar days after the deadline for submission of Bids as such deadline is stated in the Instructions to Bidders or as it may be extended by the Entity, notice of which extension(s) to the Bank is hereby waived. Any demand in respect of this Guarantee should reach the Bank not later than the above date.

DATE : ________________________
SIGNATURE OF THE BANK _________________________
SEAL _________________________
WITNESS : _______________________

________________________________
(Signature, Name and Address)

Bid Security Form (Irrevocable Letter of Credit)

[Bidders should refer to Section III, BDS 18.1 if applicable]

Place and Date of Issue: [Insert place and date]

Issued to: The Department of Education
DepEd Alaminos City Division
San Jose Drive, Alaminos City
Pangasinan

Dear Sir/Madam:

WHEREAS, [insert registered business name of Bidder] (hereinafter called the “Bidder”) intends to submit its bid(s) for the public bidding of your [insert name of contract/project], submission and opening of bid(s) shall be conducted on [insert date of bid submission and opening] as indicated in your bidding documents for the contract/project;

WHEREAS, it has been stipulated by you in your bidding documents that the Bidder shall furnish you with an
Irrevocable Letter of Credit issued by a recognized bank for the sum specified therein as bid security;

In consideration of the above-mentioned “Bidder” and its/his/her bid(s), we, hereinafter called the “Bank,” hereby establish our Irrevocable Letter of Credit No. _________, in favor of the herein mentioned Department of Education Regional Office of Region __, up to the aggregate amount of [Insert amount in words and in figures], available and payable by us in whole amount to said Department of Education upon your presentation to this “Bank” of:

1. Your first written demand, duly signed by your Schools Division Superintendent or your Bids and Awards Committee Chairperson, without the necessity on your part to substantiate your demand, provided that in your demand you will note that total amount of the bid security claimed by the Department of Education, Alaminos City Division is due to said Department of Education owing to the occurrence of one or any of the following conditions:

I. If the Bidder:

(a) withdraws his Bid during the period of bid validity specified in its Financial Bid Form; or

(b) does not accept the correction of arithmetical errors of its bid price in accordance with the Instructions to Bidder; or

(c) fails to submit, within the prescribed period, any of these requirements, i.e., Tax Clearance per E.O. 398 s. of 2005, latest Income and Business tax returns, the Certificate of PhilGEPS Registration, appropriate licenses and permits required by law or the bidding documents, or a finding against the veracity of any of said documents; or

II. If the Bidder commits or committed any of the following acts:

(a) submission of eligibility requirements containing false information or falsified documents; or

(b) submission of bids that contain false information or falsified documents, or the concealment of such information in the bids in order to influence the outcome of eligibility screening or any other stage of the public bidding; or

(d) withdrawal of a bid, or refusal to accept an award or enter into contract with the Government without justifiable cause, after the Bidder had been adjudged as having submitted the Lowest Calculated and Responsive Bid; or

(e) refusal or failure to post the required performance security within the prescribed time; or

(f) refusal to clarify or validate in writing its bid during post-qualification within a period of seven
(7) calendar days from receipt of the request for clarification; or

(g) any documented attempt by a bidder to unduly influence the outcome of the bidding in
its/his/her favor; or

(h) failure of the potential joint venture partners to enter into the joint venture after the bid is declared successful; or

(i) all other acts that tend to defeat the purpose of the competitive bidding, such as habitually withdrawing from bidding, submitting late Bids or patently insufficient bid, for at least three (3) times within a year, except for valid reasons.

III. If the Bidder having been notified of the acceptance of its bid by the Procuring Entity during the period of bid validity:

(a) fails or refuses to execute the Contract in accordance with the Instructions to Bidders, if required; or

(b) fails or refuses to furnish the Performance Security in accordance with the Instructions to Bidders.

This Irrevocable Letter of Credit will remain in force up to and including the date (insert no. of days) calendar days after the deadline for submission of Bids stated in the Bidding Documents or as said deadline is stated in the Instructions to Bidders or as it may be extended by the Department of Education herein mentioned, notice of which extension(s) to the Bank is hereby waived. Any demand in respect of this Irrevocable Letter of Credit should reach the Bank not later than the above date.

DATE : ________________________ SIGNATURE OF THE BANK _________________________

SEAL _________________________

WITNESS :

________________________________
(Signature, Name and Address)

Bid Securing Declaration

REPUBLIC OF THE PHILIPPINES ) CITY OF _______________________ ) S.S.
x—————————————————x
BID SECURING DECLARATION

Project No.: [Insert project number]
Name of the Project: [Insert name of project]

To: The Schools Division Superintendent
DepEd Alaminos City Division San Jose Drive, Alaminos City
Pangasinan

Attention:

The Chairperson
Bids and Awards Committee (BAC)

I/We1, the undersigned, declare that:

1. I/We understand that, according to your conditions, bids must be supported by a Bid Security, which may be in the form of a Bid-Securing Declaration.

2. I/We accept that: (a) I/we will be automatically disqualified from bidding for any contract with any procuring entity for a period of two (2) years upon receipt of your Blacklisting Order; and, (b) I/we will pay the applicable fine provided under Section 6 of the Guidelines on the Use of Bid Securing Declaration, within fifteen (15) days from receipt of the written demand by the procuring entity for the commission of acts resulting to the enforcement of the bid securing declaration under Sections 23.1(b), 34.2, 40.1 and 69.1, except 69.1(f), of the IRR of RA 9184; without prejudice to other legal action the government may undertake. [Revised thru GPPB Res. 15-2014 dated June 20, 2014]

3. I/We understand that this Bid-Securing Declaration shall cease to be valid on the following circumstances:

(a) Upon expiration of the bid validity period, or any extension thereof pursuant to your request;

(b) I am/we are declared ineligible or post-disqualified upon receipt of your notice to such effect, and (i) I/we failed to timely file a request for reconsideration or (ii) I/we filed a waiver to avail of said right;

(c) I am/we are declared as the bidder with the Lowest Calculated and Responsive Bid, and I/we have furnished the performance security and signed the Contract.

1 Select one and delete the other. Adopt same instruction for similar terms throughout the document.
2 Issued by the GPPB through GPPB Resolution 03-2012 on 27 January 2012.

-proceed to next page for continuation of the Bid Securing Declaration-

IN WITNESS WHEREOF, I/We have hereunto set my/our hand/s this ____ day of [month] [year] at [place of execution].

[Insert NAME OF BIDDER’S
AUTHORIZED REPRESENTATIVE]
[Insert signatory’s legal capacity]
Affiant

SUBSCRIBED AND SWORN to before me this __ day of [month] [year] at [place of execution], Philippines. Affiant/s is/are personally known to me and was/were identified by me through competent evidence of identity as defined in the 2004 Rules on Notarial Practice (A.M. No. 02-8-13-SC). Affiant/s exhibited to me his/her [insert type of government identification card used], with his/her photograph and signature appearing thereon, with no. ______ and his/her Community Tax Certificate No. _______ issued on ______ at ______.

Witness my hand and seal this ___ day of [month] [year].

NAME OF NOTARY PUBLIC
Serial No. of Commission ___________
Notary Public for ______ until _______
Roll of Attorneys No. _____
PTR No. __, [date issued], [place issued] IBP No. __, [date issued], [place issued]

Doc. No. ____
Page No. ____
Book No. ____
Series of ____.

Contractor’s Organizational Chart for the Contract

The Bidder shall submit its Organizational Chart that it intends to use to perform the works if awarded the contract(s). The Bidder shall indicate in the chart the names of the Project Manager, Project Engineer, Structural Engineer, Materials Engineer, Foremen, and other key personnel necessary to perform the works.

Attach the required Proposed Organizational Chart for the Contract as stated above

Submitted by : [Insert registered business name of bidder]
: ________________________________________________________ (Signature over printed of Contractor’s authorized representative)
Designation : ______________________________
Date : ______________________________

1. This organization chart should represent the “Contractor’s Organization” required to perform the contract(s) or works to be bid if awarded the same, and not the organizational chart of the entire firm.

2. Each of the nominated project manager/engineers/other key personnel shall comply with and submit the “Bio-data” and the “List and Qualification of Key Personnel Proposed to be Assigned to the Contract” using the forms provided in Section IX, Bidding Forms.

3. All of these are required to be in the Technical Document envelope of the Bidder.

Section IX. Bidding Forms
List and Qualification of Key Personnel Proposed to be Assigned to the Contract(s)

Business Name of Bidder : _____________________________
Business Address : _____________________________

Project Manager Project Engineer Materials Engineer Foreman/Foremen Construction Safety and Health Personnel [Other key personnel deemed required by the Bidder]
1. Name
2. Address
3. Date of Birth
4. Employed since
5. Experience
6. Previous Employment
7. Highest Education
8. Valid PRC License No.

Note: Attach individual “Bio Data” of all the above-named engineers and personnel; and copies of the valid PRC Licenses of those who are engineers or professionals.

Submitted by: _____________________________________________________
(Printed Name & signature of bidder’s authorized representative)

Designation: __________________________________
Date : __________________________________

One of the technical documents required to be in the technical Component Envelope of the bidder is a list of bidder/contractor’s key personnel, (viz, Project Manager, Project Engineer, Materials Engineer, and Foremen) to be assigned to the contract(s) to be bid in case of award, with their complete qualification and experience data.

Bio Data

The Bidder shall attach the “Bio Data” of each of the project manager, project engineer, materials engineer, foremen, and other key personnel named in its “Contractor’s Organizational Chart for the Contract.”

Project Manager/Project Engineer/Materials Engineer/ Other Key Personnel [select one and delete the others]

1. Name : ____________________________________

2. Date of Birth : ____________________________________

3. Nationality : ____________________________________

4. Education and Degree
Attained : ____________________________________

5. Specialization : ____________________________________

6. Valid License/Registration No. : ____________________________________

7. Length of Service with the
8. Bidder-Contractor : ____________________________________

9. Years of Experience : ____________________________________

10. Previous Employers:

Name and Address of Previous Employers Length of Service

________________________________ ___ years, from __________ to ____________
________________________________ ___ years, from __________ to ____________ ________________________________ ___ years, from __________ to ____________

_____________________________________
[Signature over printed name of Project Manager/Project Engineer/ Materials Engineer/Key Personnel-select one and delete the others]
Date: _____________, 20____

Section IX. Bidding Forms
List of Equipment, Owned or Leased and/or under Purchase Agreements, Pledged to the Proposed Contract

Registered Business Name of Bidder: ___________________________________________________
Business Address : ___________________________________________________
___________________________________________________
Description Model/Year Capacity / Performance / Size Plate No. Motor No. / Body No. Location Condition Proof of
Ownership / Lessor or Vendor
A. Owned
i.
ii.
iii.
iv.

B. Leased
i.
ii.
iii.
iv.

C. Under Purchase Agreements
i.
ii.
iii.
iv.
v.
List of minimum equipment required for the project:

Submitted by : _________________________________________________________
(Printed Name and Signature of bidder’s authorized representative)
Designation : _________________________________________________________
Date : _________________________________________________________
One of the requirements from the bidder to be included in its Technical Envelope is the list of its equipment units pledged for the contract to be bid, which are owned (supported by proof/s of ownership), leased, and/or under purchase agreements (with corresponding engine numbers, chassis numbers and/or serial numbers), supported by certification of availability of equipment from the equipment lessor/vendor for the duration of the project.

Omnibus Sworn Statement
Republic of the Philippines)
City/Municipality of _____ ) S.S.

A F F I D A V I T

I, [Name of Affiant], of legal age, [Civil Status], [Nationality], and residing at [Address of Affiant], after having been duly sworn in accordance with law, do hereby depose and state that:

1. Select one, delete the other:

If a sole proprietorship: I am the sole proprietor of [Name of Bidder] with office address at [address of Bidder];

If a partnership, corporation, cooperative, or joint venture: I am the duly authorized and designated representative of [Name of Bidder] with office address at [address of Bidder];

2. Select one, delete the other:

If a sole proprietorship: As the owner and sole proprietor of [Name of Bidder], I have full power and authority to do, execute and perform any and all acts necessary to represent it in the bidding for [Name of the Project] of the [Name of the Procuring Entity];

If a partnership, corporation, cooperative, or joint venture: I am granted full power and authority to do, execute and perform any and all acts necessary and/or to represent the [Name of Bidder] in the bidding as shown in the attached [state title of attached document showing proof of authorization (e.g., duly notarized Secretary’s Certificate issued by the corporation or the members of the joint venture)];

3. [Name of Bidder] is not “blacklisted” or barred from bidding by the Government of the Philippines or any of its agencies, offices, corporations, or Local Government Units, foreign government/foreign or international financing institution whose blacklisting rules have been recognized by the Government Procurement Policy Board;

4. Each of the documents submitted in satisfaction of the bidding requirements is an authentic copy of the original, complete, and all statements and information provided therein are true and correct;

5. [Name of Bidder] is authorizing the Head of the Procuring Entity or its duly authorized representative(s) to verify all the documents submitted;

6. Select one, delete the rest:

If a sole proprietorship: I am not related to the Head of the Procuring Entity, members of the Bids and Awards Committee (BAC), the Technical Working Group, and the BAC Secretariat, the head of the Project Management Office or the end-user unit, and the project consultants by consanguinity or affinity up to the third civil degree;

If a partnership or cooperative: None of the officers and members of [Name of Bidder] is related to the Head of the Procuring Entity, members of the Bids and Awards Committee (BAC), the Technical Working Group, and the BAC Secretariat, the head of the Project Management Office or the enduser unit, and the project consultants by consanguinity or affinity up to the third civil degree;

If a corporation or joint venture: None of the officers, directors, and controlling stockholders of [Name of Bidder] is related to the Head of the Procuring Entity, members of the Bids and Awards Committee (BAC), the Technical Working Group, and the BAC Secretariat, the head of the Project Management Office or the end-user unit, and the project consultants by consanguinity or affinity up to the third civil degree;

7. [Name of Bidder] complies with existing labor laws and standards; and

Section IX. Bidding Forms
8. [Name of Bidder] is aware of and has undertaken the following responsibilities as a Bidder:

a) Carefully examine all of the Bidding Documents;

b) Acknowledge all conditions, local or otherwise, affecting the implementation of the Contract;

c) Made an estimate of the facilities available and needed for the contract to be bid, if any; and

d) Inquire or secure Supplemental/Bid Bulletin(s) issued for the [Name of the Project].
9. [Name of Bidder] did not give or pay directly or indirectly, any commission, amount, fee, or any form of consideration, pecuniary or otherwise, to any person or official, personnel or representative of the government in relation to any procurement project or activity.

IN WITNESS WHEREOF, I have hereunto set my hand this __ day of ___, 20__ at ____________, Philippines.

_____________________________________ Bidder’s Representative/Authorized Signatory

SUBSCRIBED AND SWORN to before me this _____ day of ________ 20__ in
_________________________, Philippines. Affiance exhibiting to me his/her (passport, driver’s license, Professional Regulations Commission ID, NBI clearance, police clearance, postal ID, voter’s ID, Barangay certification, GSIS e-card, SSS card, Philhealth card, senior citizen card, Overseas Workers Welfare Administration (OWWA) ID, OFW ID, or seaman’s book) No. ______________ issued on _________, 20___ at _____________________.

_____________________________
Notary Public
Until December 31, 20____

Doc. No.: ________
Book No.: ________
Page No. : _______
Series of : ________

Section IX. Bidding Forms
Manpower Utilization Schedule

Manpower Category Months
1 2 3 4

Contractor’s name: Name of the Procuring Entity: Contract/Project Name:

Submitted by : _____________________________________________________
(Signature over printed of Contractor’s authorized representative)
Designation : ______________________________
Date : ______________________________

171
Construction Schedule and S-Curve

Procuring Entity :
Contract/Project : _____________________________________________
Location : _____________________________________________

Item No. Item Description Month 1 Month 2 Month 3 Month 4
1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4

Submitted by : _________________________________________________________
(Signature over printed name of Contractor’s authorized representative)
Designation : ______________________________
Date : ______________________________
Contractor : (insert registered business name)

Section IX. Bidding Forms
Outline: Narrative Description of Construction Methods
Procuring Entity: __________________________
Contract : __________________________
Location : __________________________

OUTLINE: NARRATIVE DESCRIPTION OF CONSTRUCTION METHODS

1.0 INTRODUCTION

Refer to Bidding, etc.

2.0 BRIEF DESCRIPTION OF CONTRACT WORKS

State general features of contract works. Use tables as necessary.

3.0 CONSTRUCTION METHODS AND PROCEDURES

3.1 Methodology or General Approach

State general approach in construction in terms of use of equipment-intensive or laborbased methods, any special technique(s), method(s) or procedure(s) to ensure completion on time and quality of construction financing the project, etc.

3.2 Program of Work

CPM, Progress Bar Schedule and Development Schedules submitted.

3.3 Financial Program

Cash flow schedules, provision for working capital, schedule of receipts, etc.

Submitted by : ________________________________________________
(Printed Name and Signature of Contractor’s Representative)
Designation : ______________________________
Date : ______________________________
Contractor : (insert registered business name)

Equipment Utilization Schedule

/Equipment/Category Months
1 2 3 4

Contractor’s name:

Name of the Procuring Entity: Contract/Project Name:

Submitted by : _________________________________________________
(Printed Name and Signature of Contractor’s Representative)
Designation : ______________________________
Date : ______________________________
Materials Delivery/Utilization Schedule

Materials Description, Size, and
Quantity Month 1 Month 2 Month 3 Month 4
W1 W2 W3 W4 W1 W2 W3 W4 W1 W2 W3 W4 W1 W2 W3 W4

Submitted by:

Name and Signature : _________________________________
Position/Designation : _________________________________
Date : _________________________________

CASH FLOW BY QUARTER AND PAYMENT SCHEDULE

PARTICULAR %WEIGHT 1ST QUARTER 2ND QUARTER 3RD QUARTER 4TH QUARTER
ACCOMPLISHMENT
CASH FLOW
CUMMULATIVE ACCOMPLISHMENT
CUMMULATIVE CASH FLOW

Submitted by:

__________________________
Name of Representative Date: ____________________

__________________________
Position

__________________________
Name of Bidder

Construction Safety and Health Program

General Description of the Construction Safety and Health Program

The Bidder is to provide a narrative description that summarizes its Construction Safety and Health Program according to the requirements of the Department of Labor and Employment (DOLE). It shall be responsive to the minimum safety requirements defined in the Bid Documents.
Elements of the Construction Safety and Health Program

The Bidder is to declare in narrative form, how it intends to tackle the basic elements of a Construction Safety, beginning with an understanding of the safety needs of the project, to protect its workers and their parties as well. An assignment of a Safety Officer depending on DOLE Requirements, provisions for warning signs and protective gears for all workers must be included. Safety in scheduling work activities and the adoption of appropriate construction procedures including equipment utilization and deployment of manpower are all associated with construction safety, and must be addressed.
I. Bidders Summarized Safety Program (Sample Only)
Safety Requirements Safety Applications Frequency
Submission of a Construction Safety and Health Program Submission during the pre-construction conference and for approval of the Employer To be observed during the entire duration of the project
Assignment of a Permanent
Construction Safety Officer For approval of the Employer From mobilization to
demobilization
Provisions for Safety Signage(s) At strategic locations such as the entrance to the construction premises, at points where there is deep excavation, etc. etc. To be installed for the entire duration of the contract
Provisions for Safety Gears Worker’s uniforms, hard hats, safety belts, safety shoes, welder’s goggles, dust masks and aprons. Depending on the construction schedule
Construction Safety Meetings For approval of the Employer Preferably twice a month
Updating and assessment of the Construction Safety and Health
Program Based on the program approved by the Employer Preferably at every end of the month

Submitted by : [Insert registered business name of Contractor]
: _________________________________________________
(Printed Name and Signature of Contractor’s Representative)
Designation : ______________________________
Date
: ______________________________

[LETTERHEAD OF ISSUING BANK]

FORM OF PERFORMANCE SECURITY

BANK GUARANTEE

To: [Name of PROCURING ENTITY]
[Address of PROCURING ENTITY]

WHEREAS, [name and address of contractor] (hereinafter called the “Contractor”) has undertaken, in pursuance
of Contract No. [insert number] dated [insert date] to execute [name of Contract and brief description of Works] (hereinafter called the “Contract”);

AND WHEREAS, it has been stipulated by you in the said Contract that the contractor shall furnish you with a Bank Guarantee by a recognized bank for the sum specified therein as security for compliance with contractor’s obligations in accordance with the Contract;

AND WHEREAS, we have agreed to give the contractor such a Bank Guarantee;

NOW THEREFORE, we hereby affirm that we are the Guarantor and responsible to you, on behalf of the contractor, up to a total of [insert amount of Guarantee in figures and in words]1 such sum being payable in the types and proportions of currencies in which the Contract Price is payable, and we undertake to pay you, upon your first written demand declaring the Contractor in default under the Contract and without cavil or argument, any sum or sums within the limits of [amount of Guarantee] as aforesaid without your needing to prove or to show grounds or reasons for your demand for the sum specified therein.

We further agree that no change or addition to or other modification of the terms of the Contract or of the Works to be performed thereunder or of any of the Contract documents which may be made between you and the contractor shall in any way release us from any liability under this Guarantee, and we hereby waive notice of any such change, addition, or modification.

This Guarantee shall be valid from ________________________ until issuance by you of the Certificate of Final Acceptance.

Signature and seal of the Guarantor :
Name of Bank : _____________________________________________________
Address: _____________________________________________________
Date: _____________________________________________________

Checklist of the Eligibility-Technical and the Financial Component Documents for Bidders

I. Technical Component Envelope
Eligibility Requirements
Class “A” Documents
1 Registration Certificate from the Securities and Exchange Commission (SEC), Department of Trade and Industry (DTI) for sole proprietorship, or Cooperative Development Authority (CDA) for cooperatives, or any proof of such registration as required in the BDS;
2 Mayor’s permit issued by the City or Municipality where the principal place of business of the prospective bidder is located;
3 Duly signed Statement of all ongoing government and private contracts including contracts awarded but not yet started [refer to Section III, BDS 12.1 (a)(iii) in case of ongoing contract]; submit also the following in this envelope:
a. copies of the corresponding notices of award and/or notices to proceed; 4 Duly signed Statement Identifying Bidder’s Single Largest Completed Contract
a. Must indicate a single contract, similar to the contract to be bid, in an amount equivalent to at least fifty percent (50%) of the ABC to be bid pursuant to Section III, BDS Clause 5.4;
b. Submit also the following inside this envelope:
b.1. copy of the corresponding notice of award or notice to proceed; and
b.2. copy of owner’s certificate of final acceptance or certificate of completion and, whenever applicable, the Constructor’s Performance Evaluation Summary (CPES) final rating, which must be satisfactory;
5 Valid Philippine Contractors Accreditation Board (PCAB) license and registration for the type and cost of the
Contract for this Project;
For joint ventures, a valid PCAB license and registration specifically issued for the joint venture in accordance with Section 38 of R.A. 4566;
6 Audited Financial Statements stamped “received” by the Bureau of Internal Revenue (BIR) or its duly accredited and authorized institutions, for the preceding calendar year which should not be earlier than two
(2) years from the date of bid submission;
7 Duly signed Computation of Net Financial Contracting Capacity (NFCC) which shall be at least equal to the ABC to be bid pursuant to ITB 5.5;
8 Tax Clearance per E.O. No. 398, series 2005, as finally reviewed and approved by the BIR;

Class “B” Documents
9 If applicable, valid and duly signed Joint Venture Agreement (JVA) in case the Joint Venture is already in existence, or a duly notarized statements from all the potential joint venture members stating that they will enter into and abide by the provisions of the JVA in the instance that the bid is successful pursuant to ITB Clause 12.1(a)(vii); members of the JVA or the intended JVA shall also submit the documents mentioned in ITB 24.6;
Technical Documents
10 Original Bid Security or original Bid Securing Declaration in accordance with ITB Clause 18 and BDS 18.1.

11 Project requirements, which shall include the following: a. Organization Chart for the contract to be bid;
b. List of contractor’s personnel to be assigned to the contract to be bid, with their complete qualification and experience data, viz: Project Manager, Project Engineer, Materials Engineer, and
Foremen; [Refer to List and Qualification of Key Personnel…form and the Bio Data form in Section IX]
c. List of contractor’s equipment units, which are owned, leased, and/or under purchase agreements, supported by certification of availability of equipment from the equipment lessor/vendor for the duration of the project;
12 Original and duly signed Omnibus Sworn Statement (OSS) in accordance with Section IX, Bidding Forms, in case of corporation, partnerships, joint venture, or cooperative, submit also the following:
a. Notarized Secretary’s Certificate (refer to paragraph no. 2 of the OSS)

NUMBER OF COPIES OF ELIGIBILITY – TECHNICAL COMPONENT IN SEPARATE ENVELOPES:
 One (1) Original and
 One (1) additional copy

Checklist of the Eligibility-Technical and the Financial Component Documents for Bidders

II. Financial Component Envelope

Mandatory Requirements:
1 Original duly signed and priced Financial Bid Form
2 Original duly signed and priced Program of Works
3 Original duly signed and priced Bill of Quantities

Optional Requirement:
4 Soft copy in compact disc (CD) or flash drive of the duly priced Bill of Quantities and Program of Works using Microsoft Excel.

NUMBER OF COPIES OF FINANCIAL COMPONENT IN SEPARATE ENVELOPES:
 One (1) Original and
 One (1) additional copy

The Bidder is responsible to double check the full description of above requirements in the bidding documents issued by the Procuring Entity.

The Bidders are required to provide a Table of Contents and corresponding tab/label for each submitted technical and financial components to help ensure completeness of submission by the bidders and facilitate examination by the BAC.

III. To facilitate the post-qualification, the bidder at its option may submit in advance, i.e., on the deadline for submission and receipt of bids, the documents below as required in Section II, ITB Clause 28.2, in a separate envelope as follows:

1 Latest income and business tax returns in the following form:
a. Printed copies of the electronically filed latest Income Tax and Business Tax Returns with a copy of their respective Payment Confirmation forms for the immediate preceding calendar/tax year from the authorized agent bank;

2 Valid Certificate of PhilGEPS Registration

However, non-submission of these documents in advance will not disqualify the bidder during the opening and examination of bids.
The envelope shall be marked:
 ITB 28.2. Documents
 Name of Project : _____________________________
 Bid Opening Date: _____________________________
 Name of Bidder : ______________________________

NOTICE OF AWARD [sample form]
__________, 20__
Mr./Ms. _____________
[Designation]
[Registered Business Name]
[Complete Address] [Tel./Fax Nos.]

Project: [Insert name of Project]
[Insert Project no.]

Dear Mr./Ms._________:

We are pleased to notify you that your bid(s) for the Project, is/are hereby accepted in the total amount of PHILIPPINE PESOS ______________________________________________ (Php_______.00) ONLY with the following details:

Lot No. Project Description Location Contract Duration Contract Amount
1 Repairs of Classrooms – Billeting for Lucap ES (20 CL), Sabangan ES (9 CL) & Bued ES (11 CL) Lucap, Sabangan & Bued
Alaminos City
(Insert complete address of school sites) 120, 90 & 90 calendar days PhP 12,562,628.81

Kindly affix your signature on the space provided below to indicate your acceptance of this notice and the bid price(s) after having been evaluated in accordance with the issued Bidding Documents. You are hereby required to enter into a formal contract with us and submit a Performance Security in any of the following forms within ten (10) calendar days from receipt of this notice:

a. Ten percent (10%) of the total contract price in the form of cash; cashier’s check, or manager’s check issued by a universal or commercial bank; bank draft, bank guarantee or irrevocable letter of credit issued by a universal or commercial bank, provided, that it shall be confirmed or authenticated by a universal or commercial bank if issued by a foreign bank; the performance security shall be callable on demand without the necessity on our part to substantiate our demand or prove or show grounds or reasons for our demand for the total sum specified herein.

Failure to enter into a contract with us or submit the Performance Security shall constitute a sufficient ground for cancellation of this award, forfeiture of your bid security or enforcement of your Bid Securing Declaration, and imposition of appropriate sanctions.

Please return the original copy of this Notice to the DepED Alaminos City Division through its BAC Secretariat located at _______________ within two (2) days from date of your receipt hereof in accordance with ITB 30.2 of the Bidding Documents.
Very truly yours,

____________________________________
[Insert Name and Designation of Head of the
Procuring Entity]
CONFORME:
________________________
(Signature Over Printed Name)
_____________________________
(Designation and Name of Company)
________________________
(Date)
Encl.: Contract

NOTICE TO SUBMIT CONSTRUCTION DOCUMENTS [sample form]

___________, 20___

Mr./Ms. _____________
[Designation]
[Registered Business Name]
[Complete Address]
[Tel./Fax Nos.]

Subject: Award of Lot No. ______ in the amount of PhP________.00
to your Firm

Project: [Insert name and no. of Project]

Dear ____________:

Pursuant to Section III, Bid Data Sheet (BDS) ITB Clause 31.4 of the Bidding Documents issued for the Project, the following documents, which form part of your signed contract, shall be submitted by your firm as the successful bidder within ten (10) days from your receipt of the Notice of Award:

1. Construction Schedule and S-Curve
2. PERT/CPM
3. Manpower Utilization Schedule 4. Construction Method
5. Equipment Utilization Schedule
6. Construction Safety and Health Program approved by the Department of Labor and Employment

Please submit also the Materials Delivery/Utilization Schedule pursuant to SCC 6.1.

Kindly submit said documents to the BAC Secretariat at [Insert complete address and contact nos.] c/o Mr./Ms._____________.

Please be guided accordingly.

Very truly yours,

__________________________
HOPE, Head of Implementing Unit or
Assigned Engineer

Envelope Sealing Illustration
SEALING AND MARKING OF BIDS
(Three (3) Envelope System)

ORIGINAL / COPY NO. ________
[BIDDER’S COMPANY NAME]
[COMPANY’S OFFICE ADDRESS]
PUBLIC BIDDING: [PROJECT TITLE]
BIDDING FOR __[no.]__:__[item description]__(if applicable)
THE CHAIRPERSON
BIDS AND AWARDS COMMITTEE
DEPARTMENT OF EDUCATION
ALAMINOS CITY DIVISION
ALAMINOS CITY, PANGASINAN
[VENUE OF BID OPENING]

BILL OF QUANTITIES

School: BUED ELEMENTARY SCHOOL Approved Budget for Contract: PHP 2,739,365.69
School ID: 101175
Region: I
Division: ALAMINOS CITY
Project Title: Completion Period: 90 calendar days
REPAIR AND REHABILITATION OF SCHOOL BUILDINGS – 11 CLASSROOOMS Minimum Required Manpower:
General Foreman Electrician Painter
Carpenter Welder Helper
Mason Tinsmith
Plan: Minimum Required Equipment:
Location: BUED, ALAMINOS CITY, PANGASINAN One Bagger Mixer Welding Machine Hand Tools
Bar Cutter Concete Vibrator

Item I.D. Item Description % of Total Unit Quantity Total Cost Remarks

I. DIRECT COST
General Requirements lot 1.00
LGU BLDG ONE (1) CLASSROOM BUILDING (7m x 8m)
5 Masonry Wall sq.m 16.20
6 Doors and Windows lot 1.00
9 Carpentry Works sq.m 98.28
10 Electrical Works lot 1.00
11 Plumbing Works lot 1.00
12 Sanitary Works lot 1.00
13 Painting Works lot 413.72
14 Tile Works pc 140.00
DECS ONE (1) CLASSROOM BUILDING (7m x 8m)
6 Doors and Windows lot 1.00
7 Steel Works kg 1,370.25
8 Roofing Works m 120.40
9 Carpentry Works sq.m 94.12
10 Electrical Works lot 1.00
11 Plumbing Works lot 1.00
12 Sanitary Works lot 1.00
13 Painting Works sq.m 283.56
14 Tile Works pc 140.00
LGU (1) CLASSROOM BUILDING (6m x 10m)
6 Doors and Windows lot 1.00
9 Carpentry Works sq.m 96.44
10 Electrical Works lot 1.00
11 Plumbing Works lot 1.00
12 Sanitary Works lot 1.00
13 Painting Works sq.m 409.00
14 Tile Works pc 140.00
DEPED STANDARD THREE (3) CLASSROOM BUILDING (7m x 9m)
5 Masonry Works sq.m 5.00
6 Doors and Windows set 24.00
9 Carpentry Works sq.m 282.36
10 Electrical Works lot 1.00
11 Plumbing Works lot 1.00
12 Sanitary Works lot 1.00
13 Painting Works sq.m 513.60
14 Tile Works pc 360.00
HOME ECONOMICS BLDG. (8m x 10m)
2 Concreting Works cu.m 2.40
3 Rebar Works kg 50.51
5 Masonry Works sq.m 5.00
6 Doors and Windows set 10.00
7 Steel Works kg 1,052.25
8 Roofing Works sq.m 91.50
9 Carpentry Works sq.m 174.50
10 Electrical Works lot 1.00
11 Plumbing Works lot 1.00
12 Sanitary Works lot 1.00
13 Painting Works sq.m 523.26
14 Tile Works pc 140.00
DEPED STANDARD TWO (2) CLASSROOM BUILDING (7m x 9m)
6 Doors and Windows lot 1.00
9 Carpentry Works sq.m 210.08
10 Electrical Works lot 1.00
11 Plumbing Works lot 1.00
12 Sanitary Works lot 1.00
13 Painting Works sq.m 620.72
14 Tile Works pc 250.00
DECS BLDG. ONE (1) CLASSROOM BUILDING (7m x 8m)
6 Doors and Windows lot 1.00
9 Carpentry Works sq.m 111.28
10 Electrical Works lot 1.00
11 Plumbing Works lot 1.00
12 Sanitary Works lot 1.00
13 Painting Works sq.m 426.72
14 Tile Works pc 140.00
CLINIC (8m x 10m)
5 Masonry Works sq.m 25.00
6 Doors and Windows lot 1.00
7 Steel Works kg 533.55
8 Roofing Works sq.m 137.00
9 Carpentry Works sq.m 109.60
10 Electrical Works lot 1.00
11 Plumbing Works lot 1.00
12 Sanitary Works lot 1.00
13 Painting Works sq.m 296.16
14 Tile Works pc 250.00

I. DIRECT COST –
BU
III. TAX
IV. TOTAL CONSTRUCTION COST –

PREPARED BY:

CONTRACTOR

BILL OF QUANTITIES

School: LUCAP ELEMENTARY SCHOOL APPROVED BUDGET FOR CONTRACT: 7,111,171.6
School ID: 101181
Region: I
Division: ALAMINOS CITY
Project Title: Completion Period: 120 calendar days
REPAIR AND REHABILITATION OF SCHOOL BUILDINGS – 20 CLASSROOOMS WITH 1 DETTACHED TOILET Minimum Required Manpower:
General Foreman Electrician Painter
Carpenter Welder Helper
Mason Tinsmith
Plan: Minimum Required Equipment:
Location: LUCAP, ALAMINOS CITY, PANGASINAN One Bagger Mixer Welding Machine Hand Tools
Bar Cutter Concete Vibrator

Item I.D. Item Description % of Total Unit Quantity Total Cost Remarks

I. DIRECT COST
General Requirements lot 1.00
FILCHI BLDG TWO (2) CLASSROOMS – 7m x 8m
5 Masonry Works sq.m 34.00
6 Doors and Windows set 14.00
7 Steel Works kg 2,266.20
8 Roofing Works m 197.60
9 Carpentry Works sq.m 185.12
10 Electrical Works lot 1.00
11 Plumbing Works lot 1.00
12 Sanitary Works lot 1.00
13 Painting Works sq.m 446.82
14 Tile Works pc 360.00
DECS ONE (1) CLASSROOM BUILDING (7m x 8m)
5 Masonry Works sq.m 34.00
6 Doors and Windows set 7.00
7 Steel Works kg 1,453.65
8 Roofing Works m 114.40
9 Carpentry Works sq.m 95.08
10 Electrical Works lot 1.00
11 Plumbing Works lot 1.00
12 Sanitary Works lot 1.00
13 Painting Works sq.m 284.52
14 Tile Works pc 140.00
ARMY TYPE BLDG. TWO (2) CLASSROOMS – 7m x 6m
2 Concreting Works cu.m 12.25
3 Rebar Works kg 825.83
4 Formworks sq.m 38.79
5 Masonry Works sq.m 34.00
6 Doors and Windows set 14.00
7 Steel Works kg 2,039.40
8 Roofing Works m 156.00
9 Carpentry Works sq.m 172.08
10 Electrical Works lot 1.00
11 Plumbing Works lot 1.00
12 Sanitary Works lot 1.00
13 Painting Works sq.m 433.78
14 Tile Works pc 360.00
DETTACHED COMFORT ROOM
5 Masonry Works sq.m 10.00
6 Doors and Windows set 6.00
8 Roofing Works m 50.40
9 Carpentry Works sq.m 32.00
10 Electrical Works lot 1.00
11 Plumbing Works lot 1.00
12 Sanitary Works lot 1.00
13 Painting Works sq.m 157.28
14 Tile Works pc 564.00
HOME ECONOMICS BLDG. (5.5M X 9M)
2 Concreting Works cu.m 11.05
3 Rebar Works kg 871.11
4 Formworks sq.m 38.79
5 Masonry Wall sq.m 34.00
6 Doors and Windows set 10.00
7 Steel Works kg 1,731.30
8 Roofing Works m 117.00
9 Carpentry Works sq.m 175.00
10 Electrical Works lot 1.00
11 Plumbing Works lot 1.00
12 Sanitary Works lot 1.00
13 Painting Works sq.m 261.45
14 Tile Works pc 383.00
TWO (2) CLASSROOMS – 7m x 7m
5 Masonry Wall sq.m 5.00
6 Doors and Windows set 16.00
7 Steel Works kg 2,275.05
8 Roofing Works m 187.20
9 Carpentry Works sq.m 181.08
10 Electrical Works lot 1.00
11 Plumbing Works lot 1.00
12 Sanitary Works lot 1.00
13 Painting Works sq.m 442.78
14 Tile Works pc 250.00
ONE (1) CLASSROOM SPED BUILDING
2 Concreting Works cu.m 4.80
3 Rebar Works kg 195.27
5 Masonry Wall sq.m 26.00
6 Doors and Windows set 8.00
7 Steel Works kg 1,370.25
8 Roofing Works m 129.80
9 Carpentry Works sq.m 122.36
10 Electrical Works lot 1.00
11 Plumbing Works lot 1.00
12 Sanitary Works lot 1.00
13 Painting Works sq.m 308.92
14 Tile Works pc 181.00
DEPED STANDARD TWO(2) CLASSROOMS (7M X 18M)
5 Masonry Wall sq.m 84.00
6 Doors and Windows lot 1.00
10 Electrical Works lot 1.00
13 Painting Works sq.m 278.00
FVR BLDG. ONE (1) CLASSROOM BUILDING (7m x 8m)
2 Concreting Works cu.m 6.80
3 Rebar Works kg 195.27
5 Masonry Wall sq.m 34.00
6 Doors and Windows set 7.00
7 Steel Works kg 1,453.65
8 Roofing Works m 114.40
9 Carpentry Works sq.m 98.28
10 Electrical Works lot 1.00
11 Plumbing Works lot 1.00
12 Sanitary Works lot 1.00
13 Painting Works sq.m 287.72
14 Tile Works pc 181.00
FVR BLDG. ONE (1) CLASSROOM BUILDING (7m x 8m)
2 Concreting Works cu.m 6.80
3 Rebar Works kg 195.27
5 Masonry Wall sq.m 34.00
6 Doors and Windows set 7.00
7 Steel Works kg 1,370.25
8 Roofing Works m 114.40
9 Carpentry Works sq.m 98.28
10 Electrical Works lot 1.00
11 Plumbing Works lot 1.00
12 Sanitary Works lot 1.00
13 Painting Works sq.m 287.72
14 Tile Works pc 181.00
BLSB THREE (3) CLASSROOMS – 8m x 6m
1 Earthworks cu.m 77.60
2 Concreting Works cu.m 21.25
3 Rebar Works kg 1,109.76
4 Formworks sq.m 67.59
5 Masonry Wall sq.m 105.09
6 Doors and Windows set 21.00
7 Steel Works kg 2,997.40
8 Roofing Works m 197.60
9 Carpentry Works sq.m 269.88
10 Electrical Works lot 1.00
11 Plumbing Works lot 1.00
12 Sanitary Works lot 1.00
13 Painting Works sq.m 597.72
14 Tile Works pc 480.00
MARCOS TYPE-THREE (3)- CLASSROOM(7.5mX18m)
2 Concreting Works cu.m 24.19
3 Rebar Works kg 876.68
4 Formworks sq.m 72.07
5 Masonry Wall sq.m 93.37
6 Doors and Windows set 18.00
7 Steel Works kg 2,020.80
8 Roofing Works m 249.60
9 Carpentry Works sq.m 239.88
10 Electrical Works lot 1.00
13 Painting Works sq.m 467.16
14 Tile Works pc 331.00
OFFICE (7M X 9M)
2 Concreting Works cu.m 2.40
6 Doors and Windows set 7.00
9 Carpentry Works sq.m 101.28
10 Electrical Works lot 1.00
11 Plumbing Works lot 1.00
12 Sanitary Works lot 1.00
13 Painting Works sq.m 287.84
14 Tile Works pc 181.00

I. DIRECT COST –
II. INDIRECT COST
III. TAX
IV. TOTAL CONSTRUCTION COST

Prepared:

CONTRACTOR

BILL OF QUANTITIES

School: SABANGAN ELEMENTARY SCHOOL APPROVED BUDGET FOR CONTRACT: PHP 2,712,091.53
School ID: 101193
Region: I
Division: ALAMINOS CITY
Project Title: Completion Period: 90 calendar days
REPAIR AND REHABILITATION OF SCHOOL BUILDINGS – 9 CLASSROOOMS Minimum Required Manpower:
General Foreman Electrician Painter
Carpenter Welder Helper
Mason Tinsmith
Plan: Minimum Required Equipment:
Location: SABANGAN, ALAMINOS CITY, PANGASINAN One Bagger Mixer Welding Machine Hand Tools
Bar Cutter Concete Vibrator

Item I.D. Item Description % of Total Unit Quantity Total Cost Remarks

I. DIRECT COST
General Requirements lot 1.00
MARCOS TYPE-THREE (3)- CLASSROOM(7.5mX18m)
2 Concreting Works cu.m 10.39
3 Rebar Works kg 637.67
4 Formworks sq.m 72.07
5 Masonry Wall sq.m 42.00
6 Doors and Windows set 3.00
7 Steel Works kg 2,020.80
8 Roofing Works m 267.60
9 Carpentry Works sq.m 239.88
10 Electrical Works lot 1.00
13 Painting Works sq.m 467.16
14 Tile Works pc 480.00
DECS ONE (1) CLASSROOM BUILDING (7m x 8m)
5 Masonry Works sq.m 34.00
6 Doors and Windows set 7.00
7 Steel Works kg 1,370.25
8 Roofing Works m 120.40
9 Carpentry Works sq.m 94.12
10 Electrical Works lot 1.00
11 Plumbing Works lot 1.00
12 Sanitary Works lot 1.00
13 Painting Works sq.m 283.56
14 Tile Works pc 140.00
DECS ONE (1) CLASSROOM BUILDING (7m x 8m)
2 Concreting Works cu.m 5.60
3 Rebar Works kg 83.78
5 Masonry Works sq.m 34.00
6 Doors and Windows set 7.00
7 Steel Works kg 1,370.25
8 Roofing Works m 120.40
9 Carpentry Works sq.m 94.12
10 Electrical Works lot 1.00
11 Plumbing Works lot 1.00
12 Sanitary Works lot 1.00
13 Painting Works sq.m 283.56
14 Tile Works pc 140.00
DEPED STANDARD THREE (3) CLASSROOM BUILDING (7m x 9m)
5 Masonry Works sq.m 34.00
6 Doors and Windows set 24.00
8 Roofing Works m 396.60
9 Carpentry Works sq.m 274.72
10 Electrical Works lot 1.00
11 Plumbing Works lot 1.00
12 Sanitary Works lot 1.00
13 Painting Works sq.m 505.96
14 Tile Works pc 360.00
OFFICE (7m x 8m)
5 Masonry Works sq.m 10.00
6 Doors and Windows lot 1.00
9 Carpentry Works sq.m 98.28
10 Electrical Works lot 1.00
11 Plumbing Works lot 1.00
12 Sanitary Works lot 1.00
13 Painting Works sq.m 284.84
14 Tile Works pc 54.07

I. DIRECT COST
II. INDIRECT COST
III. TAX
IV. TOTAL CONSTRUCTION COST

Prepared:

CONTRACTOR

PROJECT : REPAIR AND REHABILITATION OF SCHOOL BUILDINGS – 11 CLASSROOOMS
SCHOOL : BUED ELEMENTARY SCHOOL
LOCATION : BUED, ALAMINOS CITY, PANGASINAN
OWNER : DEPARTMENT OF EDUCATION
SUBJECT : APPROVED AGENCY ESTIMATE

ITEM NO. DESCRIPTION UNIT QTY UNIT COST TOTAL COST GRAND TOTAL
MATERIAL LABOR MATERIAL LABOR
GENERAL REQUIREMENTS
Mobilization/Temporary Structures, Utilities and Services/Demobilization lot 1.00
Safety and Health lot 1.00
Sub-total
LGU BLDG ONE (1) CLASSROOM BUILDING (7m x 8m)
5.00 Masonry Works
Masonry Wall sq.m 16.20
5.04 CHB 4″ thk pc 203.00
5.02 Portland Cement bag 9.00
5.03 Washed Sand cu.m 1.00
5.06 10mm x 6m RSB kg 22.00
5.07 G.I. Tie Wire kg 1.00
Plastering sq.m 32.40
5.02 Portland Cement bag 11.00
5.03 Washed Sand cu.m 2.00
Sub-total
6.00 Doors and Windows
6.01 Removal of Door with Jamb set 1.00
6.02 Removal of Window with Jamb sq.m 14.20
6.03 D-1, Panel Door 0.90m x 2.10m on 150mm Wooden Jamb complete with Accessories (lever type door knob) set 1.00
6.21 PVC Door 0.60m x 2.10m pc 1.00
6.07 Refurbish Windows lot 1.00
Sub-total
9.00 Carpentry Works
9.01 Removal of Ceiling sq.m 98.28
Interior ceiling with cr (cathedral type) sq.m 61.80
9.13 Metal Carrying Channel (12mm x 38mm x 5m x 0.8mm thk) pc 12.00
9.02 Plywood, Ordinary 1/4″ x 4′ x 8′ pc 22.00
9.22 Metal Double Furring Channel (19mm x 50mm x 5m x 0.5mm thk) pc 22.00
9.23 Wall Angle pc 14.00
9.42 W Clip pc 99.00
9.13 Suspension Clip & Rod Joiner pc 51.00
9.06 Steel Angle pc 51.00
9.22 Round Bar Hanger (8 mm diam.) kg 56.00
9.23 Blind Rivets pc 208.00
Exterior Ceiling (1.5) sq.m 36.48
9.13 Metal Carrying Channel (12mm x 38mm x 5m x 0.8mm thk) pc 7.00
9.02 Plywood, Ordinary 1/4″ x 4′ x 8′ pc 13.00
9.22 Metal Double Furring Channel (19mm x 50mm x 5m x 0.5mm thk) pc 13.00
9.23 Wall Angle pc 9.00
9.42 W Clip pc 59.00
9.13 Suspension Clip & Rod Joiner pc 30.00
9.06 Steel Angle pc 30.00
9.22 Round Bar Hanger (8 mm diam.) kg 33.00
9.23 Blind Rivets pc 123.00
9.15 Ceiling Vent 1″ x 12″ x 4′ with Screen pc 4.00
Blackboards sq.m 2.88
9.14 S4S Lumber, Kiln Dried, Tanguile bd.ft 19.00
9.43 Lawanit, 1/4″ thk pc 1.00
9.22 Finishing Nails kg 1.00
9.23 Common Wire Nails kg 1.00
9.24 Concrete Nails kg 1.00
Sub-total
10.00 Electrical Works
Roughing-ins
10.01 Electrical Conduit uPVC, 15mmØ pc 25.00
10.06 RSC 20mmØ pc 1.00
10.34 Entrance Cap 20mm dia. pc 1.00
10.16 Junction Box, 4″ x 4″ G.I. pc 6.00
10.17 Utility Box, 2″ x 4″ G.I. pc 6.00
Wires & Fixtures
10.11 3.5 mm2 THW Wire, Stranded m 225.00
10.28 Duplex C.O. with Plate pc 4.00
10.25 3-Gang Switch with Plate pc 1.00
10.23 Single Switch with Plate pc 1.00
10.21 FL 1 x 40W Industrial Type set 6.00
10.48 Panel Box, Flush Type, 4 Branches set 1.00
10.39 Circuit Breaker, 30A 2P set 1.00
10.59 Wall Fan (Standard/Any Equivalent) set 2.00
10.58 Electrical Tape pc 1.00
Sub-total
11.00 Plumbing Works
11.62 Water Closet 1.6gpf with Accessories set 1.00
11.59 Faucet, Plain Bibb, Brass 1/2″Ø pc 1.00
11.70 Faucet, Lavatory set 1.00
11.06 PP-R Pipe 1/2″Ø pc 6.00
11.08 PP-R Coupling, 1/2″Ø pc 5.00
11.21 PP-R Elbow 90o x 1/2″Ø pc 3.00
11.15 PP-R Tee, 1/2″Ø pc 3.00
11.65 S.S.Floor Drain 4′ x 4″ pc 1.00
Sub-total
12.00 Sanitary Works
12.09 uPVC Sanitary Pipe 4″Ø pc 6.00
12.13 uPVC Elbow 90o x 4″Ø pc 3.00
12.27 uPVC Wye 4″ x 4″ pc 3.00
12.28 Brass Cleanout 4″ x 4″ pc 6.00
12.07 uPVC Sanitary Pipe 2″Ø pc 6.00
12.11 uPVC Elbow 90o x 2″Ø pc 5.00
12.22 uPVC Wye 2″ x 2″ pc 3.00
12.17 uPVC Tee 2″ x 2″ pc 3.00
12.30 uPVC P-Trap 2″ pc 3.00
12.33 PVC Cement can 3.00
Sub-total
13.00 Painting Works
Concrete surfaces sq.m 186.56
13.18 Neutralizer gal 4.00
13.01 Latex, Flat gal 4.00
13.14 Masonry Putty gal 4.00
13.02 Latex, Semi Gloss gal 18.00
13.20 Acri Color qrt 10.00
Wood surfaces sq.m 101.16
13.04 Enamel, Flatwall gal 4.00
13.15 Glazing Putty gal 4.00
13.05 Enamel, Semi Gloss gal 7.00
13.16 Paint Thinner gal 6.00
Steel Surfaces (Roofing) sq.m 126.00
13.12 Primer, Zinc Chromate gal 9.00
13.13 Gloss Acrylic Roof Paint gal 9.00
13.13 Gloss Acrylic Paint gal 2.00
Sub-total
14.00 Tile Works
14.02 Unglazed Floor Tiles 30cm x 30cm pc 30.00
14.06 Glazed Wall Tiles 30cm x 30cm pc 110.00
14.15 Tile Grout 5 kg/bag bag 4.00
14.16 Tile Adhesive 25 kg/bag bag 6.00
Sub-total
DECS ONE (1) CLASSROOM BUILDING (7m x 8m)
6.00 Doors and Windows
Refurbish Windows lot 1.00
Refurbish Doors lot 1.00
6.21 PVC Door 0.60m x 2.10m pc 1.00
Sub-total
7.00 Steel Works
7.08 LC 150 x 65 x 20 x 3.0mm kg 667.20
7.04 LC 100 x 50 x 15 x 1.5mm kg 604.80
7.11 L 25 x 25 x 3mm kg 98.25
7.18 Plain Round Bar 10mmØ x 6m pc 6.00
7.46 Welding Rod kg 28.00
7.17 Flat Bar 1″ x 1/4″ kg 32.40
13.12 Primer, Zinc Chromate gal 2.00
Sub-total
8.00 Roofing Works
8.01 Removal of Roofing Sheets sq.m 120.40
8.02 Removal of Ridge Roll pc 4.00
8.03 Removal of Flashing pc 10.00
8.16 G.I. Long-Span Roofing, Corrugated, Pre-Painted, 1220mm x 0.4mm thk m 120.40
8.17 G.I. Ridge Roll, Preformed, Pre-Painted, 0.610m x 2.440m x 0.6mm thk pc 5.00
8.19 G.I. Flashing, Preformed, Pre-Painted, 0.610m x 2.440m x 0.6mm thk pc 10.00
8.35 Teckscrew 2-1/2″ pc 964.00
8.36 Roof Sealant L 2.00
Sub-total
9.00 Carpentry Works
9.01 Removal of Ceiling sq.m 94.12
Interior ceiling with cr (cathedral type) sq.m 61.80
9.13 Metal Carrying Channel (12mm x 38mm x 5m x 0.8mm thk) pc 12.00
9.02 Plywood, Ordinary 1/4″ x 4′ x 8′ pc 22.00
9.22 Metal Double Furring Channel (19mm x 50mm x 5m x 0.5mm thk) pc 22.00
9.23 Wall Angle pc 14.00
9.42 W Clip pc 99.00
9.13 Suspension Clip & Rod Joiner pc 51.00
9.06 Steel Angle pc 51.00
9.22 Round Bar Hanger (8 mm diam.) kg 56.00
9.23 Blind Rivets pc 208.00
Exterior Ceiling (1.5) sq.m 32.32
9.13 Metal Carrying Channel (12mm x 38mm x 5m x 0.8mm thk) pc 7.00
9.02 Plywood, Ordinary 1/4″ x 4′ x 8′ pc 12.00
9.22 Metal Double Furring Channel (19mm x 50mm x 5m x 0.5mm thk) pc 11.00
9.23 Wall Angle pc 8.00
9.42 W Clip pc 52.00
9.13 Suspension Clip & Rod Joiner pc 27.00
9.06 Steel Angle pc 27.00
9.22 Round Bar Hanger (8 mm diam.) kg 30.00
9.23 Blind Rivets pc 109.00
9.15 Ceiling Vent 1″ x 12″ x 4′ with Screen pc 4.00
Blackboards sq.m 2.88
9.14 S4S Lumber, Kiln Dried, Tanguile bd.ft 19.00
9.43 Lawanit, 1/4″ thk pc 1.00
9.22 Finishing Nails kg 1.00
9.23 Common Wire Nails kg 1.00
9.24 Concrete Nails kg 1.00
Sub-total
10.00 Electrical Works
Roughing-ins
10.01 Electrical Conduit uPVC, 15mmØ pc 25.00
10.06 RSC 20mmØ pc 1.00
10.34 Entrance Cap 20mm dia. pc 1.00
10.16 Junction Box, 4″ x 4″ G.I. pc 6.00
10.17 Utility Box, 2″ x 4″ G.I. pc 6.00
Wires & Fixtures
10.11 3.5 mm2 THW Wire, Stranded m 225.00
10.28 Duplex C.O. with Plate pc 4.00
10.25 3-Gang Switch with Plate pc 1.00
10.23 Single Switch with Plate pc 1.00
10.21 FL 1 x 40W Industrial Type set 6.00
10.48 Panel Box, Flush Type, 4 Branches set 1.00
10.39 Circuit Breaker, 30A 2P set 1.00
10.59 Wall Fan (Standard/Any Equivalent) set 2.00
10.58 Electrical Tape pc 1.00
Sub-total
11.00 Plumbing Works
11.62 Water Closet 1.6gpf with Accessories set 1.00
11.59 Faucet, Plain Bibb, Brass 1/2″Ø pc 1.00
11.70 Faucet, Lavatory set 1.00
11.06 PP-R Pipe 1/2″Ø pc 6.00
11.08 PP-R Coupling, 1/2″Ø pc 5.00
11.21 PP-R Elbow 90o x 1/2″Ø pc 3.00
11.15 PP-R Tee, 1/2″Ø pc 3.00
11.65 S.S.Floor Drain 4′ x 4″ pc 1.00
Sub-total
12.00 Sanitary Works
12.09 uPVC Sanitary Pipe 4″Ø pc 6.00
12.13 uPVC Elbow 90o x 4″Ø pc 3.00
12.27 uPVC Wye 4″ x 4″ pc 3.00
12.28 Brass Cleanout 4″ x 4″ pc 6.00
12.07 uPVC Sanitary Pipe 2″Ø pc 6.00
12.11 uPVC Elbow 90o x 2″Ø pc 5.00
12.22 uPVC Wye 2″ x 2″ pc 3.00
12.17 uPVC Tee 2″ x 2″ pc 3.00
12.30 uPVC P-Trap 2″ pc 3.00
12.33 PVC Cement can 3.00
Sub-total
13.00 Painting Works
Concrete surfaces sq.m 186.56
13.18 Neutralizer gal 4.00
13.01 Latex, Flat gal 4.00
13.14 Masonry Putty gal 4.00
13.02 Latex, Semi Gloss gal 18.00
13.20 Acri Color qrt 10.00
Wood surfaces sq.m 97.00
13.04 Enamel, Flatwall gal 4.00
13.15 Glazing Putty gal 4.00
13.05 Enamel, Semi Gloss gal 7.00
13.16 Paint Thinner gal 6.00
Sub-total
14.00 Tile Works
14.02 Unglazed Floor Tiles 30cm x 30cm pc 30.00
14.06 Glazed Wall Tiles 30cm x 30cm pc 110.00
14.15 Tile Grout 5 kg/bag bag 4.00
14.16 Tile Adhesive 25 kg/bag bag 6.00
Sub-total

LGU (1) CLASSROOM BUILDING (6m x 10m)
6.00 Doors and Windows
Refurbish Windows lot 1.00
Refurbish Doors lot 1.00
6.21 PVC Door 0.60m x 2.10m pc 1.00
Sub-total
9.00 Carpentry Works
9.01 Removal of Ceiling sq.m 96.44
Interior ceilingwith cr (cathedral type) sq.m 61.80
9.13 Metal Carrying Channel (12mm x 38mm x 5m x 0.8mm thk) pc 12.00
9.02 Plywood, Ordinary 1/4″ x 4′ x 8′ pc 22.00
9.22 Metal Double Furring Channel (19mm x 50mm x 5m x 0.5mm thk) pc 22.00
9.23 Wall Angle pc 14.00
9.42 W Clip pc 99.00
9.13 Suspension Clip & Rod Joiner pc 51.00
9.06 Steel Angle pc 51.00
9.22 Round Bar Hanger (8 mm diam.) kg 56.00
9.23 Blind Rivets pc 208.00
Exterior Ceiling sq.m 34.64
9.13 Metal Carrying Channel (12mm x 38mm x 5m x 0.8mm thk) pc 7.00
9.02 Plywood, Ordinary 1/4″ x 4′ x 8′ pc 12.00
9.22 Metal Double Furring Channel (19mm x 50mm x 5m x 0.5mm thk) pc 12.00
9.23 Wall Angle pc 8.00
9.42 W Clip pc 56.00
9.13 Suspension Clip & Rod Joiner pc 29.00
9.06 Steel Angle pc 29.00
9.22 Round Bar Hanger (8 mm diam.) kg 32.00
9.23 Blind Rivets pc 117.00
9.15 Ceiling Vent 1″ x 12″ x 4′ with Screen pc 4.00
Sub-total
10.00 Electrical Works
Roughing-ins
10.01 Electrical Conduit uPVC, 15mmØ pc 25.00
10.06 RSC 20mmØ pc 1.00
10.34 Entrance Cap 20mm dia. pc 1.00
10.16 Junction Box, 4″ x 4″ G.I. pc 6.00
10.17 Utility Box, 2″ x 4″ G.I. pc 6.00
Wires & Fixtures
10.11 3.5 mm2 THW Wire, Stranded m 225.00
10.28 Duplex C.O. with Plate pc 4.00
10.25 3-Gang Switch with Plate pc 1.00
10.23 Single Switch with Plate pc 1.00
10.21 FL 1 x 40W Industrial Type set 6.00
10.48 Panel Box, Flush Type, 4 Branches set 1.00
10.39 Circuit Breaker, 30A 2P set 1.00
10.59 Wall Fan (Standard/Any Equivalent) set 2.00
10.58 Electrical Tape pc 1.00
Sub-total
11.00 Plumbing Works
11.62 Water Closet 1.6gpf with Accessories set 1.00
11.59 Faucet, Plain Bibb, Brass 1/2″Ø pc 1.00
11.70 Faucet, Lavatory set 1.00
11.06 PP-R Pipe 1/2″Ø pc 6.00
11.08 PP-R Coupling, 1/2″Ø pc 5.00
11.21 PP-R Elbow 90o x 1/2″Ø pc 3.00
11.15 PP-R Tee, 1/2″Ø pc 3.00
11.65 S.S.Floor Drain 4′ x 4″ pc 1.00
Sub-total
12.00 Sanitary Works
12.09 uPVC Sanitary Pipe 4″Ø pc 6.00
12.13 uPVC Elbow 90o x 4″Ø pc 3.00
12.27 uPVC Wye 4″ x 4″ pc 3.00
12.28 Brass Cleanout 4″ x 4″ pc 6.00
12.07 uPVC Sanitary Pipe 2″Ø pc 6.00
12.11 uPVC Elbow 90o x 2″Ø pc 5.00
12.22 uPVC Wye 2″ x 2″ pc 3.00
12.17 uPVC Tee 2″ x 2″ pc 3.00
12.30 uPVC P-Trap 2″ pc 3.00
12.33 PVC Cement can 3.00
Sub-total
13.00 Painting Works
Concrete surfaces sq.m 186.56
13.18 Neutralizer gal 4.00
13.01 Latex, Flat gal 4.00
13.14 Masonry Putty gal 4.00
13.02 Latex, Semi Gloss gal 18.00
13.20 Acri Color qrt 10.00
Wood surfaces sq.m 96.44
13.04 Enamel, Flatwall gal 4.00
13.15 Glazing Putty gal 4.00
13.05 Enamel, Semi Gloss gal 7.00
13.16 Paint Thinner gal 6.00
Steel Surfaces (Roofing) sq.m 126.00
13.12 Primer, Zinc Chromate gal 9.00
13.13 Gloss Acrylic Roof Paint gal 9.00
13.13 Gloss Acrylic Paint gal 2.00
Sub-total
14.00 Tile Works
14.02 Unglazed Floor Tiles 30cm x 30cm pc 30.00
14.06 Glazed Wall Tiles 30cm x 30cm pc 110.00
14.15 Tile Grout 5 kg/bag bag 4.00
14.16 Tile Adhesive 25 kg/bag bag 6.00
Sub-total
DEPED STANDARD THREE (3) CLASSROOM BUILDING (7m x 9m)
5.00 Masonry Works
Masonry Wall sq.m 5.00
5.04 CHB 4″ thk pc 63.00
5.02 Portland Cement bag 3.00
5.03 Washed Sand cu.m 1.00
5.06 10mm x 6m RSB kg 7.00
5.07 G.I. Tie Wire kg 1.00
Plastering sq.m 10.00
5.02 Portland Cement bag 4.00
5.03 Washed Sand cu.m 1.00
Sub-total
6.00 Doors and Windows
6.01 Removal of Door with Jamb set 6.00
6.02 Removal of Window with Jamb sq.m 14.20
6.03 D-1, Panel Door 0.90m x 2.10m on 150mm Wooden Jamb complete with Accessories (lever type door knob) set 6.00
6.21 PVC Door 0.60m x 2.10m pc 3.00
6.39 W – 3, ( 1.8 x 1.6 m) Jalousie Window with Clear Glass Blades on JalouPlus Type Silver Colored Frame and Fixed Clear Glass Transom on 50 x 150 mm Wooden Jamb complete with Accessories set 6.00
6.45 W – 2, ( 1.3 x 1.6 m) Jalousie Window with Clear Glass Blades on JalouPlus Type Silver Colored Frame and Fixed Clear Glass Transom on 50 x 150 mm Wooden Jamb complete with Accessories set 6.00
6.40 W – 4, ( 0.6 x 0.6 m) Jalousie Window with Clear Glass Blades on JalouPlus Type Silver Colored Frame and Fixed Clear Glass Transom on 50 x 150 mm Wooden Jamb complete with Accessories set 3.00
Sub-total
9.00 Carpentry Works
9.01 Removal of Ceiling sq.m 282.36
Interior ceiling with cr (cathedral type) sq.m 185.40
9.13 Metal Carrying Channel (12mm x 38mm x 5m x 0.8mm thk) pc 36.00
9.02 Plywood, Ordinary 1/4″ x 4′ x 8′ pc 64.00
9.22 Metal Double Furring Channel (19mm x 50mm x 5m x 0.5mm thk) pc 64.00
9.23 Wall Angle pc 41.00
9.42 W Clip pc 297.00
9.13 Suspension Clip & Rod Joiner pc 153.00
9.06 Steel Angle pc 153.00
9.22 Round Bar Hanger (8 mm diam.) kg 168.00
9.23 Blind Rivets pc 623.00
Exterior Ceiling sq.m 96.96
9.13 Metal Carrying Channel (12mm x 38mm x 5m x 0.8mm thk) pc 19.00
9.02 Plywood, Ordinary 1/4″ x 4′ x 8′ pc 34.00
9.22 Metal Double Furring Channel (19mm x 50mm x 5m x 0.5mm thk) pc 33.00
9.23 Wall Angle pc 22.00
9.42 W Clip pc 156.00
9.13 Suspension Clip & Rod Joiner pc 80.00
9.06 Steel Angle pc 80.00
9.22 Round Bar Hanger (8 mm diam.) kg 88.00
9.23 Blind Rivets pc 326.00
9.15 Ceiling Vent 1″ x 12″ x 4′ with Screen pc 12.00
Blackboards sq.m 8.64
9.14 S4S Lumber, Kiln Dried, Tanguile bd.ft 55.00
9.43 Lawanit, 1/4″ thk pc 3.00
9.22 Finishing Nails kg 1.00
9.23 Common Wire Nails kg 1.00
9.24 Concrete Nails kg 1.00
Sub-total
10.00 Electrical Works
Roughing-ins
10.01 Electrical Conduit uPVC, 15mmØ pc 75.00
10.06 RSC 20mmØ pc 1.00
10.34 Entrance Cap 20mm dia. pc 1.00
10.16 Junction Box, 4″ x 4″ G.I. pc 18.00
10.17 Utility Box, 2″ x 4″ G.I. pc 18.00
Wires & Fixtures
10.11 3.5 mm2 THW Wire, Stranded m 675.00
10.28 Duplex C.O. with Plate pc 12.00
10.25 3-Gang Switch with Plate pc 3.00
10.23 Single Switch with Plate pc 3.00
10.21 FL 1 x 40W Industrial Type set 18.00
10.48 Panel Box, Flush Type, 4 Branches set 1.00
10.39 Circuit Breaker, 30A 2P set 3.00
10.59 Wall Fan (Standard/Any Equivalent) set 6.00
10.58 Electrical Tape pc 3.00
Sub-total
11.00 Plumbing Works
11.62 Water Closet 1.6gpf with Accessories set 3.00
11.59 Faucet, Plain Bibb, Brass 1/2″Ø pc 3.00
11.70 Faucet, Lavatory set 3.00
11.06 PP-R Pipe 1/2″Ø pc 12.00
11.08 PP-R Coupling, 1/2″Ø pc 10.00
11.21 PP-R Elbow 90o x 1/2″Ø pc 9.00
11.15 PP-R Tee, 1/2″Ø pc 9.00
11.65 S.S.Floor Drain 4′ x 4″ pc 3.00
Sub-total
12.00 Sanitary Works
12.32a Septic Tank unit 1.00
12.09 uPVC Sanitary Pipe 4″Ø pc 12.00
12.13 uPVC Elbow 90o x 4″Ø pc 9.00
12.27 uPVC Wye 4″ x 4″ pc 9.00
12.28 Brass Cleanout 4″ x 4″ pc 12.00
12.07 uPVC Sanitary Pipe 2″Ø pc 12.00
12.11 uPVC Elbow 90o x 2″Ø pc 10.00
12.22 uPVC Wye 2″ x 2″ pc 9.00
12.17 uPVC Tee 2″ x 2″ pc 9.00
12.30 uPVC P-Trap 2″ pc 9.00
12.33 PVC Cement can 3.00
Sub-total
13.00 Painting Works
Concrete surfaces sq.m 222.60
13.18 Neutralizer gal 5.00
13.01 Latex, Flat gal 5.00
13.14 Masonry Putty gal 5.00
13.02 Latex, Semi Gloss gal 19.00
13.20 Acri Color qrt 10.00
Wood surfaces sq.m 291.00
13.04 Enamel, Flatwall gal 10.00
13.15 Glazing Putty gal 10.00
13.05 Enamel, Semi Gloss gal 7.00
13.16 Paint Thinner gal 8.00
Steel Surfaces (Roofing) sq.m 365.40
13.12 Primer, Zinc Chromate gal 25.00
13.13 Gloss Acrylic Roof Paint gal 25.00
13.13 Gloss Acrylic Paint gal 5.00
Sub-total
14.00 Tile Works
14.02 Unglazed Floor Tiles 30cm x 30cm pc 70.00
14.06 Glazed Wall Tiles 30cm x 30cm pc 290.00
14.15 Tile Grout 5 kg/bag bag 4.00
14.16 Tile Adhesive 25 kg/bag bag 6.00
Sub-total
HOME ECONOMICS BLDG. (8m x 10m)
2.00 Concreting Works
Slab cu.m 2.40
2.01 Portland Cement bag 22.00
2.02 Crushed Gravel 3/4″ cu.m 2.50
2.03 Washed Sand cu.m 1.25
Sub-total
3.00 Rebar Works
Beam kg 50.51
3.01 Deformed Round Bars, Grade 40 kg 50.51
3.02 G.I. Tie Wire kg 12.00
Sub-total
Masonry Wall sq.m 5.00
5.04 CHB 4″ thk pc 63.00
5.02 Portland Cement bag 3.00
5.03 Washed Sand cu.m 1.00
5.06 10mm x 6m RSB kg 7.00
5.07 G.I. Tie Wire kg 1.00
Plastering sq.m 79.00
5.02 Portland Cement bag 27.00
5.03 Washed Sand cu.m 3.00
Sub-total
6.00 Doors and Windows
6.24 Door Jamb 45mm x 150mm set 2.00
6.10 Refurbish Main Door lot 1.00
6.10 Panel Door 0.90m x 2.10m pc 1.00
6.11 Panel Door 0.80m x 2.10m pc 1.00
6.21 PVC Door 0.60m x 2.10m pc 1.00
6.35 W – 1, ( 2.6 x 1.6 m) Jalousie Window with Clear Glass Blades on JalouPlus Type Silver Colored Frame and Fixed Clear Glass Transom on 50 x 100 mm Wooden Jamb complete with Accessories set 2.00
6.45 W – 2, ( 1.3 x 1.6 m) Jalousie Window with Clear Glass Blades on JalouPlus Type Silver Colored Frame and Fixed Clear Glass Transom on 50 x 150 mm Wooden Jamb complete with Accessories set 4.00
6.40 W – 4, ( 0.6 x 0.6 m) Jalousie Window with Clear Glass Blades on JalouPlus Type Silver Colored Frame and Fixed Clear Glass Transom on 50 x 150 mm Wooden Jamb complete with Accessories set 1.00
Sub-total
7.00 Steel Works (Extension)
7.08 LC 150 x 65 x 20 x 3.0mm kg 500.40
7.04 LC 100 x 50 x 15 x 1.5mm kg 453.60
7.11 L 25 x 25 x 3mm kg 98.25
7.18 Plain Round Bar 10mmØ x 6m pc 6.00
7.46 Welding Rod kg 22.00
7.17 Flat Bar 1″ x 1/4″ kg 32.40
13.12 Primer, Zinc Chromate gal 2.00
Sub-total
8.00 Roofing Works (Extension)
8.01 Removal of Roofing Sheets sq.m 91.50
8.16 G.I. Long-Span Roofing, Corrugated, Pre-Painted, 1220mm x 0.4mm thk m 91.50
8.19 G.I. Flashing, Preformed, Pre-Painted, 0.610m x 2.440m x 0.6mm thk pc 10.00
8.35 Teckscrew 2-1/2″ pc 732.00
8.36 Roof Sealant L 5.00
Sub-total
9.00 Carpentry Works
9.01 Removal of Ceiling sq.m 174.50
Interior ceiling with cr and extension sq.m 76.50
9.13 Metal Carrying Channel (12mm x 38mm x 5m x 0.8mm thk) pc 15.00
9.02 Plywood, Ordinary 1/4″ x 4′ x 8′ pc 27.00
9.22 Metal Double Furring Channel (19mm x 50mm x 5m x 0.5mm thk) pc 27.00
9.23 Wall Angle pc 17.00
9.42 W Clip pc 123.00
9.13 Suspension Clip & Rod Joiner pc 63.00
9.06 Steel Angle pc 63.00
9.22 Round Bar Hanger (8 mm diam.) kg 70.00
9.23 Blind Rivets pc 258.00
Exterior Ceiling sq.m 98.00
9.13 Metal Carrying Channel (12mm x 38mm x 5m x 0.8mm thk) pc 19.00
9.02 Plywood, Ordinary 1/4″ x 4′ x 8′ pc 34.00
9.22 Metal Double Furring Channel (19mm x 50mm x 5m x 0.5mm thk) pc 34.00
9.23 Wall Angle pc 22.00
9.42 W Clip pc 157.00
9.13 Suspension Clip & Rod Joiner pc 81.00
9.06 Steel Angle pc 81.00
9.22 Round Bar Hanger (8 mm diam.) kg 89.00
9.23 Blind Rivets pc 330.00
9.15 Ceiling Vent 1″ x 12″ x 4′ with Screen pc 4.00
Sub-total
10.00 Electrical Works
Roughing-ins
10.01 Electrical Conduit uPVC, 15mmØ pc 50.00
10.06 RSC 20mmØ pc 1.00
10.34 Entrance Cap 20mm dia. pc 1.00
10.16 Junction Box, 4″ x 4″ G.I. pc 12.00
10.17 Utility Box, 2″ x 4″ G.I. pc 10.00
Wires & Fixtures
10.11 3.5 mm2 THW Wire, Stranded m 600.00
10.28 Duplex C.O. with Plate pc 6.00
10.25 3-Gang Switch with Plate pc 3.00
10.23 Single Switch with Plate pc 1.00
10.21 FL 1 x 40W Industrial Type set 10.00
10.48 Panel Box, Flush Type, 4 Branches set 1.00
10.39 Circuit Breaker, 30A 2P set 1.00
10.59 Wall Fan (Standard/Any Equivalent) set 4.00
10.58 Electrical Tape pc 1.00
Sub-total
11.00 Plumbing Works
11.62 Water Closet 1.6gpf with Accessories set 1.00
11.59 Faucet, Plain Bibb, Brass 1/2″Ø pc 1.00
11.70 Faucet, Lavatory set 5.00
11.06 PP-R Pipe 1/2″Ø pc 6.00
11.08 PP-R Coupling, 1/2″Ø pc 5.00
11.21 PP-R Elbow 90o x 1/2″Ø pc 3.00
11.15 PP-R Tee, 1/2″Ø pc 3.00
11.65 S.S.Floor Drain 4′ x 4″ pc 1.00
Sub-total
12.00 Sanitary Works
12.09 uPVC Sanitary Pipe 4″Ø pc 6.00
12.13 uPVC Elbow 90o x 4″Ø pc 3.00
12.27 uPVC Wye 4″ x 4″ pc 3.00
12.28 Brass Cleanout 4″ x 4″ pc 6.00
12.07 uPVC Sanitary Pipe 2″Ø pc 6.00
12.11 uPVC Elbow 90o x 2″Ø pc 5.00
12.22 uPVC Wye 2″ x 2″ pc 3.00
12.17 uPVC Tee 2″ x 2″ pc 3.00
12.30 uPVC P-Trap 2″ pc 3.00
12.33 PVC Cement can 3.00
Sub-total
13.00 Painting Works
Concrete surfaces sq.m 186.56
13.18 Neutralizer gal 4.00
13.01 Latex, Flat gal 4.00
13.14 Masonry Putty gal 4.00
13.02 Latex, Semi Gloss gal 18.00
13.20 Acri Color qrt 10.00
Wood surfaces sq.m 140.50
13.04 Enamel, Flatwall gal 5.00
13.15 Glazing Putty gal 5.00
13.05 Enamel, Semi Gloss gal 7.00
13.16 Paint Thinner gal 6.00
Steel Surfaces (Roofing) sq.m 196.20
13.12 Primer, Zinc Chromate gal 14.00
13.13 Gloss Acrylic Roof Paint gal 14.00
13.13 Gloss Acrylic Paint gal 3.00
Sub-total
14.00 Tile Works
14.02 Unglazed Floor Tiles 30cm x 30cm pc 30.00
14.06 Glazed Wall Tiles 30cm x 30cm pc 110.00
14.15 Tile Grout 5 kg/bag bag 4.00
14.16 Tile Adhesive 25 kg/bag bag 6.00
Sub-total
DEPED STANDARD TWO (2) CLASSROOM BUILDING (7m x 9m)
6.00 Doors and Windows
6.01 Removal of Door with Jamb set 2.00
6.02 Removal of Window with Jamb sq.m 14.20
6.03 D-1, Panel Door 0.90m x 2.10m on 150mm Wooden Jamb complete with Accessories (lever type door knob) set 2.00
6.21 PVC Door 0.60m x 2.10m pc 2.00
Refurbish Windows lot 1.00
Sub-total
9.00 Carpentry Works
9.01 Removal of Ceiling sq.m 210.08
Interior ceiling with cr (cathedral type) sq.m 143.60
9.13 Metal Carrying Channel (12mm x 38mm x 5m x 0.8mm thk) pc 28.00
9.02 Plywood, Ordinary 1/4″ x 4′ x 8′ pc 50.00
9.22 Metal Double Furring Channel (19mm x 50mm x 5m x 0.5mm thk) pc 49.00
9.23 Wall Angle pc 32.00
9.42 W Clip pc 230.00
9.13 Suspension Clip & Rod Joiner pc 118.00
9.06 Steel Angle pc 118.00
9.22 Round Bar Hanger (8 mm diam.) kg 130.00
9.23 Blind Rivets pc 483.00
Exterior Ceiling (1.5) sq.m 66.48
9.13 Metal Carrying Channel (12mm x 38mm x 5m x 0.8mm thk) pc 13.00
9.02 Plywood, Ordinary 1/4″ x 4′ x 8′ pc 23.00
9.22 Metal Double Furring Channel (19mm x 50mm x 5m x 0.5mm thk) pc 23.00
9.23 Wall Angle pc 15.00
9.42 W Clip pc 107.00
9.13 Suspension Clip & Rod Joiner pc 55.00
9.06 Steel Angle pc 55.00
9.22 Round Bar Hanger (8 mm diam.) kg 61.00
9.23 Blind Rivets pc 224.00
9.15 Ceiling Vent 1″ x 12″ x 4′ with Screen pc 8.00
Blackboards sq.m 5.76
9.14 S4S Lumber, Kiln Dried, Tanguile bd.ft 37.00
9.43 Lawanit, 1/4″ thk pc 2.00
9.22 Finishing Nails kg 1.00
9.23 Common Wire Nails kg 1.00
9.24 Concrete Nails kg 1.00
Sub-total
10.00 Electrical Works
Roughing-ins
10.01 Electrical Conduit uPVC, 15mmØ pc 50.00
10.06 RSC 20mmØ pc 1.00
10.34 Entrance Cap 20mm dia. pc 1.00
10.16 Junction Box, 4″ x 4″ G.I. pc 12.00
10.17 Utility Box, 2″ x 4″ G.I. pc 12.00
Wires & Fixtures
10.11 3.5 mm2 THW Wire, Stranded m 300.00
10.28 Duplex C.O. with Plate pc 8.00
10.25 3-Gang Switch with Plate pc 2.00
10.23 Single Switch with Plate pc 2.00
10.21 FL 1 x 40W Industrial Type set 12.00
10.48 Panel Box, Flush Type, 4 Branches set 1.00
10.39 Circuit Breaker, 30A 2P set 2.00
10.59 Wall Fan (Standard/Any Equivalent) set 4.00
10.58 Electrical Tape pc 2.00
Sub-total
11.00 Plumbing Works
11.62 Water Closet 1.6gpf with Accessories set 2.00
11.59 Faucet, Plain Bibb, Brass 1/2″Ø pc 2.00
11.70 Faucet, Lavatory set 2.00
11.06 PP-R Pipe 1/2″Ø pc 9.00
11.08 PP-R Coupling, 1/2″Ø pc 5.00
11.21 PP-R Elbow 90o x 1/2″Ø pc 6.00
11.15 PP-R Tee, 1/2″Ø pc 6.00
11.65 S.S.Floor Drain 4′ x 4″ pc 2.00
Sub-total
12.00 Sanitary Works
12.32a Septic Tank unit 1.00
12.09 uPVC Sanitary Pipe 4″Ø pc 9.00
12.13 uPVC Elbow 90o x 4″Ø pc 6.00
12.27 uPVC Wye 4″ x 4″ pc 6.00
12.28 Brass Cleanout 4″ x 4″ pc 9.00
12.07 uPVC Sanitary Pipe 2″Ø pc 9.00
12.11 uPVC Elbow 90o x 2″Ø pc 5.00
12.22 uPVC Wye 2″ x 2″ pc 6.00
12.17 uPVC Tee 2″ x 2″ pc 6.00
12.30 uPVC P-Trap 2″ pc 6.00
12.33 PVC Cement can 2.00
Sub-total
13.00 Painting Works
Concrete surfaces sq.m 152.88
13.18 Neutralizer gal 4.00
13.01 Latex, Flat gal 4.00
13.14 Masonry Putty gal 4.00
13.02 Latex, Semi Gloss gal 17.00
13.20 Acri Color qrt 10.00
Wood surfaces sq.m 215.84
13.04 Enamel, Flatwall gal 8.00
13.15 Glazing Putty gal 8.00
13.05 Enamel, Semi Gloss gal 7.00
13.16 Paint Thinner gal 7.00
Steel Surfaces (Roofing) sq.m 252.00
13.12 Primer, Zinc Chromate gal 17.00
13.13 Gloss Acrylic Roof Paint gal 17.00
13.13 Gloss Acrylic Paint gal 5.00
Sub-total
14.00 Tile Works
14.02 Unglazed Floor Tiles 30cm x 30cm pc 50.00
14.06 Glazed Wall Tiles 30cm x 30cm pc 200.00
14.15 Tile Grout 5 kg/bag bag 6.00
14.16 Tile Adhesive 25 kg/bag bag 8.00
Sub-total
DECS BLDG. ONE (1) CLASSROOM BUILDING (7m x 8m)
6.00 Doors and Windows
Refurbish Windows lot 1.00
6.03 D-1, Panel Door 0.90m x 2.10m on 150mm Wooden Jamb complete with Accessories (lever type door knob) set 1.00
6.21 PVC Door 0.60m x 2.10m pc 1.00
Sub-total
9.00 Carpentry Works
9.01 Removal of Ceiling sq.m 111.28
Interior ceiling (cathedral type) sq.m 71.80
9.13 Metal Carrying Channel (12mm x 38mm x 5m x 0.8mm thk) pc 14.00
9.02 Plywood, Ordinary 1/4″ x 4′ x 8′ pc 25.00
9.22 Metal Double Furring Channel (19mm x 50mm x 5m x 0.5mm thk) pc 25.00
9.23 Wall Angle pc 16.00
9.42 W Clip pc 115.00
9.13 Suspension Clip & Rod Joiner pc 59.00
9.06 Steel Angle pc 59.00
9.22 Round Bar Hanger (8 mm diam.) kg 65.00
9.23 Blind Rivets pc 242.00
Exterior Ceiling (1.5) sq.m 39.48
9.13 Metal Carrying Channel (12mm x 38mm x 5m x 0.8mm thk) pc 8.00
9.02 Plywood, Ordinary 1/4″ x 4′ x 8′ pc 14.00
9.22 Metal Double Furring Channel (19mm x 50mm x 5m x 0.5mm thk) pc 14.00
9.23 Wall Angle pc 9.00
9.42 W Clip pc 64.00
9.13 Suspension Clip & Rod Joiner pc 33.00
9.06 Steel Angle pc 33.00
9.22 Round Bar Hanger (8 mm diam.) kg 36.00
9.23 Blind Rivets pc 133.00
9.15 Ceiling Vent 1″ x 12″ x 4′ with Screen pc 4.00
Blackboards sq.m 2.88
9.14 S4S Lumber, Kiln Dried, Tanguile bd.ft 19.00
9.43 Lawanit, 1/4″ thk pc 1.00
9.22 Finishing Nails kg 1.00
9.23 Common Wire Nails kg 1.00
9.24 Concrete Nails kg 1.00
Sub-total
10.00 Electrical Works
Roughing-ins
10.01 Electrical Conduit uPVC, 15mmØ pc 25.00
10.06 RSC 20mmØ pc 1.00
10.34 Entrance Cap 20mm dia. pc 1.00
10.16 Junction Box, 4″ x 4″ G.I. pc 6.00
10.17 Utility Box, 2″ x 4″ G.I. pc 6.00
Wires & Fixtures
10.11 3.5 mm2 THW Wire, Stranded m 225.00
10.28 Duplex C.O. with Plate pc 4.00
10.25 3-Gang Switch with Plate pc 1.00
10.23 Single Switch with Plate pc 1.00
10.21 FL 1 x 40W Industrial Type set 6.00
10.48 Panel Box, Flush Type, 4 Branches set 1.00
10.39 Circuit Breaker, 30A 2P set 1.00
10.59 Wall Fan (Standard/Any Equivalent) set 2.00
10.58 Electrical Tape pc 1.00
Sub-total
11.00 Plumbing Works
11.62 Water Closet 1.6gpf with Accessories set 1.00
11.59 Faucet, Plain Bibb, Brass 1/2″Ø pc 21.00
11.70 Faucet, Lavatory set 1.00
11.06 PP-R Pipe 1/2″Ø pc 6.00
11.08 PP-R Coupling, 1/2″Ø pc 5.00
11.21 PP-R Elbow 90o x 1/2″Ø pc 3.00
11.15 PP-R Tee, 1/2″Ø pc 3.00
11.65 S.S.Floor Drain 4′ x 4″ pc 1.00
Sub-total
12.00 Sanitary Works
12.09 uPVC Sanitary Pipe 4″Ø pc 6.00
12.13 uPVC Elbow 90o x 4″Ø pc 3.00
12.27 uPVC Wye 4″ x 4″ pc 3.00
12.28 Brass Cleanout 4″ x 4″ pc 6.00
12.07 uPVC Sanitary Pipe 2″Ø pc 6.00
12.11 uPVC Elbow 90o x 2″Ø pc 5.00
12.22 uPVC Wye 2″ x 2″ pc 3.00
12.17 uPVC Tee 2″ x 2″ pc 3.00
12.30 uPVC P-Trap 2″ pc 3.00
12.33 PVC Cement can 3.00
Sub-total
13.00 Painting Works
Concrete surfaces sq.m 186.56
13.18 Neutralizer gal 4.00
13.01 Latex, Flat gal 4.00
13.14 Masonry Putty gal 4.00
13.02 Latex, Semi Gloss gal 18.00
13.20 Acri Color qrt 10.00
Wood surfaces sq.m 114.16
13.04 Enamel, Flatwall gal 4.00
13.15 Glazing Putty gal 4.00
13.05 Enamel, Semi Gloss gal 7.00
13.16 Paint Thinner gal 6.00
Steel Surfaces (Roofing and Handwashing) sq.m 126.00
13.12 Primer, Zinc Chromate gal 9.00
13.13 Gloss Acrylic Roof Paint gal 9.00
13.13 Gloss Acrylic Paint gal 4.00
Sub-total
14.00 Tile Works
14.02 Unglazed Floor Tiles 30cm x 30cm pc 30.00
14.06 Glazed Wall Tiles 30cm x 30cm pc 110.00
14.15 Tile Grout 5 kg/bag bag 4.00
14.16 Tile Adhesive 25 kg/bag bag 6.00
Sub-total
CLINIC (8m x 10m)
5.00 Masonry Works
Masonry Wall sq.m 25.00
5.04 CHB 4″ thk pc 313.00
5.02 Portland Cement bag 13.00
5.03 Washed Sand cu.m 2.00
5.06 10mm x 6m RSB kg 34.00
5.07 G.I. Tie Wire kg 1.00
Plastering sq.m 82.40
5.02 Portland Cement bag 28.00
5.03 Washed Sand cu.m 3.00
Sub-total
6.00 Doors and Windows
Refurbish Windows lot 1.00
6.03 D-1, Panel Door 0.90m x 2.10m on 150mm Wooden Jamb complete with Accessories (lever type door knob) set 2.00
6.21 PVC Door 0.60m x 2.10m pc 2.00
Sub-total
7.00 Steel Works
7.08 LC 150 x 65 x 20 x 3.0mm kg 208.50
7.04 LC 100 x 50 x 15 x 1.5mm kg 226.80
7.11 L 25 x 25 x 3mm kg 98.25
7.18 Plain Round Bar 10mmØ x 6m pc 6.00
7.46 Welding Rod kg 11.00
7.17 Flat Bar 1″ x 1/4″ kg 32.40
13.12 Primer, Zinc Chromate gal 2.00
Sub-total
8.00 Roofing Works
8.01 Removal of Roofing Sheets sq.m 137.00
8.16 G.I. Long-Span Roofing, Corrugated, Pre-Painted, 1220mm x 0.4mm thk m 137.00
8.17 G.I. Ridge Roll, Preformed, Pre-Painted, 0.610m x 2.440m x 0.6mm thk pc 3.00
8.19 G.I. Flashing, Preformed, Pre-Painted, 0.610m x 2.440m x 0.6mm thk pc 10.00
8.35 Teckscrew 2-1/2″ pc 1,096.00
8.36 Roof Sealant L 5.00
Sub-total
9.00 Carpentry Works
9.01 Removal of Ceiling sq.m 109.60
Interior ceiling (cathedral type) sq.m 68.00
9.13 Metal Carrying Channel (12mm x 38mm x 5m x 0.8mm thk) pc 13.00
9.02 Plywood, Ordinary 1/4″ x 4′ x 8′ pc 24.00
9.22 Metal Double Furring Channel (19mm x 50mm x 5m x 0.5mm thk) pc 24.00
9.23 Wall Angle pc 15.00
9.42 W Clip pc 109.00
9.13 Suspension Clip & Rod Joiner pc 56.00
9.06 Steel Angle pc 56.00
9.22 Round Bar Hanger (8 mm diam.) kg 62.00
9.23 Blind Rivets pc 229.00
Exterior Ceiling (1.5) sq.m 41.60
9.13 Metal Carrying Channel (12mm x 38mm x 5m x 0.8mm thk) pc 8.00
9.02 Plywood, Ordinary 1/4″ x 4′ x 8′ pc 15.00
9.22 Metal Double Furring Channel (19mm x 50mm x 5m x 0.5mm thk) pc 15.00
9.23 Wall Angle pc 10.00
9.42 W Clip pc 67.00
9.13 Suspension Clip & Rod Joiner pc 35.00
9.06 Steel Angle pc 35.00
9.22 Round Bar Hanger (8 mm diam.) kg 38.00
9.23 Blind Rivets pc 140.00
9.15 Ceiling Vent 1″ x 12″ x 4′ with Screen pc 6.00
Sub-total
10.00 Electrical Works
Roughing-ins
10.01 Electrical Conduit uPVC, 15mmØ pc 25.00
10.06 RSC 20mmØ pc 1.00
10.34 Entrance Cap 20mm dia. pc 1.00
10.16 Junction Box, 4″ x 4″ G.I. pc 7.00
10.17 Utility Box, 2″ x 4″ G.I. pc 12.00
Wires & Fixtures
10.11 3.5 mm2 THW Wire, Stranded m 225.00
10.28 Duplex C.O. with Plate pc 8.00
10.25 3-Gang Switch with Plate pc 2.00
10.23 Single Switch with Plate pc 2.00
10.21 FL 1 x 40W Industrial Type set 8.00
10.48 Panel Box, Flush Type, 4 Branches set 1.00
10.39 Circuit Breaker, 30A 2P set 2.00
10.59 Wall Fan (Standard/Any Equivalent) set 4.00
10.58 Electrical Tape pc 2.00
Sub-total
11.00 Plumbing Works
11.62 Water Closet 1.6gpf with Accessories set 2.00
11.59 Faucet, Plain Bibb, Brass 1/2″Ø pc 2.00
11.70 Faucet, Lavatory set 2.00
11.06 PP-R Pipe 1/2″Ø pc 6.00
11.08 PP-R Coupling, 1/2″Ø pc 5.00
11.21 PP-R Elbow 90o x 1/2″Ø pc 3.00
11.15 PP-R Tee, 1/2″Ø pc 3.00
11.65 S.S.Floor Drain 4′ x 4″ pc 1.00
Sub-total
12.00 Sanitary Works
12.09 uPVC Sanitary Pipe 4″Ø pc 6.00
12.13 uPVC Elbow 90o x 4″Ø pc 3.00
12.27 uPVC Wye 4″ x 4″ pc 3.00
12.28 Brass Cleanout 4″ x 4″ pc 6.00
12.07 uPVC Sanitary Pipe 2″Ø pc 6.00
12.11 uPVC Elbow 90o x 2″Ø pc 5.00
12.22 uPVC Wye 2″ x 2″ pc 3.00
12.17 uPVC Tee 2″ x 2″ pc 3.00
12.30 uPVC P-Trap 2″ pc 3.00
12.33 PVC Cement can 3.00
Sub-total
13.00 Painting Works
Concrete surfaces sq.m 186.56
13.18 Neutralizer gal 4.00
13.01 Latex, Flat gal 4.00
13.14 Masonry Putty gal 4.00
13.02 Latex, Semi Gloss gal 18.00
13.20 Acri Color qrt 10.00
Wood surfaces sq.m 109.60
13.04 Enamel, Flatwall gal 4.00
13.15 Glazing Putty gal 4.00
13.05 Enamel, Semi Gloss gal 7.00
13.16 Paint Thinner gal 6.00
Sub-total
14.00 Tile Works
14.02 Unglazed Floor Tiles 30cm x 30cm pc 50.00
14.06 Glazed Wall Tiles 30cm x 30cm pc 200.00
14.15 Tile Grout 5 kg/bag bag 4.00
14.16 Tile Adhesive 25 kg/bag bag 6.00
Sub-total

II DIRECT COST
III INDIRECT COST
IV TAX
V TOTAL CONSTRUCTION COST

Prepared by:

CONTRACTOR

PROJECT : REPAIR AND REHABILITATION OF SCHOOL BUILDINGS – 20 CLASSROOOMS WITH 1 DETTACHED TOILET
SCHOOL : LUCAP ELEMENTARY SCHOOL
LOCATION : LUCAP, ALAMINOS CITY, PANGASINAN
OWNER : DEPARTMENT OF EDUCATION
SUBJECT : APPROVED AGENCY ESTIMATE

DECS ONE (1) CLASSROOM BUILDING (7m x 8m)
5.00 Masonry Works
Masonry Wall sq.m 34.00
5.04 CHB 4″ thk pc 425.00
5.02 Portland Cement bag 17.00
5.03 Washed Sand cu.m 2.00
5.06 10mm x 6m RSB kg 46.00
5.07 G.I. Tie Wire kg 1.00
Plastering sq.m 124.40
5.02 Portland Cement bag 42.00
5.03 Washed Sand cu.m 5.00
Sub-total
6.00 Doors and Windows
6.01 Removal of Door with Jamb set 1.00
6.02 Removal of Window with Jamb sq.m 14.20
6.03 D-1, Panel Door 0.90m x 2.10m on 150mm Wooden Jamb complete with Accessories (lever type door knob) set 1.00
6.21 PVC Door 0.60m x 2.10m pc 1.00
6.07 W – 1, ( 2.6 x 1.6 m) Jalousie Window with Clear Glass Blades on JalouPlus Type Silver Colored Frame and Fixed Clear Glass Transom on 50 x 150 mm Wooden Jamb complete with Accessories set 2.00
6.45 W – 2, ( 1.3 x 1.6 m) Jalousie Window with Clear Glass Blades on JalouPlus Type Silver Colored Frame and Fixed Clear Glass Transom on 50 x 150 mm Wooden Jamb complete with Accessories set 2.00
6.40 W – 4, ( 0.6 x 0.6 m) Jalousie Window with Clear Glass Blades on JalouPlus Type Silver Colored Frame and Fixed Clear Glass Transom on 50 x 150 mm Wooden Jamb complete with Accessories set 1.00
Sub-total
7.00 Steel Works
7.08 LC 150 x 65 x 20 x 3.0mm kg 750.60
7.04 LC 100 x 50 x 15 x 1.5mm kg 604.80
7.11 L 25 x 25 x 3mm kg 98.25
7.18 Plain Round Bar 10mmØ x 6m pc 6.00
7.46 Welding Rod kg 30.00
7.17 Flat Bar 1″ x 1/4″ kg 32.40
13.12 Primer, Zinc Chromate gal 2.00
Sub-total
8.00 Roofing Works
8.01 Removal of Roofing Sheets sq.m 114.40
8.02 Removal of Ridge Roll pc 4.00
8.03 Removal of Flashing pc 10.00
8.16 G.I. Long-Span Roofing, Corrugated, Pre-Painted, 1220mm x 0.4mm thk m 114.40
8.17 G.I. Ridge Roll, Preformed, Pre-Painted, 0.610m x 2.440m x 0.6mm thk pc 5.00
8.19 G.I. Flashing, Preformed, Pre-Painted, 0.610m x 2.440m x 0.6mm thk pc 10.00
8.35 Teckscrew 2-1/2″ pc 916.00
8.36 Roof Sealant L 2.00
Sub-total
9.00 Carpentry Works
9.01 Removal of Ceiling sq.m 95.08
Interior ceiling with CR (cathedral type) sq.m 61.80
9.13 Metal Carrying Channel (12mm x 38mm x 5m x 0.8mm thk) pc 12.00
9.02 Plywood, Ordinary 1/4″ x 4′ x 8′ pc 22.00
9.22 Metal Double Furring Channel (19mm x 50mm x 5m x 0.5mm thk) pc 22.00
9.23 Wall Angle pc 14.00
9.42 W Clip pc 99.00
9.13 Suspension Clip & Rod Joiner pc 51.00
9.06 Steel Angle pc 51.00
9.22 Round Bar Hanger (8 mm diam.) kg 56.00
9.23 Blind Rivets pc 208.00
Exterior Ceiling (1.5) sq.m 33.28
9.13 Metal Carrying Channel (12mm x 38mm x 5m x 0.8mm thk) pc 7.00
9.02 Plywood, Ordinary 1/4″ x 4′ x 8′ pc 12.00
9.22 Metal Double Furring Channel (19mm x 50mm x 5m x 0.5mm thk) pc 12.00
9.23 Wall Angle pc 8.00
9.42 W Clip pc 54.00
9.13 Suspension Clip & Rod Joiner pc 28.00
9.06 Steel Angle pc 28.00
9.22 Round Bar Hanger (8 mm diam.) kg 31.00
9.23 Blind Rivets pc 112.00
9.15 Ceiling Vent 1″ x 12″ x 4′ with Screen pc 4.00
Blackboards sq.m 2.88
9.14 S4S Lumber, Kiln Dried, Tanguile bd.ft 19.00
9.43 Lawanit, 1/4″ thk pc 1.00
9.22 Finishing Nails kg 1.00
9.23 Common Wire Nails kg 1.00
9.24 Concrete Nails kg 1.00
Sub-total
10.00 Electrical Works
Roughing-ins
10.01 Electrical Conduit uPVC, 15mmØ pc 25.00
10.06 RSC 20mmØ pc 1.00
10.34 Entrance Cap 20mm dia. pc 1.00
10.16 Junction Box, 4″ x 4″ G.I. pc 6.00
10.17 Utility Box, 2″ x 4″ G.I. pc 6.00
Wires & Fixtures
10.11 3.5 mm2 THW Wire, Stranded m 225.00
10.28 Duplex C.O. with Plate pc 4.00
10.25 3-Gang Switch with Plate pc 1.00
10.23 Single Switch with Plate pc 1.00
10.21 FL 1 x 40W Industrial Type set 6.00
10.48 Panel Box, Flush Type, 4 Branches set 1.00
10.39 Circuit Breaker, 30A 2P set 1.00
10.59 Wall Fan (Standard/Any Equivalent) set 2.00
10.58 Electrical Tape pc 1.00
Sub-total
11.00 Plumbing Works
11.62 Water Closet 1.6gpf with Accessories set 1.00
11.59 Faucet, Plain Bibb, Brass 1/2″Ø pc 1.00
11.70 Faucet, Lavatory set 1.00
11.06 PP-R Pipe 1/2″Ø pc 6.00
11.08 PP-R Coupling, 1/2″Ø pc 5.00
11.21 PP-R Elbow 90o x 1/2″Ø pc 3.00
11.15 PP-R Tee, 1/2″Ø pc 3.00
11.65 S.S.Floor Drain 4′ x 4″ pc 1.00
Sub-total
12.00 Sanitary Works
12.32a Septic Tank unit 1.00
12.09 uPVC Sanitary Pipe 4″Ø pc 6.00
12.13 uPVC Elbow 90o x 4″Ø pc 3.00
12.27 uPVC Wye 4″ x 4″ pc 3.00
12.28 Brass Cleanout 4″ x 4″ pc 6.00
12.07 uPVC Sanitary Pipe 2″Ø pc 6.00
12.11 uPVC Elbow 90o x 2″Ø pc 5.00
12.22 uPVC Wye 2″ x 2″ pc 3.00
12.17 uPVC Tee 2″ x 2″ pc 3.00
12.30 uPVC P-Trap 2″ pc 3.00
12.33 PVC Cement can 3.00
Sub-total
13.00 Painting Works
Concrete surfaces sq.m 186.56
13.18 Neutralizer gal 1.00
13.01 Latex, Flat gal 7.00
13.14 Masonry Putty gal 3.00
13.02 Latex, Semi Gloss gal 14.00
13.20 Acri Color qrt 8.00
Wood surfaces sq.m 97.96
13.04 Enamel, Flatwall gal 5.00
13.15 Glazing Putty gal 4.00
13.05 Enamel, Semi Gloss gal 5.00
13.16 Paint Thinner gal 3.00
Sub-total
14.00 Tile Works
14.02 Unglazed Floor Tiles 30cm x 30cm pc 30.00
14.06 Glazed Wall Tiles 30cm x 30cm pc 110.00
14.15 Tile Grout 5 kg/bag bag 4.00
14.16 Tile Adhesive 25 kg/bag bag 6.00
Sub-total

ARMY TYPE BLDG. TWO (2) CLASSROOMS – 7m x 6m
2.00 Concreting Works
Slab cu.m 8.40
2.01 Portland Cement bag 76.00
2.02 Crushed Gravel 3/4″ cu.m 8.50
2.03 Washed Sand cu.m 4.25
Beams cu.m 3.85
2.01 Portland Cement bag 35.00
2.02 Crushed Gravel 3/4″ cu.m 4.00
2.03 Washed Sand cu.m 2.00
Sub-total
3.00 Rebar Works
Slab kg 195.27
Beam kg 630.56
3.01 Deformed Round Bars, Grade 40 kg 825.83
3.02 G.I. Tie Wire kg 17.00
Sub-total
4.00 Formworks
Beams sq.m 38.79
4.01 Coco Lumber bd.ft 198.00
4.02 Plywood Ordinary, 1/4″ x 4′ x 8′ pc 7.00
4.04 CWN, Assorted kg 3.00
Sub-total
5.00 Masonry Works
Masonry Wall sq.m 34.00
5.04 CHB 4″ thk pc 425.00
5.02 Portland Cement bag 17.00
5.03 Washed Sand cu.m 2.00
5.06 10mm x 6m RSB kg 46.00
5.07 G.I. Tie Wire kg 1.00
Plastering sq.m 136.40
5.02 Portland Cement bag 46.00
5.03 Washed Sand cu.m 5.00
Sub-total
6.00 Doors and Windows
6.01 Removal of Door with Jamb set 2.00
6.02 Removal of Window with Jamb sq.m 28.70
6.03 D-1, Panel Door 0.90m x 2.10m on 150mm Wooden Jamb complete with Accessories (lever type door knob) set 2.00
6.21 PVC Door 0.60m x 2.10m pc 2.00
6.07 W – 1, ( 2.6 x 1.6 m) Jalousie Window with Clear Glass Blades on JalouPlus Type Silver Colored Frame and Fixed Clear Glass Transom on 50 x 150 mm Wooden Jamb complete with Accessories set 4.00
6.45 W – 2, ( 1.3 x 1.6 m) Jalousie Window with Clear Glass Blades on JalouPlus Type Silver Colored Frame and Fixed Clear Glass Transom on 50 x 150 mm Wooden Jamb complete with Accessories set 4.00
6.40 W – 4, ( 0.6 x 0.6 m) Jalousie Window with Clear Glass Blades on JalouPlus Type Silver Colored Frame and Fixed Clear Glass Transom on 50 x 150 mm Wooden Jamb complete with Accessories set 2.00
Sub-total
7.00 Steel Works
7.08 LC 150 x 65 x 20 x 3.0mm kg 1,167.60
7.04 LC 100 x 50 x 15 x 1.5mm kg 680.40
7.11 L 25 x 25 x 3mm kg 156.00
7.17 Flat Bar 1″ x 1/4″ kg 35.40
7.18 Plain Round Bar 10mmØ x 6m pc 12.00
7.46 Welding Rod kg 41.00
13.12 Primer, Zinc Chromate gal 3.00
Sub-total
8.00 Roofing Works
8.16 G.I. Long-Span Roofing, Corrugated, Pre-Painted, 1220mm x 0.4mm thk m 156.00
8.17 G.I. Ridge Roll, Preformed, Pre-Painted, 0.610m x 2.440m x 0.6mm thk pc 6.00
8.19 G.I. Flashing, Preformed, Pre-Painted, 0.610m x 2.440m x 0.6mm thk pc 10.00
8.35 Teckscrew 2-1/2″ pc 1,248.00
8.36 Roof Sealant L 2.00
Sub-total
9.00 Carpentry Works
9.01 Removal of Ceiling sq.m 172.08
Interior ceiling with CR (cathedral type) sq.m 123.60
9.13 Metal Carrying Channel (12mm x 38mm x 5m x 0.8mm thk) pc 24.00
9.02 Plywood, Ordinary 1/4″ x 4′ x 8′ pc 43.00
9.22 Metal Double Furring Channel (19mm x 50mm x 5m x 0.5mm thk) pc 43.00
9.23 Wall Angle pc 28.00
9.42 W Clip pc 198.00
9.13 Suspension Clip & Rod Joiner pc 102.00
9.06 Steel Angle pc 102.00
9.22 Round Bar Hanger (8 mm diam.) kg 112.00
9.23 Blind Rivets pc 416.00
Exterior Ceiling (1.5) sq.m 48.48
9.13 Metal Carrying Channel (12mm x 38mm x 5m x 0.8mm thk) pc 10.00
9.02 Plywood, Ordinary 1/4″ x 4′ x 8′ pc 17.00
9.22 Metal Double Furring Channel (19mm x 50mm x 5m x 0.5mm thk) pc 17.00
9.23 Wall Angle pc 11.00
9.42 W Clip pc 78.00
9.13 Suspension Clip & Rod Joiner pc 40.00
9.06 Steel Angle pc 40.00
9.22 Round Bar Hanger (8 mm diam.) kg 44.00
9.23 Blind Rivets pc 163.00
9.15 Ceiling Vent 1″ x 12″ x 4′ with Screen pc 8.00
Blackboards sq.m 11.52
9.14 S4S Lumber, Kiln Dried, Tanguile bd.ft 74.00
9.43 Lawanit, 1/4″ thk pc 4.00
9.22 Finishing Nails kg 1.00
9.23 Common Wire Nails kg 2.00
9.24 Concrete Nails kg 1.00
Sub-total
10.00 Electrical Works
Roughing-ins
10.01 Electrical Conduit uPVC, 15mmØ pc 40.00
10.06 RSC 20mmØ pc 1.00
10.34 Entrance Cap 20mm dia. pc 1.00
10.16 Junction Box, 4″ x 4″ G.I. pc 12.00
10.17 Utility Box, 2″ x 4″ G.I. pc 12.00
Wires & Fixtures
10.11 3.5 mm2 THW Wire, Stranded m 240.00
10.28 Duplex C.O. with Plate pc 8.00
10.25 3-Gang Switch with Plate pc 2.00
10.23 Single Switch with Plate pc 2.00
10.21 FL 1 x 40W Industrial Type set 12.00
10.48 Panel Box, Flush Type, 4 Branches set 1.00
10.59 Wall Fan (Standard/Any Equivalent) set 4.00
10.39 Circuit Breaker, 30A 2P set 2.00
10.58 Electrical Tape pc 2.00
Sub-total
11.00 Plumbing Works
11.62 Water Closet 1.6gpf with Accessories set 2.00
11.59 Faucet, Plain Bibb, Brass 1/2″Ø pc 2.00
11.70 Faucet, Lavatory set 2.00
11.06 PP-R Pipe 1/2″Ø pc 12.00
11.08 PP-R Coupling, 1/2″Ø pc 9.00
11.21 PP-R Elbow 90o x 1/2″Ø pc 6.00
11.15 PP-R Tee, 1/2″Ø pc 6.00
11.65 S.S.Floor Drain 4′ x 4″ pc 2.00
Sub-total
12.00 Sanitary Works
12.32a Septic Tank unit 1.00
12.09 uPVC Sanitary Pipe 4″Ø pc 10.00
12.13 uPVC Elbow 90o x 4″Ø pc 6.00
12.27 uPVC Wye 4″ x 4″ pc 3.00
12.28 Brass Cleanout 4″ x 4″ pc 12.00
12.07 uPVC Sanitary Pipe 2″Ø pc 12.00
12.11 uPVC Elbow 90o x 2″Ø pc 9.00
12.22 uPVC Wye 2″ x 2″ pc 6.00
12.17 uPVC Tee 2″ x 2″ pc 3.00
12.30 uPVC P-Trap 2″ pc 3.00
12.33 PVC Cement can 6.00
Sub-total
13.00 Painting Works
Concrete surfaces sq.m 250.18
13.18 Neutralizer gal 1.00
13.01 Latex, Flat gal 9.00
13.14 Masonry Putty gal 3.00
13.02 Latex, Semi Gloss gal 18.00
13.20 Acri Color qrt 10.00
Wood surfaces sq.m 183.60
13.04 Enamel, Flatwall gal 10.00
13.15 Glazing Putty gal 7.00
13.05 Enamel, Semi Gloss gal 10.00
13.16 Paint Thinner gal 5.00
Sub-total
14.00 Tile Works
14.02 Unglazed Floor Tiles 30cm x 30cm pc 70.00
14.06 Glazed Wall Tiles 30cm x 30cm pc 290.00
14.15 Tile Grout 5 kg/bag bag 6.00
14.16 Tile Adhesive 25 kg/bag bag 8.00
Sub-total

DETTACHED COMFORT ROOM
5.00 Masonry Works
Masonry Wall sq.m 10.00
5.04 CHB 4″ thk pc 125.00
5.02 Portland Cement bag 5.00
5.03 Washed Sand cu.m 1.00
5.06 10mm x 6m RSB kg 14.00
5.07 G.I. Tie Wire kg 1.00
Plastering sq.m 20.00
5.02 Portland Cement bag 7.00
5.03 Washed Sand cu.m 1.00
Sub-total
6.00 Doors and Windows
6.01 Removal of Door with Jamb set 2.00
6.21 PVC Door 0.60m x 2.10m pc 3.00
6.40 W – 4, ( 0.6 x 0.6 m) Jalousie Window with Clear Glass Blades on JalouPlus Type Silver Colored Frame and Fixed Clear Glass Transom on 50 x 150 mm Wooden Jamb complete with Accessories set 3.00
Sub-total
8.00 Roofing Works
8.16 G.I. Long-Span Roofing, Corrugated, Pre-Painted, 1220mm x 0.4mm thk m 50.40
8.17 G.I. Ridge Roll, Preformed, Pre-Painted, 0.610m x 2.440m x 0.6mm thk pc 3.00
8.19 G.I. Flashing, Preformed, Pre-Painted, 0.610m x 2.440m x 0.6mm thk pc 12.00
8.35 Teckscrew 2-1/2″ pc 404.00
8.36 Roof Sealant L 1.00
Sub-total
9.00 Carpentry Works
9.01 Removal of Ceiling sq.m 32.00
Interior ceiling (cathedral type) sq.m 16.00
9.13 Metal Carrying Channel (12mm x 38mm x 5m x 0.8mm thk) pc 4.00
9.02 Plywood, Ordinary 1/4″ x 4′ x 8′ pc 6.00
9.22 Metal Double Furring Channel (19mm x 50mm x 5m x 0.5mm thk) pc 6.00
9.23 Wall Angle pc 4.00
9.42 W Clip pc 26.00
9.13 Suspension Clip & Rod Joiner pc 14.00
9.06 Steel Angle pc 14.00
9.22 Round Bar Hanger (8 mm diam.) kg 15.00
9.23 Blind Rivets pc 54.00
Exterior Ceiling (1.5) sq.m 16.00
9.13 Metal Carrying Channel (12mm x 38mm x 5m x 0.8mm thk) pc 4.00
9.02 Plywood, Ordinary 1/4″ x 4′ x 8′ pc 6.00
9.22 Metal Double Furring Channel (19mm x 50mm x 5m x 0.5mm thk) pc 6.00
9.23 Wall Angle pc 4.00
9.42 W Clip pc 26.00
9.13 Suspension Clip & Rod Joiner pc 14.00
9.06 Steel Angle pc 14.00
9.22 Round Bar Hanger (8 mm diam.) kg 15.00
9.23 Blind Rivets pc 54.00
9.15 Ceiling Vent 1″ x 12″ x 4′ with Screen pc 2.00
Sub-total
10.00 Electrical Works
Roughing-ins
10.01 Electrical Conduit uPVC, 15mmØ pc 25.00
10.06 RSC 20mmØ pc 1.00
10.34 Entrance Cap 20mm dia. pc 1.00
10.16 Junction Box, 4″ x 4″ G.I. pc 4.00
10.17 Utility Box, 2″ x 4″ G.I. pc 4.00
Wires & Fixtures
10.11 3.5 mm2 THW Wire, Stranded m 225.00
10.23 Single Switch with Plate pc 4.00
10.21 FL 1 x 40W Industrial Type set 4.00
10.39 Circuit Breaker, 30A 2P set 1.00
10.58 Electrical Tape pc 1.00
Sub-total
11.00 Plumbing Works
11.62 Water Closet 1.6gpf with Accessories set 3.00
11.59 Faucet, Plain Bibb, Brass 1/2″Ø pc 3.00
11.06 PP-R Pipe 1/2″Ø pc 12.00
11.08 PP-R Coupling, 1/2″Ø pc 9.00
11.21 PP-R Elbow 90o x 1/2″Ø pc 6.00
11.15 PP-R Tee, 1/2″Ø pc 6.00
11.65 S.S.Floor Drain 4′ x 4″ pc 3.00
Sub-total
12.00 Sanitary Works
12.09 uPVC Sanitary Pipe 4″Ø pc 10.00
12.13 uPVC Elbow 90o x 4″Ø pc 6.00
12.27 uPVC Wye 4″ x 4″ pc 3.00
12.28 Brass Cleanout 4″ x 4″ pc 12.00
12.07 uPVC Sanitary Pipe 2″Ø pc 12.00
12.11 uPVC Elbow 90o x 2″Ø pc 9.00
12.22 uPVC Wye 2″ x 2″ pc 6.00
12.17 uPVC Tee 2″ x 2″ pc 3.00
12.30 uPVC P-Trap 2″ pc 3.00
12.33 PVC Cement can 6.00
Sub-total
13.00 Painting Works
Concrete surfaces sq.m 125.28
13.18 Neutralizer gal 1.00
13.01 Latex, Flat gal 5.00
13.14 Masonry Putty gal 3.00
13.02 Latex, Semi Gloss gal 10.00
13.20 Acri Color qrt 6.00
Wood surfaces sq.m 32.00
13.04 Enamel, Flatwall gal 2.00
13.15 Glazing Putty gal 2.00
13.05 Enamel, Semi Gloss gal 2.00
13.16 Paint Thinner gal 1.00
Sub-total
14.00 Tile Works
14.02 Unglazed Floor Tiles 30cm x 30cm pc 70.00
14.06 Glazed Wall Tiles 30cm x 30cm pc 494.00
14.15 Tile Grout 5 kg/bag bag 7.00
14.16 Tile Adhesive 25 kg/bag bag 9.00
Sub-total
HOME ECONOMICS BLDG. (5.5M X 9M)
2.00 Concreting Works
Slab cu.m 4.95
2.01 Portland Cement bag 45.00
2.02 Crushed Gravel 3/4″ cu.m 5.00
2.03 Washed Sand cu.m 2.50
Corridor Slab cu.m 2.25
2.01 Portland Cement bag 21.00
2.02 Crushed Gravel 3/4″ cu.m 2.25
2.03 Washed Sand cu.m 1.25
Beams cu.m 3.85
2.01 Portland Cement bag 35.00
2.02 Crushed Gravel 3/4″ cu.m 4.00
2.03 Washed Sand cu.m 2.00
Sub-total
3.00 Rebar Works
Slab kg 195.27
Corridor Slab kg 45.28
Beam kg 630.56
3.01 Deformed Round Bars, Grade 40 kg 871.11
3.02 G.I. Tie Wire kg 18.00
Sub-total
4.00 Formworks
Beams sq.m 38.79
4.01 Coco Lumber bd.ft 198.00
4.02 Plywood Ordinary, 1/4″ x 4′ x 8′ pc 7.00
4.04 CWN, Assorted kg 3.00
Sub-total
Masonry Wall sq.m 34.00
5.04 CHB 4″ thk pc 425.00
5.02 Portland Cement bag 17.00
5.03 Washed Sand cu.m 2.00
5.06 10mm x 6m RSB kg 46.00
5.07 G.I. Tie Wire kg 1.00
Plastering sq.m 136.40
5.02 Portland Cement bag 46.00
5.03 Washed Sand cu.m 5.00
Sub-total
6.00 Doors and Windows
6.01 Removal of Door with Jamb set 1.00
6.02 Removal of Window with Jamb sq.m 54.00
6.03 D-1, Panel Door 0.90m x 2.10m on 150mm Wooden Jamb complete with Accessories (lever type door knob) set 2.00
6.21 PVC Door 0.60m x 2.10m pc 2.00
6.39 W – 3, ( 1.8 x 1.6 m) Jalousie Window with Clear Glass Blades on JalouPlus Type Silver Colored Frame and Fixed Clear Glass Transom on 50 x 150 mm Wooden Jamb complete with Accessories set 4.00
6.45 W – 2, ( 1.3 x 1.6 m) Jalousie Window with Clear Glass Blades on JalouPlus Type Silver Colored Frame and Fixed Clear Glass Transom on 50 x 150 mm Wooden Jamb complete with Accessories set 2.00
6.40 W – 4, ( 0.6 x 0.6 m) Jalousie Window with Clear Glass Blades on JalouPlus Type Silver Colored Frame and Fixed Clear Glass Transom on 50 x 150 mm Wooden Jamb complete with Accessories set 2.00
Sub-total
7.00 Steel Works
7.08 LC 150 x 65 x 20 x 3.0mm kg 917.40
7.04 LC 100 x 50 x 15 x 1.5mm kg 604.80
7.11 L 25 x 25 x 3mm kg 156.00
7.17 Flat Bar 1″ x 1/4″ kg 53.10
7.18 Plain Round Bar 10mmØ x 6m pc 9.00
7.46 Welding Rod kg 35.00
13.12 Primer, Zinc Chromate gal 2.00
Sub-total
8.00 Roofing Works
8.01 Removal of Roofing Sheets sq.m 117.00
8.02 Removal of Ridge Roll pc 5.00
8.03 Removal of Flashing pc 10.00
8.16 G.I. Long-Span Roofing, Corrugated, Pre-Painted, 1220mm x 0.4mm thk m 117.00
8.17 G.I. Ridge Roll, Preformed, Pre-Painted, 0.610m x 2.440m x 0.6mm thk pc 5.00
8.19 G.I. Flashing, Preformed, Pre-Painted, 0.610m x 2.440m x 0.6mm thk pc 10.00
8.35 Teckscrew 2-1/2″ pc 936.00
8.36 Roof Sealant L 2.00
Sub-total
9.00 Carpentry Works
9.01 Removal of Ceiling sq.m 175.00
Interior ceiling with CR (cathedral type) sq.m 68.60
9.13 Rough Lumber, Sun Dried, Tanguile bd.ft 300.00
9.02 Plywood, Ordinary 1/4″ x 4′ x 8′ pc 24.00
9.22 Finishing Nails kg 2.00
9.23 Common Wire Nails kg 6.00
9.42 Wood Preservative, Brown L 1.00
Exterior Ceiling sq.m 39.48
9.13 Rough Lumber, Sun Dried, Tanguile bd.ft 173.00
9.06 Plywood, Marine 1/4″ x 4′ x 8′ pc 14.00
9.22 Finishing Nails kg 1.00
9.23 Common Wire Nails kg 4.00
9.42 Wood Preservative, Brown L 1.00
9.19 Fascia Board, Fiber Cement 10″ x 12′ pc 16.00
9.15 Ceiling Vent 1″ x 12″ x 4′ with Screen pc 6.00
Sub-total
10.00 Electrical Works
Roughing-ins
10.01 Electrical Conduit uPVC, 15mmØ pc 24.00
10.06 RSC 20mmØ pc 1.00
10.34 Entrance Cap 20mm dia. pc 1.00
10.16 Junction Box, 4″ x 4″ G.I. pc 12.00
10.17 Utility Box, 2″ x 4″ G.I. pc 9.00
Wires & Fixtures
10.11 3.5 mm2 THW Wire, Stranded m 144.00
10.28 Duplex C.O. with Plate pc 4.00
10.25 3-Gang Switch with Plate pc 2.00
10.23 Single Switch with Plate pc 3.00
10.21 FL 1 x 40W Industrial Type set 9.00
10.48 Panel Box, Flush Type, 4 Branches set 1.00
10.39 Circuit Breaker, 30A 2P set 2.00
10.58 Electrical Tape pc 2.00
Sub-total
11.00 Plumbing Works
11.62 Water Closet 1.6gpf with Accessories set 2.00
11.59 Faucet, Plain Bibb, Brass 1/2″Ø pc 2.00
11.06 PP-R Pipe 1/2″Ø pc 12.00
11.08 PP-R Coupling, 1/2″Ø pc 9.00
11.21 PP-R Elbow 90o x 1/2″Ø pc 6.00
11.15 PP-R Tee, 1/2″Ø pc 6.00
11.65 S.S.Floor Drain 4′ x 4″ pc 3.00
Sub-total
12.00 Sanitary Works
12.32a Septic Tank unit 1.00
12.09 uPVC Sanitary Pipe 4″Ø pc 10.00
12.13 uPVC Elbow 90o x 4″Ø pc 6.00
12.27 uPVC Wye 4″ x 4″ pc 3.00
12.28 Brass Cleanout 4″ x 4″ pc 12.00
12.07 uPVC Sanitary Pipe 2″Ø pc 12.00
12.11 uPVC Elbow 90o x 2″Ø pc 9.00
12.22 uPVC Wye 2″ x 2″ pc 6.00
12.17 uPVC Tee 2″ x 2″ pc 3.00
12.30 uPVC P-Trap 2″ pc 3.00
12.33 PVC Cement can 6.00
Sub-total
13.00 Painting Works
Concrete surfaces sq.m 153.37
13.18 Neutralizer gal 1.00
13.01 Latex, Flat gal 6.00
13.14 Masonry Putty gal 3.00
13.02 Latex, Semi Gloss gal 12.00
13.20 Acri Color qrt 6.00
Wood surfaces sq.m 108.08
13.04 Enamel, Flatwall gal 6.00
13.15 Glazing Putty gal 4.00
13.05 Enamel, Semi Gloss gal 6.00
13.16 Paint Thinner gal 3.00
Sub-total
14.00 Tile Works
14.02 Unglazed Floor Tiles 30cm x 30cm pc 50.00
14.06 Glazed Wall Tiles 30cm x 30cm pc 333.00
14.15 Tile Grout 5 kg/bag bag 7.00
14.16 Tile Adhesive 25 kg/bag bag 9.00
Sub-total

TWO (2) CLASSROOMS – 7m x 7m
5.00 Masonry Works
Masonry Wall sq.m 5.00
5.04 CHB 4″ thk pc 63.00
5.02 Portland Cement bag 3.00
5.03 Washed Sand cu.m 1.00
5.06 10mm x 6m RSB kg 7.00
5.07 G.I. Tie Wire kg 1.00
Plastering sq.m 10.00
5.02 Portland Cement bag 4.00
5.03 Washed Sand cu.m 1.00
Sub-total
6.00 Doors and Windows
6.01 Removal of Door with Jamb set 2.00
6.02 Removal of Window with Jamb sq.m 28.70
6.03 D-1, Panel Door 0.90m x 2.10m on 150mm Wooden Jamb complete with Accessories (lever type door knob) set 2.00
6.21 PVC Door 0.60m x 2.10m pc 4.00
6.07 W – 1, ( 2.6 x 1.6 m) Jalousie Window with Clear Glass Blades on JalouPlus Type Silver Colored Frame and Fixed Clear Glass Transom on 50 x 150 mm Wooden Jamb complete with Accessories set 2.00
6.45 W – 2, ( 1.3 x 1.6 m) Jalousie Window with Clear Glass Blades on JalouPlus Type Silver Colored Frame and Fixed Clear Glass Transom on 50 x 150 mm Wooden Jamb complete with Accessories set 6.00
6.40 W – 4, ( 0.6 x 0.6 m) Jalousie Window with Clear Glass Blades on JalouPlus Type Silver Colored Frame and Fixed Clear Glass Transom on 50 x 150 mm Wooden Jamb complete with Accessories set 2.00
Sub-total
7.00 Steel Works
7.08 LC 150 x 65 x 20 x 3.0mm kg 1,167.60
7.04 LC 100 x 50 x 15 x 1.5mm kg 907.20
7.11 L 25 x 25 x 3mm kg 156.00
7.17 Flat Bar 1″ x 1/4″ kg 44.25
7.18 Plain Round Bar 10mmØ x 6m pc 15.00
7.46 Welding Rod kg 46.00
13.12 Primer, Zinc Chromate gal 4.00
Sub-total
8.00 Roofing Works
8.16 G.I. Long-Span Roofing, Corrugated, Pre-Painted, 1220mm x 0.4mm thk m 187.20
8.17 G.I. Ridge Roll, Preformed, Pre-Painted, 0.610m x 2.440m x 0.6mm thk pc 8.00
8.19 G.I. Flashing, Preformed, Pre-Painted, 0.610m x 2.440m x 0.6mm thk pc 10.00
8.35 Teckscrew 2-1/2″ pc 1,498.00
8.36 Roof Sealant L 2.00
Sub-total
9.00 Carpentry Works
9.01 Removal of Ceiling sq.m 181.08
Interior ceiling with CR (cathedral type) sq.m 123.60
9.13 Metal Carrying Channel (12mm x 38mm x 5m x 0.8mm thk) pc 24.00
9.02 Plywood, Ordinary 1/4″ x 4′ x 8′ pc 43.00
9.22 Metal Double Furring Channel (19mm x 50mm x 5m x 0.5mm thk) pc 43.00
9.23 Wall Angle pc 28.00
9.42 W Clip pc 198.00
9.13 Suspension Clip & Rod Joiner pc 102.00
9.06 Steel Angle pc 102.00
9.22 Round Bar Hanger (8 mm diam.) kg 112.00
9.23 Blind Rivets pc 416.00
Exterior Ceiling (1.5) sq.m 57.48
9.13 Metal Carrying Channel (12mm x 38mm x 5m x 0.8mm thk) pc 11.00
9.02 Plywood, Ordinary 1/4″ x 4′ x 8′ pc 20.00
9.22 Metal Double Furring Channel (19mm x 50mm x 5m x 0.5mm thk) pc 20.00
9.23 Wall Angle pc 13.00
9.42 W Clip pc 92.00
9.13 Suspension Clip & Rod Joiner pc 48.00
9.06 Steel Angle pc 48.00
9.22 Round Bar Hanger (8 mm diam.) kg 52.00
9.23 Blind Rivets pc 194.00
9.15 Ceiling Vent 1″ x 12″ x 4′ with Screen pc 8.00
Blackboards sq.m 11.52
9.14 S4S Lumber, Kiln Dried, Tanguile bd.ft 74.00
9.43 Lawanit, 1/4″ thk pc 4.00
9.22 Finishing Nails kg 1.00
9.23 Common Wire Nails kg 2.00
9.24 Concrete Nails kg 1.00
Sub-total
10.00 Electrical Works
Roughing-ins
10.01 Electrical Conduit uPVC, 15mmØ pc 40.00
10.06 RSC 20mmØ pc 1.00
10.34 Entrance Cap 20mm dia. pc 1.00
10.16 Junction Box, 4″ x 4″ G.I. pc 12.00
10.17 Utility Box, 2″ x 4″ G.I. pc 8.00
Wires & Fixtures
10.11 3.5 mm2 THW Wire, Stranded m 240.00
10.28 Duplex C.O. with Plate pc 4.00
10.25 3-Gang Switch with Plate pc 2.00
10.23 Single Switch with Plate pc 2.00
10.21 FL 1 x 40W Industrial Type set 12.00
10.48 Panel Box, Flush Type, 4 Branches set 1.00
10.59 Wall Fan (Standard/Any Equivalent) set 4.00
10.39 Circuit Breaker, 30A 2P set 2.00
10.58 Electrical Tape pc 2.00
Sub-total
11.00 Plumbing Works
11.62 Water Closet 1.6gpf with Accessories set 2.00
11.59 Faucet, Plain Bibb, Brass 1/2″Ø pc 2.00
11.70 Faucet, Lavatory set 2.00
11.06 PP-R Pipe 1/2″Ø pc 12.00
11.08 PP-R Coupling, 1/2″Ø pc 9.00
11.21 PP-R Elbow 90o x 1/2″Ø pc 6.00
11.15 PP-R Tee, 1/2″Ø pc 6.00
11.65 S.S.Floor Drain 4′ x 4″ pc 2.00
Sub-total
12.00 Sanitary Works
12.32a Septic Tank unit 1.00
12.09 uPVC Sanitary Pipe 4″Ø pc 10.00
12.13 uPVC Elbow 90o x 4″Ø pc 6.00
12.27 uPVC Wye 4″ x 4″ pc 3.00
12.28 Brass Cleanout 4″ x 4″ pc 12.00
12.07 uPVC Sanitary Pipe 2″Ø pc 12.00
12.11 uPVC Elbow 90o x 2″Ø pc 9.00
12.22 uPVC Wye 2″ x 2″ pc 6.00
12.17 uPVC Tee 2″ x 2″ pc 3.00
12.30 uPVC P-Trap 2″ pc 3.00
12.33 PVC Cement can 6.00
Sub-total
13.00 Painting Works
Concrete surfaces sq.m 250.18
13.18 Neutralizer gal 1.00
13.01 Latex, Flat gal 9.00
13.14 Masonry Putty gal 3.00
13.02 Latex, Semi Gloss gal 18.00
13.20 Acri Color qrt 10.00
Wood surfaces sq.m 192.60
13.04 Enamel, Flatwall gal 10.00
13.15 Glazing Putty gal 7.00
13.05 Enamel, Semi Gloss gal 10.00
13.16 Paint Thinner gal 5.00
Sub-total
14.00 Tile Works
14.02 Unglazed Floor Tiles 30cm x 30cm pc 50.00
14.06 Glazed Wall Tiles 30cm x 30cm pc 200.00
14.15 Tile Grout 5 kg/bag bag 6.00
14.16 Tile Adhesive 25 kg/bag bag 4.00
Sub-total

ONE (1) CLASSROOM SPED BUILDING
2.00 Concreting Works
Slab cu.m 4.80
2.01 Portland Cement bag 44.00
2.02 Crushed Gravel 3/4″ cu.m 5.00
2.03 Washed Sand cu.m 2.50
Sub-total
3.00 Rebar Works
Slab kg 195.27
3.01 Deformed Round Bars, Grade 40 kg 195.27
3.02 G.I. Tie Wire kg 4.00
Sub-total
5.00 Masonry Works
Masonry Wall sq.m 26.00
5.04 CHB 4″ thk pc 325.00
5.02 Portland Cement bag 13.00
5.03 Washed Sand cu.m 2.00
5.06 10mm x 6m RSB kg 35.00
5.07 G.I. Tie Wire kg 1.00
Plastering sq.m 52.00
5.02 Portland Cement bag 18.00
5.03 Washed Sand cu.m 2.00
Sub-total
6.00 Doors and Windows
6.01 Removal of Door with Jamb set 1.00
6.02 Removal of Window with Jamb sq.m 14.20
6.03 D-1, Panel Door 0.90m x 2.10m on 150mm Wooden Jamb complete with Accessories (lever type door knob) set 1.00
6.21 PVC Door 0.60m x 2.10m pc 1.00
6.07 W – 1, ( 2.6 x 1.6 m) Jalousie Window with Clear Glass Blades on JalouPlus Type Silver Colored Frame and Fixed Clear Glass Transom on 50 x 150 mm Wooden Jamb complete with Accessories set 2.00
6.45 W – 2, ( 1.3 x 1.6 m) Jalousie Window with Clear Glass Blades on JalouPlus Type Silver Colored Frame and Fixed Clear Glass Transom on 50 x 150 mm Wooden Jamb complete with Accessories set 2.00
6.40 W – 4, ( 0.6 x 0.6 m) Jalousie Window with Clear Glass Blades on JalouPlus Type Silver Colored Frame and Fixed Clear Glass Transom on 50 x 150 mm Wooden Jamb complete with Accessories set 2.00
Sub-total
7.00 Steel Works
7.08 LC 150 x 65 x 20 x 3.0mm kg 667.20
7.04 LC 100 x 50 x 15 x 1.5mm kg 604.80
7.11 L 25 x 25 x 3mm kg 98.25
7.18 Plain Round Bar 10mmØ x 6m pc 6.00
7.46 Welding Rod kg 28.00
7.17 Flat Bar 1″ x 1/4″ kg 43.20
13.12 Primer, Zinc Chromate gal 2.00
Sub-total
8.00 Roofing Works
8.01 Removal of Roofing Sheets sq.m 129.80
8.02 Removal of Ridge Roll pc 5.00
8.03 Removal of Flashing pc 10.00
8.16 G.I. Long-Span Roofing, Corrugated, Pre-Painted, 1220mm x 0.4mm thk m 129.80
8.17 G.I. Ridge Roll, Preformed, Pre-Painted, 0.610m x 2.440m x 0.6mm thk pc 5.00
8.19 G.I. Flashing, Preformed, Pre-Painted, 0.610m x 2.440m x 0.6mm thk pc 10.00
8.35 Teckscrew 2-1/2″ pc 1,039.00
8.36 Roof Sealant L 2.00
Sub-total
9.00 Carpentry Works
9.01 Removal of Ceiling sq.m 122.36
Interior ceiling with CR (cathedral type) sq.m 60.20
9.13 Metal Carrying Channel (12mm x 38mm x 5m x 0.8mm thk) pc 12.00
9.02 Plywood, Ordinary 1/4″ x 4′ x 8′ pc 21.00
9.22 Metal Double Furring Channel (19mm x 50mm x 5m x 0.5mm thk) pc 21.00
9.23 Wall Angle pc 14.00
9.42 W Clip pc 97.00
9.13 Suspension Clip & Rod Joiner pc 50.00
9.06 Steel Angle pc 50.00
9.22 Round Bar Hanger (8 mm diam.) kg 55.00
9.23 Blind Rivets pc 203.00
Exterior Ceiling (1.5) sq.m 62.16
9.13 Metal Carrying Channel (12mm x 38mm x 5m x 0.8mm thk) pc 12.00
9.02 Plywood, Ordinary 1/4″ x 4′ x 8′ pc 22.00
9.22 Metal Double Furring Channel (19mm x 50mm x 5m x 0.5mm thk) pc 22.00
9.23 Wall Angle pc 14.00
9.42 W Clip pc 100.00
9.13 Suspension Clip & Rod Joiner pc 51.00
9.06 Steel Angle pc 51.00
9.22 Round Bar Hanger (8 mm diam.) kg 57.00
9.23 Blind Rivets pc 209.00
9.15 Ceiling Vent 1″ x 12″ x 4′ with Screen pc 4.00
Sub-total
10.00 Electrical Works
Roughing-ins
10.01 Electrical Conduit uPVC, 15mmØ pc 25.00
10.06 RSC 20mmØ pc 1.00
10.34 Entrance Cap 20mm dia. pc 1.00
10.16 Junction Box, 4″ x 4″ G.I. pc 9.00
10.17 Utility Box, 2″ x 4″ G.I. pc 11.00
Wires & Fixtures
10.11 3.5 mm2 THW Wire, Stranded m 225.00
10.28 Duplex C.O. with Plate pc 4.00
10.25 3-Gang Switch with Plate pc 2.00
10.23 Single Switch with Plate pc 1.00
10.21 FL 1 x 40W Industrial Type set 6.00
10.48 Panel Box, Flush Type, 4 Branches set 1.00
10.39 Circuit Breaker, 30A 2P set 1.00
10.59 Wall Fan (Standard/Any Equivalent) set 2.00
10.58 Electrical Tape pc 1.00
Sub-total
11.00 Plumbing Works
11.62 Water Closet 1.6gpf with Accessories set 1.00
11.59 Faucet, Plain Bibb, Brass 1/2″Ø pc 1.00
11.70 Faucet, Lavatory set 1.00
11.06 PP-R Pipe 1/2″Ø pc 6.00
11.08 PP-R Coupling, 1/2″Ø pc 5.00
11.21 PP-R Elbow 90o x 1/2″Ø pc 3.00
11.15 PP-R Tee, 1/2″Ø pc 3.00
11.65 S.S.Floor Drain 4′ x 4″ pc 1.00
Sub-total
12.00 Sanitary Works
12.32a Septic Tank unit 1.00
12.09 uPVC Sanitary Pipe 4″Ø pc 6.00
12.13 uPVC Elbow 90o x 4″Ø pc 3.00
12.27 uPVC Wye 4″ x 4″ pc 3.00
12.28 Brass Cleanout 4″ x 4″ pc 6.00
12.07 uPVC Sanitary Pipe 2″Ø pc 6.00
12.11 uPVC Elbow 90o x 2″Ø pc 5.00
12.22 uPVC Wye 2″ x 2″ pc 3.00
12.17 uPVC Tee 2″ x 2″ pc 3.00
12.30 uPVC P-Trap 2″ pc 3.00
12.33 PVC Cement can 3.00
Sub-total
13.00 Painting Works
Concrete surfaces sq.m 186.56
13.18 Neutralizer gal 1.00
13.01 Latex, Flat gal 7.00
13.14 Masonry Putty gal 3.00
13.02 Latex, Semi Gloss gal 14.00
13.20 Acri Color qrt 8.00
Wood surfaces sq.m 122.36
13.04 Enamel, Flatwall gal 7.00
13.15 Glazing Putty gal 5.00
13.05 Enamel, Semi Gloss gal 7.00
13.16 Paint Thinner gal 3.00
Sub-total
14.00 Tile Works
14.02 Unglazed Floor Tiles 30cm x 30cm pc 44.00
14.06 Glazed Wall Tiles 30cm x 30cm pc 137.00
14.15 Tile Grout 5 kg/bag bag 6.00
14.16 Tile Adhesive 25 kg/bag bag 8.00
Sub-total

DEPED STANDARD TWO(2) CLASSROOMS (7M X 18M)
5.00 Masonry Works
Plastering sq.m 84.00
5.02 Portland Cement bag 28.00
5.03 Washed Sand cu.m 3.00
Sub-total
6.00 Doors and Windows
6.01 Removal of Door with Jamb set 4.00
6.02 Removal of Window with Jamb sq.m 54.00
Refurbish Doors lot 1.00
Refurbish Windows lot 1.00
6.29 Entrance, Cylindrical Lockset set 4.00
6.21 PVC Door 0.60m x 2.10m pc 2.00
Sub-total
10.00 Electrical Works
Roughing-ins
10.01 Electrical Conduit uPVC, 15mmØ pc 15.00
10.06 RSC 20mmØ pc 1.00
10.34 Entrance Cap 20mm dia. pc 1.00
10.16 Junction Box, 4″ x 4″ G.I. pc 2.00
10.17 Utility Box, 2″ x 4″ G.I. pc 6.00
Wires & Fixtures
10.11 3.5 mm2 THW Wire, Stranded m 30.00
10.28 Duplex C.O. with Plate pc 4.00
10.23 Single Switch with Plate pc 2.00
10.21 FL 1 x 40W Industrial Type set 12.00
10.58 Electrical Tape pc 2.00
10.59 Wall Fan (Standard/Any Equivalent) set 2.00
Sub-total
13.00 Painting Works
Concrete surfaces sq.m 84.00
13.18 Neutralizer gal 1.00
13.01 Latex, Flat gal 3.00
13.14 Masonry Putty gal 3.00
13.02 Latex, Semi Gloss gal 6.00
13.20 Acri Color qrt 4.00
Wood surfaces sq.m 194.00
13.04 Enamel, Flatwall gal 4.00
13.15 Glazing Putty gal 3.00
13.05 Enamel, Semi Gloss gal 10.00
13.16 Paint Thinner gal 4.00
Sub-total

FVR BLDG. ONE (1) CLASSROOM BUILDING (7m x 8m)
2.00 Concreting Works
Slab cu.m 5.60
2.01 Portland Cement bag 51.00
2.02 Crushed Gravel 3/4″ cu.m 5.75
2.03 Washed Sand cu.m 3.00
Drainage with cover cu.m 1.20
2.01 Portland Cement bag 11.00
2.02 Crushed Gravel 3/4″ cu.m 1.25
2.03 Washed Sand cu.m 0.75
Sub-total
3.00 Rebar Works
Slab kg 195.27
3.01 Deformed Round Bars, Grade 40 kg 195.27
3.02 G.I. Tie Wire kg 4.00
Sub-total
5.00 Masonry Works
Masonry Wall sq.m 34.00
5.04 CHB 4″ thk pc 425.00
5.02 Portland Cement bag 17.00
5.03 Washed Sand cu.m 2.00
5.06 10mm x 6m RSB kg 46.00
5.07 G.I. Tie Wire kg 1.00
Drainage sq.m 12.00
5.04 CHB 4″ thk pc 150.00
5.02 Portland Cement bag 6.00
5.03 Washed Sand cu.m 1.00
5.06 10mm x 6m RSB kg 16.00
5.07 G.I. Tie Wire kg 1.00
Plastering sq.m 80.00
5.02 Portland Cement bag 27.00
5.03 Washed Sand cu.m 3.00
Sub-total
6.00 Doors and Windows
6.01 Removal of Door with Jamb set 1.00
6.02 Removal of Window with Jamb sq.m 14.20
6.03 D-1, Panel Door 0.90m x 2.10m on 150mm Wooden Jamb complete with Accessories (lever type door knob) set 1.00
6.21 PVC Door 0.60m x 2.10m pc 1.00
6.07 W – 1, ( 2.6 x 1.6 m) Jalousie Window with Clear Glass Blades on JalouPlus Type Silver Colored Frame and Fixed Clear Glass Transom on 50 x 150 mm Wooden Jamb complete with Accessories set 2.00
6.45 W – 2, ( 1.3 x 1.6 m) Jalousie Window with Clear Glass Blades on JalouPlus Type Silver Colored Frame and Fixed Clear Glass Transom on 50 x 150 mm Wooden Jamb complete with Accessories set 2.00
6.40 W – 4, ( 0.6 x 0.6 m) Jalousie Window with Clear Glass Blades on JalouPlus Type Silver Colored Frame and Fixed Clear Glass Transom on 50 x 150 mm Wooden Jamb complete with Accessories set 1.00
Sub-total
7.00 Steel Works
7.08 LC 150 x 65 x 20 x 3.0mm kg 750.60
7.04 LC 100 x 50 x 15 x 1.5mm kg 604.80
7.11 L 25 x 25 x 3mm kg 98.25
7.18 Plain Round Bar 10mmØ x 6m pc 6.00
7.46 Welding Rod kg 30.00
7.17 Flat Bar 1″ x 1/4″ kg 32.40
13.12 Primer, Zinc Chromate gal 2.00
Sub-total
8.00 Roofing Works
8.01 Removal of Roofing Sheets sq.m 114.40
8.02 Removal of Ridge Roll pc 5.00
8.03 Removal of Flashing pc 10.00
8.16 G.I. Long-Span Roofing, Corrugated, Pre-Painted, 1220mm x 0.4mm thk m 114.40
8.17 G.I. Ridge Roll, Preformed, Pre-Painted, 0.610m x 2.440m x 0.6mm thk pc 5.00
8.19 G.I. Flashing, Preformed, Pre-Painted, 0.610m x 2.440m x 0.6mm thk pc 10.00
8.35 Teckscrew 2-1/2″ pc 916.00
8.36 Roof Sealant L 2.00
Sub-total
9.00 Carpentry Works
9.01 Removal of Ceiling sq.m 98.28
Interior ceiling with CR (cathedral type) sq.m 61.80
9.13 Metal Carrying Channel (12mm x 38mm x 5m x 0.8mm thk) pc 12.00
9.02 Plywood, Ordinary 1/4″ x 4′ x 8′ pc 22.00
9.22 Metal Double Furring Channel (19mm x 50mm x 5m x 0.5mm thk) pc 22.00
9.23 Wall Angle pc 14.00
9.42 W Clip pc 99.00
9.13 Suspension Clip & Rod Joiner pc 51.00
9.06 Steel Angle pc 51.00
9.22 Round Bar Hanger (8 mm diam.) kg 56.00
9.23 Blind Rivets pc 208.00
Exterior Ceiling (1.5) sq.m 36.48
9.13 Metal Carrying Channel (12mm x 38mm x 5m x 0.8mm thk) pc 7.00
9.02 Plywood, Ordinary 1/4″ x 4′ x 8′ pc 13.00
9.22 Metal Double Furring Channel (19mm x 50mm x 5m x 0.5mm thk) pc 13.00
9.23 Wall Angle pc 9.00
9.42 W Clip pc 59.00
9.13 Suspension Clip & Rod Joiner pc 30.00
9.06 Steel Angle pc 30.00
9.22 Round Bar Hanger (8 mm diam.) kg 33.00
9.23 Blind Rivets pc 123.00
9.15 Ceiling Vent 1″ x 12″ x 4′ with Screen pc 4.00
Blackboards sq.m 2.88
9.14 S4S Lumber, Kiln Dried, Tanguile bd.ft 19.00
9.43 Lawanit, 1/4″ thk pc 1.00
9.22 Finishing Nails kg 1.00
9.23 Common Wire Nails kg 1.00
9.24 Concrete Nails kg 1.00
Sub-total
10.00 Electrical Works
Roughing-ins
10.01 Electrical Conduit uPVC, 15mmØ pc 25.00
10.06 RSC 20mmØ pc 1.00
10.34 Entrance Cap 20mm dia. pc 1.00
10.16 Junction Box, 4″ x 4″ G.I. pc 6.00
10.17 Utility Box, 2″ x 4″ G.I. pc 6.00
Wires & Fixtures
10.11 3.5 mm2 THW Wire, Stranded m 225.00
10.28 Duplex C.O. with Plate pc 4.00
10.25 3-Gang Switch with Plate pc 1.00
10.23 Single Switch with Plate pc 1.00
10.21 FL 1 x 40W Industrial Type set 6.00
10.48 Panel Box, Flush Type, 4 Branches set 1.00
10.39 Circuit Breaker, 30A 2P set 1.00
10.59 Wall Fan (Standard/Any Equivalent) set 2.00
10.58 Electrical Tape pc 1.00
Sub-total
11.00 Plumbing Works
11.62 Water Closet 1.6gpf with Accessories set 1.00
11.59 Faucet, Plain Bibb, Brass 1/2″Ø pc 1.00
11.70 Faucet, Lavatory set 1.00
11.06 PP-R Pipe 1/2″Ø pc 6.00
11.08 PP-R Coupling, 1/2″Ø pc 5.00
11.21 PP-R Elbow 90o x 1/2″Ø pc 3.00
11.15 PP-R Tee, 1/2″Ø pc 3.00
11.65 S.S.Floor Drain 4′ x 4″ pc 1.00
Sub-total
12.00 Sanitary Works
12.32a Septic Tank unit 1.00
12.09 uPVC Sanitary Pipe 4″Ø pc 6.00
12.13 uPVC Elbow 90o x 4″Ø pc 3.00
12.27 uPVC Wye 4″ x 4″ pc 3.00
12.28 Brass Cleanout 4″ x 4″ pc 6.00
12.07 uPVC Sanitary Pipe 2″Ø pc 6.00
12.11 uPVC Elbow 90o x 2″Ø pc 5.00
12.22 uPVC Wye 2″ x 2″ pc 3.00
12.17 uPVC Tee 2″ x 2″ pc 3.00
12.30 uPVC P-Trap 2″ pc 3.00
12.33 PVC Cement can 3.00
Sub-total
13.00 Painting Works
Concrete surfaces sq.m 186.56
13.18 Neutralizer gal 1.00
13.01 Latex, Flat gal 7.00
13.14 Masonry Putty gal 3.00
13.02 Latex, Semi Gloss gal 14.00
13.20 Acri Color qrt 8.00
Wood surfaces sq.m 101.16
13.04 Enamel, Flatwall gal 4.00
13.15 Glazing Putty gal 3.00
13.05 Enamel, Semi Gloss gal 6.00
13.16 Paint Thinner gal 3.00
Sub-total
14.00 Tile Works
14.02 Unglazed Floor Tiles 30cm x 30cm pc 44.00
14.06 Glazed Wall Tiles 30cm x 30cm pc 137.00
14.15 Tile Grout 5 kg/bag bag 6.00
14.16 Tile Adhesive 25 kg/bag bag 8.00
Sub-total

FVR BLDG. ONE (1) CLASSROOM BUILDING (7m x 8m)
2.00 Concreting Works
Slab cu.m 5.60
2.01 Portland Cement bag 51.00
2.02 Crushed Gravel 3/4″ cu.m 5.75
2.03 Washed Sand cu.m 3.00
Drainage with cover cu.m 1.20
2.01 Portland Cement bag 11.00
2.02 Crushed Gravel 3/4″ cu.m 1.25
2.03 Washed Sand cu.m 0.75
Sub-total
3.00 Rebar Works
Slab kg 195.27
3.01 Deformed Round Bars, Grade 40 kg 195.27
3.02 G.I. Tie Wire kg 4.00
Sub-total
5.00 Masonry Works
Masonry Wall sq.m 34.00
5.04 CHB 4″ thk pc 425.00
5.02 Portland Cement bag 17.00
5.03 Washed Sand cu.m 2.00
5.06 10mm x 6m RSB kg 46.00
5.07 G.I. Tie Wire kg 1.00
Drainage sq.m 12.00
5.04 CHB 4″ thk pc 150.00
5.02 Portland Cement bag 6.00
5.03 Washed Sand cu.m 1.00
5.06 10mm x 6m RSB kg 16.00
5.07 G.I. Tie Wire kg 1.00
Plastering sq.m 80.00
5.02 Portland Cement bag 27.00
5.03 Washed Sand cu.m 3.00
Sub-total
6.00 Doors and Windows
6.01 Removal of Door with Jamb set 1.00
6.02 Removal of Window with Jamb sq.m 14.20
6.03 D-1, Panel Door 0.90m x 2.10m on 150mm Wooden Jamb complete with Accessories (lever type door knob) set 1.00
6.21 PVC Door 0.60m x 2.10m pc 1.00
6.07 W – 1, ( 2.6 x 1.6 m) Jalousie Window with Clear Glass Blades on JalouPlus Type Silver Colored Frame and Fixed Clear Glass Transom on 50 x 150 mm Wooden Jamb complete with Accessories set 2.00
6.45 W – 2, ( 1.3 x 1.6 m) Jalousie Window with Clear Glass Blades on JalouPlus Type Silver Colored Frame and Fixed Clear Glass Transom on 50 x 150 mm Wooden Jamb complete with Accessories set 2.00
6.40 W – 4, ( 0.6 x 0.6 m) Jalousie Window with Clear Glass Blades on JalouPlus Type Silver Colored Frame and Fixed Clear Glass Transom on 50 x 150 mm Wooden Jamb complete with Accessories set 1.00
Sub-total
7.00 Steel Works
7.08 LC 150 x 65 x 20 x 3.0mm kg 667.20
7.04 LC 100 x 50 x 15 x 1.5mm kg 604.80
7.11 L 25 x 25 x 3mm kg 98.25
7.18 Plain Round Bar 10mmØ x 6m pc 6.00
7.46 Welding Rod kg 28.00
7.17 Flat Bar 1″ x 1/4″ kg 32.40
13.12 Primer, Zinc Chromate gal 2.00
Sub-total
8.00 Roofing Works
8.01 Removal of Roofing Sheets sq.m 114.40
8.02 Removal of Ridge Roll pc 5.00
8.03 Removal of Flashing pc 10.00
8.16 G.I. Long-Span Roofing, Corrugated, Pre-Painted, 1220mm x 0.4mm thk m 114.40
8.17 G.I. Ridge Roll, Preformed, Pre-Painted, 0.610m x 2.440m x 0.6mm thk pc 5.00
8.19 G.I. Flashing, Preformed, Pre-Painted, 0.610m x 2.440m x 0.6mm thk pc 10.00
8.35 Teckscrew 2-1/2″ pc 916.00
8.36 Roof Sealant L 2.00
Sub-total
9.00 Carpentry Works
9.01 Removal of Ceiling sq.m 98.28
Interior ceiling with cr(cathedral type) sq.m 61.80
9.13 Metal Carrying Channel (12mm x 38mm x 5m x 0.8mm thk) pc 12.00
9.02 Plywood, Ordinary 1/4″ x 4′ x 8′ pc 22.00
9.22 Metal Double Furring Channel (19mm x 50mm x 5m x 0.5mm thk) pc 22.00
9.23 Wall Angle pc 14.00
9.42 W Clip pc 99.00
9.13 Suspension Clip & Rod Joiner pc 51.00
9.06 Steel Angle pc 51.00
9.22 Round Bar Hanger (8 mm diam.) kg 56.00
9.23 Blind Rivets pc 208.00
Exterior Ceiling (1.5) sq.m 36.48
9.13 Metal Carrying Channel (12mm x 38mm x 5m x 0.8mm thk) pc 7.00
9.02 Plywood, Ordinary 1/4″ x 4′ x 8′ pc 13.00
9.22 Metal Double Furring Channel (19mm x 50mm x 5m x 0.5mm thk) pc 13.00
9.23 Wall Angle pc 9.00
9.42 W Clip pc 59.00
9.13 Suspension Clip & Rod Joiner pc 30.00
9.06 Steel Angle pc 30.00
9.22 Round Bar Hanger (8 mm diam.) kg 33.00
9.23 Blind Rivets pc 123.00
9.15 Ceiling Vent 1″ x 12″ x 4′ with Screen pc 4.00
Blackboards sq.m 2.88
9.14 S4S Lumber, Kiln Dried, Tanguile bd.ft 19.00
9.43 Lawanit, 1/4″ thk pc 1.00
9.22 Finishing Nails kg 1.00
9.23 Common Wire Nails kg 1.00
9.24 Concrete Nails kg 1.00
Sub-total
10.00 Electrical Works
Roughing-ins
10.01 Electrical Conduit uPVC, 15mmØ pc 25.00
10.06 RSC 20mmØ pc 1.00
10.34 Entrance Cap 20mm dia. pc 1.00
10.16 Junction Box, 4″ x 4″ G.I. pc 6.00
10.17 Utility Box, 2″ x 4″ G.I. pc 6.00
Wires & Fixtures
10.11 3.5 mm2 THW Wire, Stranded m 225.00
10.28 Duplex C.O. with Plate pc 4.00
10.25 3-Gang Switch with Plate pc 1.00
10.23 Single Switch with Plate pc 1.00
10.21 FL 1 x 40W Industrial Type set 6.00
10.48 Panel Box, Flush Type, 4 Branches set 1.00
10.39 Circuit Breaker, 30A 2P set 1.00
10.59 Wall Fan (Standard/Any Equivalent) set 2.00
10.58 Electrical Tape pc 1.00
Sub-total
11.00 Plumbing Works
11.62 Water Closet 1.6gpf with Accessories set 1.00
11.59 Faucet, Plain Bibb, Brass 1/2″Ø pc 1.00
11.70 Faucet, Lavatory set 1.00
11.06 PP-R Pipe 1/2″Ø pc 6.00
11.08 PP-R Coupling, 1/2″Ø pc 5.00
11.21 PP-R Elbow 90o x 1/2″Ø pc 3.00
11.15 PP-R Tee, 1/2″Ø pc 3.00
11.65 S.S.Floor Drain 4′ x 4″ pc 1.00
Sub-total
12.00 Sanitary Works
12.32a Septic Tank unit 1.00
12.09 uPVC Sanitary Pipe 4″Ø pc 6.00
12.13 uPVC Elbow 90o x 4″Ø pc 3.00
12.27 uPVC Wye 4″ x 4″ pc 3.00
12.28 Brass Cleanout 4″ x 4″ pc 6.00
12.07 uPVC Sanitary Pipe 2″Ø pc 6.00
12.11 uPVC Elbow 90o x 2″Ø pc 5.00
12.22 uPVC Wye 2″ x 2″ pc 3.00
12.17 uPVC Tee 2″ x 2″ pc 3.00
12.30 uPVC P-Trap 2″ pc 3.00
12.33 PVC Cement can 3.00
Sub-total
13.00 Painting Works
Concrete surfaces sq.m 186.56
13.18 Neutralizer gal 1.00
13.01 Latex, Flat gal 7.00
13.14 Masonry Putty gal 3.00
13.02 Latex, Semi Gloss gal 14.00
13.20 Acri Color qrt 8.00
Wood surfaces sq.m 101.16
13.04 Enamel, Flatwall gal 4.00
13.15 Glazing Putty gal 3.00
13.05 Enamel, Semi Gloss gal 6.00
13.16 Paint Thinner gal 3.00
Sub-total
14.00 Tile Works
14.02 Unglazed Floor Tiles 30cm x 30cm pc 44.00
14.06 Glazed Wall Tiles 30cm x 30cm pc 137.00
14.15 Tile Grout 5 kg/bag bag 6.00
14.16 Tile Adhesive 25 kg/bag bag 8.00
Sub-total

BLSB THREE (3) CLASSROOMS – 8m x 6m
1.00 Earthworks
Elevate to 40cm cu.m 77.60
1.06 Select Fill cu.m 77.60
1.04 Gravel Bedding G-1 cu.m 14.40
Sub-total
2.00 Concreting Works
Columns cu.m 1.80
2.01 Portland Cement bag 17.00
2.02 Crushed Gravel 3/4″ cu.m 2.00
2.03 Washed Sand cu.m 1.00
Beams cu.m 3.85
2.01 Portland Cement bag 35.00
2.02 Crushed Gravel 3/4″ cu.m 4.00
2.03 Washed Sand cu.m 2.00
Slab cu.m 14.40
2.01 Portland Cement bag 130.00
2.02 Crushed Gravel 3/4″ cu.m 14.50
2.03 Washed Sand cu.m 7.25
Drainage with cover cu.m 1.20
2.01 Portland Cement bag 11.00
2.02 Crushed Gravel 3/4″ cu.m 1.25
2.03 Washed Sand cu.m 0.75
Sub-total
3.00 Rebar Works
Columns kg 240.19
Beam kg 630.56
Slab kg 239.01
3.01 Deformed Round Bars, Grade 40 kg 1,109.76
3.02 G.I. Tie Wire kg 23.00
Sub-total
4.00 Formworks
Columns sq.m 28.80
4.01 Coco Lumber bd.ft 147.00
4.02 Plywood Ordinary, 1/4″ x 4′ x 8′ pc 5.00
4.04 CWN, Assorted kg 3.00
Beams sq.m 38.79
4.01 Coco Lumber bd.ft 198.00
4.02 Plywood Ordinary, 1/4″ x 4′ x 8′ pc 7.00
4.04 CWN, Assorted kg 3.00
Sub-total
5.00 Masonry Works
Masonry Wall sq.m 69.09
5.04 CHB 4″ thk pc 864.00
5.02 Portland Cement bag 35.00
5.03 Washed Sand cu.m 3.00
5.06 10mm x 6m RSB kg 92.00
5.07 G.I. Tie Wire kg 2.00
Drainage sq.m 36.00
5.04 CHB 4″ thk pc 450.00
5.02 Portland Cement bag 18.00
5.03 Washed Sand cu.m 2.00
5.06 10mm x 6m RSB kg 48.00
5.07 G.I. Tie Wire kg 1.00
Plastering sq.m 273.18
5.02 Portland Cement bag 91.00
5.03 Washed Sand cu.m 10.00
Sub-total
6.00 Doors and Windows
6.01 Removal of Door with Jamb set 3.00
6.02 Removal of Window with Jamb sq.m 28.70
6.03 D-1, Panel Door 0.90m x 2.10m on 150mm Wooden Jamb complete with Accessories (lever type door knob) set 3.00
6.21 PVC Door 0.60m x 2.10m pc 3.00
6.39 W – 3, ( 1.8 x 1.6 m) Jalousie Window with Clear Glass Blades on JalouPlus Type Silver Colored Frame and Fixed Clear Glass Transom on 50 x 150 mm Wooden Jamb complete with Accessories set 9.00
6.45 W – 2, ( 1.3 x 1.6 m) Jalousie Window with Clear Glass Blades on JalouPlus Type Silver Colored Frame and Fixed Clear Glass Transom on 50 x 150 mm Wooden Jamb complete with Accessories set 3.00
6.40 W – 4, ( 0.6 x 0.6 m) Jalousie Window with Clear Glass Blades on JalouPlus Type Silver Colored Frame and Fixed Clear Glass Transom on 50 x 150 mm Wooden Jamb complete with Accessories set 3.00
Sub-total
7.00 Steel Works
7.08 LC 150 x 65 x 20 x 3.0mm kg 1,584.60
7.04 LC 100 x 50 x 15 x 1.5mm kg 1,209.60
7.11 L 25 x 25 x 3mm kg 156.00
7.17 Flat Bar 1″ x 1/4″ kg 47.20
7.18 Plain Round Bar 10mmØ x 6m pc 16.00
7.46 Welding Rod kg 60.00
13.12 Primer, Zinc Chromate gal 4.00
Sub-total
8.00 Roofing Works
8.16 G.I. Long-Span Roofing, Corrugated, Pre-Painted, 1220mm x 0.4mm thk m 197.60
8.17 G.I. Ridge Roll, Preformed, Pre-Painted, 0.610m x 2.440m x 0.6mm thk pc 8.00
8.19 G.I. Flashing, Preformed, Pre-Painted, 0.610m x 2.440m x 0.6mm thk pc 10.00
8.35 Teckscrew 2-1/2″ pc 1,581.00
8.36 Roof Sealant L 2.00
Sub-total
9.00 Carpentry Works
9.01 Removal of Ceiling sq.m 269.88
Interior ceiling (cathedral type) sq.m 185.40
9.13 Metal Carrying Channel (12mm x 38mm x 5m x 0.8mm thk) pc 36.00
9.02 Plywood, Ordinary 1/4″ x 4′ x 8′ pc 64.00
9.22 Metal Double Furring Channel (19mm x 50mm x 5m x 0.5mm thk) pc 64.00
9.23 Wall Angle pc 41.00
9.42 W Clip pc 297.00
9.13 Suspension Clip & Rod Joiner pc 153.00
9.06 Steel Angle pc 153.00
9.22 Round Bar Hanger (8 mm diam.) kg 168.00
9.23 Blind Rivets pc 623.00
Exterior Ceiling (1.5) sq.m 84.48
9.13 Metal Carrying Channel (12mm x 38mm x 5m x 0.8mm thk) pc 17.00
9.02 Plywood, Ordinary 1/4″ x 4′ x 8′ pc 29.00
9.22 Metal Double Furring Channel (19mm x 50mm x 5m x 0.5mm thk) pc 29.00
9.23 Wall Angle pc 19.00
9.42 W Clip pc 136.00
9.13 Suspension Clip & Rod Joiner pc 70.00
9.06 Steel Angle pc 70.00
9.22 Round Bar Hanger (8 mm diam.) kg 77.00
9.23 Blind Rivets pc 284.00
9.15 Ceiling Vent 1″ x 12″ x 4′ with Screen pc 12.00
Blackboards sq.m 17.28
9.14 S4S Lumber, Kiln Dried, Tanguile bd.ft 110.00
9.43 Lawanit, 1/4″ thk pc 6.00
9.22 Finishing Nails kg 1.00
9.23 Common Wire Nails kg 2.00
9.24 Concrete Nails kg 1.00
Sub-total
10.00 Electrical Works
Roughing-ins
10.01 Electrical Conduit uPVC, 15mmØ pc 60.00
10.06 RSC 20mmØ pc 1.00
10.34 Entrance Cap 20mm dia. pc 1.00
10.16 Junction Box, 4″ x 4″ G.I. pc 18.00
10.17 Utility Box, 2″ x 4″ G.I. pc 18.00
Wires & Fixtures
10.11 3.5 mm2 THW Wire, Stranded m 540.00
10.28 Duplex C.O. with Plate pc 12.00
10.25 3-Gang Switch with Plate pc 3.00
10.23 Single Switch with Plate pc 3.00
10.21 FL 1 x 40W Industrial Type set 18.00
10.48 Panel Box, Flush Type, 4 Branches set 1.00
10.59 Wall Fan (Standard/Any Equivalent) set 6.00
10.39 Circuit Breaker, 30A 2P set 3.00
10.58 Electrical Tape pc 3.00
Sub-total
11.00 Plumbing Works
11.62 Water Closet 1.6gpf with Accessories set 3.00
11.59 Faucet, Plain Bibb, Brass 1/2″Ø pc 3.00
11.70 Faucet, Lavatory set 3.00
11.06 PP-R Pipe 1/2″Ø pc 15.00
11.08 PP-R Coupling, 1/2″Ø pc 12.00
11.21 PP-R Elbow 90o x 1/2″Ø pc 9.00
11.15 PP-R Tee, 1/2″Ø pc 9.00
11.65 S.S.Floor Drain 4′ x 4″ pc 3.00
Sub-total
12.00 Sanitary Works
12.32a Septic Tank unit 1.00
12.09 uPVC Sanitary Pipe 4″Ø pc 15.00
12.13 uPVC Elbow 90o x 4″Ø pc 9.00
12.27 uPVC Wye 4″ x 4″ pc 6.00
12.28 Brass Cleanout 4″ x 4″ pc 15.00
12.07 uPVC Sanitary Pipe 2″Ø pc 15.00
12.11 uPVC Elbow 90o x 2″Ø pc 12.00
12.22 uPVC Wye 2″ x 2″ pc 9.00
12.17 uPVC Tee 2″ x 2″ pc 6.00
12.30 uPVC P-Trap 2″ pc 6.00
12.33 PVC Cement can 9.00
Sub-total
13.00 Painting Works
Concrete surfaces sq.m 310.56
13.18 Neutralizer gal 7.00
13.01 Latex, Flat gal 7.00
13.14 Masonry Putty gal 7.00
13.02 Latex, Semi Gloss gal 23.00
13.20 Acri Color qrt 11.00
Wood surfaces sq.m 287.16
13.04 Enamel, Flatwall gal 10.00
13.15 Glazing Putty gal 10.00
13.05 Enamel, Semi Gloss gal 7.00
13.16 Paint Thinner gal 8.00
Sub-total
14.00 Tile Works
14.02 Unglazed Floor Tiles 30cm x 30cm pc 110.00
14.06 Glazed Wall Tiles 30cm x 30cm pc 370.00
14.15 Tile Grout 5 kg/bag bag 8.00
14.16 Tile Adhesive 25 kg/bag bag 10.00
Sub-total

MARCOS TYPE-THREE (3)- CLASSROOM(7.5mX18m)
2.00 Concreting Works
Column and Pedestal cu.m 4.85
2.01 Portland Cement bag 44.00
2.02 Crushed Gravel 3/4″ cu.m 5.00
2.03 Washed Sand cu.m 2.50
Beam cu.m 5.54
2.01 Portland Cement bag 50.00
2.02 Crushed Gravel 3/4″ cu.m 5.75
2.03 Washed Sand cu.m 3.00
Slab cu.m 12.60
2.01 Portland Cement bag 114.00
2.02 Crushed Gravel 3/4″ cu.m 12.75
2.03 Washed Sand cu.m 6.50
Drainage with cover cu.m 1.20
2.01 Portland Cement bag 11.00
2.02 Crushed Gravel 3/4″ cu.m 1.25
2.03 Washed Sand cu.m 0.75
Sub-total
3.00 Rebar Works
Column kg 287.00
Beam kg 350.67
Slab kg 239.01
3.01 Deformed Round Bars, Grade 40 kg 876.68
3.02 G.I. Tie Wire kg 12.00
Sub-total
4.00 Formworks
Column Pedestal sq.m 46.57
4.01 Coco Lumber bd.ft 13.00
4.02 Plywood Ordinary, 1/4″ x 4′ x 8′ pc 8.00
4.04 CWN, Assorted kg 1.00
Beam sq.m 25.50
4.01 Coco Lumber bd.ft 45.60
4.02 Plywood Ordinary, 1/4″ x 4′ x 8′ pc 5.00
4.04 CWN, Assorted kg 1.00
Sub-total
5.00 Masonry Works
Masonry Wall, Window and CR sq.m 93.37
5.01 Demolition of Masonry Wall sq.m 18.19
5.04 CHB 4″ thk pc 1,168.00
5.02 Portland Cement bag 31.00
5.03 Washed Sand cu.m 4.00
5.06 10mm x 6m RSB kg 124.00
5.07 G.I. Tie Wire kg 3.00
Drainage sq.m 12.00
5.04 CHB 4″ thk pc 150.00
5.02 Portland Cement bag 6.00
5.03 Washed Sand cu.m 1.00
5.06 10mm x 6m RSB kg 16.00
5.07 G.I. Tie Wire kg 1.00
Plastering sq.m 198.74
5.02 Portland Cement bag 66.00
5.03 Washed Sand cu.m 7.00
Sub-Total
6.00 Doors and Windows
6.01 Removal of Door with Jamb set 3.00
6.02 Removal of Window with Jamb sq.m 24.56
6.03 D-1, Panel Door 0.90m x 2.10m on 150mm Wooden Jamb complete with Accessories (lever type door knob) set 4.00
6.35 W – 1, ( 2.6 x 1.6 m) Jalousie Window with Clear Glass Blades on JalouPlus Type Silver Colored Frame and Fixed Clear Glass Transom on 50 x 100 mm Wooden Jamb complete with Accessories set 6.00
6.36 W – 2, ( 1.3 x 1.6 m) Jalousie Window with Clear Glass Blades on JalouPlus Type Silver Colored Frame and Fixed Clear Glass Transom on 50 x 100 mm Wooden Jamb complete with Accessories set 6.00
6.40 W – 4, ( 0.6 x 0.6 m) Jalousie Window with Clear Glass Blades on JalouPlus Type Silver Colored Frame and Fixed Clear Glass Transom on 50 x 150 mm Wooden Jamb complete with Accessories set 2.00
Sub-total
7.00 Steel Works
7.07 LC 150 x 65 x 20 x 2.0mm kg 971.04
7.03 LC 75 x 38 x 15 x 2.0mm kg 928.80
7.11 L 25 x 25 x 3mm kg 120.96
7.18 Plain Round Bar 10mmØ x 6m pc 18.00
7.46 Welding Rod kg 42.00
7.17 Flat Bar 1.5″ x 1/4″ kg 52.70
13.12 Primer, Zinc Chromate gal 4.00
Sub-total
8.00 Roofing Works
8.01 Removal of Roofing Sheets sq.m 249.60
8.02 Removal of Ridge Roll pc 10.00
8.03 Removal of Flashing pc 10.00
8.16 G.I. Long-Span Roofing, Corrugated, Pre-Painted, 1220mm x 0.4mm thk m 249.60
8.17 G.I. Ridge Roll, Preformed, Pre-Painted, 0.610m x 2.440m x 0.6mm thk pc 10.00
8.19 G.I. Flashing, Preformed, Pre-Painted, 0.610m x 2.440m x 0.6mm thk pc 10.00
8.35 Teckscrew 2-1/2″ pc 1,997.00
8.36 Roof Sealant L 3.00
Sub-total
9.00 Carpentry Works
9.01 Removal of Ceiling sq.m 239.88
Interior ceiling (cathedral type) sq.m 155.40
9.13 Metal Carrying Channel (12mm x 38mm x 5m x 0.8mm thk) pc 30.00
9.02 Plywood, Ordinary 1/4″ x 4′ x 8′ pc 54.00
9.22 Metal Double Furring Channel (19mm x 50mm x 5m x 0.5mm thk) pc 53.00
9.23 Wall Angle pc 35.00
9.42 W Clip pc 249.00
9.13 Suspension Clip & Rod Joiner pc 128.00
9.06 Steel Angle pc 128.00
9.22 Round Bar Hanger (8 mm diam.) kg 141.00
9.23 Blind Rivets pc 523.00
Exterior Ceiling (1.5) sq.m 84.48
9.13 Metal Carrying Channel (12mm x 38mm x 5m x 0.8mm thk) pc 17.00
9.02 Plywood, Ordinary 1/4″ x 4′ x 8′ pc 29.00
9.22 Metal Double Furring Channel (19mm x 50mm x 5m x 0.5mm thk) pc 29.00
9.23 Wall Angle pc 19.00
9.42 W Clip pc 136.00
9.13 Suspension Clip & Rod Joiner pc 70.00
9.06 Steel Angle pc 70.00
9.22 Round Bar Hanger (8 mm diam.) kg 77.00
9.23 Blind Rivets pc 284.00
9.15 Ceiling Vent 1″ x 12″ x 4′ with Screen pc 12.00
Blackboards sq.m 17.28
9.14 S4S Lumber, Kiln Dried, Tanguile bd.ft 110.00
9.43 Lawanit, 1/4″ thk pc 6.00
9.22 Finishing Nails kg 1.00
9.23 Common Wire Nails kg 2.00
9.24 Concrete Nails kg 1.00
Sub-total
10.00 Electrical Works
Roughing-ins
10.01 Electrical Conduit uPVC, 15mmØ pc 70.00
10.06 RSC 20mmØ pc 1.00
10.34 Entrance Cap 20mm dia. pc 1.00
10.16 Junction Box, 4″ x 4″ G.I. pc 12.00
10.17 Utility Box, 2″ x 4″ G.I. pc 12.00
Wires & Fixtures
10.11 3.5 mm2 THW Wire, Stranded m 420.00
10.28 Duplex C.O. with Plate pc 8.00
10.25 3-Gang Switch with Plate pc 2.00
10.23 Single Switch with Plate pc 2.00
10.21 FL 1 x 40W Industrial Type set 12.00
10.39 Circuit Breaker, 30A 2P set 2.00
10.48 Panel Box, Flush Type, 4 Branches set 1
10.58 Electrical Tape pc 6.00
10.59 Wall Fan (Standard/Any Equivalent) set 4.00
Sub-total
13.00 Painting Works
Concrete surfaces sq.m 210.00
13.18 Neutralizer gal 5.00
13.01 Latex, Flat gal 5.00
13.02 Latex, Semi Gloss gal 5.00
13.14 Masonry Putty gal 19.00
13.20 Acri Color qrt 10.00
Wood surfaces sq.m 257.16
13.04 Enamel, Flatwall gal 9.00
13.05 Enamel, Semi Gloss gal 9.00
13.15 Glazing Putty gal 7.00
13.16 Paint Thinner gal 7.00
Sub-total
14.00 Tile Works
14.02 Unglazed Floor Tiles 30cm x 30cm pc 77.00
14.06 Glazed Wall Tiles 30cm x 30cm pc 254.00
14.15 Tile Grout 5 kg/bag bag 6.00
14.16 Tile Adhesive 25 kg/bag bag 8.00
Sub-total

OFFICE (7M X 9M)
2.00 Concreting Works
Drainage with cover cu.m 2.40
2.01 Portland Cement bag 22.00
2.02 Crushed Gravel 3/4″ cu.m 2.50
2.03 Washed Sand cu.m 1.25
Sub-total
6.00 Doors and Windows
6.01 Removal of Door with Jamb set 1.00
6.02 Removal of Window with Jamb sq.m 14.20
6.03 D-1, Panel Door 0.90m x 2.10m on 150mm Wooden Jamb complete with Accessories (lever type door knob) set 1.00
6.21 PVC Door 0.60m x 2.10m pc 1.00
6.07 W – 1, ( 2.6 x 1.6 m) Jalousie Window with Clear Glass Blades on JalouPlus Type Silver Colored Frame and Fixed Clear Glass Transom on 50 x 150 mm Wooden Jamb complete with Accessories set 2.00
6.45 W – 2, ( 1.3 x 1.6 m) Jalousie Window with Clear Glass Blades on JalouPlus Type Silver Colored Frame and Fixed Clear Glass Transom on 50 x 150 mm Wooden Jamb complete with Accessories set 2.00
6.40 W – 4, ( 0.6 x 0.6 m) Jalousie Window with Clear Glass Blades on JalouPlus Type Silver Colored Frame and Fixed Clear Glass Transom on 50 x 150 mm Wooden Jamb complete with Accessories set 1.00
Sub-total
9.00 Carpentry Works
9.01 Removal of Ceiling sq.m 101.28
Interior ceiling (cathedral type) sq.m 61.80
9.13 Metal Carrying Channel (12mm x 38mm x 5m x 0.8mm thk) pc 12.00
9.02 Plywood, Ordinary 1/4″ x 4′ x 8′ pc 22.00
9.22 Metal Double Furring Channel (19mm x 50mm x 5m x 0.5mm thk) pc 22.00
9.23 Wall Angle pc 14.00
9.42 W Clip pc 99.00
9.13 Suspension Clip & Rod Joiner pc 51.00
9.06 Steel Angle pc 51.00
9.22 Round Bar Hanger (8 mm diam.) kg 56.00
9.23 Blind Rivets pc 208.00
Exterior Ceiling (1.5) sq.m 39.48
9.13 Metal Carrying Channel (12mm x 38mm x 5m x 0.8mm thk) pc 8.00
9.02 Plywood, Ordinary 1/4″ x 4′ x 8′ pc 14.00
9.22 Metal Double Furring Channel (19mm x 50mm x 5m x 0.5mm thk) pc 14.00
9.23 Wall Angle pc 9.00
9.42 W Clip pc 64.00
9.13 Suspension Clip & Rod Joiner pc 33.00
9.06 Steel Angle pc 33.00
9.22 Round Bar Hanger (8 mm diam.) kg 36.00
9.23 Blind Rivets pc 133.00
9.15 Ceiling Vent 1″ x 12″ x 4′ with Screen pc 4.00
Sub-total
10.00 Electrical Works
Roughing-ins
10.01 Electrical Conduit uPVC, 15mmØ pc 25.00
10.06 RSC 20mmØ pc 1.00
10.34 Entrance Cap 20mm dia. pc 1.00
10.16 Junction Box, 4″ x 4″ G.I. pc 6.00
10.17 Utility Box, 2″ x 4″ G.I. pc 6.00
Wires & Fixtures
10.11 3.5 mm2 THW Wire, Stranded m 225.00
10.28 Duplex C.O. with Plate pc 4.00
10.25 3-Gang Switch with Plate pc 1.00
10.23 Single Switch with Plate pc 1.00
10.21 FL 1 x 40W Industrial Type set 6.00
10.48 Panel Box, Flush Type, 4 Branches set 1.00
10.39 Circuit Breaker, 30A 2P set 1.00
10.59 Wall Fan (Standard/Any Equivalent) set 2.00
10.58 Electrical Tape pc 1.00
Sub-total
11.00 Plumbing Works
11.62 Water Closet 1.6gpf with Accessories set 1.00
11.59 Faucet, Plain Bibb, Brass 1/2″Ø pc 1.00
11.70 Faucet, Lavatory set 1.00
11.06 PP-R Pipe 1/2″Ø pc 6.00
11.08 PP-R Coupling, 1/2″Ø pc 5.00
11.21 PP-R Elbow 90o x 1/2″Ø pc 3.00
11.15 PP-R Tee, 1/2″Ø pc 3.00
11.65 S.S.Floor Drain 4′ x 4″ pc 1.00
Sub-total
12.00 Sanitary Works
12.32a Septic Tank unit 1.00
12.09 uPVC Sanitary Pipe 4″Ø pc 6.00
12.13 uPVC Elbow 90o x 4″Ø pc 3.00
12.27 uPVC Wye 4″ x 4″ pc 3.00
12.28 Brass Cleanout 4″ x 4″ pc 6.00
12.07 uPVC Sanitary Pipe 2″Ø pc 6.00
12.11 uPVC Elbow 90o x 2″Ø pc 5.00
12.22 uPVC Wye 2″ x 2″ pc 3.00
12.17 uPVC Tee 2″ x 2″ pc 3.00
12.30 uPVC P-Trap 2″ pc 3.00
12.33 PVC Cement can 3.00
Sub-total
13.00 Painting Works
Concrete surfaces sq.m 186.56
13.18 Neutralizer gal 4.00
13.01 Latex, Flat gal 4.00
13.14 Masonry Putty gal 4.00
13.02 Latex, Semi Gloss gal 18.00
13.20 Acri Color qrt 10.00
Wood surfaces sq.m 101.28
13.04 Enamel, Flatwall gal 4.00
13.15 Glazing Putty gal 4.00
13.05 Enamel, Semi Gloss gal 7.00
13.16 Paint Thinner gal 6.00
Sub-total
14.00 Tile Works
14.02 Unglazed Floor Tiles 30cm x 30cm pc 44.00
14.06 Glazed Wall Tiles 30cm x 30cm pc 137.00
14.15 Tile Grout 5 kg/bag bag 6.00
14.16 Tile Adhesive 25 kg/bag bag 8.00
Sub-total

II DIRECT COST
III INDIRECT COST
IV TAX
V TOTAL CONSTRUCTION COST

Prepared by:

CONTRACTOR

PROJECT : REPAIR AND REHABILITATION OF SCHOOL BUILDINGS – 9 CLASSROOOMS
SCHOOL : SABANGAN ELEMENTARY SCHOOL
LOCATION : SABANGAN, ALAMINOS CITY, PANGASINAN
OWNER : DEPARTMENT OF EDUCATION
SUBJECT : APPROVED AGENCY ESTIMATE

ITEM NO. DESCRIPTION UNIT QTY UNIT COST TOTAL COST GRAND TOTAL
MATERIAL LABOR MATERIAL LABOR
GENERAL REQUIREMENTS
Mobilization/Temporary Structures, Utilities and Services/Demobilization lot 1.00
Safety and Health lot 1.00
Sub-total
MARCOS TYPE-THREE (3)- CLASSROOM(7.5mX18m)
2.00 Concreting Works
Column and Pedestal cu.m 4.85
2.01 Portland Cement bag 44.00
2.02 Crushed Gravel 3/4″ cu.m 5.00
2.03 Washed Sand cu.m 2.50
Beam cu.m 5.54
2.01 Portland Cement bag 50.00
2.02 Crushed Gravel 3/4″ cu.m 5.75
2.03 Washed Sand cu.m 3.00
Sub-total
3.00 Rebar Works
Column kg 287.00
Beam kg 350.67
3.01 Deformed Round Bars, Grade 40 kg 637.67
3.02 G.I. Tie Wire kg 12.00
Sub-total
4.00 Formworks
Column Pedestal sq.m 46.57
4.01 Coco Lumber bd.ft 13.00
4.02 Plywood Ordinary, 1/4″ x 4′ x 8′ pc 8.00
4.04 CWN, Assorted kg 1.00
Beam sq.m 25.50
4.01 Coco Lumber bd.ft 45.60
4.02 Plywood Ordinary, 1/4″ x 4′ x 8′ pc 5.00
4.04 CWN, Assorted kg 1.00
Sub-total
5.00 Masonry Works
Masonry Wall, Window and CR sq.m 42.00
5.01 Demolition of Masonry Wall sq.m 18.19
5.04 CHB 4″ thk pc 525.00
5.02 Portland Cement bag 14.00
5.03 Washed Sand cu.m 2.00
5.06 10mm x 6m RSB kg 56.00
5.07 G.I. Tie Wire kg 2.00
Plastering sq.m 84.00
5.02 Portland Cement bag 28.00
5.03 Washed Sand cu.m 3.00
Sub-Total
6.00 Doors and Windows
6.01 Refurbish Doors lot 1.00
6.02 Refurbish Windows lot 1.00
6.21 PVC Door 0.60m x 2.10m pc 3.00
6.40 W – 4, ( 0.6 x 0.6 m) Jalousie Window with Clear Glass Blades on JalouPlus Type Silver Colored Frame and Fixed Clear Glass Transom on 50 x 150 mm Wooden Jamb complete with Accessories set 3.00
Sub-total
7.00 Steel Works
7.07 LC 150 x 65 x 20 x 2.0mm kg 971.04
7.03 LC 75 x 38 x 15 x 2.0mm kg 928.80
7.11 L 25 x 25 x 3mm kg 120.96
7.18 Plain Round Bar 10mmØ x 6m pc 18.00
7.46 Welding Rod kg 42.00
7.17 Flat Bar 1.5″ x 1/4″ kg 52.70
13.12 Primer, Zinc Chromate gal 4.00
Sub-total
8.00 Roofing Works
8.01 Removal of Roofing Sheets sq.m 267.60
8.02 Removal of Ridge Roll pc 10.00
8.03 Removal of Flashing pc 10.00
8.16 G.I. Long-Span Roofing, Corrugated, Pre-Painted, 1220mm x 0.4mm thk m 267.60
8.17 G.I. Ridge Roll, Preformed, Pre-Painted, 0.610m x 2.440m x 0.6mm thk pc 10.00
8.19 G.I. Flashing, Preformed, Pre-Painted, 0.610m x 2.440m x 0.6mm thk pc 10.00
8.35 Teckscrew 2-1/2″ pc #####
8.36 Roof Sealant L 3.00
Sub-total
9.00 Carpentry Works
9.01 Removal of Ceiling sq.m 239.88
Interior ceiling with cr(cathedral type) sq.m 155.40
9.13 Metal Carrying Channel (12mm x 38mm x 5m x 0.8mm thk) pc 30.00
9.02 Plywood, Ordinary 1/4″ x 4′ x 8′ pc 54.00
9.22 Metal Double Furring Channel (19mm x 50mm x 5m x 0.5mm thk) pc 53.00
9.23 Wall Angle pc 35.00
9.42 W Clip pc 249.00
9.13 Suspension Clip & Rod Joiner pc 128.00
9.06 Steel Angle pc 128.00
9.22 Round Bar Hanger (8 mm diam.) kg 141.00
9.23 Blind Rivets pc 523.00
Exterior Ceiling (1.5) sq.m 84.48
9.13 Metal Carrying Channel (12mm x 38mm x 5m x 0.8mm thk) pc 17.00
9.02 Plywood, Ordinary 1/4″ x 4′ x 8′ pc 29.00
9.22 Metal Double Furring Channel (19mm x 50mm x 5m x 0.5mm thk) pc 29.00
9.23 Wall Angle pc 19.00
9.42 W Clip pc 136.00
9.13 Suspension Clip & Rod Joiner pc 70.00
9.06 Steel Angle pc 70.00
9.22 Round Bar Hanger (8 mm diam.) kg 77.00
9.23 Blind Rivets pc 284.00
9.15 Ceiling Vent 1″ x 12″ x 4′ with Screen pc 12.00
Blackboards sq.m 17.28
9.14 S4S Lumber, Kiln Dried, Tanguile bd.ft 110.00
9.43 Lawanit, 1/4″ thk pc 6.00
9.22 Finishing Nails kg 1.00
9.23 Common Wire Nails kg 2.00
9.24 Concrete Nails kg 1.00
Sub-total
10.00 Electrical Works
Roughing-ins
10.01 Electrical Conduit uPVC, 15mmØ pc 70.00
10.06 RSC 20mmØ pc 1.00
10.34 Entrance Cap 20mm dia. pc 1.00
10.16 Junction Box, 4″ x 4″ G.I. pc 18.00
10.17 Utility Box, 2″ x 4″ G.I. pc 18.00
Wires & Fixtures
10.11 3.5 mm2 THW Wire, Stranded m 630.00
10.28 Duplex C.O. with Plate pc 12.00
10.25 3-Gang Switch with Plate pc 3.00
10.23 Single Switch with Plate pc 3.00
10.21 FL 1 x 40W Industrial Type set 18.00
10.39 Circuit Breaker, 30A 2P set 2.00
10.48 Panel Box, Flush Type, 4 Branches set 1.00
10.58 Electrical Tape pc 6.00
10.59 Wall Fan (Standard/Any Equivalent) set 6.00
Sub-total
13.00 Painting Works
Concrete surfaces sq.m 210.00
13.18 Neutralizer gal 5.00
13.01 Latex, Flat gal 5.00
13.02 Latex, Semi Gloss gal 5.00
13.14 Masonry Putty gal 19.00
13.20 Acri Color qrt 10.00
Wood surfaces sq.m 257.16
13.04 Enamel, Flatwall gal 9.00
13.05 Enamel, Semi Gloss gal 9.00
13.15 Glazing Putty gal 7.00
13.16 Paint Thinner gal 7.00
Sub-total
14.00 Tile Works
14.02 Unglazed Floor Tiles 30cm x 30cm pc 110.00
14.06 Glazed Wall Tiles 30cm x 30cm pc 370.00
14.15 Tile Grout 5 kg/bag bag 8.00
14.16 Tile Adhesive 25 kg/bag bag 10.00
Sub-total

DECS ONE (1) CLASSROOM BUILDING (7m x 8m)
5.00 Masonry Works
Masonry Wall sq.m 34.00
5.04 CHB 4″ thk pc 425.00
5.02 Portland Cement bag 17.00
5.03 Washed Sand cu.m 2.00
5.06 10mm x 6m RSB kg 46.00
5.07 G.I. Tie Wire kg 1.00
Plastering sq.m 124.40
5.02 Portland Cement bag 42.00
5.03 Washed Sand cu.m 5.00
Sub-total
6.00 Doors and Windows
6.01 Removal of Door with Jamb set 1.00
6.02 Removal of Window with Jamb sq.m 14.20
6.03 D-1, Panel Door 0.90m x 2.10m on 150mm Wooden Jamb complete with Accessories (lever type door knob) set 1.00
6.21 PVC Door 0.60m x 2.10m pc 1.00
6.07 W – 1, ( 2.6 x 1.6 m) Jalousie Window with Clear Glass Blades on JalouPlus Type Silver Colored Frame and Fixed Clear Glass Transom on 50 x 150 mm Wooden Jamb complete with Accessories set 2.00
6.45 W – 2, ( 1.3 x 1.6 m) Jalousie Window with Clear Glass Blades on JalouPlus Type Silver Colored Frame and Fixed Clear Glass Transom on 50 x 150 mm Wooden Jamb complete with Accessories set 2.00
6.40 W – 4, ( 0.6 x 0.6 m) Jalousie Window with Clear Glass Blades on JalouPlus Type Silver Colored Frame and Fixed Clear Glass Transom on 50 x 150 mm Wooden Jamb complete with Accessories set 1.00
Sub-total
7.00 Steel Works
7.08 LC 150 x 65 x 20 x 3.0mm kg 667.20
7.04 LC 100 x 50 x 15 x 1.5mm kg 604.80
7.11 L 25 x 25 x 3mm kg 98.25
7.18 Plain Round Bar 10mmØ x 6m pc 6.00
7.46 Welding Rod kg 28.00
7.17 Flat Bar 1″ x 1/4″ kg 32.40
13.12 Primer, Zinc Chromate gal 2.00
Sub-total
8.00 Roofing Works
8.01 Removal of Roofing Sheets sq.m 120.40
8.02 Removal of Ridge Roll pc 4.00
8.03 Removal of Flashing pc 10.00
8.16 G.I. Long-Span Roofing, Corrugated, Pre-Painted, 1220mm x 0.4mm thk m 120.40
8.17 G.I. Ridge Roll, Preformed, Pre-Painted, 0.610m x 2.440m x 0.6mm thk pc 5.00
8.19 G.I. Flashing, Preformed, Pre-Painted, 0.610m x 2.440m x 0.6mm thk pc 10.00
8.35 Teckscrew 2-1/2″ pc 964.00
8.36 Roof Sealant L 2.00
Sub-total
9.00 Carpentry Works
9.01 Removal of Ceiling sq.m 94.12
Interior ceiling with cr (cathedral type) sq.m 61.80
9.13 Metal Carrying Channel (12mm x 38mm x 5m x 0.8mm thk) pc 12.00
9.02 Plywood, Ordinary 1/4″ x 4′ x 8′ pc 22.00
9.22 Metal Double Furring Channel (19mm x 50mm x 5m x 0.5mm thk) pc 22.00
9.23 Wall Angle pc 14.00
9.42 W Clip pc 99.00
9.13 Suspension Clip & Rod Joiner pc 51.00
9.06 Steel Angle pc 51.00
9.22 Round Bar Hanger (8 mm diam.) kg 56.00
9.23 Blind Rivets pc 208.00
Exterior Ceiling (1.5) sq.m 32.32
9.13 Metal Carrying Channel (12mm x 38mm x 5m x 0.8mm thk) pc 7.00
9.02 Plywood, Ordinary 1/4″ x 4′ x 8′ pc 12.00
9.22 Metal Double Furring Channel (19mm x 50mm x 5m x 0.5mm thk) pc 11.00
9.23 Wall Angle pc 8.00
9.42 W Clip pc 52.00
9.13 Suspension Clip & Rod Joiner pc 27.00
9.06 Steel Angle pc 27.00
9.22 Round Bar Hanger (8 mm diam.) kg 30.00
9.23 Blind Rivets pc 109.00
9.15 Ceiling Vent 1″ x 12″ x 4′ with Screen pc 4.00
Blackboards sq.m 2.88
9.14 S4S Lumber, Kiln Dried, Tanguile bd.ft 19.00
9.43 Lawanit, 1/4″ thk pc 1.00
9.22 Finishing Nails kg 1.00
9.23 Common Wire Nails kg 1.00
9.24 Concrete Nails kg 1.00
Sub-total
10.00 Electrical Works
Roughing-ins
10.01 Electrical Conduit uPVC, 15mmØ pc 25.00
10.06 RSC 20mmØ pc 1.00
10.34 Entrance Cap 20mm dia. pc 1.00
10.16 Junction Box, 4″ x 4″ G.I. pc 6.00
10.17 Utility Box, 2″ x 4″ G.I. pc 6.00
Wires & Fixtures
10.11 3.5 mm2 THW Wire, Stranded m 225.00
10.28 Duplex C.O. with Plate pc 4.00
10.25 3-Gang Switch with Plate pc 1.00
10.23 Single Switch with Plate pc 1.00
10.21 FL 1 x 40W Industrial Type set 6.00
10.48 Panel Box, Flush Type, 4 Branches set 1.00
10.39 Circuit Breaker, 30A 2P set 1.00
10.59 Wall Fan (Standard/Any Equivalent) set 2.00
10.58 Electrical Tape pc 1.00
Sub-total
11.00 Plumbing Works
11.62 Water Closet 1.6gpf with Accessories set 1.00
11.59 Faucet, Plain Bibb, Brass 1/2″Ø pc 1.00
11.70 Faucet, Lavatory set 1.00
11.06 PP-R Pipe 1/2″Ø pc 6.00
11.08 PP-R Coupling, 1/2″Ø pc 5.00
11.21 PP-R Elbow 90o x 1/2″Ø pc 3.00
11.15 PP-R Tee, 1/2″Ø pc 3.00
11.65 S.S.Floor Drain 4′ x 4″ pc 1.00
Sub-total
12.00 Sanitary Works
12.32a Septic Tank unit 1.00
12.09 uPVC Sanitary Pipe 4″Ø pc 6.00
12.13 uPVC Elbow 90o x 4″Ø pc 3.00
12.27 uPVC Wye 4″ x 4″ pc 3.00
12.28 Brass Cleanout 4″ x 4″ pc 6.00
12.07 uPVC Sanitary Pipe 2″Ø pc 6.00
12.11 uPVC Elbow 90o x 2″Ø pc 5.00
12.22 uPVC Wye 2″ x 2″ pc 3.00
12.17 uPVC Tee 2″ x 2″ pc 3.00
12.30 uPVC P-Trap 2″ pc 3.00
12.33 PVC Cement can 3.00
Sub-total
13.00 Painting Works
Concrete surfaces sq.m 186.56
13.18 Neutralizer gal 4.00
13.01 Latex, Flat gal 4.00
13.14 Masonry Putty gal 4.00
13.02 Latex, Semi Gloss gal 18.00
13.20 Acri Color qrt 10.00
Wood surfaces sq.m 97.00
13.04 Enamel, Flatwall gal 4.00
13.15 Glazing Putty gal 4.00
13.05 Enamel, Semi Gloss gal 7.00
13.16 Paint Thinner gal 6.00
Sub-total
14.00 Tile Works
14.02 Unglazed Floor Tiles 30cm x 30cm pc 30.00
14.06 Glazed Wall Tiles 30cm x 30cm pc 110.00
14.15 Tile Grout 5 kg/bag bag 4.00
14.16 Tile Adhesive 25 kg/bag bag 6.00
Sub-total

DECS ONE (1) CLASSROOM BUILDING (7m x 8m)
2.00 Concreting Works
Slab cu.m 5.60
2.01 Portland Cement bag 51.00
2.02 Crushed Gravel 3/4″ cu.m 5.75
2.03 Washed Sand cu.m 3.00
Sub-total
3.00 Rebar Works
Slab kg 83.78
3.01 Deformed Round Bars, Grade 40 kg 83.78
3.02 G.I. Tie Wire kg 2.00
Sub-total
5.00 Masonry Works
Masonry Wall sq.m 34.00
5.04 CHB 4″ thk pc 425.00
5.02 Portland Cement bag 17.00
5.03 Washed Sand cu.m 2.00
5.06 10mm x 6m RSB kg 46.00
5.07 G.I. Tie Wire kg 1.00
Plastering sq.m 124.40
5.02 Portland Cement bag 42.00
5.03 Washed Sand cu.m 5.00
Sub-total
6.00 Doors and Windows
6.01 Removal of Door with Jamb set 1.00
6.02 Removal of Window with Jamb sq.m 14.20
6.03 D-1, Panel Door 0.90m x 2.10m on 150mm Wooden Jamb complete with Accessories (lever type door knob) set 1.00
6.21 PVC Door 0.60m x 2.10m pc 1.00
6.07 W – 1, ( 2.6 x 1.6 m) Jalousie Window with Clear Glass Blades on JalouPlus Type Silver Colored Frame and Fixed Clear Glass Transom on 50 x 150 mm Wooden Jamb complete with Accessories set 2.00
6.45 W – 2, ( 1.3 x 1.6 m) Jalousie Window with Clear Glass Blades on JalouPlus Type Silver Colored Frame and Fixed Clear Glass Transom on 50 x 150 mm Wooden Jamb complete with Accessories set 2.00
6.40 W – 4, ( 0.6 x 0.6 m) Jalousie Window with Clear Glass Blades on JalouPlus Type Silver Colored Frame and Fixed Clear Glass Transom on 50 x 150 mm Wooden Jamb complete with Accessories set 1.00
Sub-total
7.00 Steel Works
7.08 LC 150 x 65 x 20 x 3.0mm kg 667.20
7.04 LC 100 x 50 x 15 x 1.5mm kg 604.80
7.11 L 25 x 25 x 3mm kg 98.25
7.18 Plain Round Bar 10mmØ x 6m pc 6.00
7.46 Welding Rod kg 28.00
7.17 Flat Bar 1″ x 1/4″ kg 32.40
13.12 Primer, Zinc Chromate gal 2.00
Sub-total
8.00 Roofing Works
8.01 Removal of Roofing Sheets sq.m 120.40
8.02 Removal of Ridge Roll pc 4.00
8.03 Removal of Flashing pc 10.00
8.16 G.I. Long-Span Roofing, Corrugated, Pre-Painted, 1220mm x 0.4mm thk m 120.40
8.17 G.I. Ridge Roll, Preformed, Pre-Painted, 0.610m x 2.440m x 0.6mm thk pc 5.00
8.19 G.I. Flashing, Preformed, Pre-Painted, 0.610m x 2.440m x 0.6mm thk pc 10.00
8.35 Teckscrew 2-1/2″ pc 964.00
8.36 Roof Sealant L 2.00
Sub-total
9.00 Carpentry Works
9.01 Removal of Ceiling sq.m 94.12
Interior ceiling (cathedral type) sq.m 61.80
9.13 Metal Carrying Channel (12mm x 38mm x 5m x 0.8mm thk) pc 12.00
9.02 Plywood, Ordinary 1/4″ x 4′ x 8′ pc 22.00
9.22 Metal Double Furring Channel (19mm x 50mm x 5m x 0.5mm thk) pc 22.00
9.23 Wall Angle pc 14.00
9.42 W Clip pc 99.00
9.13 Suspension Clip & Rod Joiner pc 51.00
9.06 Steel Angle pc 51.00
9.22 Round Bar Hanger (8 mm diam.) kg 56.00
9.23 Blind Rivets pc 208.00
Exterior Ceiling (1.5) sq.m 32.32
9.13 Metal Carrying Channel (12mm x 38mm x 5m x 0.8mm thk) pc 7.00
9.02 Plywood, Ordinary 1/4″ x 4′ x 8′ pc 12.00
9.22 Metal Double Furring Channel (19mm x 50mm x 5m x 0.5mm thk) pc 11.00
9.23 Wall Angle pc 8.00
9.42 W Clip pc 52.00
9.13 Suspension Clip & Rod Joiner pc 27.00
9.06 Steel Angle pc 27.00
9.22 Round Bar Hanger (8 mm diam.) kg 30.00
9.23 Blind Rivets pc 109.00
9.15 Ceiling Vent 1″ x 12″ x 4′ with Screen pc 4.00
Blackboards sq.m 2.88
9.14 S4S Lumber, Kiln Dried, Tanguile bd.ft 19.00
9.43 Lawanit, 1/4″ thk pc 1.00
9.22 Finishing Nails kg 1.00
9.23 Common Wire Nails kg 1.00
9.24 Concrete Nails kg 1.00
Sub-total
10.00 Electrical Works
Roughing-ins
10.01 Electrical Conduit uPVC, 15mmØ pc 25.00
10.06 RSC 20mmØ pc 1.00
10.34 Entrance Cap 20mm dia. pc 1.00
10.16 Junction Box, 4″ x 4″ G.I. pc 6.00
10.17 Utility Box, 2″ x 4″ G.I. pc 6.00
Wires & Fixtures
10.11 3.5 mm2 THW Wire, Stranded m 225.00
10.28 Duplex C.O. with Plate pc 4.00
10.25 3-Gang Switch with Plate pc 1.00
10.23 Single Switch with Plate pc 1.00
10.21 FL 1 x 40W Industrial Type set 6.00
10.48 Panel Box, Flush Type, 4 Branches set 1.00
10.39 Circuit Breaker, 30A 2P set 1.00
10.59 Wall Fan (Standard/Any Equivalent) set 2.00
10.58 Electrical Tape pc 1.00
Sub-total
11.00 Plumbing Works
11.62 Water Closet 1.6gpf with Accessories set 1.00
11.59 Faucet, Plain Bibb, Brass 1/2″Ø pc 1.00
11.70 Faucet, Lavatory set 1.00
11.06 PP-R Pipe 1/2″Ø pc 6.00
11.08 PP-R Coupling, 1/2″Ø pc 5.00
11.21 PP-R Elbow 90o x 1/2″Ø pc 3.00
11.15 PP-R Tee, 1/2″Ø pc 3.00
11.65 S.S.Floor Drain 4′ x 4″ pc 1.00
Sub-total
12.00 Sanitary Works
12.32a Septic Tank unit 1.00
12.09 uPVC Sanitary Pipe 4″Ø pc 6.00
12.13 uPVC Elbow 90o x 4″Ø pc 3.00
12.27 uPVC Wye 4″ x 4″ pc 3.00
12.28 Brass Cleanout 4″ x 4″ pc 6.00
12.07 uPVC Sanitary Pipe 2″Ø pc 6.00
12.11 uPVC Elbow 90o x 2″Ø pc 5.00
12.22 uPVC Wye 2″ x 2″ pc 3.00
12.17 uPVC Tee 2″ x 2″ pc 3.00
12.30 uPVC P-Trap 2″ pc 3.00
12.33 PVC Cement can 3.00
Sub-total
13.00 Painting Works
Concrete surfaces sq.m 186.56
13.18 Neutralizer gal 4.00
13.01 Latex, Flat gal 4.00
13.14 Masonry Putty gal 4.00
13.02 Latex, Semi Gloss gal 18.00
13.20 Acri Color qrt 10.00
Wood surfaces sq.m 97.00
13.04 Enamel, Flatwall gal 4.00
13.15 Glazing Putty gal 4.00
13.05 Enamel, Semi Gloss gal 7.00
13.16 Paint Thinner gal 6.00
Sub-total
14.00 Tile Works
14.02 Unglazed Floor Tiles 30cm x 30cm pc 30.00
14.06 Glazed Wall Tiles 30cm x 30cm pc 110.00
14.15 Tile Grout 5 kg/bag bag 4.00
14.16 Tile Adhesive 25 kg/bag bag 6.00
Sub-total

DEPED STANDARD THREE (3) CLASSROOM BUILDING (7m x 9m)
5.00 Masonry Works
Masonry Wall sq.m 34.00
5.04 CHB 4″ thk pc 425.00
5.02 Portland Cement bag 17.00
5.03 Washed Sand cu.m 2.00
5.06 10mm x 6m RSB kg 46.00
5.07 G.I. Tie Wire kg 1.00
Plastering sq.m 124.40
5.02 Portland Cement bag 42.00
5.03 Washed Sand cu.m 5.00
Sub-total
6.00 Doors and Windows
6.01 Removal of Door with Jamb set 6.00
6.02 Removal of Window with Jamb sq.m 14.20
6.03 D-1, Panel Door 0.90m x 2.10m on 150mm Wooden Jamb complete with Accessories (lever type door knob) set 6.00
6.21 PVC Door 0.60m x 2.10m pc 3.00
6.07 W – 1, ( 2.6 x 1.6 m) Jalousie Window with Clear Glass Blades on JalouPlus Type Silver Colored Frame and Fixed Clear Glass Transom on 50 x 150 mm Wooden Jamb complete with Accessories set 3.00
6.45 W – 2, ( 1.3 x 1.6 m) Jalousie Window with Clear Glass Blades on JalouPlus Type Silver Colored Frame and Fixed Clear Glass Transom on 50 x 150 mm Wooden Jamb complete with Accessories set 9.00
6.40 W – 4, ( 0.6 x 0.6 m) Jalousie Window with Clear Glass Blades on JalouPlus Type Silver Colored Frame and Fixed Clear Glass Transom on 50 x 150 mm Wooden Jamb complete with Accessories set 3.00
Sub-total
8.00 Roofing Works
8.01 Removal of Roofing Sheets sq.m 396.60
8.02 Removal of Ridge Roll pc 5.00
8.03 Removal of Flashing pc 10.00
8.16 G.I. Long-Span Roofing, Corrugated, Pre-Painted, 1220mm x 0.4mm thk m 396.60
8.17 G.I. Ridge Roll, Preformed, Pre-Painted, 0.610m x 2.440m x 0.6mm thk pc 5.00
8.19 G.I. Flashing, Preformed, Pre-Painted, 0.610m x 2.440m x 0.6mm thk pc 10.00
8.35 Teckscrew 2-1/2″ pc #####
8.36 Roof Sealant L 2.00
Sub-total
9.00 Carpentry Works
9.01 Removal of Ceiling sq.m 274.72
Interior ceiling with (cathedral type) sq.m 185.40
9.13 Metal Carrying Channel (12mm x 38mm x 5m x 0.8mm thk) pc 36.00
9.02 Plywood, Ordinary 1/4″ x 4′ x 8′ pc 64.00
9.22 Metal Double Furring Channel (19mm x 50mm x 5m x 0.5mm thk) pc 64.00
9.23 Wall Angle pc 41.00
9.42 W Clip pc 297.00
9.13 Suspension Clip & Rod Joiner pc 153.00
9.06 Steel Angle pc 153.00
9.22 Round Bar Hanger (8 mm diam.) kg 168.00
9.23 Blind Rivets pc 623.00
Exterior Ceiling (1.5) sq.m 89.32
9.13 Metal Carrying Channel (12mm x 38mm x 5m x 0.8mm thk) pc 17.00
9.02 Plywood, Ordinary 1/4″ x 4′ x 8′ pc 31.00
9.22 Metal Double Furring Channel (19mm x 50mm x 5m x 0.5mm thk) pc 31.00
9.23 Wall Angle pc 20.00
9.42 W Clip pc 143.00
9.13 Suspension Clip & Rod Joiner pc 74.00
9.06 Steel Angle pc 74.00
9.22 Round Bar Hanger (8 mm diam.) kg 81.00
9.23 Blind Rivets pc 301.00
9.15 Ceiling Vent 1″ x 12″ x 4′ with Screen pc 12.00
Blackboards sq.m 8.64
9.14 S4S Lumber, Kiln Dried, Tanguile bd.ft 55.00
9.43 Lawanit, 1/4″ thk pc 3.00
9.22 Finishing Nails kg 1.00
9.23 Common Wire Nails kg 1.00
9.24 Concrete Nails kg 1.00
Sub-total
10.00 Electrical Works
Roughing-ins
10.01 Electrical Conduit uPVC, 15mmØ pc 75.00
10.06 RSC 20mmØ pc 1.00
10.34 Entrance Cap 20mm dia. pc 1.00
10.16 Junction Box, 4″ x 4″ G.I. pc 18.00
10.17 Utility Box, 2″ x 4″ G.I. pc 15.00
Wires & Fixtures
10.11 3.5 mm2 THW Wire, Stranded m 675.00
10.28 Duplex C.O. with Plate pc 12.00
10.25 3-Gang Switch with Plate pc 3.00
10.23 Single Switch with Plate pc 3.00
10.21 FL 1 x 40W Industrial Type set 18.00
10.48 Panel Box, Flush Type, 4 Branches set 1.00
10.39 Circuit Breaker, 30A 2P set 3.00
10.59 Wall Fan (Standard/Any Equivalent) set 6.00
10.58 Electrical Tape pc 3.00
Sub-total
11.00 Plumbing Works
11.62 Water Closet 1.6gpf with Accessories set 3.00
11.59 Faucet, Plain Bibb, Brass 1/2″Ø pc 3.00
11.70 Faucet, Lavatory set 3.00
11.06 PP-R Pipe 1/2″Ø pc 12.00
11.08 PP-R Coupling, 1/2″Ø pc 10.00
11.21 PP-R Elbow 90o x 1/2″Ø pc 9.00
11.15 PP-R Tee, 1/2″Ø pc 9.00
11.65 S.S.Floor Drain 4′ x 4″ pc 3.00
Sub-total
12.00 Sanitary Works
12.32a Septic Tank unit 1.00
12.09 uPVC Sanitary Pipe 4″Ø pc 12.00
12.13 uPVC Elbow 90o x 4″Ø pc 9.00
12.27 uPVC Wye 4″ x 4″ pc 9.00
12.28 Brass Cleanout 4″ x 4″ pc 12.00
12.07 uPVC Sanitary Pipe 2″Ø pc 12.00
12.11 uPVC Elbow 90o x 2″Ø pc 10.00
12.22 uPVC Wye 2″ x 2″ pc 9.00
12.17 uPVC Tee 2″ x 2″ pc 9.00
12.30 uPVC P-Trap 2″ pc 9.00
12.33 PVC Cement can 3.00
Sub-total
13.00 Painting Works
Concrete surfaces sq.m 222.60
13.18 Neutralizer gal 5.00
13.01 Latex, Flat gal 5.00
13.14 Masonry Putty gal 5.00
13.02 Latex, Semi Gloss gal 19.00
13.20 Acri Color qrt 10.00
Wood surfaces sq.m 283.36
13.04 Enamel, Flatwall gal 10.00
13.15 Glazing Putty gal 10.00
13.05 Enamel, Semi Gloss gal 7.00
13.16 Paint Thinner gal 8.00
Sub-total
14.00 Tile Works
14.02 Unglazed Floor Tiles 30cm x 30cm pc 70.00
14.06 Glazed Wall Tiles 30cm x 30cm pc 290.00
14.15 Tile Grout 5 kg/bag bag 4.00
14.16 Tile Adhesive 25 kg/bag bag 6.00
Sub-total
OFFICE (7m x 8m)
5.00 Masonry Works
Masonry Wall sq.m 10.00
5.04 CHB 4″ thk pc 125.00
5.02 Portland Cement bag 5.00
5.03 Washed Sand cu.m 1.00
5.06 10mm x 6m RSB kg 14.00
5.07 G.I. Tie Wire kg 1.00
Plastering sq.m 52.40
5.02 Portland Cement bag 18.00
5.03 Washed Sand cu.m 2.00
Sub-total
6.00 Doors and Windows
Refurbish Doors lot 1.00
Refurbish Windows lot 1.00
6.21 PVC Door 0.60m x 2.10m pc 1.00
6.40 W – 4, ( 0.6 x 0.6 m) Jalousie Window with Clear Glass Blades on JalouPlus Type Silver Colored Frame and Fixed Clear Glass Transom on 50 x 150 mm Wooden Jamb complete with Accessories set 1.00
Sub-total
9.00 Carpentry Works
9.01 Removal of Ceiling sq.m 98.28
Interior ceiling with(cathedral type) sq.m 61.80
9.13 Metal Carrying Channel (12mm x 38mm x 5m x 0.8mm thk) pc 12.00
9.02 Plywood, Ordinary 1/4″ x 4′ x 8′ pc 22.00
9.22 Metal Double Furring Channel (19mm x 50mm x 5m x 0.5mm thk) pc 22.00
9.23 Wall Angle pc 14.00
9.42 W Clip pc 99.00
9.13 Suspension Clip & Rod Joiner pc 51.00
9.06 Steel Angle pc 51.00
9.22 Round Bar Hanger (8 mm diam.) kg 56.00
9.23 Blind Rivets pc 208.00
Exterior Ceiling (1.5) sq.m 36.48
9.13 Metal Carrying Channel (12mm x 38mm x 5m x 0.8mm thk) pc 7.00
9.02 Plywood, Ordinary 1/4″ x 4′ x 8′ pc 13.00
9.22 Metal Double Furring Channel (19mm x 50mm x 5m x 0.5mm thk) pc 13.00
9.23 Wall Angle pc 9.00
9.42 W Clip pc 59.00
9.13 Suspension Clip & Rod Joiner pc 30.00
9.06 Steel Angle pc 30.00
9.22 Round Bar Hanger (8 mm diam.) kg 33.00
9.23 Blind Rivets pc 123.00
9.15 Ceiling Vent 1″ x 12″ x 4′ with Screen pc 4.00
Sub-total
10.00 Electrical Works
Roughing-ins
10.01 Electrical Conduit uPVC, 15mmØ pc 25.00
10.06 RSC 20mmØ pc 1.00
10.34 Entrance Cap 20mm dia. pc 1.00
10.16 Junction Box, 4″ x 4″ G.I. pc 6.00
10.17 Utility Box, 2″ x 4″ G.I. pc 6.00
Wires & Fixtures
10.11 3.5 mm2 THW Wire, Stranded m 225.00
10.28 Duplex C.O. with Plate pc 4.00
10.25 3-Gang Switch with Plate pc 1.00
10.23 Single Switch with Plate pc 1.00
10.21 FL 1 x 40W Industrial Type set 6.00
10.48 Panel Box, Flush Type, 4 Branches set 1.00
10.39 Circuit Breaker, 30A 2P set 1.00
10.59 Wall Fan (Standard/Any Equivalent) set 2.00
10.58 Electrical Tape pc 1.00
Sub-total
11.00 Plumbing Works
11.62 Water Closet 1.6gpf with Accessories set 1.00
11.59 Faucet, Plain Bibb, Brass 1/2″Ø pc 1.00
11.70 Faucet, Lavatory set 1.00
11.06 PP-R Pipe 1/2″Ø pc 6.00
11.08 PP-R Coupling, 1/2″Ø pc 5.00
11.21 PP-R Elbow 90o x 1/2″Ø pc 3.00
11.15 PP-R Tee, 1/2″Ø pc 3.00
11.65 S.S.Floor Drain 4′ x 4″ pc 1.00
Sub-total
12.00 Sanitary Works
12.09 uPVC Sanitary Pipe 4″Ø pc 6.00
12.13 uPVC Elbow 90o x 4″Ø pc 3.00
12.27 uPVC Wye 4″ x 4″ pc 3.00
12.28 Brass Cleanout 4″ x 4″ pc 6.00
12.07 uPVC Sanitary Pipe 2″Ø pc 6.00
12.11 uPVC Elbow 90o x 2″Ø pc 5.00
12.22 uPVC Wye 2″ x 2″ pc 3.00
12.17 uPVC Tee 2″ x 2″ pc 3.00
12.30 uPVC P-Trap 2″ pc 3.00
12.33 PVC Cement can 3.00
Sub-total
13.00 Painting Works
Concrete surfaces sq.m 186.56
13.18 Neutralizer gal 4.00
13.01 Latex, Flat gal 4.00
13.14 Masonry Putty gal 4.00
13.02 Latex, Semi Gloss gal 18.00
13.20 Acri Color qrt 10.00
Wood surfaces sq.m 98.28
13.04 Enamel, Flatwall gal 4.00
13.15 Glazing Putty gal 4.00
13.05 Enamel, Semi Gloss gal 7.00
13.16 Paint Thinner gal 6.00
Sub-total
14.00 Tile Works
14.02 Unglazed Floor Tiles 30cm x 30cm pc 30.00
14.06 Glazed Wall Tiles 30cm x 30cm pc 110.00
14.15 Tile Grout 5 kg/bag bag 4.00
14.16 Tile Adhesive 25 kg/bag bag 6.00
Sub-total

II DIRECT COST
III INDIRECT COST
IV TAX
V TOTAL CONSTRUCTION COST

Prepared by:

CONTRACTOR

2018 BEFF Repair of Classrooms – Billeting for R1AA (Lot 1)

DEPED ALAMINOS

DEPED ALAMINOS

DEPED ALAMINOS

DEPED ALAMINOS