REPAIR/RENOVATION OF GROUND FLOOR OF DONA FELOMINA BUILDING Invitation to Bid (ITB)   Reference Number 11368760   Procuring Entity DON EMILIO DEL VALLE MEMORIAL HOSPITAL   Title REPAIR/RENOVATION OF GROUND FLOOR OF DONA FELOMINA BUILDING   Area of Delivery Bohol   Printable Version Solicitation Number: 2024-devmh-225 Trade Agreement: Implementing Rules and Regulations Procurement Mode: Public Bidding Classification: Civil Works Category: Construction Projects Approved Budget for the Contract: PHP 10,000,000.00 Contract Duration: 120 Day/s Client Agency: Contact Person: Agripina F Ceremones BAC Secretariat Bood, Ubay Bohol Philippines 6315 63-38-5188309 63-38-5188309 Procurement@devmh.doh.gov.ph Status Active Associated Components Order Bid Supplements 0 Document Request List 0 Date Published 18/10/2024 Last Updated / Time 18/10/2024 12:00 AM Closing Date / Time 05/11/2024 2:00 PM Description Project Title : Repair/Renovation of Doña Felomina Building Location : DEVMH Compound, Bood, Ubay, Bohol Estimated Project Cost : Php 10,000,000.00 TERMS OF REFERENCE SUMMARY OF WORKS A. General Requirements I. Mobilization/Demobilization • The work consists of the mobilization and demobilization of the contractor’s forces and equipment necessary for performing the work required under the contract. II. Permits and Licenses • Process and submit Electrical Design Review including sign and seal of Electrical Plans, Electrical Review, Analysis, Computations and Signature of PEE on Electrical Plans and including all forms and plans for the application of Permit to Construct (PTC) for DOH Licensing. Design and analysis should be submitted prior to commencement of civil works. III. Temporary Facilities • Temporary facilities shall be provided during the construction period and will be constructed within the hospital compound, which shall serve as the field office, storage of materials and bunkhouse for the workers. The contractor shall provide and maintain temporary power & lighting, temporary water service & security within the construction site. IV. Health, Safety & Environment Control (Complete PPE, Safety Equipment & Devices & Safety Accessories and Signages) • Safety/warning signage must be placed by the contractor on the construction area with clear demarcation of construction zones to prevent unauthorized access. • Detours and Closures: Provide directions for alternate routes and notice of any closed areas. • Hazard Notifications: Provide signs indicating potential dangers in construction areas (e.g., "Hard Hat Area," "No Entry"). • Emergency Information: Clear guidance on emergency exits and procedures during construction. • Fall Protection: Always use safety harnesses and guardrails. • Weather Conditions: Avoid dismantling in high winds, rain, or extreme temperatures. • Team Communication: Maintain clear communication among team members and healthcare facility engineering team to coordinate movements and tasks. V. As-Built (Record) Drawings & Related Documents • Submit one (1) completed set of signed and sealed as-built plans (whiteprint copy) • Submit one (1) set of electronic files of signed and sealed as-built plans (CADD editable file) • The drawings shall be supplemented with descriptive specification as appropriate to clearly record the exact form and content of work described in this specification and on the drawings. • Maintain a complete and accurate record of all changes or deviations to the Contract Documents and Shop Drawings in the Trade Contractor’s field office. Such record copy shall indicate the work as actually constructed and be available for Hospital appointed engineer to review. • Incorporate all minor revisions and clarifications noted thru the field modification process which may not necessarily be shown on the Architectural drawings or issued as Addenda, Bulletins, or Change Orders. • Field changes shall be neatly and correctly shown on one set of record prints on a daily basis by the foreman, or superintendent of are each trade; and this set will act as a record set at completion of the work and is intended to be of assistance to the Trade Contractor in preparing Record Documents. VI. Material Sustainability • The contractor shall use at least ten percent (10%) locally manufactured materials for the project. Submit purchase order and other supporting documents as evidence. • The contractor shall avoid using building materials/products that contain Toxic Chemicals or use materials that are Low in Volatile Organic Compound. Please refer to the following • materials specification as stated on this Terms of Reference. • The contractor shall only used light bulbs and electrical devices with more efficient models and type as specified on approved and signed Bill of Quantities (e.g. LED bulbs). Submit purchase order and other supporting documents as evidence. • The Contractor shall conform to the following Painting and other Wet Applied materials (such as coatings, sealants) Requirements: 1. Only qualified products with MPI "Environmentally Friendly" E1 E2 E3 rating will be used. Paints, coatings, thinners, solvents, cleaners and other fluids used in repainting, shall:  Not contain methylene chloride, chlorinated hydrocarbons, toxic metal pigments.  Be manufactured without compounds which contribute to ozone depletion in the upper atmosphere.  Be manufactured without compounds which contribute to smog in the lower atmosphere. Be manufactured in a manner where matter generating a 'Biochemical Oxygen Demand' (BOD) in undiluted production plant effluent discharged to a natural watercourse or a sewage treatment facility lacking secondary treatment does not exceed 15 mg/L.  Be manufactured in a manner where the total suspended solids (TSS) content in undiluted production plant effluent discharged to a natural watercourse or a sewage treatment facility lacking secondary treatment does not exceed 15 mg/L. 2. Paints and coatings must be manufactured and transported in a manner that steps of processes, including disposal of waste products arising there from, will meet requirements of applicable governmental acts, by-laws and regulations in the Philippines. 3. Paints and coatings must not be formulated or manufactured with formaldehyde, halogenated solvents, mercury, lead, cadmium, hexavalent chromium or their compounds. Eco labeled. 4. Anti-Corrosive Coatings: Provide a certification by the manufacturer that products supplied comply with the Volatile Organic Compound (VOC) and chemical component restrictions of Green Seal Environmental Standard GC-03, if the product is an anti-corrosive coating applied indoors and on-site. 5. Other Interior Coatings: If the product is applied indoors and on-site, and not covered by both the Green Seal Environmental Standard GS-11 and Standard GC-03, provide a certification by the manufacturer that products supplied comply with the chemical component restrictions of the Green Seal Environmental Standard GS-11, Paints, and comply with the Volatile Organic Compound (VOC) restrictions of the State of California Air Resources Board (CARB) Suggested Control Measure for Architectural Coatings, and the South Coast Air Quality Management District Rule 1113: Architectural Coatings B. Civil Works I. Site Works • The Contractor shall be responsible in setting out reference lines, elevations (lines and grades) prior and during the execution of the Works. All references shall be maintained and protected by the Contractor at his own expense. Disturbed references shall be restored to its original position without extra cost to the healthcare facility. • Work includes but is not limited to:  Demolition/Clearing Works for Ceiling  Demolition/Clearing Works for Concrete walls  Chipping of Existing Tile Setting II. Structural & Concrete Works (Refer applicable Sections on Chapter 4 of the NSCP, for Quality of Materials, Workmanship, execution, acceptance, etc.) III.1. General • Provide all labor, materials, equipment, transportation, and services required to complete all work specified herein indicated or as shown on the Drawings. • Work includes but is not limited to:  Wall footing, 3500 psi  Concrete Countertop Sink, 3500 psi  Stiffener Columns and Lintel Beams at Door and Window Openings, every 3m width and 2.1m height of CHB 2500 psi III.2. Standards • Except as modified by governing Codes and by Contract Documents, comply with the provisions and recommendations of the following, latest Edition:  ANSI American National Standards Institute  ASTM American Society for Testing of Materials  ACI American Concrete Institute  NBCP National Building Code of the Philippines and its revised IRR  NSCP National Structural Code of the Philippines III.3. Concrete • Structural Concrete – Concrete pouring using concrete strength 3,500 psi, class AA ready mix or job mixed concrete together with the concrete cylinder sample for testing materials. • Concrete mix shall be subject to adjustment to attain the required strength or desired mix consistency, subject to approval of the Hospital Engineer. • Portland cement, Type 1 • Manufactured or river-run run gravel for structural concrete, ¾ “max properly graded” • Washed sand for structural concrete • Water: Use potable water free from alkaline or deleterious substance that may affect the strength of concrete. Use of rain water will not be permitted. • All materials shall be free from clay, lumps or any deleterious object or matter that will impair the strength of concrete. • Mixing shall be thoroughly done in a mixer of an approved size and type to insure a uniform distribution of the materials throughout the mass. • Site-Mixed Concrete (Job mixed concrete) - All structural concrete shall be machine-mixed for at least 1 ½ minutes after all materials including water are in the mixing drum. No hand mixing shall be allowed, except in case of emergency of breakdown during pouring operations. • Ready-Mixed Concrete - mixed and delivered from a plant approved by the Project Manager, and shall be in strict compliance with the requirements set forth in ASTM C94. • Concrete shall be placed only after all formworks, materials to be embedded, and preparation of surface involved in the placing have been inspected and approved by the Hospital Engineer. The Contractor shall provide equipment and shall employ methods that will minimize separation of aggregates from the concrete mix. Concrete in columns shall be placed in one continuous operation. Concrete in girders, beams and slabs in superstructures shall be poured in a monolithic and continuous manner. No construction joint shall be allowed on any part of the structure without the approval of the Hospital Engineer. • Slump of concrete shall not exceed 3 inches • Placement of concrete shall be in accordance to standard norms, when using portable concrete mixers. • Cure concrete sprinkling water and wetted continuously for 7-day period. III.4. Thermal Moisture Protection • Except as modified by governing Codes and by Contract Documents, comply with the provisions and recommendations of the following, latest Edition:  ANSI American National Standards Institute  ASTM American Society for Testing of Materials  ACI American Concrete Institute  NBCP National Building Code of the Philippines and its revised IRR  NSCP National Structural Code of the Philippines III.5. Steel Reinforcements • Steel reinforcements shall be ASTM A615, deformed steel bars, Grade 40. • Supply, fabricate and install reinforcing steel as shown on Drawings. Placing of steel reinforcements shall be in accordance with current industry (local) code (or ACI-347). • Secure the reinforcements using \ 16 G.I. tie wires. • Steel reinforcement shall be provided together with all the necessary tie wires, spacers, support and other necessary devices. Reinforcing steel shall be accurately cut and bent in accordance with the approved detailed reinforcement drawings. The Hospital Engineer may require the contractor to prepare and submit bar cutting schedule prior to fabrication of reinforcing steel bars. • Steel reinforcements shall be free from mill scales, rusts, oils, contamination that will impair the bonding property to concrete. III.6. Structural Steel, Metal Works and Stainless Ladder (Refer Chapter 5 of the NSCP) • Provide all labor, materials, equipment, transportation, and services required to complete all work specified herein indicated or as shown on the Drawings. • Work includes but is not limited to:  Prefabrication of Stainless Steel 304 ladder handle, and manhole cover. • Materials steel and metals for the Works shall meet the requirements of ASTM A36, hot-rolled shapes and plates. • All steels shall be primed with epoxy-based paint with -2- finish coats, color sample must be submitted to Architect’s/Engineer’s for approval. Substrate preparation shall meet the requirements of the applicable Clauses of the Steel Structures Painting Council, for industrial type of construction. All surfaces shall be free from mill scale, rusts, oils or any contaminants detrimental to adhesion of paint. • Welding works shall be in accordance with Structural Welding Code (American Welding Society-D1.1, latest edition). Welding electrodes shall be E6013 and E6012, minimum, meeting the requirements of AWS A.5. All welders shall meet the qualifications under the AWS Codes and standards. • All Works under this item shall be subject to verification by the Engineer prior to commencement of fabrication. Contractor is to submit SHOP DRAWINGS for Architect’s/Engineer’s review prior to execution. III.7. Formworks • All forms shall be designed by the Contractor for a safe construction activity and installed to dimensions shown on the Drawings. • Use phenolic boards on formworks with shoring supports. • Forms shall be used whenever necessary to confine the concrete and shape it to the required lines and dimensions, or to protect the concrete from contamination. Forms shall have sufficient strength to withstand the pressure resulting from placement and vibration of the concrete, and shall be maintained rigidly in correct position. Forms shall be sufficiently tight to prevent loss of mortar from the concrete. • Stripping of forms shall only commence after the concrete has gained sufficient strength (min of 7 days) for major structural elements. C. Architectural Works Furnish materials and labor and all incidentals necessary for the completion of all architectural works shown on Drawings and as herein specified. I. Paint Finishes • Paint materials and samples swatches shall be approved by the Architect. • Examine substrate and conditions under which painting will be performed. Proceed with the work only when conditions are satisfactory. • Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions otherwise detrimental to formation of a durable paint film. • Clean surfaces to be painted before applying paint or surface treatments. Remove oil and grease prior to mechanical cleaning. Program cleaning and painting so that contaminants from cleaning process will not fall into wet, newly-painted surfaces. • Perform preparation and cleaning procedures in accordance with paint manufacturer’s instructions and as herein specified, for each particular substrate condition. • Ferrous Metals: Clean non-galvanized ferrous-metal surfaces that have not been shop coated; remove mortar, plaster, grease, dirt, rust, loose mill scale and other foreign substances by solvent or mechanical cleaning methods that comply with the recommendations of the Steel Structures Painting Council, before priming coat is applied. I. Floor Finishes • Tile works  General: All surfaces to receive tiles, shall be free from loose plaster, where required, existing setting mortar bed shall be stripped, removed to allow proper setting of tiles to desired finished elevation. No separate payment for trimming existing mortar bed and shall be deemed included elsewhere.  Material shall be subject to review and approval of the Architect. Contractor to submit samples for color and texture selection prior to delivery and installation.  All floor cuttings on both ends of the walls shall be of equal width.  Tile grout color to match color of tiles or as directed by the architect.  Setting bed or mortar shall be dry mixed, sand-cement mix with water added to produce the desired consistency and slurry mix for adhesion. Use tile adhesive for areas that are less than 1.5 inches from finish floor line.  All exposed corner edges shall be provided with aluminum stair nosing.  No human traffic or construction loads shall be applied to all newly installed tiles, and allow setting mortar and adhesive to cure prior. • Floor Tile Works  Common areas – 60cmx60cm glazed ceramic floor tiles.  Service areas – 60cmx60cm unglazed, non-skid ceramic floor tiles.  Toilets and Janitor’s Closet – 30cmx30cm non-skid ceramic floor tiles.  Cuttings on both ends of the walls shall be of equal width with the floor finish.  All exposed corner edges shall be provided with PVC tile trims.  No human traffic or construction loads shall be applied to all newly installed tiles, and allow setting mortar and adhesive to cure prior. II. Wall & Ceiling Finishes • Wall Tile works  All toilets – 30cmx60cm glossy/polished ceramic tiles.  Cuttings on both ends of the walls shall be of equal width with the floor finish.  All exposed corner edges shall be provided with PVC tile trims. - No human traffic or construction loads shall be applied to all newly installed tiles, and allow setting mortar and adhesive to cure prior. • Painting works  Paint materials and samples swatches shall be approved by the Architect.  Examine substrate and conditions under which painting will be performed. Proceed with the work only when conditions are satisfactory.  Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions otherwise detrimental to formation of a durable paint film.  Clean surfaces to be painted before applying paint or surface treatments. Remove oil and grease prior to mechanical cleaning. Program cleaning and painting so that contaminants from cleaning process will not fall into wet, newly-painted surfaces.  Perform preparation and cleaning procedures in accordance with paint manufacturer’s instructions and as herein specified, for each particular substrate condition.  Ferrous Metals: Clean non-galvanized ferrous-metal surfaces that have not been shop coated; remove mortar, plaster, grease, dirt, rust, loose mill scale and other foreign substances by solvent or mechanical cleaning methods that comply with the recommendations of the Steel Structures Painting Council, before priming coat is applied. • Painting systems  Exterior Surfaces: - Concrete, concrete masonry, rendered smooth - Concrete neutralizer – one (1) coat, dry for 6 hours. - Putty surface imperfections, hairline cracks with patching compound using putty knife - Prime – two (2) coats Flat Latex, dry for two (2) hours. - Topcoat – two (2) coats of Semi-Gloss Latex, two (2) hours interval between coats. - Thinning / Clean-up Solvent – Water - Application – by brush, roller, or airless spray  Interior Surfaces: - Concrete, concrete masonry, rendered smooth - Concrete neutralizer – one (1) coat, dry for 6 hours. - Putty surface imperfections, hairline cracks with patching compound using putty knife. - Prime – two (2) coats Flat Latex, dry for two (2) hours. - Topcoat – two (2) coats of Semi-Gloss Latex, two (2) hours interval between coats. - Thinning / Clean-up Solvent – Water - Application – by brush, roller, or airless spray  Ceiling & Drywall Surfaces: - Repair surface imperfections with Putty using putty knife, dry for 2 hours and sand. - Apply mesh tape on board joints and seal gaps with patching compound. Dry for two (2) hours and sand. - Primer – Flat Latex, dry for two (2) hours. - Topcoat – two (2) coats of White Flat Latex Paint, two (2) hours interval between coats. - Thinning / Clean-up Solvent - Water - Application – by brush, roller, or airless spray • Dry ceiling, cove light & drop ceiling  Ceiling - Fiber Cement Board in 4.50mm x 1.2m x 2.4m  Fiber cement board shall be stored in elevated and well protected area. Boards with broken edges, lacerations etc. will not be permitted to be installed.  Framing - on 0.40mm thick, 19mm x 50mm Double Furring, and 0.80mm thick, 12mmx38mm Carrying Channel with Vertical Hanger, spaced at 0.40m x 0.40m on centers. • Rendering to CHB or Concrete Surfaces  All surfaces to be rendered or cement plastered shall be clean from any loose material or contamination to provide strong bond between plaster and the surface.  Mix proportion shall not be less than 1 part of cement to 4 parts of screened sand. Necessary adjustments shall be made to provide a strong and consistent mix, free from cracking due to rapid hydration of plaster mix.  Tampering of previously mix concrete will not be permitted.  All surfaces to receive paint finish shall be smooth whilst surfaces to receive tiles shall be rough to provide better adhesion or bond. • Doors and Windows  All Wooden Doors shall be kiln dried and treated flush doors/panel doors ready for installation with the provisions for accessories as indicated on drawings, locksets, door keys, and hinge completely operational.  All door jambs for wooden doors shall be pre-fabricated 2”x6” and 2”x4” wooden jamb finished with Automotive Lacquer paint.  Glass door (glass/glazing) – 12mm thk. Tempered clear glass on 50mm x 100mm powder-coated frameless sliding door with 2" x 6" powder coated aluminum jamb with complete hardware accessories.  Glass door (glass/glazing) – 1/4” thk. clear glass on 50mm x 100mm powder-coated aluminum framed sliding door with 2" x 6" powder coated aluminum jamb with complete hardware accessories.  Windows (glass/glazing) – 1/4” mm thk. clear glass awning type analok aluminum frame w/ complete hardware accessories and window frame weatherstripping.  All Metal Doors and Jambs – Hollow core metal flush type swinging door with 2" x 6" steel Jamb – all in paint finish by spray, w/ complete hardware and door accessories including door & jamb seals as indicated on drawings, completely operational.  All Doors and Jambs – provide all door keys with key chains and key tags with color and specifications subject for approval of the healthcare facility. • Specialties  Concrete Countertop Sink - Finish – Glossy/Polished, ceramic tiles, 60cm x 60cm, on all areas as indicated on drawings - Inclusions – countertop backsplash and aprons - Finish and Color – as selected by Healthcare Facility - Cut unit to provide pattern indicated and in a manner that will provide clean, sharp, unchipped edges.  Building/Room Signages/Wayfinding Systems  Ground Floor - Signages - Room Identification Sign - CHIEF NURSE OFFICE, 6mm thick Frosted Acrylic - Room Identification Sign - PULMONARY UNIT, 6mm thick Frosted Acrylic - Room Identification Sign - PHYSICAL THERAPIST ROOM, 6mm thick Frosted Acrylic - Room Identification Sign - JANITORS CLOSET, 6mm thick Frosted Acrylic - Room Identification Sign - ELECTRICAL ROOM, 6mm thick Frosted Acrylic - Room Identification Sign - BUSINESS OFFICE, 6mm thick Frosted Acrylic - Room Identification Sign - STAKEHOLDERS OFFICE, 6mm thick Frosted Acrylic - Room Identification Sign - TREATMENT AREA, 6mm thick Frosted Acrylic - Room Identification Sign - DOCTORS OFFICE, 6mm thick Frosted Acrylic - Room Identification Sign - PANTRY, 6mm thick Frosted Acrylic - Room Identification Sign - WATER TREATMENT ROOM, 6mm thick Frosted Acrylic - Room Identification Sign - REPROCESSING ROOM, 6mm thick Frosted Acrylic - Room Identification Sign - WASTE HOLDING AREA, 6mm thick Frosted Acrylic - Room Identification Sign - NURSE STATION, 6mm thick Frosted Acrylic - Restroom Identification - PWD Toilet, 6mm thick Frosted Acrylic - Restroom Identification – ALL GENDER TOILET, 6mm thick Frosted Acrylic - Restroom Identification – STAFF TOILET, 6mm thick Frosted Acrylic - Emergency Exit Plan, 6mm thick Frosted Acrylic G. Plumbing Works Provide all labor, materials and equipment and perform all the work necessary for the complete execution of all the Work as shown on Drawings and specified in this specification. Scope of works shall include but does not be limited to the following major items of work: • Sanitary and Waterline Piping Works  Furnish and install complete water distribution system including incoming supply pipes and connections, pipes, valves, faucets, accessories, etc.  Storage, delivery, protection before installation and connection of sanitary line accessories.  All sanitary pipes and fittings to be used shall be made of Polyvinyl chloride (PVC pipes) Series 1000  All waterline pipes and fittings to be used shall be made Polypropylene Random Co-polymer (PPR pipes)  Connections from existing water supply and existing catch basins.  Pressure testing of the installed water distribution system.  Leakage testing of soil, waste, vent, and catch basins and septic tank  Disinfections of water distribution system.  Furnish and install all required consumable materials and materials tube installed.  Investigation of all conflicts of this work and coordination with other trades. • Plumbing Fixtures, Toilet & Sink Accessories * Submit samples for approval prior to installation" ** Faucets, valves & other accessories shall be Japan, U.S., & E.U. made  Two-Piece Water Closet/s (push button,4/6 liters water saver) with wall-mounted Semi- recessed Ceramic Tissue Holder, wall-mounted Semi-recessed Ceramic Soap Holder, with complete accessories  Lavatory with Pedestal w/ faucet and w/ Complete Fittings & Accessories  600x400x200x0.8 mm Stainless Steel Single Bowl Kitchen Sink w/ Complete Fittings & Accessories  Urinal w/ Complete Fittings & Accessories  SS 304 Towel Bar  Stainless Faucet  PWD SS304 Grab Bar (L-type)  PWD SS304 Flip-up Bar  PWD SS304 Urinal Grab Bar, 2 pcs per set  Stainless Steel 304/Brass, Faucet, 1/2" x 6", for sink  Floor Drain Stainless 6"x6"  Floor Drain Stainless 4"x4" H. Electrical Works Provide all labor, materials and equipment and perform all the work necessary for the complete execution of all the Work as shown on Drawings and specified in this specification. Scope of works shall include but does not be limited to the following major items of work: • Panel Boards and Circuit Breakers at 3rd Floor  MDP Assembled in NEMA 1 enclosure, wall mounted, swing dead front, powder coated with terminal lugs in crimping type ready, with grounding busbar Main: 300AT/300AF, 3P, 10KAIC, 230 V, BOLT-ON TYPE MCCB Branches: 1 - 60AT/60AF, 2P, 10KAIC, 230 V, MCCB 2 - 125AT/125AF, 2P, 10KAIC, 230 V, MCCB  GLP Assembled in NEMA 1 enclosure, wall mounted, swing dead front, powder coated with terminal lugs in crimping type ready, with grounding busbar Main: 60AT/60AF, 3P, 10KAIC, 230 V, BOLT-ON TYPE MCCB Branches: 12 - 20AT/60AF, 2P, 10KAIC, 230 V, MCB 2- SPACE  GPP Assembled in NEMA 1 enclosure, wall mounted, swing dead front, powder coated with terminal lugs in crimping type ready, with grounding busbar Main: 125AT/125AF, 3P, 10KAIC, 230 V, BOLT-ON TYPE MCCB Branches: 18 - 30AT/60AF, 2P, 10KAIC, 230 V, MCB 2- SPACE  GPACU Assembled in NEMA 1 enclosure, wall mounted, swing dead front, powder coated with terminal lugs in crimping type ready, with grounding busbar Main: 125AT/125AF, 3P, 10KAIC, 230 V, BOLT-ON TYPE MCCB Branches: 14 - 30AT/60AF, 2P, 10KAIC, 230 V, MCB 2- SPACE • Roughing-ins  20mm dia. uPVC Pipe, male adapter with locknut  25mm dia. uPVC Pipe, male adapter with locknut  20mm Corrugated Electrical Flexible Hose  20mm Electrical Flexible Hose Connector  32mm dia. uPVC Pipe, male adapter with locknut  50mm dia. uPVC Pipe, male adapter with locknut  65mm dia. uPVC Pipe, male adapter with locknut  Junction Box with cover  Utility Box  Square Box  Consumables • Wires and Cables  THHN/THWN Wire - 2.0mm², 3.5mm², 5.5mm², 8.0mm², 14.0mm², 22.0mm², 50.0mm², 60.0mm², 80.0mm² • Wiring Devices  Single pole switch with LED indicator, Flush type Modern Series  Duplex switch with LED indicator Flush type Modern Series  Triplex switch with LED indicator Flush type Modern Series  Single Universal Convenience Outlet, 3 Prong Modern Series, 16A, 230V  Duplex Universal Convenience Outlet, 3 Prong Modern Series, 16A, 230V  Duplex Universal Outlet, Floor Mounted Type, 16A, 230V  GFCI Outlet  ACU Outlet, Universal, 30A, 230V w/ Grounding-Type • Lighting Fixtures  4"Ø Downlight, with 11W LED Recessed Mounted  2X18W Troffer LED Panel Type Lighting Fixture  Emergency Light  Exit Light  30 watts LED Flood Light I. Auxiliary Works To include fixing and installation; complete accessories and necessary consumables; all in accordance with auxiliary plan and specification and as indicated on Detailed Cost Estimates: • Fire Alarm and Detection System  Roughing-ins / Wires: - 15mmØ EMT Pipe, Coupling, Connector - Pull box - Metal Flexible Conduit 1/2" - Straight Connector 1/2" - Junction Box w/ cover - Utility Box - Conduit Supports / Hangers - 1.25mm2 Twisted Pair - Consumables - Equipment: - Smoke Detector - 24V Sounder & Strobe Light (Combined) - Manual Push Station 24V - Fire Alarm Control Panel 3 Zones, w/ back-up battery, 24V • Paging System  Roughing-ins / Wires: - 15mmØ uPVC Pipe, male adapter with locknut - Metal Flexible Conduit 1/2" - Straight Connector 1/2" - Junction Box with cover - 1.25mm2 Twisted Pair - Consumables - Equipment: - Ceiling Speaker • TEL/LAN System  Roughing-ins / Wires: - 15mmØ uPVC Pipe - 15mm dia. uPVC male adapter with locknut - Junction Box with cover - Utility Box with cover - UTP Cat 6 4pairs - 1 Gang Outlet - Consumables  Equipment: Telephone and Data Outlet • CCTV System  Roughing-ins / Wires: - 15mmØ uPVC Pipe - 15mm dia. uPVC male adapter with locknut - Junction Box with cover - Utility Box with cover - UTP Cat 6 4pairs - 1 Gang Outlet - Consumables  Equipment: - IP Camera Dome Type J. Fire Protection Works To include fixing and installation; complete accessories and necessary consumables; all in accordance with fire protection plan and specification. • Black iron pipes, fittings, valves and accessories: - BI PIPES SCHEDULE 40 @ 6M, seamless (also including Drain Pipe Riser and Auto sprinkler riser) and all fittings, valves and accessories as indicated on Detailed Cost Estimates • Sprinkler heads and accessories - Pendent Type: 135 Degrees to 165 Degrees • Others – Hangers and supports, miscellaneous and consumables (including painting and tagging) • Testing and Commissioning – Configuration, Testing and Commissioning, Documentation, Training and Orientation K. Mechanical Works To include fixing and installation; complete accessories and necessary consumables; all in accordance with mechanical plan and specification and as indicated on Detailed Cost Estimates: • Air-conditioning Works - 4.0 hp Split Type Aircon, Inverter type, - 2.5 hp Split Type Aircon, Inverter type - 1.0 hp Split Type Aircon, Inverter type - Consumables - L. Request for Final Inspection • Contractor shall submit its written request for a final inspection of the project to the Medical Center Chief Office at least seven (7) days prior to project inspection & Turn-over. M. Tools and Equipment • Various Basic and Advanced Masonry/Electrical/Carpentry Tools • Measuring and Layout Tools • Safety Equipment • Utility Vehicle N. Technical Personnel Required • Project Engineer • Foreman • Leadman • Skilled Personnel (Mason, Carpenter, Steelman, Electrician, Plumber) • Laborer/Helper GENERAL GUIDELINES • All construction works shall be undertaken by Contractor in accordance with existing laws and all other applicable rules and regulations. • The Contractor shall be responsible in setting out reference lines, elevations (lines and grades) prior and during the execution of the works. All references shall be maintained and protected by the Contractor at his own expense. Disturbed references shall be restored to its original position without extra cost to DEVMH. • The Contractor shall carry out the Works properly and in accordance with this Contract. The Contractor shall provide all supervision, labor, Materials, Plant and Equipment, which may be required. • The Contractor shall commence execution of the Works on the Start Date and shall carry out the Works in accordance with the approved PERT/CPM network diagram submitted by the Contractor, as updated with the approval of the Procuring Entity’s Representative, and shall complete the Works by the Intended Completion Date. • The Contractor shall be responsible for the safety of all activities on the Site. • During on-going construction and before the turn-over of the project, Engineering & Facilities Management staff, end-users, TWG and BAC shall inspect the Works undertaken by Contractor. Hospital Engineers and end-users discover any deviations by Contractor from the approved Construction Plans, Contractor shall be required to rectify all such deviations, within such period required by Client. • Contractor shall have full responsibility for any and all damages to existing Hospital facilities, utilities, and/or any portion of the Hospital’s common area, due to the Works undertaken by Contractor, whether accidental or intentional. • No variation order shall be undertaken unless verified by Hospital Engineer and approved by Executive Committee. • Contractor shall not cover or block stub-outs (cleanouts, water source, exhaust, sewer, drainage, etc.) when not utilized. Said stub-outs shall at all times be free of obstructions and easily accessible. • Contractor shall secure a utility tapping permit prior to tapping from utility provision. • Electricity and water consumed during construction shall be charged to Contractor. • End-users reserves the right to inspect the Works at any time. • Contractor shall insure and hold Client, its affiliates, officers, directors, stockholders, employees, agents, and/or representatives, free and harmless from and against any injury, losses, claims, damages, liabilities, expenses, and/or costs of litigation, resulting from or arising out of the Works undertaken by Contractor. • In event of force majeure, the contractor shall rectify, replace or build the unfinished projects when it is not yet completed and accepted w/o additional cost for the Procuring Entity. • Contractor shall comply with the Construction House Rules of this Hospital. TIME OF COMPLETION • The Completion of the Project shall be one-hundred twenty (120) Calendar Days from the date of effectivity. Pre-bid Conference Date Time Venue 24/10/2024 2:00 PM MCC CONFERENCE ROOM, ADMINISTRATIVE BLDG., DEVMH COMPOUND, BOOD, UBAY, BOHOL Created by Agripina F Ceremones Date Created 16/10/2024 The PhilGEPS team is not responsible for any typographical errors or misinformation presented in the system. PhilGEPS only displays information provided for by its clients, and any queries regarding the postings should be directed to the contact person/s of the concerned party.       DON EMILIO DEL VALLE MEMORIAL HOSPITAL