Construction of Genset Housing

The latest and current DPWH Standard Specifications for Public Works and Highways (“Blue Book”) shall be adopted for the implementation of the project unless otherwise specified herein. All Materials to be used must be BRAND NEW. In particular, Volume II of the Blue Book shall be used if the Contract pertains to Highways, Bridges, and Airports. Volume III of the Blue Book shall be used if the Contract pertains to Buildings, Flood Control and Drainage, or Water Supply. The Blue Book incorporates standards of the American Association of State Highway and Transportation Officials (AASHTO), American Society for Testing and Materials (ASTM), and American Concrete Institute (ACI), among others, pertaining to construction. ADDITIONAL SPECIFICATION PER ITEM OF WORK: PART A: DEMOLITION WORKS / SITE PREPARATION Item A.1.: Clearing and Grubbing (including removal of small tree) Quantity & Unit: 80.00 sq.m. This item shall consist of clearing, grubbing, removing, and disposing of all vegetation and debris as designated in the Contract, except those objects that are designated to remain in place or are to be removed in consonance with other provisions of this Specification. The work shall also include the preservation from injury or defacement of all objects designated to remain. Material(s) to be used: 1. None. Equipment to be used: 1. Cargo/Service Truck (2-5 mt) 2. Minor Tools Payment will be made as per actual accomplishment based on the Bill of Quantities. Item A.2.: Removal of Structure & Obstruction (Septic Tank and Pad Columns, vol = 3.15 cu.m.) Quantity & Unit: 1.00 lot This item shall consist of the removal wholly or in part, and satisfactory disposal of all buildings, fences, structures, old pavements, abandoned pipelines, and any other obstructions which are not designated or permitted to remain, except for the obstructions to be removed and disposed of under other items in the Contract. It shall also include the salvaging of designated materials and backfilling the resulting trenches, holes, and pits. Materials to be used: 1. None. Equipment to be used: 1. Jackhammer 2. Cargo/Service Truck (2-5 mt) 3. Minor Tools Payment will be made as per actual accomplishment based on the Bill of Quantities. PART B: EARTHWORKS Item B.1.: Manual Structural Excavation (Common Soil) Including Hauling/Disposal Quantity & Unit: 30.00 cu.m. This Item shall consist of the necessary excavation for the foundation of bridges, culverts, underdrains, and other structures not otherwise provided for in the Specifications. Except as otherwise provided for pipe culverts, the backfilling of completed structures and the disposal of all excavated surplus materials shall be in accordance with these Specifications and in reasonably close conformity with the Plans or as established by the Project in Charge. This Item shall include the necessary diverting of live streams, bailing, pumping, draining, sheeting, bracing, and the necessary construction of cribs and cofferdams, and furnishing the materials, therefore, and the subsequent removal of cribs and cofferdams and the placing of all necessary backfill. It shall also include the furnishing and placing of approved foundation fill material to replace unsuitable material encountered below the foundation elevation of structures. No allowance will be made for the classification of different types of material encountered. In this item, the excavated materials shall be used in the embankment for the foundation fill and leveling off the ground surface for this project otherwise, it shall be hauled and properly disposed by the contractor. Materials to be used: 1. None. Equipment to be used: 1. Cargo Truck (9-10mt, 270HP) 2. Minor Tools Payment will be made as per actual accomplishment based on the Bill of Quantities. Item B.2.: Embankment (from Structure Excavation) Quantity & Unit: 27.00 cu.m. This Item shall consist of the construction of the embankment in accordance with this Specification and in conformity with the lines, grades, and dimensions shown on the Plans or established by the Project in Charge. Materials to be used: 1. Material from structural excavation Equipment to be used: 1. Plate Compactor 2. Minor Tools Payment will be made as per actual accomplishment based on the Bill of Quantities. Item B.3.: Embankment Material with 25% Shrinkage Factor (Common Borrow, from PEZA-BCEZ Grounds) Quantity & Unit: 10.00 cu.m. This Item shall consist of the construction of the embankment in accordance with this Specification and in conformity with the lines, grades, and dimensions shown on the Plans or established by the Project in Charge. Materials to be used: 1. Embankment Material with 25% Shrinkage Factor (Common Borrow, from PEZA-BCEZ Grounds) Equipment to be used: 1. Plate Compactor 2. Dump Truck (12 cu.yd.) 3. Minor Tools Payment will be made as per actual accomplishment based on the Bill of Quantities. Item B.4.: Gravel Fill Quantity & Unit: 1.00 cu.m. This item shall consist of the placing of gravel bedding in accordance with this Specification and conformity with the lines, grades, and dimensions shown on the Plans or established by the Project in Charge. Materials to be used: 1. Gravel Bedding (G1) w/ 5% shrinkage factor Equipment to be used: 1. Plate Compactor 2. Minor Tools Payment will be made as per actual accomplishment based on the Bill of Quantities. PART C: PLAIN AND REINFORCED CONCRETE WORKS Item C.1.: Structural Concrete (3500 psi @ 28 days) - One-Bagger Quantity & Unit: 22.00 cu.m. This Item shall consist of furnishing, bending, placing, and finishing concrete in all structures except pavements in accordance with this Specification and conforming to the lines, grades, and dimensions shown on the Plans. Concrete shall consist of a mixture of Portland Cement, fine aggregate, coarse aggregate, admixture when specified, and water mixed in the proportions specified or approved by the Project in Charge. Materials to be used: 1. Type 1 Portland Cement 2. 3/4" Washed Gravel (see table below) Grading Requirements for Coarse Aggregate Sieve Designation Mass Percent Passing Standard mm Alternate US Standard Class A Class B Class C Class P Class Seal 63 50 37.5 25 19.0 12.5 9.5 4.75 2-1/2” 2” 1-1/2” 1” ¾” ½” 3/8” No.4 100 95 – 100 - 35 – 70 - 10 – 30 0 - 5 100 95 – 100 - 35 – 70 - 10 – 30 - 0 - 5 100 90 – 100 40 – 70 0 – 15* 100 95 – 100 - 20 – 55 0 – 10* 100 95 – 100 - 25 – 60 - 0 – 10* * The measured cement content shall be within plus (+) or minus (-) 2 mass percent of the design cement content. 3. Washed Crushed Sand (see table below) Grading Requirements for Fine Aggregate Sieve Designation Mass Percentage Passing 9.5mm (3/8”) 100 4.75mm (No. 4) 95-100 2.36mm (No.8) - 1.18mm (No.16) 45-80 0.60mm (No. 30) - 0.30mm (No. 50) 5-30 0.15mm (No.100) 0-10 4. Clean / Potable Water Equipment to be used: 1. Concrete Vibrator 2. One Bagger Mixer 3. Minor Tools Additional Instructions: • No manual concrete mixing (“Mano-mano”) • No complete equipment, no concrete pouring. • 3 sets consisting of 3 samples prepared per 75 cu.m. or for each pouring day for cylinder sample. • Samples shall be randomly picked by the Project in Charge / Project Designer. • Samples will be tested for compression at 7 days, 14 days, and 28 days. • The Contractor shall provide the mold for the samples – 150mm x 300mm Steel Cylinder Molds. • The strength level of the concrete will be considered satisfactory if the averages of all sets of three (3) consecutive strength test results equal or exceed the specified strength, fc‟ and no individual strength test result is deficient by more than 15% of the specified strength, fc‟. Concrete deemed to be not acceptable using the above criteria may be rejected unless the Contractor can provide evidence, by means of core tests, that the quality of concrete represented by failed test results is acceptable in place. At least three (3) representative cores shall be taken from each member or area of concrete in place that is considered deficient. The location of cores shall be determined by the Engineer so that there will be at least impairment of strength of the structure. The obtaining and testing of drilled cores shall be in accordance with AASHTO T 24. Concrete in the area represented by the cores will be considered adequate if the average strength of the cores is equal to at least 85% of, and if no single core is less than 75% of, the specified strength, fc‟. If the strength of control specimens does not meet the requirements of this Subsection, and it is not feasible or not advisable to obtain cores from the structure due to structural considerations, payment of the concrete will be made at an adjusted price due to strength deficiency of concrete specimens as specified hereunder: Deficiency in Strength of Concrete Specimens, Percent (%) Percent (%) of Contract Price Allowed Less than 5 100 5 to less than 10 80 10 to less than 15 70 15 to less than 20 60 20 to less than 25 50 25 or more 0 Payment will be made as per actual accomplishment based on the Bill of Quantities. Item C.2.: Reinforcing Steel (Deformed - Grade 40) Quantity & Unit: 1,297.00 kg This Item shall consist of furnishing, bending, fabricating, and placing of steel reinforcement of the type, size, shape, and grade required in accordance with this Specification and in conformity with the requirements shown on the Plans or as directed by the Project in Charge. Materials to be used: 1. Deformed Reinforcing Steel Grade 40 (12mm and below diameter) 2. #16 Galvanized Iron Wire 3. Consumables (5% of materials cost) Equipment to be used: 1. Bar Cutter – Cutting Capacity – 10mm-32mm dia. RSB 2. Bar Bender – Bending Capacity – 10mm-32mm dia. RSB 3. Minor Tools Additional Instructions: • Fabrication and installation are contingent upon the availability of the Mill Certificate or Testing Result for the Reinforcing Steel Bars (RSB). • Prior to concrete pouring, the Project in Charge must conduct a thorough inspection of the rebars installed. Payment will be made as per actual accomplishment based on the Bill of Quantities. Item C.3.: Reinforcing Steel (Deformed - Grade 60) Quantity & Unit: 2,477.00 kg This Item shall consist of furnishing, bending, fabricating, and placing of steel reinforcement of the type, size, shape, and grade required in accordance with this Specification and in conformity with the requirements shown on the Plans or as directed by the Project in Charge. Materials to be used: 1. Deformed Reinforcing Steel Grade 60 (16mm and above diameter) 2. #16 Galvanized Iron Wire 3. Consumables Equipment to be used: 1. Bar Cutter – Cutting Capacity – 10mm-32mm dia. RSB 2. Bar Bender – Bending Capacity – 10mm-32mm dia. RSB 3. Minor Tools Additional Instructions: • Fabrication and installation are contingent upon the availability of the Mill Certificate or Testing Result for the Reinforcing Steel Bars (RSB). • Prior to concrete pouring, the Project in Charge must conduct a thorough inspection of the rebars installed. Payment will be made as per actual accomplishment based on the Bill of Quantities. Item C.4.: Formworks and Falseworks Quantity & Unit: 161.00 sq.m. This work shall consist of erecting, fabricating, and dismantling formworks and falseworks in close conformity with the lines, grades, and dimensions shown on the Plans or established by the Project in Charge. All formworks (phenolic and good lumber) after the construction/project shall be turned over to PEZA-BCEZ. Materials to be used: 1. Phenolic Board (0.019 x 1.2 x 2.4 - 4 uses) 2. Good Lumber (3 uses) 3. Assorted CWN 4. Consumables Equipment to be used: 1. Full Set of Metal/Steel Scaffoldings: • H Frame 1.7m x 1.2m, 1 set covers the following: a. H Frames b. Diagonal Cross Braces c. Horizontal Braces d. Joint Pins • Shoring Jack, 3.8m Full Extension • Adjustable U-Head Jack, 0.6m • Adjustable Base Jack, 0.6m • 1 ½” G.I. Pipe x 6m • 1 ½” G.I. Pipe x 4m • 1 ½” G.I. Pipe x 3m • 1 ½” G.I. Pipe x 1m • Tie Rod x 0.6m • Round Wing Nut 2. Minor Tools Payment will be made as per actual accomplishment based on the Bill of Quantities. PART D: FINISHING Item D.1.: CHB Non-Load Bearing (Including Reinforcing Steel, 150mm Thick) Quantity & Unit: 79.00 sq.m. This item shall consist of furnishing and installing 150mm CHB Walls including its reinforcing steel in the area indicated on the Plans and in conformity with this Specification. Materials to be used: 1. 150mm thk CHB (Non-load bearing) 2. Type 1 Portland Cement 3. Sand 4. Reinforcing Steel, Deformed 12mm diam. (Grade 40) 5. #16 Tie Wire Equipment to be used: 1. One-Bagger Mixer 2. Minor Tools Payment will be made as per actual accomplishment based on the Bill of Quantities. Item D.2.: Door - Steel Louver Door (Double Leaf, Full Louver, Z Profile Blades) Quantity & Unit: 7.00 sq.m. This Item shall consist of furnishing and installing all fabricated steel doors and frames equipped with fixing accessories and locking devices in accordance with the Plans and/or shop drawings and as herein specified. Materials to be used: 1. Steel Louver Door (Double Leaf, Full Louver, Z Profile Blades, Min. 0.9mm thk sheet) Equipment to be used: 1. Minor Tools Payment will be made as per actual accomplishment based on the Bill of Quantities. Item D.3.: Galvanized Fixed Louver Window (Z Profile Blades, Min. 0.9mm thk galvanized sheet) Quantity & Unit: 23.00 sq.m. This Item shall consist of furnishing all louver window materials, labor, tools and equipment required in undertaking the proper installation as shown on the Plans and in accordance with this Specification. Materials to be used: 1. Galvanized Fixed Louver Window (Z Profile Blades, min 0.9mm thk) 2. Consumables Equipment to be used: 1. Minor Tools Payment will be made as per actual accomplishment based on the Bill of Quantities. Item D.4.: Fascia Board (Metal) Quantity & Unit: 115.00 kg This Item shall consist of furnishing all plant equipment, tools, materials, and labor required to properly perform and complete the pre-painted metal roofing, together with related accessories such as ridge/hip rolls, insulation, valleys, gutters, and flashing, when called for on Plans all in conformity with his Specifications. Materials to be used: 1. 20mm x 50mm x 150mm x 1.20 C-Purlins (Fascia Board) 2. Consumables Equipment to be used: 1. Minor Tools Payment will be made as per actual accomplishment based on the Bill of Quantities. Item D.5.: Fabricated Metal Roofing accessory (Flashing, Gauge 26) Quantity & Unit: 28.00 lm This Item shall consist of furnishing all plant equipment, tools, materials, and labor required to properly perform and complete the pre-painted metal roofing, together with related accessories such as ridge/hip rolls, insulation, valleys, gutters, and flashing, when called for on Plans all in conformity with his Specifications. Materials to be used: 1. Pre-Painted Flashing 2. Blind Rivets 3. Consumables Equipment to be used: 1. Minor Tools Payment will be made as per actual accomplishment based on the Bill of Quantities. Item D.6.: Fabricated Metal Roofing accessory (Gutter, Gauge 24) Quantity & Unit: 10.00 lm This Item shall consist of furnishing all plant equipment, tools, materials, and labor required to properly perform and complete the pre-painted metal roofing, together with related accessories such as ridge/hip rolls, insulation, valleys, gutters, and flashing, when called for on Plans all in conformity with his Specifications. Materials to be used: 1. 24" Spanish Pre-Painted Gutter (0.5 mm thk) 2. Blind Rivets 3. 12" x 1" Plain G.I. Strap 4. Consumables Equipment to be used: 1. Minor Tools Payment will be made as per actual accomplishment based on the Bill of Quantities. Item D.7.: Pre-Painted Metal Sheets (Rib Type, Long Span, 0.50mm thk.) Quantity & Unit: 85.00 sq.m. This Item shall consist of furnishing all plant equipment, tools, materials, and labor required to properly perform and complete the pre-painted metal roofing, together with related accessories such as ridge/hip rolls, insulation, valleys, gutters, and flashing, when called for on Plans all in conformity with his Specifications. Materials to be used: 1. Pre-Painted Metal Sheets (Rib Type, GA 26, Long Span) 2. Tek Screws (2") 3. Consumables Equipment to be used: 1. Minor Tools Payment will be made as per actual accomplishment based on the Bill of Quantities. Item D.8.: Fabricated Prepainted Metal Sheet - Perforated Spandrel Quantity & Unit: 225.00 ln.m. This Item shall consist of furnishing all plant equipment, tools, materials, and labor required to properly perform and complete the pre-painted metal roofing, together with related accessories such as ridge/hip rolls, insulation, valleys, gutters, and flashing, when called for on Plans all in conformity with his Specifications. Materials to be used: 1. 6" Prepainted Perforated Metal Spandrel (0.4mm thk) 2. 25mm x 25mm x 0.5mm Wall Angle 3. 5/32 x 5/8 Blind Rivets 4. Consumables Equipment to be used: 1. Minor Tools Payment will be made as per actual accomplishment based on the Bill of Quantities. Item D.9.: Fabricated Prepainted Metal Sheet - Classic Spandrel Quantity & Unit: 56.00 ln.m. This Item shall consist of furnishing all plant equipment, tools, materials, and labor required to properly perform and complete the pre-painted metal roofing, together with related accessories such as ridge/hip rolls, insulation, valleys, gutters, and flashing, when called for on Plans all in conformity with his Specifications. Materials to be used: 1. 6" Prepainted Classic Metal Spandrel (0.4mm thk) 2. 25mm x 25mm x 0.5mm Wall Angle 3. 5/32 x 5/8 Blind Rivets 4. Consumables Equipment to be used: 1. Minor Tools Payment will be made as per actual accomplishment based on the Bill of Quantities. Item D.10.: Pipes and Fittings (75mm dia. PVC) Quantity & Unit: 1.00 lot This Item shall consist of furnishing all plant equipment, tools, materials, and labor required to properly perform and complete the pre-painted metal roofing, together with related accessories such as ridge/hip rolls, insulation, valleys, gutters, and flashing, when called for on Plans all in conformity with his Specifications. Materials to be used: 1. PVC Pipe (75mm dia x 3m) 2. PVC Elbow 45 deg (75mm dia) 3. Consumables Equipment to be used: 1. Minor Tools Payment will be made as per actual accomplishment based on the Bill of Quantities. Item D.11.: Structural Steel (Steel Plate) Quantity & Unit: 114.00 kg This work shall consist of steel structures and the steel structure portions of composite structures, constructed in reasonably close conformity with the lines, grades, and dimensions shown on the Plans or established by the Project in Charge. Materials to be used: 1. Steel Plate (12mm thick) Equipment to be used: 1. Minor Tools Payment will be made as per actual accomplishment based on the Bill of Quantities. Item D.12.: Structural Steel (Trusses) Quantity & Unit: 1,415.00 kg This item shall consist of steel structures and the steel structure portions of composite structures, constructed in reasonably close conformity with the lines, grades, and dimensions shown on the Plans or established by the Project in Charge. Materials to be used: 1. Structural Steel (A36) - 5mm x 75mm x 75mm Angle Bar 2. Structural Steel (A36) - 5mm x 50mm x 50mm Angle Bar 3. Acetylene 4. Oxygen 5. Welding Rod 6. Consumables Equipment to be used: 1. Welding Machine (Electric Driven) 2. Cutting Outfit 3. Minor Tools Payment will be made as per actual accomplishment based on the Bill of Quantities. Item D.13.: Structural Steel (Purlins) Quantity & Unit: 325.00 kg This item shall consist of steel structures and the steel structure portions of composite structures, constructed in reasonably close conformity with the lines, grades, and dimensions shown on the Plans or established by the Project in Charge. Materials to be used: 1. Structural Steel (A36) - LC Purlins (1.20mm x 20mm x 50mm x 150mm) 2. Welding Rod 3. Consumables Equipment to be used: 1. Welding Machine (Electric Driven) 2. Minor Tools Payment will be made as per actual accomplishment based on the Bill of Quantities. Item D.14.: Metal Structure Accessories (Base Plates) Quantity & Unit: 151.00 kg This work shall consist of steel structures and the steel structure portions of composite structures, constructed in reasonably close conformity with the lines, grades, and dimensions shown on the Plans or established by the Project in Charge. Materials to be used: 1. 25mm thick Structural Steel (A36) Base Plate 2. Consumables Equipment to be used: 1. Minor Tools Payment will be made as per actual accomplishment based on the Bill of Quantities. Item D.15.: Metal Structure Accessories (Anchor Bolts) Quantity & Unit: 1.00 lot This work shall consist of steel structures and the steel structure portions of composite structures, constructed in reasonably close conformity with the lines, grades, and dimensions shown on the Plans or established by the Project in Charge. Materials to be used: 1. 20mm dia x 300mm Anchor Bolts with standard nuts and washers (2 each – nuts and washers) Equipment to be used: 1. Minor Tools Payment will be made as per actual accomplishment based on the Bill of Quantities. Item D.16.: Metal Structure Accessories (Round Bars) Quantity & Unit: 4.00 kg This work shall consist of steel structures and the steel structure portions of composite structures, constructed in reasonably close conformity with the lines, grades, and dimensions shown on the Plans or established by the Project in Charge. Materials to be used: 1. Plain Round Bars (16mm, Grade 60) 2. Consumables Equipment to be used: 1. Bar Cutter 2. Bar Bender 3. Minor Tools Payment will be made as per actual accomplishment based on the Bill of Quantities. Item D.17.: Cement Plaster Finish (Plain) Quantity & Unit: 157.00 sq.m. This item shall consist of furnishing and installing Cement Plaster Finish in the area indicated on the Plans and in conformity with this Specification. Materials to be used: 1. Portland Cement 2. Fine Aggregates / Sand Equipment to be used: 1. Minor Tools Payment will be made as per actual accomplishment based on the Bill of Quantities. Item D.18.: Pipe Vapor Protection - Rubberized Liquid Asphalt (3 Coats) with Polyethylene Sheet, 6 mils Quantity & Unit: 6.00 sq.m. This Item shall consist of furnishing all waterproofing materials, labor, tools, equipment and other facilities and undertaking the proper installation works required as shown on the Plans and in accordance with this Specification. Materials to be used: 1. Rubberized Liquid Asphalt (3 coats) 2. Polyethylene Sheet Moisture Barrier (6 mils) 3. Consumables Equipment to be used: 1. Minor Tools Payment will be made as per actual accomplishment based on the Bill of Quantities. Item D.19.: Painting Works (Masonry/Concrete) Quantity & Unit: 157.00 sq.m. This Item shall consist of furnishing all paint materials, varnish, and other related products, labor, tools, equipment, and plant required in undertaking the proper application of painting, varnishing, and related works indicated on the Plans and in accordance with this Specification. In this item, all masonry works shall be painted with 1 coat of Concrete Sealer/Primer and 2 coats of Semi-Gloss Latex. Additional paint shall be indicated in the plans or as instructed by the Project in Charge. Materials to be used: 1. Concrete Neutralizer 2. Concrete Sealer/Primer 3. Skim Coat 4. Semi-Gloss Latex 5. Consumables Equipment to be used: 1. Minor Tools Payment will be made as per actual accomplishment based on the Bill of Quantities. Item D.20.: Painting Works (Steel) Quantity & Unit: 170.00 sq.m. This Item shall consist of furnishing all paint materials, varnish, and other related products, labor, tools, equipment, and plant required in undertaking the proper application of painting, varnishing, and related works indicated on the Plans and in accordance with this Specification. In this item, all metal works shall be painted with 2 coats of Red Oxide Primer. Additional paint shall be indicated in the plans or as instructed by the Project in Charge. Materials to be used: 1. Paint Metal Epoxy Primer 2. Enamel Paint (Color and design is indicated in the plans or as instructed by the Project in Charge) 3. Paint Thinner 4. Tinting Color 5. Consumables Equipment to be used: 1. Minor Tools Payment will be made as per actual accomplishment based on the Bill of Quantities. PART E: ELECTRICAL WORKS Item E.13.: 8 mm² Electric Wire (TW/THHN/THWN2) Quantity & Unit: 20.00 ln.m. This Item shall consist of the furnishing and installation of all wires and wiring devices consisting of electric wires and cables, wall switches, convenience receptacles, heavy duty receptacles and other devices shown on the approved Plans but not mentioned in these specifications. Materials to be used: 1. 8mm² Stranded, THHN/THWN - 2 type, Lead Free, 99.9% pure copper, thermoplastic heat and moisture resistant, 90 degrees C, 600V, with local or international certification on wires, (50m-R, 50m-Y, 50m-B) 2. Consumables Equipment to be used: 1. Minor Tools Payment will be made as per actual accomplishment based on the Bill of Quantities. Item E.14.: 3.5 mm² Electric Wire (TW/THHN/THWN2) Heat Resistant Quantity & Unit: 300.00 ln.m. This Item shall consist of the furnishing and installation of all wires and wiring devices consisting of electric wires and cables, wall switches, convenience receptacles, heavy duty receptacles and other devices shown on the approved Plans but not mentioned in these specifications. Materials to be used: 1. 3.5 mm² Stranded, THHN/THWN - 2 type, Lead Free, 99.9% pure copper, thermoplastic heat and moisture resistant, 90 degrees C, 600V, with local or international listed on wires, (60m-green insulation,) 2. Consumables Equipment to be used: 1. Minor Tools Payment will be made as per actual accomplishment based on the Bill of Quantities. Item E.15.: Panel Board rated at 40Amp, 2Pole, with Main Breaker and 3 Branches, 2 wires with ground wires, Main Breaker-40Amp, Branches: 1-15A Breakers, 1-20A Breakers, 1-20A Breaker (spare) Quantity & Unit: 1.00 set This Item shall consist of the furnishing and installation of all wires and wiring devices consisting of electric wires and cables, wall switches, convenience receptacles, heavy duty receptacles and other devices shown on the approved Plans but not mentioned in these specifications. Materials to be used: 1. Panel Board rated at 40Amp, 2Pole, with Main Breaker and 3 Branches, 2 wires with ground wires, Main Breaker-40Amp, Branches: 1-15A Breakers, 1-20A Breakers,1-20A Breaker (spare) 2. Consumables Equipment to be used: 1. Minor Tools Payment will be made as per actual accomplishment based on the Bill of Quantities. Item E.16.: Molded Case Circuit Breaker (MCCB) Industrial Type, 40AT, 600V, with NEMA 3R panel enclosure Quantity & Unit: 1.00 set This Item shall consist of the furnishing and installation of all wires and wiring devices consisting of electric wires and cables, wall switches, convenience receptacles, heavy duty receptacles and other devices shown on the approved Plans but not mentioned in these specifications. Materials to be used: 1. Molded Case Circuit Breaker (MCCB) Industrial Type, 40AT, 600V, with NEMA 3R panel enclosure 2. Consumables Equipment to be used: 1. Minor Tools Payment will be made as per actual accomplishment based on the Bill of Quantities. Item E.17.: Convenience Outlet/Receptacle, Special Purpose Convenience Outlet/Receptacle Quantity & Unit: 4.00 sets This Item shall consist of the furnishing and installation of all wires and wiring devices consisting of electric wires and cables, wall switches, convenience receptacles, heavy duty receptacles and other devices shown on the approved Plans but not mentioned in these specifications. Materials to be used: 1. Duplex outlet set, 3-prong, heavy duty, 15 A ampacity – 2 set 2. Single outlet set, 3-prong, heavy duty, 15 A ampacity - 2 set 3. Consumables Equipment to be used: 1. Minor Tools Payment will be made as per actual accomplishment based on the Bill of Quantities. Item E.18.: 3-gang Switch Set, 10A ampacity Quantity & Unit: 1.00 set This Item shall consist of the furnishing and installation of all wires and wiring devices consisting of electric wires and cables, wall switches, convenience receptacles, heavy duty receptacles and other devices shown on the approved Plans but not mentioned in these specifications. Materials to be used: 1. 3-gang Switch Set, 10A ampacity 2. Consumables Equipment to be used: 1. Minor Tools Payment will be made as per actual accomplishment based on the Bill of Quantities. Item E.19.: Fluorescent Lighting Fixture with Ballast / Light Emitting Diode (LED) Bulb, 2 Bulbs/ set Quantity & Unit: 4.00 sets This Item shall consist of the furnishing and installation of all wires and wiring devices consisting of electric wires and cables, wall switches, convenience receptacles, heavy duty receptacles and other devices shown on the approved Plans but not mentioned in these specifications. Materials to be used: 1. Recessed type T8 Tube Fixture, 2x40W/set, 1240mm length, 220 Volts, Aluminum Reflector 2. Consumables Equipment to be used: 1. Minor Tools Payment will be made as per actual accomplishment based on the Bill of Quantities. Item E.20.: Led Downlight Recessed, 10-15Watts, 230V, Cool White Quantity & Unit: 4.00 sets This Item shall consist of the furnishing and installation of all wires and wiring devices consisting of electric wires and cables, wall switches, convenience receptacles, heavy duty receptacles and other devices shown on the approved Plans but not mentioned in these specifications. Materials to be used: 1. Led Downlight Recessed, 10-15Watts, 230V, Cool White 2. Consumables Equipment to be used: 1. Minor Tools Payment will be made as per actual accomplishment based on the Bill of Quantities. Item E.21.: Junction / Utility / Pull / Square Box Quantity & Unit: 16.00 sets This Item shall consist of the furnishing and installation of all wires and wiring devices consisting of electric wires and cables, wall switches, convenience receptacles, heavy duty receptacles and other devices shown on the approved Plans but not mentioned in these specifications. Materials to be used: 1. PVC Pull Box with cover (8"x8") - 3 set 2. PVC Utility Box (2"x4") - 5 set 3. PVC Junction Box (4"x4") - 8 set 4. Consumables Equipment to be used: 1. Minor Tools Payment will be made as per actual accomplishment based on the Bill of Quantities. Item E.22.: Emergency Lights, LED Twin Head, automatic, 2x3W, Dual color, CCT:3000k/6000k, Charging Time: 15hours Quantity & Unit: 2.00 sets This Item shall consist of the furnishing and installation of all wires and wiring devices consisting of electric wires and cables, wall switches, convenience receptacles, heavy duty receptacles and other devices shown on the approved Plans but not mentioned in these specifications. Materials to be used: 1. Emergency Lights, LED Twin Head,automatic, 2x3W, Dual color, CCT:3000k/6000k, Charging Time: 15 hours 2. Consumables Equipment to be used: 1. Minor Tools Payment will be made as per actual accomplishment based on the Bill of Quantities. Item E.27.: PVC, Rigid Non-Metal Conduit, 20mm-60mm, sch.40 Quantity & Unit: 17.00 pcs This Item shall consist of the furnishing and installation of all wires and wiring devices consisting of electric wires and cables, wall switches, convenience receptacles, heavy duty receptacles and other devices shown on the approved Plans but not mentioned in these specifications. Materials to be used: 1. PVC, Rigid Non-Metal Conduit, 20mm (3m/length) - 12 pc 2. PVC, Rigid Non-Metal Conduit, 30mm (3m/length) - 5 pc 3. Consumables Equipment to be used: 1. Minor Tools Payment will be made as per actual accomplishment based on the Bill of Quantities. PART F: OTHER GENERAL REQUIREMENTS Item F.1.: Mobilization/Demobilization Quantity & Unit: 1.00 lot This item shall consist of mobilization and demobilization of manpower and equipment. Materials to be used: 1. None Equipment to be used: 1. Depends on the number of manpower and equipment to be used in this project. Payment will be made as per actual accomplishment based on the Bill of Quantities. Item F.2.: Security, Safety, and Health Provision Quantity & Unit: 1.00 lot This item shall consist of the safety, security, and health of all workers / tenants / clients / employees affected by this project. Materials to be used: 1. Safety Boots of each worker 2. Safety Helmets of each worker 3. Safety Gloves of each worker 4. Safety Vests with reflectorized strips of each worker 5. Full Body Harness of workers working 2 floors and above 6. Set of Safety Barricades and Signages 7. Complete First Aid Kit Equipment to be used: 1. None Additional Instructions: 1. No Proper PPE, No Entry 2. Temporary PEZA ID Pass per worker/employee is required. 3. Contractor shall coordinate with PEZA-FCU for scheduling of Safety Orientation before starting the project. Payment will be made as per actual accomplishment based on the Bill of Quantities. Pre-bid Conference Date Time Venue 27/10/2026 2:00 PM 3F Conference Room PEZA Administration Building Baguio City Economic Zone Loakan Road, Baguio City Created by Kenneth Coilan Luma-ang Date Created 16/10/2026 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. ©&nbsp2004-2026 DBM Procurement Service. All rights reserved. Help | Contact Us | Sitemap