BUILDING CONSTRUCTION SERVICES LIST - GENERAL REQUIREMENTS - PDFYAR

General
Deviations from Tender Documents
Interpretations
Regulations
Reference Documents
Quality Plan
Co-ordination and Setting out
Materials
Pre-manufacture Submissions
Installation
Date Processing
Power Quality and Electromagnetic Interference
Supports and Fixings
Access and Protection Structures
Fire Stopping
Dissimilar Materials
Painting
Identification
Off Site/Factory Testing
Testing and Commissioning
Operating and Maintenance Manuals
Construction Record Drawings
Updating Existing On-Site Operational Information
Instruction of Employer’s Staff
Completion
Defects Liability Period
Routine Maintenance
Timing of Submissions

GENERAL
- This section is referred to in individual building services trade sections of the Specification, and shall apply to those sections. The requirements of individual trade sections override conflicting requirements in this section.
DEVIATIONS FROM TENDER DOCUMENTS
- Receipt of tenders that comply with the Tender Documents is preferred. However Tenderers may offer materials, equipment, workmanship, system designs or other matters of
  performance, construction, quality or space requirements that differ from the requirements of the Tender Documents.Tenders shall list the specific material, equipment, workmanship or system designs that differ from those specified. The tender shall be deemed to be complying in all matters other than
  those specifically listed as deviations.
  
  Should any proposed alternative require changes to any other parts of the Works, the Tender shall allow for all costs of such changes whether to these works or other works affected. No
  costs will be accepted for additional work which may be required arising from the acceptance of an alternative.
  
  The Employer reserves the right, at the Employer’s discretion, to decide if any deviation will be accepted.
INTERPRETATIONS
- Review of quality control procedures shall not imply acceptance of the appropriateness or completeness of those procedures.Review of Supplier’s Certificates of Compliance shall mean a general review of the certificate and determination of the acceptability or otherwise of any stated non-compliance.
  Review of Contractors pre-manufacture sketches, drawings, calculations and diagrams, shall mean only of the general performance, layout, principles and techniques involved, and shall not be construed as implying in any way that the Works, if supplied and constructed in accordance therewith, will necessarily perform in the required manner, nor that the coordination and setting out is correct, the responsibility for which rests wholly with the Contractor. Review of drawings shall not be construed as implying that they have been checked for compliance with the requirements of the Specification. Such requirements shall be deemed to have been included. Review of Contractor’s pre-manufacture samples shall mean review for suitability of appearance and a general review of workmanship for apparent compliance with the Contract requirements.
  
  Review when used in relation to matters other than above shall mean a general review for apparent compliance with the Contract requirements.
  
  Inspection, when used in relation to on-site or off-site inspections, shall mean routine observation to ascertain whether the Works are being carried out in general accordance with the Contract Documents.
  
  Such reviews or inspections with “no exceptions taken” shall not relieve the Contractor of any of his obligations for producing materials, equipment and workmanship that are in compliance with the Contract requirements.
REGULATIONS
- The whole of the works shall comply with the latest relevant Regulations which are in force 14 days prior to the tender closing date and the current Regulatory Authority requirements at Practical Completion. The cost of any materials or equipment and all reports, fees and charges required to meet such regulations and requirements shall be included in the Tender whether specifically shown or described or not.
REFERENCE DOCUMENTS
- Reference documents cited are deemed to form a part of this Specification. Reference to any Standard shall include any amendments thereto, and any Standard in substitution thereof,
  issued up to 3 months before the closing date for tenders. In the event of this Specification being at variance with any provision of these documents, the requirements of this Specification take precedence over the provisions of the document. Responsibilities of the parties to the Contract are not altered by requirements in referenced documents.The following documents are referenced in this and/or building services trade sections of the Specification:
  SSPC – PA 2:1982 – Steel Structures Painting Council. Paint Application
  Specification No. 2. Measurement of dry paint thickness with magnetic gauges.
- SIS 05 59 00:1988 – Steel preparation grades for painting.BS 6496:1984(1991) – Specification for powder organic coatings on Aluminium.
  BS 6497:1984(1991) – Specification for powder organic coatings on Galvanised steel.
  
  PUIL 2011 – Peraturan Umum Instalasi Listrik Indonesia
QUALITY STANDARDS
1. General
  The Contractor shall set up and maintain throughout construction, a Quality Assurance system. The Contractor shall submit details of the system with his Tender.The system shall ensure that the following is achieved:
  • all Works are completed in accordance with the drawings and specifications and comply with all statutory requirements
  • all testing and commissioning required by this specification or the Regulatory Authorities has been conducted and have achieved the required standards
  • all inspections are conducted, checklists completed and self certified
  • significant construction operations, or checkpoint milestones are identified where Works should not proceed further until the relevant checklist is completed, self certified and an
  opportunity given for the Employer to also inspect (eg: supports, insulation, making good service penetrations and the like to be inspected and certified prior to installation of ceiling,
  backfilling or other activity that prevents further visual inspection without removal of following work
  • all reports have been submitted
  • all services are operational
  • the works have been demonstrated to have allowed the required standards
  • all warranties as required by the Contract have been submitted.
  
  The Contractor is responsible for the supervision of the works and for all inspection and testing required for the quality control of the Works. The Contractor’s quality system shall include the following:
  
  • A suitably qualified and experienced professional engineer (the Contractor’s Quality Engineer) to manage its quality system, eg. receive, review and certify all test data and
  checklists and to provide relevant quality data to the Employers Construction Monitoring personnel.
  
  • Checklists which are to be completed and signed off by the Contractor’s Quality Engineer prior to each significant closing-up operation being performed.
  • A monthly report on the project including all relevant quality matters eg: results of quality control inspections and tests, problems experienced, corrective actions taken.
  
  The Contractor’s attention is drawn to the fact that the Employer’s staff will monitor the Quality System and make random inspections from time to time. The Employer is entitled to stop the Works proceeding at any time if the Contractor’s Quality system is deficient or substandard work is being undertaken. Work shall not recommence until the Contractor can demonstrate to the Employer that the necessary steps are being taken to remedy the situation. If the Contractor cannot demonstrate to the Employer’s satisfaction that the works meets the required quality standards, the Employer reserves the right to engage other parties to carry out inspection. testing and remedial works and charge the cost of this work to the Contractor.
2. Any inadequacy, damage or defect to the Works shall be made good by the Contractor at his own expense. The Contractor shall submit details of his remedial works proposals to the
  Employer for his review prior to carrying out the work. Failure to submit these details may lead to the Employer rejecting the remedial works.The Contractor shall conduct detailed checks on the Works and rectify all defects to his satisfaction before arranging for the Employer to inspect the Works for the purpose of certifying
  completion of the Works.
3. Checklists
  Checklists are to be provided by the Contractor. The checklists shall be completed and signed off by the Contractor’s Quality Engineer and submitted to the Employer prior to each significant construction operation being carried out. Refer to the TESTING AND COMMISSIONING.
4. Inspection and Testing Records
  Inspection and testing records and certificates shall be obtained by the Contractor’s Quality Engineer. Records required prior to construction of an item shall be obtained and incorporated in the checklist for that item. Records required after the construction of an item shall be obtained within 14 days of completion of that item.
  
  A copy of all inspection and testing records is to be included in the monthly project quality report.
COORDINATION AND SETTING OUT
- The Contractor shall install the Works according to the “Issue for Construction” drawings. However, the Contractor shall be responsible for the detailed setting out of his section of the
  Works so as to:
  - Co-ordinate with other Trades, particularly with respect to other building services and to the set-out of ceilings, including area by area discussions with all appropriate trades, having all
    up to date drawings with them at these discussions. If the Main Contractor’s M&E Manager is not present at any of these area by area discussions, then brief notes of the conclusions
    reached at that discussion are to be prepared by each Trade and submitted to the Main Contractor to enable it to check that this process of setting out discussions, is working
    property.
  - Locate the Works in the spaces allocated for the purpose with suitable access and clearances for normal and long term operation and maintenance requirements.
    Where a discrepancy exists which prevents successful setting out and co-ordination, other than as set out under DEVIATION FROM TENDER DOCUMENTS, obtain clarification instructions. Should the Contractor consider that it is not possible to coordinate the setting out of their work in the space available, they shall advise the Main Contractor who shall designate which Trade shall sketch a proposed solution and submit it to the Employer for consideration and for the Employer to issue an instruction on how to proceed.
    
    No account will be taken of any abortive manufacture, fabrication or installation work which has been due to the failure of the Contractor to carry out proper setting out and co-ordination.
MATERIALS

Materials shall include all plant, machinery, equipment, and components which form a part of the Works to be handed over to the Employer.
- All materials shall be:
  • new (unless otherwise specified)
  • to the latest appropriate technology
  • suitable for the purpose in the specific application in which it is to be used
  • proven in service in the specific application in which it is to be used
  • suitable for installation in the spaces as shown on the Drawings with suitable access and
  clearances for normal and long term maintenance requirements
  • compatible with other materials and equipment to be used in the Works
  • supported by appropriate servicing facilities and locally available spare parts
  Where any material is mentioned by a trade name or by any other specific reference, it is for the purposes of indicating suitable standards of quality (including but not limited to finish,
  durability and serviceability), space requirements and structural loading for the purpose intended, and for no other reason. Material characteristics other than those specifically covered
  by the Drawings and Specifications, shall be at least equivalent to those of any mentioned trade name, or if no trade name is mentioned, typical of the respective material kind.
  Provide consistent type, brand, size, quality and appearance for the whole quantity of each material or equipment item.Deliver materials and equipment to the Site with the manufacturer’s label intact and with the manufacturer’s written installation procedures. Upon receipt, ensure that they are correct,
  complete and undamaged before proceeding with installation.
  
  Store and protect all materials and equipment furnished in connection with the Works. Protection shall include preventing moisture and foreign substances from entering the working
  parts or damaging the structure or finish of materials and equipment. Make good or replace any damaged materials or equipment from whatever cause, at no extra cost.
PRE-MANUFACTURE SUBMISSIONS
1. Supplier’s Certificates of Compliance
  Submit Suppliers’ Certificates of Compliance in the format of APPENDIX C45A for all major equipment items as listed under the respective Trade sections of this Specification.Certificates of Compliance shall identify the brand, series and model number, and shall list:
  
  • the specified performance requirements (tested in accordance with the specified standards, or industry recognised standards in the absence of specified standards)
  
  • all other requirements of the Contract Documents (e.g. construction details, quality details, weights, etc.).
  Certificates of Compliance shall certify “Comply”, “Exceed” or “Exception” against each and every requirement. They shall specifically certify that the equipment is suitable for the purpose and proven in service for the specific application in which it is intended to be used.
  
  Do not indicate Comply unless the proposed system exactly meets the specification requirement. If Exceed or Exception is indicated, then provide a clear and concise explanation
  of the variance from the specifications and the net effect this would have on the specified system performance.
  
  Equipment shall be deemed to comply with any Contract requirement that is not specifically identified as a non-compliance in the Supplier’s Certificate of Compliance.
  
  Manufacturers’ trade literature may be submitted in support of, but not in lieu of, a Supplier’s Certificates of Compliance.
2. Layout and System Design Drawings
  Submit layout drawings of all areas, including plans and elevations. Submit layout and/or schematic system diagrams for those items where design forms a part of the Works. Submit
  other layout or detail drawings as listed under the respective trade sections of this Specification.Submit details of any changes to the Works as shown in the Drawings arising from the acceptance of a deviation from the Tender Documents as under DEVIATIONS FROM
  TENDER DOCUMENTS, drawn at the same or larger scale as the Drawings.
  
  Should an accepted deviation include an alternative electrical distribution design, provide a single line drawing giving manufacturers’ reference numbers for each protection device, plus technical data and calculations showing discrimination and the capability of the devices to withstand expected fault levels.
  
  The Contractor may prepare other layout drawings to assist him in the setting out of the Works. The Contract Documents do not require the submission of such drawings. Should such
  drawings be submitted they may be returned without comment.
3. Contractor’s Certificate of Compliance
  For each trade, submit Contractor’s Certificate(s) of Compliance certifying that the equipment selected complies with the Contract requirements and will fit into the spaces shown on the Drawings with access and clearances as specified under MATERIALS. Certificates shall cover all major equipment items as listed in the respective trade sections of this Specification.
  
  Certificates shall be submitted on an area-by-area basis where appropriate.
  
  The objective of these certificates is to facilitate identification of any spatial non-compliances in time to enable the most appropriate solution (e.g. reselect material, revise spatial design, etc) to be actioned with no or minimal abortive construction work.
4. Design Details
  Submit design details as follows:
  • Colour schemes of Exposed and Exterior work. Refer PAINTING.
  
  • Identification and labelling schedule, including size, wording and materials.
  
  • Certification that the Contractor has completed design of seismic restraint details in accordance with SUPPORTS AND FIXINGS.
  
  • Fire stopping details. Refer FIRE STOPPING.
  
  • Trade specific design details as listed in the respective trade sections of this Specification.
5. Samples
  Submit samples of all materials and equipment which are intended for fixing in public areas or are visible to the building occupants or otherwise indicated in the respective Trade sections. No items of any such materials or equipment shall be installed on Site until this submission and review has been completed.
  
  Identify each sample with the project, trade, supplier, manufacturer, model number, and applicable options. Identify non-compliances with Contract requirements.
  
  Retain approved samples on site, in good condition, until Practical Completion.
6. Procedure
  Submit the information and samples to the Employer for review. Refer TIMING OF SUBMISSIONS. In addition to whatever copies of submission information are needed on Site
  for use by the Contractor, submit two copies of submission information to the Employer. One copy will be returned within 28 Working Days of receipt. Resubmit in amended form if so
  ordered. Neither failure to make these submissions on time, nor any requirement calling for amendment to or resubmission shall relieve the Contractor of any of his obligations under the terms of the Contract.Retain corrected, unsoiled, clean copies of all submissions for future inclusion in Operating and Maintenance Manuals.
INSTALLATION
- Workmanship shall be:
  • in accordance with best modern trade practice,• carried out by appropriately qualified and experienced tradesmen and supervised apprentices,
  
  • carried out under the supervision of a competent foreman,
  
  • to a high standard of construction and leave an efficient, robust, tidy and fully operational installation.
  Install materials and equipment in accordance with the manufacturer’s written instructions. Provide labour and materials required to clean, treat, shim, grout, adjust, alter, support or do any other work on materials and equipment which the manufacturer, or his agent, may consider necessary to achieve a satisfactory installation.
  
  Provide proper connections and interfacing between relevant materials and equipment, such as to avoid such interfacing causing damage to or adversely affecting the performance or
  durability of the Works. If materials are required to comply with product certification schemes, use them in accordance with the certification requirements.
  
  Where material samples are required, incorporate in the works only those materials which match the approved samples.
  
  Arrange reticulated services to run parallel with adjacent services, building elements, and grid lines where possible and practical.
  
  Ensure access to services is not impeded. Provide for movement in both structure and services.
DATE PROCESSING
- Hardware, software and firmware products and systems provided under this Contract, including proprietary equipment incorporating date aware electronic controls or embedded microchips, shall accurately process date data (including, but not limited to, calculating, comparing and sequencing) from, into and between centuries, including leap year calculations, when used in accordance with the product documentation provided by the Contractor.
POWER QUALITY AND ELECTROMAGNETIC INTERFERENCE
- The Contractor’s attention is drawn to supply voltage variations at the Site which may be expected to occur beyond the normal limits referred to in the Electricity Regulations. These
  variations may include harmonics, surges, sags and impulses (spikes) and may be generated either outside or within the installation. The Contractor must note that the complex will, from time to time, run on on-site electricity generators.Provide appropriate devices such as power conditioners, voltage stabilisers, harmonic filters or surge diverters as necessary to protect all equipment installed under the Contract which may be sensitive to supply voltage variations. The Contractor shall be responsible for the adequate selection and provision of all necessary protective measures.
  
  The Contractor’s attention is also drawn to the high electromagnetic environments caused by radio transmitters used by Police, Fire Brigade, Security and other services, which may cause premature failure of or interference to electronic equipment. Provide all necessary earthing, screening, protection etc, so that the system will operate satisfactorily and without degradation in this environment.
  
  Where cable routes are not designated on the drawings, route cables so as to minimise the effects of electric and magnetic fields on other equipment. Run single core cables in trefoil with the neutral conductor adjacent the phase conductors. Route cables clear of computer or VDU suites and the like.
SUPPORTS AND FIXINGS
- Design or select supports, frames, hangers, fixings and the like such that they are capable of transmitting the loads imposed, sufficient to ensure the rigidity of the assembly, and withstand seismic loading, without excessive stress or displacement, in accordance with SNI 03-17262002 (or a recognised International Standard). Submit major support details to the Employer for review. Any secondary steel support structures deemed necessary by the Employer shall be provided by the Contractor at no cost. Design and fabricate support frames from mild steel in accordance with AS 4100 (or other recognised International Standard), or as otherwise detailed. Frames that are exposed to the external environment, or an otherwise moist or corrosive environment, shall be hot dip galvanised to AS 1650.
Fixings to concrete or masonry shall be approved by the Employer. Fixings to structural steelwork shall be by clamping, not by welding or drilling, except with specific prior review by the Employer. Use security screws for fixings in public areas that may be liable to vandalism.
Select fixings that are compatible with and exhibit equivalent or better corrosion resistance to the material to which they are joined or held. Fixings, including bolts, screws, threaded rods,
nuts, washers, pipe clamps, saddles and the like, and steel items cast in concrete, shall be, as a minimum, electroplated to AS 1789 (minimum 12 microns), except that where such items are
exposed to the external environment, or an otherwise moist or corrosive environment, they shall be stainless steel, brass or hot dip galvanised to AS 1650 as appropriate.
ACCESS AND PROTECTION STRUCTURES
- Provide access and protection structures as necessary to give proper access for maintenance or protection to all parts of the Works where required, and as otherwise indicated on the
  drawings. Where such access and protection structures are not detailed on the Drawings, design them to meet the requirements of SNI 03-1726-2002 and AS 4100, and fabricate them
  in accordance with AS 4100. Examples include, but are not necessarily limited to:
  • Access to equipment suspended at high level in plantrooms.
  • Access and protection bridges or covers over pipe or cable systems where they cross plantroom access routes, carpark areas, loading docks, etc, at low level.
  • Protection barriers around exposed services in areas where they may be prone to physical damage.
FIRE STOPPING
- Maintain the continuity and effectiveness of fire separations around penetrations, and in gaps between or within fire rated building elements, by the use of approved fire stops. Fire stops shall have certified fire resistance ratings (FRR) no less than that required for the separation in which they are installed. Refer to Architectural drawings for the location and rating of fire rated building elements.Fire stop certification shall be based on tests carried out by an independent laboratory in accordance with internationally recognised fire resistance rating test procedures.
  Select fire stop materials that are appropriate for the type and size of the gap or penetration, and for the type of material and construction used in the fire separation. Materials and methods of installation used on site shall be identical to those of the prototype used in their FRR tests.
  
  Fire stop materials shall generally include:
  • Ducts: Automatic self closing fire dampers, fixed within the fire separation.
  • Plastic pipes, including plastic water pipes: Fire rated intumescent collars (closures).
  • Metal pipes: Fire seal gaps between pipes and fire separation with a material capable of maintaining the fire rating.
  • Electric cables: Fire seal gaps between cables and fire separation with a material capable of maintaining the fire rating.
  Fire stops for penetrations in hollow construction shall protect the penetration over the full depth of the fire separation.
  
  Fire stops shall be fixed and supported such as to:
  • be restrained from moving or parting from the surfaces of both the penetration and the fire separation during a fire
  • allow for normal expansion and contraction of the services that run through the penetration.
  
  Specific requirements for penetrations in fire rated dry wall and floor construction (in addition to the above requirements) shall include:
  
  • Through penetrations: Provide trimmers around penetration to support the fire rated lining material
  • Partial penetrations (e.g. for light fittings, socket outlets, switches and the like): To be in accordance with the specific detail of the dry wall/floor system manufacturer.
DISSIMILAR MATERIALS
- Prevent galvanic corrosion from occurring due to the use and connection of dissimilar metals. Electrically insulate dissimilar metals by means of bituminised felt, rubber gasket, Teflon tape, insulating union or equivalent means suited for the duty.Do not use copper pipework or equipment components upstream of galvanised or aluminium pipework or equipment components.Prevent copper pipework or equipment components from coming into direct contact with cement bearing compounds.
PAINTING
1. General
  Provide protection against corrosion, deterioration, absorption of moisture and the like for all materials and equipment. Paint work as specified in the following sub-clauses for the relevant substrate. The following definitions apply :”Exposed”: Exposed to the view of the public or the building occupants.
  
  “Exterior”: External to the building, or otherwise exposed to the external environment, including beneath canopies, building overhangs and the like.
  
  “Corrosive Environment”: Exposed to a locally moist or corrosive environment.
  
  “Concealed”: In ceilings, floors, walls, shafts, under insulation or otherwise concealed from view.
  
  “Plantrooms”: In plantrooms, switchrooms, and the like.
  In the absence of a particular substrate specification, paint all work which is Exposed, Exterior or in a Corrosive Environment. Concealed work does not require painting except for black steel, galvanised steel touch up, and identification. Paint preparation grades quoted below relate to SIS 05 59 00.
  
  Painted materials shall in general be finished in standard colours. Qualities of finish shall be equivalent to or better than those specified. Finishes on Exposed and Exterior work shall be
  free of blemishes.
  
  Provide painting systems for each different substrate from the one manufacturer and apply in accordance with that manufacturer’s written instructions. Keep one copy of those instructions on Site.
  
  Surfaces to be surrounded by concrete shall be painted 30 mm into the future concrete zone.
  
  On request, demonstrate that the specified paint dry film thickness has been achieved, using a Type 2 magnetic gauge in accordance with SSPC-PA2.
2. Black Steel, Mild Steel
  (a) Concealed:
  
  As (b.) below but excluding top coat.
  
  Black steel pipework may be painted after installation using brush, hand mitt or equivalent. Alternatively, it may be pre-primed or mill-primed, with threads, site welds,
  fittings and damage touched up after installation with two coats zinc rich paint (90% minimum solids) for 20 mm each side.
  
  (b) Exposed, Plantrooms:
  
  Surface Preparation : Clean to Grade A, BSt 2 or CSt 2. Solvent clean.
  
  Pipe Threads, Site Welds : Touch up as (a) above.
  
  Primer : Modified alkyd zinc chromate/zinc oxide.
  
  Minimum dry film thickness = 35 microns.
  
  Top Coat(s) :  Modified alkyd gloss enamel. Minimum dry film thickness = 50 microns.
  
  Total Dry Film Thickness : 85 microns minimum.
  
  (c) Exterior, Corrosive Environments
  
  Hot dip galvanise to AS 1650 except for black steel pipe which shall be painted as below:
  
  Surface Preparation :  Clean to Grade A, B St 3 or C St 3.
  
  Primer:  Modified alkyd. Minimum thickness = 35 microns.
  
  1st Intermediate Coat : Modified alkyd primer.
  Minimum thickness = 35 microns.
  
  2nd Intermediate Coat : Alkyd micaceous iron oxide. Minimum thickness = 40 microns.
  
  Top coat(s) :  Alkyd micaceous iron oxide. Minimum thickness = 40 microns.
  
  Total Dry Film Thickness : 150 microns minimum.
3. Galvanised Sheet Steel, Electroplated Steel, Aluminium
  (a) Concealed, Plantrooms:
  Painting not required except for galvanised steel touch up – refer GALVANISED STEEL TOUCH UP below.
  (b) Exposed:
  Surface Preparation: Solvent clean.
  Galvanised Steel Touch Up : Refer GALVANISED STEEL TOUCH UP below.
  
  Primer: Modified vinyl etch primer. Minimum dry film thickness = 15 microns.
  
  Top Coat(s): Modified alkyd gloss enamel. Minimum thickness = 50 microns.
  
  Total Dry Film Thickness: 65 microns minimum.
  
  (c) Exterior, Corrosive Environments:
  Surface Preparation : Sweep dry, abrasive blast or power disc abrade. Solvent clean.
  
  Galvanised Steel Touch Up: Refer GALVANISED STEEL TOUCH UP below.
  
  Primer: 2 part polyamide epoxy exterior primer compatible with substrate. Minimum dry film thickness = 50 microns.
  
  Top Coat(s): 2 part epoxy gloss top coat compatible with primer and suitable for touch up. Minimum thickness = 100 microns.
  
  Total Dry Film Thickness: 150 microns minimum.
4. Hot Dip Galvanised Steel, Copper, Bronze, Brass
  (a) Concealed, Plantrooms, Exterior (excluding (b) below), Corrosive Environments: Painting not required except for galvanised steel touch up – refer GALVANISED STEEL
  TOUCH UP below.
  (b) Exposed: As per Exposed galvanised sheet steel.
5. Galvanised Steel Touch Up
  The following shall be cleaned and touched up with two coats of zinc rich paint (90% minimum solids) immediately after installation:
  • Threads formed in and damage to galvanised pipe.
  • Welds and damage to interior galvanised steel.
  
  All welds and damage to exterior galvanised steel shall be deslagged and cleaned to Grade B St 3 or C St 3, heated to 160°C and the zinc protection restored with “Galv-over” rods or
  equivalent.
6. Stainless Steel, Anodised Aluminium, Chromium Plate
  Clean and degrease surfaces. Painting is not required.
7. Painting in High Temperature Situations
  Where the working temperature exceeds the paint manufacturer’s recommended maximum temperature for the systems specified, paint as follows:
  
  Surface Preparation : Clean to Sa 3.
  Galvanised Steel Touch Up: Refer GALVANISED STEEL TOUCH UP below.
  Primer/Top Coat(s): Self curing ethyl silicate based inorganic zinc.
  Total Dry Film Thickness: 75 microns minimum.
8. Pipe Insulation
  Concealed insulation and insulation in plantrooms does not require painting. Paint Exposed and Exterior insulation in accordance with the insulation manufacturer’s written
  recommendations.
9. Concrete Bases
  One coat of masonry sealer and one coat of epoxy enamel.
10. Alternative Painting Systems If any material or equipment item is painted or protected to a manufacturer’s standard finish, alternative painting procedures may be offered provided that they give a standard of metal protection in no way inferior to that specified, and provided that damage is touched up to a standard of protection and finish in no way inferior to that specified. Powder coating shall be to BS 6496 (on aluminium) or BS 6497 (on galvanised steel) as appropriate. Powder coating shall not be used for Exterior or Corrosive Environments.
IDENTIFICATION
1. General
  Identify the Works as required by the relevant standards or regulations or as otherwise indicated herein. Ensure colours, letters, arrows and labels are plainly visible at the angle from which the Works are most likely to be viewed. Use English and Bahasa Indonesia.
2. Equipment Labels – General
  Provide machine engraved traffolyte or black anodised aluminium nameplates to identify each major equipment item. Similar labels shall identify and indicate the function of ancillary
  equipment such as gauges, valves (isolating – including whether normally open or closed, balancing, regulating, check and control), strainers, water flow measuring devices, flow
  switches, balancing and motorised dampers, fire dampers, switches, indicating lights, pushbuttons, relays, contactors, fuses, circuit breakers, and other devices which provide a
  manual or automatic control function, or an indicating function, or otherwise requires periodic inspection.Uniquely identify such items using a numbering system conforming with that shown on the Drawings for major equipment items. Uniquely list such items in the Operating and
  Maintenance Manual.
  
  Lettering shall be black on white background, unless expressly specified otherwise. Nameplates for major equipment shall be engraved in lettering 16 mm in height. Labels
  identifying ancillary equipment shall be engraved in lettering 5 mm in height. The minimum size for labels shall be 65 mm x 12 mm.
  
  Attach labels by instant adhesive or rivets. Do not mount labels on removable covers. Attach labels to valves with chromium plated brass chain.
  
  Provide approved, printed (not embossed), self adhesive circuit designation labels on data, telephone and power outlets. Similarly identify light switches, but also including switching zone or function as appropriate. Label size shall be 10 mm x 5 mm minimum.
3. Additional Requirements – MSBs, DBs, MCCs, etc.
  Equipment labels for Main Switchboard (MSBs) and 400A or larger Distribution Boards (DBs) and Motor Control Centres (MCCs) shall include equipment designation, manufacturer’s name, type designation or other traceable identification number (to enable the Employer to obtain relevant information from the manufacturer), busbar rating, fault level, and duration of fault.
  
  Locate labels in a prominent position adjacent to the main switch. Equipment labels for MSBs and 400A or larger DBs and MCCs circuit breaker and fuse switch labels shall include:
  
  • name of connected sub-board or equipment
  • size of circuit breaker or fuse carrier
  • setting of circuit breaker or fuselink size
  • connected cable size and type
  For rear access MSBs, DBs and MCCs, provide additional component labels affixed inside the panel to enable component identification from the rear.
  
  Label each way of MSBs, DBs and MCCs with phase and circuit number.
  
  Label motor starters with name and size of load.
  
  Provide typed schedules, listing circuit number, fuse/mcb rating, and service, for each MSB, DB and MCC. Insert into a plastic sleeve fixed on the inside of the cabinet door.
  
  Provide an as-installed single line drawing of the electrical distribution system, laminated and fixed in each switch room or control room.
4. Reticulated Services – General
  Identify pipework, ductwork, busduct, trunking, cable tray, conduits, etc with letter and colour coding as below. Apply identification lettering and banding:
  • for buried and concealed runs (including in floors and walls) – the points where the service disappears/reappears.
  • for concealed runs in ceiling spaces – every 5 m but at least once at point of entry to/exit from ceiling space.
  • for exposed runs – every 15 m but at least once within each space.
  
  The identification lettering shall be 25 mm high, or half the height of the service that it identifies, whichever is smaller.
5. Cable Reticulations
  Cable reticulation systems shall be colour coded as follows:
  Data Green
  Electrical Orange
  Security Brown
  BMS Light Blue
  Mechanical Dark Blue
  Fire Red
  Public Address Yellow
  Appropriately coloured cable ties may be used where multiple cable services are installed on a common cable tray, in lieu of coloured bands and letters.
  
  Indicate the direction of flow in pipes and ducts by an arrow of length 3 x diameter of pipe and its insulation. Where services are required to be painted, extend the identification band colour throughout the length of the service, except where otherwise directed for services that are exposed to view.
6. Reticulated Services – Cables and Terminations
  Power cabling conductors shall be colour coded or otherwise identified. Ensure phase, neutral and earth colours are consistent throughout the Site.
  
  Label each HV cabling conductor at each end of the cable, with stainless steel punched tags fixed with two wires or cable ties, or permanent punched PVC tags. Fix the labels where the
  cable exits from the switchgear. Identify the cable number, destination and the conductor designation.
  
  Label each LV main and submain cable (or conductor if they are not colour coded) and earth at the MSB end of the cable, with stainless steel punched tags fixed with two wires or cable ties, or permanent punched PVC tags. Fix the labels where the cable exits from the MSB, in a position where the label can be clearly seen from outside the MSB cubicle. Identify the cable number, destination and the conductor designation. Similarly label other large cables (e.g. generators, etc).
  
  Label each control wiring conductor at each termination with ferrules or other approved methodgiving the circuit number. Self-adhesive labels will not be accepted for this work. For
  multicore control cables with permanent numbering on each core, additional identification is not required that double ferrules are used at cable junctions where a change of numbers cannot be avoided, and provided the conductor numbering matches that recorded on the Construction
  Record Drawings.
  
  Ensure each terminal of all terminal blocks, relays, etc, is identified in a traceable manner that matches that recorded on the Construction Record Drawings.
OFF SITE / FACTORY TESTS
- Testing requirements and procedures are defined in the respective trade sections of the Specification, under the respective equipment clauses.Give 10 working days minimum notice so that the designated tests may be witnessed. Use instruments that have been calibrated by an accredited testing laboratory within the last 12
  months. Submit copies of test reports recording the observations, results, and conclusions regarding compliance or otherwise with the Contract requirements. Include type test certificates.
TESTING AND COMMISSIONING
1. General
  Carry out testing and commissioning to clearly demonstrate and record that the Works efficiently meet the specified performances and have been successfully commissioned as a
  complete, integrated and efficiently operating installation.Supply all necessary testing equipment, measuring instruments and the appropriately skilled labour required for conducting the tests. Arrange for the specialist subcontractors / trades and their subcontractors / suppliers to be in attendance.
  
  Should any test reveal a fault, correct and re-test the fault.
  
  For major one-off tests and a sample of repetitive tests, give the Employer five Working Days prior notice to enable him to attend.
  
  Record testing and commissioning results on test sheets, sign and date the sheets, and submit for review. Testing and commissioning results shall demonstrate performance within the
  acceptance criteria specified. The Employer reserves the right at his discretion to accept results which may be outside the specified acceptance criteria but which are not, in his opinion,
  detrimental to the overall performance of the Works.
  
  At completion of the Contractor’s testing and commissioning, including recording of results, the Employer reserves the right to instruct the Contractor to carry out random sample confirmatory tests in the presence of the Employer..2 Testing and Commissioning Manual Where required by the respective trade sections of this Specification, provide a Testing and
  Commissioning Manual containing:
  • descriptions of testing and commissioning procedures to be used for each equipment item or system as appropriate
  • check list of all equipment and systems requiring testing and commissioning
  • pro-forma Test Sheets for each equipment item or system as appropriate
  • day to day commissioning programme
  • space for inclusion of completed testing and commissioning results.
2. Pre – Testing ProceduresPrior to starting tests, ensure that:
  • the installation is strictly in accordance with the Specification and Drawings
  • equipment is in proper working order
  • any automatic controls that might invalidate the test have been relaxed
  • instruments to be used for testing are suitable for the purpose and have been calibrated
  • the commissioning personnel are competent in the relevant fields
  • the Testing and Commissioning Manual is available to the commissioning personnel.
OPERATING AND MAINTENANCE MANUALS
1. General
  Provide an Operating and Maintenance Manual for each Trade section. Use authors and compilers that are experienced in the maintenance and operation of equipment and systemsinstalled, and in editorial ability. Include all necessary information to enable the Employer to efficiently operate and cost effectively maintain the systems.Provide 3 hard copies of the manual.
  
  Provide also an electronic text file of Contractor generated material, using Microsoft Word 2010or later software. For material from other sources (e.g. manufacturers data) provide PDF filesof each document hyperlinked to the contents and headings contained within the maindocument
2. Format
  - Binding:
    A4 size, D type, 3 ring binders with black plastic or vinyl faced hard covers.Cover Title:
    “LOGGIA APARTMENT”
    For PT CANDRA USAHA PESONA 30 point
    Operating & Maintenance Manual 24 Point
    (Name of service) Services 24 Point
    
    Spine:
    “PT CANDRA USAHA PESONA” 24 Point
    Operating & Maintenance Manual 16 Point
    (Name of service) Services 16 Point
    Volume (number) 16 Point
    
    Lettering:
    Gold HELVETICA X/BOLD CONDENSED 20 UPPER CASE. Silk screen or hot foil blocking printing process.
    
    Paper:
    
    80 gm² copy paper. Xerox or other long-lasting copying process.
    
    Dividers: Use durable index tab dividers between each element, with the section number typed on the tab and section name typed on the divider.
    
    Contents Lists: Provide at front of each volume, listing contents of all volumes. Provide at front of each section, listing contents of each section.
3. Content
  (a) Section 1 – Introduction
  Record names, addresses, phone and facsimile numbers of the relevant consultants, contractors, subcontractors, suppliers, specialist trades, and Employer.Record the date on which the defects liability period will expire for each Separable Portion.
  
  Include an explanation of the purpose of the manual and a brief description of each section included in the manual. Describe that in general, Section 3 (Operating Instructions) details
  instruction for the building owner and Section 4 (Routine Maintenance) is intended for engineering personnel.
  
  Provide a description of the overall installation covered by the manual.
  
  Where parts of the installation are supplied under other contracts or by the owner, related information shall be included in the manual or expressly excluded.
  
  (b) Section 2 – Description of Systems
  Provide a technical description of each individual system, including function, normal operating characteristics, limiting conditions, and interfaces with other installations. Describe type and location of major equipment.
  
  Where parts of the installation are supplied under other contracts or by the owner, or were existing, describe how the Works relate to those parts.
  
  (c) Section 3 – Operating Instructions
  Describe the procedures necessary to operate the plant under normal operating conditions, plus other operations which may be carried out by unqualified personnel under abnormal or
  emergency conditions, e.g. power failure.
  
  Where appropriate, describe how best to operate the system under different conditions in order to obtain the most energy and cost efficient operation, e.g. seasonal changeovers.
  
  Provide notes, cautions and warnings, especially against hazardous procedures or those likely to cause malfunctions, e.g. a caution that operating personnel should not carry out any
  adjustments to control set points etc, unless they are aware of the consequences to the total system on adjusting controls.
  
  Describe relevant day-to-day routine operations, e.g. checking fuel levels, general inspection of plant rooms for undue noises, leaks etc. This work, although classed as maintenance, should be included in daily operation instructions.
  
  Describe alarm and warning indicators and functions, and remedial action required should they be activated, including, where appropriate, methods of overriding automatic control.
  
  Operating instruction shall be concise and clear such that unqualified personnel can operate the system.
  
  (d) Section 4 – Routine Maintenance
  Provide an Asset Register listing all materials, equipment and systems requiring maintenance, their reference number, manufacturer, model number, location and maintenance programme.
  
  Provide maintenance schedules listing routine maintenance inspections and activities, and the intervals at which they should be performed. Identify the persons responsible and identify any liaison with other maintenance personnel and contractors necessary to enable inspection and maintenance of inter-related installations. Maintenance procedures for proprietary equipment items shall be in accordance with the manufacturer’s written recommendations, and shall include recommendations for periodic vibration measurement and analysis where appropriate.
  
  Provide specialist maintenance procedures. Include manufacturer’s technical literature or reference literature included under Manufacturer’s Details.
  Provide a schedule of consumables (e.g. belts, lubricant, etc.) and their source of supply. Records shall provide all information necessary for reordering consumables without the need
  to inspect installed equipment.
  
  Provide a schedule of spare parts recommended to be held on Site, being those items subject to wear or deterioration and which may involve the manufacturer in extended deliveries when replacements are required. Include complete nomenclature and model numbers, and local sources of supply.
  
  (e) Section 5 – Equipment Details
  Provide a schedule of equipment items installed, identifying make, model, location, duties, details (e.g. serial number, speed, motor size, belt size, etc.). Provide names, addresses,
  phone and facsimile numbers of suppliers and manufacturers. For systems aggregating many minor components (e.g. controls) a schematic drawing showing all model numbers etc., may be included in lieu of their inclusion in the schedule.
  
  (f) Section 6 – Manufacturers’ Detail
  Include manufacturer’s technical literature for equipment installed, assembled specifically for the project. Mark each sheet as necessary to clearly identify information relevant to the specific equipment used in the installation. Do not include sales literature and the like that has no useful content.
  (g) Section 7 – Testing and Commissioning Results
  Include all testing and commissioning record sheets
  (h) Section 8 – Certificates and Warranties
  Include product type test certificates, Electrical Certificates of Compliance, Manufacturers’ written warranties and guarantees.
  (i) Section 9 – Post Completion Modifications and Adjustments
  Provide space for recording post completion modifications, adjustments, etc.
  (j) Section 10 – Construction Record Drawings
  Include a set of Construction Record Drawings, legibly reproduced on A3 (reduced from A1). Fold to A4 size such that drawings can be unfolded without removal from the ring binder. For A2 drawings (reduced from A0) provide a separate A2 folder.
CONSTRUCTION RECORD DRAWINGS
1. General
  Provide Construction Record (As-Built) Drawings recording the Works as installed by the Contractor. Show the as installed locations and details of building elements, plant, equipment,
  cables, piping, ductwork and the like. Include schematic drawings of each system.Update existing Construction Record Drawings recording the Works as installed by the Contractor. Do not create new drawings if it is practicable to record the work by updating
  existing drawings. Obtain electronic copies of the relevant “Issue for Construction” drawings from the Employer.
  
  Construction Record Drawings shall be in CAD electronic format, properly draughted to scale and clear to read. Obtain copies of Architectural Reference Files (RF’s, Xrefs for AutoCAD) relevant for the Works from the Employer. Check for consistency between the external reference file content and the actual construction. Undertake any relevant minor external reference file updates to suit.
  
  Retain one “Mark Up” set of the pre-manufacture drawings at the Site. Neatly mark up all changes to the installed work from the drawings, including all amendments under site
  instructions or contract instructions, as they occur. These prints shall be available for inspection on request.
2. Electronic Drawing Format
  All CAD files are to be in AutoCAD Release 2013 compatible format.Any drawing showing in part or in its entirety a floor or ceiling plan, shall have the appropriate external reference files (Xrefs and Images) referenced into it (e.g. “Xref …. attached”). External reference files shall be attached to Modelspace with the insertion point being 0,0. Do not alter any external reference file names. Do not include a path name to any attached file in the drawing.
  
  All CAD files (excluding Xrefs) are to have a single title block. The variable part of the title block is to be an “Attributed Block”, named “[Insert Client name]TITLE”. The Attribute Block
  shall contain the following attributes, plus any other appropriate and necessary attributes:
  
  The title block and Contractor logo shall be placed in Paperspace and only one “Paperspace Layout” should be used. Insert the block on the same layer across the company’s series of
  CAD files. The layers used in the attribute block are to be consistent. All other work shall be undertaken in the Model Space environment.
  
  Only fonts supplied with standard AutoCAD are to be used in the composition of drawings. All objects in the drawing shall be drawn “Colour by Layer”. All objects should be separated into consistent, logical and logically named layers.
3. Submission
  Prepare first draft Construction Record Drawings based on the “Mark Up’ set, and submit prior to Practical Completion.
  Provide final Construction Record Drawings, checked and certified correct by the Contractor, in the form of A3 or A2 copies in the Operating and Maintenance Manual and one set of A1 or A0 prints in “Cyclopak” tubes, titled as the Operating and Maintenance Manual. Provide four copies of all electronic files on CD-ROM. Include all external reference files (Xrefs and Images) on the CD.
INSTRUCTION OF EMPLOYER’S STAFF
- Provide any relevant instruction to the Employer’s staff to familiarise them with the Works and enable them to operate and maintain the systems.
  Run a course of instruction for the Employer’s representative and staff in operating and maintaining each of the systems. Such instruction shall be at a time and for a period as
  necessary to demonstrate the operation of all systems and make the Employer’s staff competent in operating and maintaining those systems. At the same time hand over to the
  Employer one copy of the draft Operating and Maintenance Manual and the draft Construction Record Drawings, and explain the contents thereof.Provide instructors that are thoroughly familiar with the subject matter they are to teach. Provide all equipment and material required for classroom training.
  
  Provide the training programme in two (2) phases.
  (a) Phase 1: Prior to Practical Completion.
  
  Provide training in:
  
  • System and equipment layouts and functions
  • Operator control functions and procedures
  • Response to alarms and general trouble-shooting
  • Routine maintenance procedures and frequencies
  
  (b) Phase 2: Approximately four (4) weeks after Practical Completion.
  
  Provide a condensed version of Phase 1 training and address any operational, system capability, usage or other matters of concern noted by the Employer.
COMPLETION

In addition to the general requirements for Practical Completion as defined in the Conditions of Contract, the following specific requirements shall apply for the building services sections of the Works.
1. Demonstrate Compliance:
  Demonstrate that the Works have been successfully tested and found to be in accordance with the Contract Documents. Demonstration shall be by submission of testing and commissioning results.Where it is only feasible to complete preliminary testing and commissioning prior to Practical Completion of a Separable Portion, complete final testing and commissioning prior to Practical Completion of the last Separable Portion unless otherwise specified.
2. Operating and Maintenance Information and Instruction:
  In the event that the draft Operating and Maintenance Manuals and Construction Record Drawings have not been delivered or the Employer’s staff have not been instructed prior to
  Practical Completion, the Contractor shall carry out all routine day-to-day oiling, greasing and general upkeep of the items to which the manuals or instruction relate, notwithstanding that a certificate of Practical Completion may have been issued in respect of such items.
3. Authority Approvals & Certificates of Compliance
  Completion will not be certified until receipt by the Employer of all relevant Authority Approvals and Certificates of Compliance.(a) Authority Approvals: Required for each relevant trade, in a form acceptable to the relevant Approving Authority.
  
  (b) Electrical Certificates of Compliance: Submit as required by the Approving Authority.
  
  (c) Fire Protection and Alarm System Certificates of Compliance: Refer Fire Protection and Fire Alarm Services Specifications.
DEFECTS LIABILITY PERIOD
- The Defect Liability Period for each Separable Portion shall commence on the date of Practical Completion of that Separable Portion, and conclude at the end of the Defects Liability Period of the last Separable Portion.Where any part of the Works requires defect rectification, the Contractor’s obligations for that part of the Works, and for any other part of the Works whose proper operation had been
  affected by the defect, shall continue until the expiration of 12 months (unless extended under the Trade sections) from the date of the defect rectification or until the end of the Defects
  Liability Period, whichever is the longer. Notwithstanding the above, where such defect rectification requires replacement or renewal of any part of the Works, the Defects Liability
  Period for such replaced or renewed part shall continue until the expiration of 12 months from the date of such replacement or renewal.
ROUTINE MAINTENANCE
1. Routine Operation & Maintenance of Separable Portions
  The last Separable Portion shall include the routine operation and maintenance of the Works of previous Separable Portions, from the date of Practical Completion of each respective
  Separable Portion until the date of Practical Completion of the last Separable Portion. The routine maintenance shall be carried out in accordance with the relevant requirements of
  SEPARATE ROUTINE MAINTENANCE CONTRACT PROPOSALS below.
2. Separate Routine Maintenance Contract Proposals
  Where required by the respective Trade sections (refer TENDERER’S SUBMISSIONS therein), Tenderers shall submit their fixed price proposal for a Routine Maintenance Contract for the systems supplied and/or installed under this Contract. If accepted by the Employer, this Routine Maintenance Contract will be a separate Contract between the Employer and the
  respective contractors.The separate Routine Maintenance Contract shall commence on the date of Practical Completion of each Separable Portion and expire at the end of the Defects Liability Period for
  the last Separable Portion, unless otherwise specified below.
  
  For the purposes of pricing, use the Defects Liability Period specified in the Conditions of Contract. If the Defects Liability Period proves to be longer than this (due to defect repair
  resulting in extension of the period, or failure to fulfil other Defect Liability Period obligations by the due date), the extension of the Routine Maintenance Contract period shall be paid for on a fair and reasonable pro-rata basis.
  
  Routine Maintenance shall be defined as the day-to-day routine oiling, greasing and general upkeep not covered by the Contractor’s Defect Liability Period obligations in terms of the
  Conditions of Contract.
  
  Routine maintenance shall be in accordance with Section 4 of the Operating and Maintenance Manual and shall include replacement of parts not covered under the Defects Liability Period obligations.
  
  The routine maintenance contract shall include the preparation of Maintenance Report Sheets for each individual or group of materials, equipment items and systems on the Asset Register.
  The Report Sheets shall list maintenance procedures, their frequency, persons responsible, and a column or group of columns to enable servicemen to tick off each procedure for each
  individual material, equipment item or system. They shall also include space for recording which of the weekly, monthly, quarterly, six monthly, annual, etc inspections being undertaken by the servicemen, and space for servicemen’s comments.
  
  The Asset Register and filled in Maintenance Report sheets are to be submitted to the Employer following each inspection together with the invoice for payment.
TIMING OF SUBMISSIONS
- Quality PlanPrior to placing of the first materials order.
- Supplier’s Certificates of Compliance (Refer PRE-MANUFACTURE SUBMISSIONS)
  At least 25 Working Days prior to placing of the materials or equipment orders
- Layout and System Design Drawings (Refer PRE-MANUFACTURE SUBMISSIONS)
  At least 25 Working Days prior to placing of the materials order or commencement of fabrication or installation on Site, as appropriate.
- Contractor’s Certificate Of Compliance (Refer PRE-MANUFACTURE SUBMISSIONS)
  At least 25 Working Days prior to the earliest of:
  • placing of relevant material orders, or
  • commencement of building construction in areas that ould potentially be affected by spatial non-compliances of relevant materials.
- Design Details (Refer PRE-MANUFACTURE SUBMISSIONS)
  At least 25 Working Days prior to placing of the materials order or commencement of fabrication as appropriate.
- Samples (Refer PRE-MANUFACTURE SUBMISSIONS)
  At least 25 Working Days prior to placing the materials order with the supplier or manufacturer of the first item of its type.
- Prototype Testing (Refer respective trade sections, PROTOTYPE TESTING) Procedures:
  At least 25 Working Days before testing is scheduled to begin.
  Results:
  At least 25 Working Days prior to commencement of fabrication.
- Off Site Testing (Refer OFF-SITE TESTING)
  Results:
  At least 25 Working Days before delivery to site.
- Testing And Commissioning Manual
  At least 25 Working Days prior to commencement of testing and commissioning.
- Testing And Commissioning Results
  Prior to Practical (or Sectional) Completion.
- Operating And Maintenance Manual
  Draft:
  Prior to Practical Completion.
  Final:
  Within 3 months of Practical Completion.
- Construction Record Drawings
  Draft:
  Prior to Practical Completion.
  Final:
  With final Operating and Maintenance Manual.
- Authority Approvals, Certificates of Compliance and Warrantees
  (a) Authority Approvals: Immediately on completion of the Works to the extent necessary to enable certification.
  (b) Electrical Certificates of Compliance: Prior to Practical (or Sectional) Completion.
  (c) Fire Protection and Alarm System Certificates of Compliance: immediately on completion of the Works to the extent necessary to enable certification.
  (d) Warrantees: With the Draft O&M Manual

SUPPLIER’S CERTIFICATE OF COMPLIANCE

(TO BE PROVIDED ON SUPPLIER’S COMPANY LETTERHEAD)

BUILDING CONSTRUCTION SERVICES LIST - GENERAL REQUIREMENTS

The attached schedules list the manufacturer, series, model number, and specified and offered performance parameters for each individual equipment item as required by the relevant Equipment Schedule. Noncompliances are highlighted. ____ pages attached.

Type test certificates for switchboards and motor control centres that are required to be type tested, are attached. _____ pages attached.

We certify that the offered equipment complies with the Contract requirements other than as specifically identified above and in the attached pages.

Signed:

For and on behalf of:

MATERIAL & EQUIPMENT REFERENCE BUILDING MANAGEMENT SYSTEM

BUILDING CONSTRUCTION SERVICES LIST - GENERAL REQUIREMENTS

BUILDING CONSTRUCTION SERVICES LIST – GENERAL REQUIREMENTS

DEVIATIONS FROM TENDER DOCUMENTS

INTERPRETATIONS

REGULATIONS

REFERENCE DOCUMENTS

QUALITY STANDARDS

COORDINATION AND SETTING OUT

MATERIALS

Materials shall include all plant, machinery, equipment, and components which form a part of the Works to be handed over to the Employer.

PRE-MANUFACTURE SUBMISSIONS

INSTALLATION

DATE PROCESSING

POWER QUALITY AND ELECTROMAGNETIC INTERFERENCE

SUPPORTS AND FIXINGS

ACCESS AND PROTECTION STRUCTURES

FIRE STOPPING

DISSIMILAR MATERIALS

PAINTING

IDENTIFICATION

OFF SITE / FACTORY TESTS

TESTING AND COMMISSIONING

OPERATING AND MAINTENANCE MANUALS

CONSTRUCTION RECORD DRAWINGS

INSTRUCTION OF EMPLOYER’S STAFF

COMPLETION

In addition to the general requirements for Practical Completion as defined in the Conditions of Contract, the following specific requirements shall apply for the building services sections of the Works.

DEFECTS LIABILITY PERIOD

ROUTINE MAINTENANCE

TIMING OF SUBMISSIONS

SUPPLIER’S CERTIFICATE OF COMPLIANCE

MATERIAL & EQUIPMENT REFERENCE BUILDING MANAGEMENT SYSTEM

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