PART I
| PROJECT : | MRT - 7 PROJECT | |||||||
| LOCATION : | QUEZON CITY TO SAN JOSE DEL MONTE, BULACAN | |||||||
| CLIENT : | SAN MIGUEL CORP. | |||||||
| SUMMARY OF BID PRICES | ||||||||
| STATION NO. 4 - TANDANG SORA STATION | ||||||||
| ITEM NO. | DESCRIPTION | UNIT | QUANTITY | LESS CONSTRUCTED | NET QUANTITY | UNIT COST (Pesos) | AMOUNT (Pesos) | |
| PART I - GENERAL REQUIREMENTS | ||||||||
| B.7(2) | Occupational Safety and Health Program | L.S. | 1.00 | 1.00 | ||||
| B.8(2) | Traffic Management | L.S. | 1.00 | 1.00 | ||||
| B.9 | Mobilization and Demobilization | L.S. | 1.00 | 1.00 | ||||
| OTHERS | ||||||||
| TOTAL FOR PART I | Php | |||||||
PART II
| PROJECT : | MRT - 7 PROJECT | |||||||
| LOCATION : | QUEZON CITY TO SAN JOSE DEL MONTE, BULACAN | |||||||
| CLIENT : | SAN MIGUEL CORP. | |||||||
| SUMMARY OF BID PRICES | ||||||||
| STATION NO. 4 - TANDANG SORA STATION | ||||||||
| ITEM NO. | DESCRIPTION | UNIT | QUANTITY | LESS CONSTRUCTED | NET QUANTITY | UNIT COST (Pesos) | AMOUNT (Pesos) | |
| PART II - EARTHWORKS | ||||||||
| 801(6)a | Removal of existing pavement, sidewalks, curbs | cu.m. | ||||||
| 803(1)a | Structure Excavation (including Backfilling) | cu.m. | ||||||
| 804(4) | Foundation Fill | cu.m. | ||||||
| 804(1)b | Embankment (Fill) from Borrow Material | cu.m. | 140.00 | 140.00 | ||||
| OTHERS | ||||||||
| TOTAL FOR PART II | Php | |||||||
PART III
| PROJECT : | MRT - 7 PROJECT | |||||||
| LOCATION : | QUEZON CITY TO SAN JOSE DEL MONTE, BULACAN | |||||||
| CLIENT : | SAN MIGUEL CORP. | |||||||
| SUMMARY OF BID PRICES | ||||||||
| STATION NO. 4 - TANDANG SORA STATION | ||||||||
| ITEM NO. | DESCRIPTION | UNIT | QUANTITY | LESS CONSTRUCTED | NET QUANTITY | UNIT COST (Pesos) | AMOUNT (Pesos) | |
| PART III - SUBBASE BASE AND BASE COURSES | ||||||||
| 200(1) | Agggregate Subbase Course | cu.m. | 50.00 | 50.00 | ||||
| 202(1) | Crushed Aggregate Base Course | cu.m. | ||||||
| OTHERS | ||||||||
| TOTAL FOR PART III | Php | |||||||
PART IV
| PROJECT : | MRT - 7 PROJECT | |||||||
| LOCATION : | QUEZON CITY TO SAN JOSE DEL MONTE, BULACAN | |||||||
| CLIENT : | SAN MIGUEL CORP. | |||||||
| SUMMARY OF BID PRICES | ||||||||
| STATION NO. 4 - TANDANG SORA STATION | ||||||||
| ITEM NO. | DESCRIPTION | UNIT | QUANTITY | LESS CONSTRUCTED | NET QUANTITY | UNIT COST (Pesos) | AMOUNT (Pesos) | |
| PART IV - PAVEMENT AND SURFACING | ||||||||
| 600(1) | Concrete Curb | m | ||||||
| 601(1) | Concrete Sidewalk | sq.m. | ||||||
| 612(1) | Thermoplastic Reflectorized Paint | sq.m. | ||||||
| OTHERS | ||||||||
| TOTAL FOR PART IV | Php | |||||||
PART V
| PROJECT : | MRT - 7 PROJECT | |||||||
| LOCATION : | QUEZON CITY TO SAN JOSE DEL MONTE, BULACAN | |||||||
| CLIENT : | SAN MIGUEL CORP. | |||||||
| SUMMARY OF BID PRICES | ||||||||
| STATION NO. 4 - TANDANG SORA STATION | ||||||||
| ITEM NO. | DESCRIPTION | UNIT | QUANTITY | LESS CONSTRUCTED | NET QUANTITY | UNIT COST (Pesos) | AMOUNT (Pesos) | |
| PART V - STRUCTURAL WORKS | ||||||||
| MAIN BUILDING STRUCTURE | ||||||||
| 404 | REINFORCING STEEL | |||||||
| Grade 60 | ||||||||
| 404(1)a.1 | Reinforcing Steel Bars, Grade 60 (Columns) | kg | 489,640.00 | 144,168.00 | 345,472.00 | |||
| 404(1)a.2 | Reinforcing Steel Bars, Grade 60 (Beams and Girders) | kg | 93,690.00 | 93,690.00 | ||||
| 404(1)a.3 | Reinforcing Steel Bars, Grade 60 (Corbel) | kg | 31,430.00 | 31,430.00 | ||||
| 404(1)a.4 | Reinforcing Steel Bars, Grade 60 (Suspended Slab-Concourse) | kg | 21,190.00 | 21,190.00 | ||||
| Grade 40 | ||||||||
| 404(1)b.2 | Reinforcing Steel Bars, Grade 40 (Beams and Girders) | kg | 85,990.00 | 85,990.00 | ||||
| 404(1)b.4.1 | Reinforcing Steel Bars, Grade 40 (Suspended Slab-Platform) | kg | 19,010.00 | 19,010.00 | ||||
| 404(1)b.4.2 | Reinforcing Steel Bars, Grade 40 (Suspended Slab-Concourse) | kg | 31,600.00 | 31,600.00 | ||||
| 414 | FORMWORKS | |||||||
| 414(2)a | Columns | sq.m. | 5,112.00 | 732.00 | 4,380.00 | |||
| 414(2)b | Beams and Girders | sq.m. | 4,343.00 | 250.00 | 4,093.00 | |||
| 414(2)c | Platform Slab | sq.m. | 1,518.00 | 1,518.00 | ||||
| 414(2)d | Concourse Slab | sq.m. | 4,607.00 | 4,607.00 | ||||
| 414(2)e | Tie Beam | sq.m. | - | |||||
| 414(2)f | Staircases | sq.m. | - | |||||
| 414(2)g | Corbel | sq.m. | 1,147.00 | 1,147.00 | ||||
| 414(2)h | RC Walls(Elevator Shaft and Parapet) | sq.m. | - | |||||
| 414(2)l | Ribbed Slab | sq.m. | - | |||||
| 900 | REINFORCED CONCRETE | |||||||
| 900(1)c2 | Slab on grade, beds and the like | cu.m. | - | |||||
| 900(1)c3 | Tie Beam | cu.m. | - | |||||
| 900(1)c4 | Columns, 35Mpa | cu.m. | 1,803.00 | 275.00 | 1,528.00 | |||
| 900(1)c5.1 | Suspended Slab - Platform | cu.m. | 340.00 | 340.00 | ||||
| 900(1)c5.2 | Suspended Slab - Concourse | cu.m. | 820.00 | 820.00 | ||||
| 900(1)c6 | Beams and Girders, 35Mpa | cu.m. | 903.00 | 75.00 | 828.00 | |||
| 900(1)c7 | Corbel, 35Mpa | cu.m. | 260.00 | 260.00 | ||||
| 900(1)c8 | Staircases | cu.m. | - | |||||
| 900(1)c9 | RC Walls(Elevator Shaft and Parapet) | cu.m. | - | |||||
| 900(9)a | Concrete walls | sq.m. | - | |||||
| 900(9)b | Stiffener Beam | m | - | |||||
| 900(9)c | Stiffener Column | m | - | |||||
| 900(9)d | 150mm Lintel Beam | m | - | |||||
| 900(9)e | 200mm Lintel Beam | m | - | |||||
| 900(10) | 150 x 300mm R.C. Zocalo | m | - | |||||
| 900(11) | Ledge | sq.m. | - | |||||
| 900(12) | Dry Wall Partition | sq.m. | - | |||||
| 901 | PLAIN / LEAN CONCRETE | |||||||
| 901(1) | Lean Concrete | cu.m. | - | |||||
| 1047 | METAL STRUCTURES | |||||||
| 1047 | STRUCTURAL STEELWORKS | |||||||
| Platform Roof (Upper Roof Framing) | ||||||||
| 1047(2) | Structural Steel, furnished, fabricated and erected (including Surface Preparation) | |||||||
| 1047(2)b | Structural Steel, Purlins (LC 200mm x 75mm x 25mm x 2mm) | kg | 18,900.00 | 18,900.00 | ||||
| 1047(2)d.1 | Structural Steel, Horizontal Bracing (HB-1, W27x84) | kg | 65,590.00 | 65,590.00 | ||||
| 1047(2)d.2 | Structural Steel, Horizontal Bracing (HB-2, W21x62) | kg | 6,530.00 | 6,530.00 | ||||
| 1047(2)d.3 | Structural Steel, Horizontal Bracing (HB-3, W6x15) | kg | 8,360.00 | 8,360.00 | ||||
| 1047(2)e | Structural Steel, K-Brace (125mm x 5mm sch40 pipe) | kg | 33,620.00 | 33,620.00 | ||||
| 1047(2)f.1 | Structural Steel, Roof Rafter (RR-1, Castellated CB27X65, Root Beam W18x65) | kg | 6,150.00 | 6,150.00 | ||||
| 1047(2)f.2 | Structural Steel, Roof Rafter (RR-2, Castellated CB27X71, Root Beam W18x71) | kg | 30,320.00 | 30,320.00 | ||||
| 1047(2)g.1 | Structural Steel, Tapered Column (TC-1) | kg | 14,270.00 | 14,270.00 | ||||
| 1047(3)b | Metal Structure Accessories, Sagrods (12mm diam.) nuts included | kg | 1,470.00 | 1,470.00 | ||||
| 1047(3)d | Metal Structure Accessories, Cross Bracings (16mm diam. with Standard Turnbuckle) | kg | 1,810.00 | 1,810.00 | ||||
| 1047(6) | Metal Structure Accessories, Steel Plates, Angle Cleats, etc. | kg | 9,190.00 | 9,190.00 | ||||
| 1047(7)a.1 | Splicing, Plates, Bolts and Nuts | kg | - | |||||
| 1047(7)a.2 | Anchor Bolts dia. 44mm A307 | kg | - | |||||
| Concourse (Lower Roof) Framing | ||||||||
| 1047(2) | Structural Steel, furnished, fabricated and erected (including Surface Preparation) | |||||||
| 1047(2)b | Structural Steel, Purlins (LC 200mm x 75mm x 25mm x 2mm) | kg | 15,390.00 | 15,390.00 | ||||
| 1047(2)d.1 | Structural Steel, Roof Rafter (RR-3, 21X68) | kg | 33,290.00 | 33,290.00 | ||||
| 1047(2)d.2 | Structural Steel, Roof Rafter (RR-4, 21X111) | kg | 14,450.00 | 14,450.00 | ||||
| 1047(2)d.3 | Structural Steel, Roof Rafter (RR-5, 14X68) | kg | 53,700.00 | 53,700.00 | ||||
| 1047(2)d.4 | Structural Steel, Roof Beam (RB-1, W21x93) | kg | 15,580.00 | 15,580.00 | ||||
| 1047(2)d.5 | Structural Steel, Roof Beam (RB-2, W12x45) | kg | 41,950.00 | 41,950.00 | ||||
| 1047(2)g.1 | Structural Steel, Steel Column (SC-2, HSST16X16X0.625) | kg | 8,700.00 | 8,700.00 | ||||
| 1047(3)b | Metal Structure Accessories, Threaded Sagrods (12mm diam.) nuts included | kg | 480.00 | 480.00 | ||||
| 1047(3)d | Metal Structure Accessories, Cross Bracings (16mm diam. with Standard Turnbuckle) | kg | 930.00 | 930.00 | ||||
| 1047(6) | Metal Structure Accessories, Steel Plates, Angle Cleats, etc. | kg | 8,260.00 | 8,260.00 | ||||
| 1047(7) | Splicing, Plates, Bolts and Nuts | kg | - | |||||
| Concourse and Platform Level Framing | ||||||||
| 1047(2) | Structural Steel, Furnished, Fabricated and Erected including Surface Preparation | |||||||
| 1047(2)h.1 | Structural Steel, Concourse Girder (CG-1 & CB-7, W36x361) | kg | 652,360.00 | 652,360.00 | ||||
| 1047(2)h.2 | Structural Steel, Concourse Girder (CG-2, BUW52X365) | kg | 7,400.00 | 7,400.00 | ||||
| 1047(2)i.1 | Structural Steel, Concourse Beam (CB-1, W33x201) | kg | 114,290.00 | 114,290.00 | ||||
| 1047(2)i.2 | Structural Steel, Concourse Beam (CB-2, W27x146) | kg | 58,250.00 | 58,250.00 | ||||
| 1047(2)i.3 | Structural Steel, Concourse Beam (CB-3 & PG-1, W27x129) | kg | 65,500.00 | 65,500.00 | ||||
| 1047(2)i.4 | Structural Steel, Concourse Beam (CB-4, W30x116) | kg | 36,730.00 | 36,730.00 | ||||
| 1047(2)i.5 | Structural Steel, Concourse Beam (CB-5, W30x173) | kg | 110,620.00 | 110,620.00 | ||||
| 1047(2)j.1 | Structural Steel, Concourse Diaphragm (CD-1, W21x68) | kg | 44,110.00 | 44,110.00 | ||||
| 1047(2)k.1 | Structural Steel, Plarform Girder (PG-2, W30x261) | kg | 52,500.00 | 52,500.00 | ||||
| 1047(7)a.1 | Splicing, Plates, Bolts and Nuts | kg | - | |||||
| 1047(11)a | 250 x 150 x 6.4mm Tubular Steel Post ( Column for Stair & Escalator), Painted Finish | kg | 5,746.00 | 5,746.00 | ||||
| 1047(12)a | Exposed Structural Member | sq.m. | 2,470.00 | 2,470.00 | ||||
| RAMP TOWER STRUCTURE | ||||||||
| 404 | REINFORCING STEEL | |||||||
| Grade 60 | ||||||||
| 404(1)a.1 | Reinforcing Steel Bars, Grade 60 (Columns) | kg | 24,991.00 | 24,991.00 | ||||
| 404(1)a.2.1 | Reinforcing Steel Bars, Grade 60 (Girders) | kg | 49,864.00 | 49,864.00 | ||||
| 404(1)a.6 | Reinforcing Steel Bars, Grade 60 (Tie Beams) | kg | 2,144.00 | 2,144.00 | ||||
| 404(1)a.4 | Reinforcing Steel Bars, Grade 60 (Slab) | kg | 31,405.00 | 31,405.00 | ||||
| 404(1)a.12 | Reinforcing Steel Bars, Grade 60 (Foundation) | kg | 17,788.00 | 17,788.00 | ||||
| 414 | FORMWORKS | |||||||
| 414(2)a | Columns, 35Mpa | sq.m. | 350.00 | 350.00 | ||||
| 414(2)b | Girders | sq.m. | 1,302.00 | 1,302.00 | ||||
| 414(2)d | Slab | sq.m. | 1,145.00 | 1,145.00 | ||||
| 414(2)e | Tie Beam | sq.m. | 60.00 | 60.00 | ||||
| 414(2)n | Foundation | sq.m. | 400.00 | 400.00 | ||||
| 900 | REINFORCED CONCRETE | |||||||
| 900(1)c3 | Tie Beam | cu.m. | 12.00 | 12.00 | ||||
| 900(1)c4 | Columns, 35Mpa | cu.m. | 128.00 | 128.00 | ||||
| 900(1)c6.1 | Girders | cu.m. | 283.00 | 283.00 | ||||
| 900(1)c5.3 | Slab | cu.m. | 214.00 | 214.00 | ||||
| 900(1)c12 | Foundation | cu.m. | 114.00 | 114.00 | ||||
| STAIR TOWER (EMERGENCY/FIRE EXIT) STRUCTURE | ||||||||
| 404 | REINFORCING STEEL | |||||||
| Grade 60 | ||||||||
| 404(1)a.1 | Reinforcing Steel Bars, Grade 60 (Columns) | kg | 29,570.00 | 29,570.00 | ||||
| 404(1)a.2.1 | Reinforcing Steel Bars, Grade 60 (Girders) | kg | 25,398.00 | 25,398.00 | ||||
| 404(1)a.6 | Reinforcing Steel Bars, Grade 60 (Tie Beams) | kg | 3,917.00 | 3,917.00 | ||||
| 404(1)a.4 | Reinforcing Steel Bars, Grade 60 (Slab) | kg | 5,166.00 | 5,166.00 | ||||
| 404(1)a.12 | Reinforcing Steel Bars, Grade 60 (Foundation) | kg | 21,523.00 | 21,523.00 | ||||
| 414 | FORMWORKS | |||||||
| 414(2)a | Columns, 35Mpa | sq.m. | 408.00 | 408.00 | ||||
| 414(2)b | Girders | sq.m. | 663.00 | 663.00 | ||||
| 414(2)d | Slab | sq.m. | 193.00 | 193.00 | ||||
| 414(2)e | Tie Beam | sq.m. | 106.00 | 106.00 | ||||
| 414(2)n | Foundation | sq.m. | 483.00 | 483.00 | ||||
| 900 | REINFORCED CONCRETE | |||||||
| 900(1)c3 | Tie Beam | cu.m. | 23.00 | 23.00 | ||||
| 900(1)c4 | Columns, 35Mpa | cu.m. | 151.00 | 151.00 | ||||
| 900(1)c6.1 | Girders | cu.m. | 144.00 | 144.00 | ||||
| 900(1)c5.3 | Slab | cu.m. | 36.00 | 36.00 | ||||
| 900(1)c12 | Foundation | cu.m. | 138.00 | 138.00 | ||||
| OTHERS | ||||||||
| TOTAL FOR PART V | Php | |||||||
PART VI
| PROJECT : | MRT - 7 PROJECT | |||||||
| LOCATION : | QUEZON CITY TO SAN JOSE DEL MONTE, BULACAN | |||||||
| CLIENT : | SAN MIGUEL CORP. | |||||||
| SUMMARY OF BID PRICES | ||||||||
| STATION NO. 4 - TANDANG SORA STATION | ||||||||
| ITEM NO. | DESCRIPTION | UNIT | QUANTITY | LESS CONSTRUCTED | NET QUANTITY | UNIT COST (Pesos) | AMOUNT (Pesos) | |
| PART VI - ARCHITECTURAL WORKS | ||||||||
| MAIN BUILDING STRUCTURE | ||||||||
| 604 | FENCING AND GATES | |||||||
| 604(8) | Welded Wire Mesh | sq.m. | 90.00 | 2.00 | ||||
| 1003 | CARPENTRY AND JOINERY WORKS | |||||||
| 1003(1)a3 | 6mm THK Fiber Cement Board, Heat and Moisture Resist | sq.m. | 695.00 | 695.00 | ||||
| 1003(1)e5 | 75 x 100mm Suspended Aluminum Ceiling | sq.m. | 1,290.00 | 1,290.00 | ||||
| 1003(1)i | 2.5mm dia Galvanized Wire Ceiling Hangers | no | - | |||||
| 1003(1)k | Adjustable Ceiling Rod | no | - | |||||
| 1003(1)l | Slab Soffit | sq.m. | 1,145.00 | 1,145.00 | ||||
| 1003(2)f.3 | Aluminum Cladding, 4mm thk Aluminum Composite Panel | sq.m. | 295.00 | 295.00 | ||||
| 1003(2)j | Prepainted wall cladding including fixing accesories with Insulation | sq.m. | 193.00 | 193.00 | ||||
| 1003(15)d | 12 x 12 PVC Moulding | l.m | - | |||||
| 1003(15)f | Angle Moulding | l.m | - | |||||
| 1003(24)a.1 | Stainless Steel Cladding | sq.m. | - | |||||
| 1003(25)a | Modular Ticket Office | no | - | |||||
| 1003(25)b | Modular Control Office | no | - | |||||
| 1004 | HARDWARE - (DOORS) | |||||||
| 1004(2)a | Mortise Lock | no | - | |||||
| 1004(2)b | Butt Hinge | no | - | |||||
| 1004(2)c.1 | Door Closer | no | - | |||||
| 1004(2)c.2 | Door Stopper | no | - | |||||
| 1004(2)d | Threshold Plate | m | - | |||||
| 1004(2)e | Lever Handle | no | - | |||||
| 1004(2)f | Weather-stripping | m | - | |||||
| 1004(2)g.1 | Push/Pull Handle | no | - | |||||
| 1004(2)g.2 | Grab Bar Handle | no | - | |||||
| 1004(2)h.1 | 500 x 200 mm Powder Coated Steel Louver Inset | no | - | |||||
| 1004(2)h.2 | 540 x 645 mm Powder Coated Steel Louver Inset | no | - | |||||
| 1004(2)i | Panic Device | no | - | |||||
| 1004(2)j | Roll-up Shutter Housing | no | - | |||||
| 1004(2)k | Vision Panel | no | - | |||||
| 1004(2)l | Bearing Type Hinge | no | - | |||||
| 1004(2)m | Security Alarm System | no | - | |||||
| 1004(2)n | Ball Catch Lock | no | - | |||||
| 1004(2)o | Barrell Bolt Latch with Padlock | no | - | |||||
| 1004(2)p | 250W x 600H Safety Wired Glass | no | - | |||||
| 1006 | STEEL DOORS AND FRAMES - (METAL DOORS AND FRAMES) | |||||||
| 1006(1)a.1 | 700W x 2100 H ( Single leaf ) | no. | 6.00 | 6.00 | ||||
| 1006(1)a.2 | 1000W x 2100 H ( Single Leaf ) | no. | 16.00 | 16.00 | ||||
| 1006(1)b.1 | 1900Wx2100H ( Double Leaf ) | no. | 11.00 | 11.00 | ||||
| 1006(1)b.2 | 2500Wx2100H ( Double Leaf ) | no. | 3.00 | 3.00 | ||||
| 1006(2)a.1 | 900W x 2100H (Single leaf Insulated Steel Flush Door, Galvanized Steel Plate Facing, Painted Finish)
Accessories: Automatic door closer, Locking device, lever handle, stopper | no | 3.00 | 3.00 | ||||
| 1006(4)a.1 | 900W x 2100H with Louver (Single Leaf) | no | 2.00 | 2.00 | ||||
| 1006(8) | D17, 4000 W x 3000 H Sliding Gate including hardwares | no. | 2.00 | 2.00 | ||||
| 1007 | ALUMINUM FRAMED GLASS DOORS | |||||||
| 1007(1)a.1 | 900W x 2100H aluminum door with 8MM THK tempered glass panels (Single leaf)
Accessories: Automatic door closer, Locking device, push/pull hande, weatherseal | no | - | |||||
| 1008 | ALUMINUM GLASS WINDOWS | |||||||
| 1008(1)c.2 | 800W x 500H (Powder coated aluminum frame, operable awning window) | no | - | |||||
| 1008(1)e | Aluminum Louver Windows | sq.m. | 451.00 | 451.00 | ||||
| 1011 | ROLL-UP DOORS | |||||||
| 1011(1)a.3.2 | 3300mmW x 2950mmH Grilled Roll-Up | no. | 2.00 | 2.00 | ||||
| 1012 | GLASS AND GLAZING | |||||||
| 1012(7)a | 6mm THK Frameless Glass Panel | sq.m. | - | |||||
| 1013 | CORRUGATED METAL ROOFING | |||||||
| 1013(5)a | Skylight Roofing | sq.m. | - | |||||
| 1014 | PREPAINTED METAL SHEETS - (MANUFACTURED ROOFING AND SIDING) | |||||||
| Single Sheet Roofing w/ Accessories at Stairs | ||||||||
| 1014(2)a.1 | Prepainted Roofing sheets with 50mmTHK Insulation, Upper Roof | sq.m. | 2,465.00 | 2,465.00 | ||||
| 1014(2)a.2 | Prepainted Roofing sheets with 50mmTHK Insulation, Lower Roof | sq.m. | 2,646.00 | 2,646.00 | ||||
| 1014(3) | End Flashing | sq.m. | - | |||||
| 1014(4) | 0.6mm Stainless Steel Gutter | m | - | |||||
| 1016 | WATERPROOFING - (SHEET MEMBRANE AND FELT WATERPROOFING) | |||||||
| 1016(1)a | Cementitious Type Waterproofing at Guideway | sq.m. | 1,023.00 | 1,023.00 | ||||
| 1016(1)c | Cold Applied Base Waterproofing | |||||||
| 1016(1)c.1 | Toilet | sq.m. | 78.00 | 78.00 | ||||
| 1016(1)c.2 | Other Areas | sq.m. | - | |||||
| 1016(3)a | Platform / Train Deck Waterproofing | sq.m. | 1,649.00 | 1,649.00 | ||||
| 1016(3)c | Waterproofing at STP | sq.m. | 85.00 | 85.00 | ||||
| 1016(4)a.1 | Domestic Water Tank Waterproofing | sq.m. | 720.00 | 720.00 | ||||
| 1016(4)a.2 | Roof Deck Waterproofing | sq.m. | - | |||||
| 1018 | CERAMIC / GRANITE TILES | |||||||
| 1018(2) | FF03: 200 x 200 Vitrified Unglazed Ceramic floor tiles | sq.m. | 71.00 | 71.00 | ||||
| 1018(5)c | WF01: 200 x 200 Vitrified Glazed Ceramic Tile | sq.m. | 379.00 | 379.00 | ||||
| 1018(8)b.1 | 300 x 300 Vitrified Homogeneous Heavy Duty Non-Slip Edge Floor Tiles | sq.m. | 18.00 | 18.00 | ||||
| 1018(8)c | FF01: 400 x 400 Vitrified Homogeneous Heavy Duty floor tiles | sq.m. | 114.00 | 114.00 | ||||
| 1018(11)a | FF02: 300 x 300 Warning Tactile Paving Blocks | sq.m. | 86.00 | 86.00 | ||||
| 1018(13) | 100H x 400W Ceramic Tile Baseboard | sq.m. | - | |||||
| 1018(14) | Ceramic Skirting | sq.m. | - | |||||
| 1018(15) | Corbel Skirting | sq.m. | - | |||||
| 1018(16) | 60 x 200 Glazed Ceramic Border Tiles | sq.m. | - | |||||
| 1020 | VINYL FLOOR TILES | |||||||
| 1020(1)a | 300x300x2mm THK Homogenous Vinyl Tiles | sq.m. | 134.00 | 134.00 | ||||
| 1020(1)c | 100mm High Vinyl Baseboard | sq.m. | - | |||||
| 1021 | CEMENT FLOOR FINISH - (CEMENTITIOUS DECKS AND TOPPINGS) | |||||||
| 1021(1)c | Cement Floor Finish, with Floor Harderner | sq.m. | 4,715.00 | 4,715.00 | ||||
| 1021(3)b | Trowelled Finish | sq.m. | - | |||||
| 1021(15) | Antistatic Raised Flooring | sq.m. | 107.00 | 107.00 | ||||
| 1021(18) | Stair Nosing | m | 325.00 | 325.00 | ||||
| 1021(19) | Edge Nosing at Platform Area | m | 284.00 | 284.00 | ||||
| 1027 | CEMENT PLASTER FINISH | |||||||
| 1027(1)a.1 | Smooth Cement Finish | sq.m. | - | |||||
| 1027(1)a.2 | CHB Wall Smooth Cement Plastering | sq.m. | 3,471.00 | 3,471.00 | ||||
| 1030 | ACOUSTICAL CEILING | |||||||
| 1030(1) | 16mm THK Acoustic Ceilling Board | sq.m. | 57.00 | 57.00 | ||||
| 1032 | PAINTING, VARNISHING AND OTHER RELATED WORKS | |||||||
| 1032(1)a.4.1 | Painting on Cement Plaster | sq.m. | 3,471.00 | 3,471.00 | ||||
| 1032(1)b.1 | Painting On Gypsum Board Ceiling | sq.m. | - | |||||
| 1032(6) | Epoxy Paint on Smooth Cement Finish | sq.m. | 693.00 | 693.00 | ||||
| 1033 | METAL DECK | |||||||
| 1033(2)a.1 | Access Ladder with Safety cage; at Roof | no | - | |||||
| 1035 | NON-STRUCTURAL METAL FRAMING | |||||||
| 1035(1)a | 75 x 75 Ceiling Furring | l.m | - | |||||
| 1035(2)a | 50 x 75 Main Runner | l.m | - | |||||
| 1035(2)b | Suspended Ceiling Tee Runners | l.m | - | |||||
| 1035(3)a | 75 x 150 Carrying Channels | l.m | - | |||||
| 1035(4)a | 25 x 25 mm Wall angles | l.m | - | |||||
| 1041 | GYPSUM BOARD | |||||||
| 1041(2)a.1 | 12mm thk Gypsum Board | sq.m. | 82.00 | 82.00 | ||||
| 1041(2)a.2 | 2-12mm thk Gypsum Board, 2hr Fire Rated | sq.m. | - | |||||
| 1046 | MASONRY WORKS | |||||||
| 1046(1)a2 | 150mm thk CHB Wall, 700 psi | sq.m. | 2,964.00 | 2,964.00 | ||||
| 1046(1)a3 | 200mm thk CHB Wall, 700 psi | sq.m. | 2,210.00 | 2,210.00 | ||||
| 1046(1)a4 | 300mm thk Wall | sq.m. | 520.00 | 520.00 | ||||
| 1046(1)a5 | 400mm thk Wall | sq.m. | 962.00 | 962.00 | ||||
| 1051 | RAILINGS - (METAL FABRICATIONS) | |||||||
| 1051(8)b.1 | Stainless Steel Handrail 50mm dia | m | - | |||||
| 1051(8)b.2 | Stainless Steel Handrail 38mm dia | m | - | |||||
| 1051(8)b.3 | Stainless Steel Handrail 25mm dia | m | - | |||||
| 1051(8)c.1 | Stainless Steel Handrail, 50mm dia Ledge Mounted | m | 356.00 | 356.00 | ||||
| 1051(8)d | Stainless Steel anti-collision Guard Rail | m | - | |||||
| 1051(8)e | Ramp Hand Rail Fixtures: stainless steel escutcheon plate | m | - | |||||
| 1051(9)a | Hand Rail Post Fixtures: stainless steel welded to base plate, 3 Fixing screws, 3 countersunk bolts, 10 MM dia stainless steel base plate | Assy | - | |||||
| 1051(9)b | Hand Rail Wall Mount Fixtures: 50x80x5 mm saddle plate, 2 fixing screw, 25x30 thk bracket, 6mm thk stainless steel base plate, 3 countersunk anchor bolt | Assy | - | |||||
| 1051(9)c | Hand Rail Ledge Mount Fixtures: 25mm dia steel support, 50x5mm flat bar | Assy | - | |||||
| 1051(15)a.1 | Floor Mounted Railing, 50mmØ HDG Toprail & Post with 4-25mm HDG Midrails | l.m. | 275.00 | 275.00 | ||||
| 1051(16)a.3 | Steel Pipe Railing at the Edge of Platform, 50mmØ Stainless Steel Railing with 150mm spacing Post | l.m. | 356.00 | 356.00 | ||||
| 1051(20) | Horizontal Lifeline Cable | m. | 284.00 | 284.00 | ||||
| 1051(21) | 150 x 250 x 6.4mm Tubular Steel Post | kg | 5,746.00 | 5,746.00 | ||||
| 1051(22) | 100mm metal anchor | m | - | |||||
| 1051(25) | Pedestal Post | no | - | |||||
| FURNITURES AND ACCESSORIES | ||||||||
| Platform Bench | no | - | ||||||
| Public Phone | no | 2.00 | 2.00 | |||||
| Advertisement Panels | no | 18.00 | 18.00 | |||||
| Passenger Infographic | no | 2.00 | 2.00 | |||||
| Counter Top | sq.m. | - | ||||||
| Curtain Divider | l.m. | - | ||||||
| Cabinet | no | - | ||||||
| Water Dispenser | no | - | ||||||
| Clinic | ||||||||
| Bed | no. | 1.00 | 1.00 | |||||
| Chair | no. | 2.00 | 2.00 | |||||
| Curtain | lot | 1.00 | 1.00 | |||||
| Table , 900mm x 400mm | no. | 1.00 | 1.00 | |||||
| Table , 1400mm x 700mm | no. | 1.00 | 1.00 | |||||
| SCCR | ||||||||
| Chair | no. | 8.00 | 8.00 | |||||
| Ticketing Office | ||||||||
| Chair | no. | 6.00 | 6.00 | |||||
| Table , 1200mm x 600mm | no. | 6.00 | 6.00 | |||||
| Cash Room | ||||||||
| Chair | no. | 1.00 | 1.00 | |||||
| Table , 1200mm x 600mm | no. | 1.00 | 1.00 | |||||
| Police Desk | ||||||||
| Chair | no. | 2.00 | 2.00 | |||||
| Table , 2400mm x 600mm | no. | 1.00 | 1.00 | |||||
| Table , 2600mm x 600mm | no. | 1.00 | 1.00 | |||||
| Other | ||||||||
| Ticket Office | no. | 1.00 | 1.00 | |||||
| Trash / Cigarette Receptacles | no. | 7.00 | 7.00 | |||||
| RAMP TOWER STRUCTURE | ||||||||
| 1003 | CARPENTRY AND JOINERY WORKS | |||||||
| 1003(1)a3 | 6mm THK Fiber Cement Board, Heat and Moisture Resist | sq.m. | - | - | ||||
| 1003(1)l | Slab Soffit | sq.m. | - | - | ||||
| 1003(2)f.3 | Aluminum Cladding, 4mm thk Aluminum Composite Panel | sq.m. | 158.00 | 158.00 | ||||
| 1014 | PREPAINTED METAL SHEETS - (MANUFACTURED ROOFING AND SIDING) | |||||||
| 1014(2)a.1 | Prepainted Roofing sheets with 50mmTHK Insulation, Upper Roof | sq.m. | 499.00 | 499.00 | ||||
| 1018 | CERAMIC / GRANITE TILES | |||||||
| 1018(11)a | FF02: 300 x 300 Warning Tactile Paving Blocks | sq.m. | 82.00 | 82.00 | ||||
| 1021 | CEMENT FLOOR FINISH - (CEMENTITIOUS DECKS AND TOPPINGS) | |||||||
| 1021(3)d | Concrete Topping, 30mmTHK at Ramp Area with 10mm x 10mm Groove | sq.m. | 1,530.00 | 1,530.00 | ||||
| 1021(18) | Stair Nosing | m | - | |||||
| 1046 | MASONRY WORKS | |||||||
| 1046(1)a2 | 150mm thk CHB Wall, 700 psi | sq.m. | 898.00 | 898.00 | ||||
| 1051 | RAILINGS - (METAL FABRICATIONS) | |||||||
| 1051(8)a.1 | Stainless Steel Handrail, 50mm dia Wall Mounted | m | 1,027.00 | 1,027.00 | ||||
| 1051(15)a.1 | Floor Mounted Railing, 50mmØ HDG Toprail & Post with 4-25mm HDG Midrails | l.m. | 428.00 | 428.00 | ||||
| 1051(8)e | Ramp Hand Rail Fixtures: stainless steel escutcheon plate | m | - | - | ||||
| STAIR TOWER (EMERGENCY/FIRE EXIT) STRUCTURE | ||||||||
| 1003 | CARPENTRY AND JOINERY WORKS | |||||||
| 1003(1)a3 | 6mm THK Fiber Cement Board, Heat and Moisture Resist | sq.m. | - | |||||
| 1003(1)l | Slab Soffit | sq.m. | - | |||||
| 1003(2)f.3 | Aluminum Cladding, 4mm thk Aluminum Composite Panel | sq.m. | 162.00 | 162.00 | ||||
| 1006 | STEEL DOORS AND FRAMES - (METAL DOORS AND FRAMES) | |||||||
| 1006(1)a.2 | 1000W x 2100 H ( Single Leaf ) | no. | 10.00 | 10.00 | ||||
| 1014 | PREPAINTED METAL SHEETS - (MANUFACTURED ROOFING AND SIDING) | |||||||
| 1014(2)a.1 | Prepainted Roofing sheets with 50mmTHK Insulation, Upper Roof | sq.m. | 266.00 | 266.00 | ||||
| 1021 | CEMENT FLOOR FINISH - (CEMENTITIOUS DECKS AND TOPPINGS) | |||||||
| 1021(3)e | Concrete Topping, 30mmTHK at Stair Area | sq.m. | 1,530.00 | 1,530.00 | ||||
| 1021(18) | Stair Nosing | m | 566.00 | 566.00 | ||||
| 1046 | MASONRY WORKS | |||||||
| 1046(1)a2 | 150mm thk CHB Wall, 700 psi | sq.m. | 304.00 | 304.00 | ||||
| 1051 | RAILINGS - (METAL FABRICATIONS) | |||||||
| 1051(8)a.1 | Stainless Steel Handrail, 50mm dia Wall Mounted | m | 257.00 | 257.00 | ||||
| 1051(8)e | Ramp Hand Rail Fixtures: stainless steel escutcheon plate | m | - | - | ||||
| OTHERS | ||||||||
| TOTAL FOR PART VI | Php | |||||||
INTEG BOQ
| PROJECT : | MRT - 7 PROJECT | ||||||||
| LOCATION : | QUEZON CITY TO SAN JOSE DEL MONTE, BULACAN | ||||||||
| CLIENT : | SAN MIGUEL CORP. | ||||||||
| SUMMARY OF QUANTITIES FOR DETAILED ENGINEERING DESIGN (DED) | |||||||||
| MRT7 | |||||||||
| ITEM NO. | DESCRIPTION | UNIT | QUANTITY | UNIT COST (Pesos) | AMOUNT (Pesos) | REMARKS | |||
| INTEGRATION, AND TESTING AND COMMISSIONING OF MRT-7 STATIONS AND DEPOT ELECTRONICS NETWORKS | |||||||||
| Phase 1 (Stations to Depot-Admin Bldg- OCC Integration) | |||||||||
| Fire Detection and Alarm System (FDAS) Workstation Computer System (1123.2.8) Complete with the following: Workstation Computer (1123.2.8.A*) To use 32"' LED Monitor Server (for centralized FDAS management) (1123.2.8.B*) Software** (1123.2.8.C*) Network Switch (1123.2.8.D*) Uninterruptible Power Supply (UPS) (1123.2.8.E*) Peripherals (1123.2.8.E*) *Please refer Engineering Specification (Electronics) for Depot for the specific and other requirements requirements. ** Monitoring and Control Software, including graphical user interface shall have a perpertual license. | Lot | 1.00 | |||||||
| Access Control System (ACS) Workstation Computer System (1124.2.6) Complete with the following: Server Computer (1124.2.7*) L2 (Layer 2) Switch with SFP (Small Form-Factor Pluggable) Ports (1124.2.8*) Badge Printer (1124.2.12*) System Software **(1124.2.13*) System Database (1124.2.14*) *Please refer Engineering Specification (Electronics) for Depot for the specific and other requirements requirements. ** Monitoring and Control Software, including graphical user interface shall have a perpertual license. | Lot | 1.00 | |||||||
| Supply and installation of required network interface card and or other required media converter and gateways including software’s for the system integration. | ps | 1.00 | |||||||
| Supply and installation of Control and Communication Cable including related accessories to complete the system | ps | 1.00 | |||||||
| Supply and installation of Power Supply Cables including Conduit and Boxes and other related accessories to complete the system | ps | 1.00 | |||||||
| Table and Chairs for Admin-OCC | ps | 1.00 | |||||||
| Testing and commissioning | Lot | 1.00 | |||||||
| Phase 2 (Depot Buildings to Depot Admin Bldg-FCCR Integration) | |||||||||
| Supply and installation of Control and Communication Cable including related accessories to complete the system | Lot | 1.00 | |||||||
| Supply and installation of required network interface card and or other required media converter and gateways including software’s for the system integration. | ps | 1.00 | |||||||
| Supply and installation of Power Supply Cables including Conduit and Boxes and other related accessories to complete the system | Lot | 1.00 | |||||||
| Table and Chairs for Admin-FCCR | ps | 1.00 | |||||||
| Testing and Commissioning | Lot | 1.00 | |||||||
PART VIII
| PROJECT : | MRT - 7 PROJECT | |||||||
| LOCATION : | QUEZON CITY TO SAN JOSE DEL MONTE, BULACAN | |||||||
| CLIENT : | SAN MIGUEL CORP. | |||||||
| SUMMARY OF BID PRICES | ||||||||
| STATION NO. 4 - TANDANG SORA STATION | ||||||||
| ITEM NO. | DESCRIPTION | UNIT | QUANTITY | LESS CONSTRUCTED | NET QUANTITY | UNIT COST (Pesos) | AMOUNT (Pesos) | |
| PART VIII - MECHANICAL WORKS | ||||||||
| EQUIPMENT | ||||||||
| FAN AND BLOWERS | ||||||||
| 1200(5)b.4 | EF-04-04C , Wall Mounted Propeller Type ,200 LPS, Motor Rating 0.05 KW, 230 Volts, 1 Phase, 60 Hz | Assy | 1.00 | 1.00 | ||||
| 1200(5)b.5 | EF-04-06C , Wall Mounted Propeller Type , 175 LPS, Motor Rating 0.05 KW, 230 Volts, 1 Phase, 60 Hz | Assy | 1.00 | 1.00 | ||||
| 1200(5)b.6 | EF-04-07C , Wall Mounted Propeller Type ,335LPS, Motor Rating 0.05 KW, 230 Volts, 1 Phase, 60 Hz | Assy | 1.00 | 1.00 | ||||
| 1200(5)b.7 | EF-04-08CA & 08CB, Wall Mounted Propeller Type , 1385 LPS, Motor Rating 0.33 KW, 400 Volts, 3 Phase, 60 Hz. | Assy | 1.00 | 1.00 | ||||
| 1200(5)e.3 | EF-04-02CA & 02CB, Vane Inline Axial Type , External Static Pressure 434 Pa. , 17720 LPS, Motor Rating 30.0KW, 400 Volts, 3 Phase, 60 Hz. | Assy | 1.00 | 1.00 | ||||
| 1200(5)e.4 | EF-04-05CA , Vane Axial Inline Type ,External Static Pressure 270 Pa. , 540 LPS, Motor Rating 0.39 KW, 230 Volts, 1 Phase, 60 Hz | Assy | 1.00 | 1.00 | ||||
| 1200(7)a | EF-04-01C Centrifugal Inline Type , External Static Pressure 312 Pa , 320 LPS, Motor Rating 0.28 KW, 230 Volts 1 Phase, 60 Hz. | Assy | 1.00 | 1.00 | ||||
| 1200(7)b | EF-04-03C , Centrifugal Inline Type , External Static Pressure 177 Pa., 75 LPS, Motor Rating 0.18 KW , 23O Volts, 1 Phase, 60 Hz | Assy | 1.00 | 1.00 | ||||
| 1200(7)c | EF-04-05CB , Centrifugal Inline Type , External Static Pressure 172 , 45 LPS, Motor Rating 0.10 KW, 230 Volts, 1 Phase, 60 z | Assy | 1.00 | 1.00 | ||||
| 1200(7)d | TEF-04-01C ,Centrifugal InlineType , External Static Pressure 204 Pa. , 420 LPS, Motor Rating 0.28 KW, 230 Volts 1 Phase, 60 Hz. | Assy | 1.00 | 1.00 | ||||
| 1200(7)e | TEF-04-02C ,Centrifugal Inline Type , External Static Pressure 195 Pa. ,80 LPS, Motor Rating 0.18 KW, 23O Volts, 1 Phase, 60 Hz. | Assy | 1.00 | 1.00 | ||||
| 1200(7)f | TEF-04-03C ,Centrifugal Inline Type , 195 Pa. Static Pressure ,80 LPS, Motor Rating 0.10 KW, 23O Volts, 1 Phase, 60 Hz | Assy | 1.00 | 1.00 | ||||
| Supply Fans | ||||||||
| 1200(6)a | SEF-04-01C ,Vane Axial Type , External Static Pressure 290 Pa. , 8855 LPS, Motor Rating 5.26 KW, 400 Volts, 3 Phase, 60 Hz | Assy | 1.00 | 1.00 | ||||
| 1200(6)b | SF-04-01C ,Centrifugal DWDI Forward Curve Cabinet Type , External. Static Pressure 226 Pa. , 3000 LPS, Motor Rating 1.10 KW, 400 Volts 3 Phase, 60Hz. | Assy | 1.00 | 1.00 | ||||
| 1200(6)c | SF-04-01R ,Centrifugal DWDI Forward Curve Cabinet Type , External Static Pressure 150 Pa, 2115 LPS, Motor Rating 0.75 KW, 23O Votls, 1 Phase, 60 Hz | Assy | 1.00 | 1.00 | ||||
| 1200(6)d | SF-04-02CA TO SF-04-02CD ,Centrifugal DWDI Forward Curve Cabinet Type, External Static Pressure 142 Pa. , 8000 LPS, Motor Rating 3.00KW, 400 Volts, 3 Phase, 60 Hz. | Assy | 1.00 | 1.00 | ||||
| AIR CONDITIONING UNITS | ||||||||
| 1200(13)d.1 | FCU-04-01C, Inverter, Wall Mounted Type, Refrigerant 410 A, Cooling Capacity 2.5 KW, Airflow Rate 133 LPS, Motor Size in KW, 0.095, 230 Volts, 1 Phase 60 Hz | Set | 1.00 | 1.00 | ||||
| 1200(13)d.2 | ACCU-04-01C, , Cooling Capacity 2.5 KW,, Totaltal Power in KW,0.67, 230 Volts, 1 Phase 60 Hz | Set | 1.00 | 1.00 | ||||
| 1200(13)d.3 | FCU-04-04C, Inverter, Celing Suspended Type, Refrigerant 410 A, Cooling Capacity 4.0 KW, Aiirflow Rate 167 LPS, Motor Size in KW, 0.25, 230 Volts, 1 Phase 60 Hz | Set | 1.00 | 1.00 | ||||
| 1200(13)d.4 | ACCU-04-04C, , Cooling Capacity 10 KW,, Total Power in KW, 2.85 , 230 Volts, 1 Phase , 60 Hz | Set | 1.00 | 1.00 | ||||
| 1200(13)d.5 | FCU-04-05CA TO 05CC, Inverter, Ceiling Suspended Type , Refrigerant 410 A, Cooing Capacity.10 KW, Airflow Rate 433 LPS, Motor Size in KW, 0.25, 230 Volts, 1 Phase 60 Hz. | Set | 1.00 | 1.00 | ||||
| 1200(13)d.6 | ACCU-04-05CA TO 05CC, , Cooling Capacity 10 KW,, Total Power in KW, 2.85 , 230 Volts 1 Phase 60 Hz. | Set | 1.00 | 1.00 | ||||
| 1200(13)d.7 | FCU-04-06C, Inverter, Wall Mounted Type, Refrigerant 410 A, Cooling Capacity 5.0 KW, Aiirflow Rate 200 LPS, Motor Size in KW, 0.95, 230 Volts, 1 Phase 60 Hz. | Set | 1.00 | 1.00 | ||||
| 1200(13)d.8 | ACCU-04-06C , Cooling Capacity 5.0 KW,, Total Power in KW, 1.56 , 230 Volts, 1 Phase 60 Hz. | Set | 1.00 | 1.00 | ||||
| 1200(13)d.9 | FCU-04-07C, Inverter , Wall Mounted Type, Refrigerant 410 A, Cooling Capacity 2.5 KW, Aiirflow Rate 200 LPS, Motor Size in KW, 0.95, 230 Volts, 1 Phase 60 Hz. | Set | 1.00 | 1.00 | ||||
| 1200(13)d.10 | ACCU-04-07C , Cooling Capacity 2.5KW,, Total Power in KW, 0.67 , 230 Volts, 1 Phase 60 Hz. | Set | 1.00 | 1.00 | ||||
| 1200(13)d.11 | FCU-04-08C, Inverter, Ceiling Suspended Type, Refrigerant 410 A, Cooling Capacity 7.1 KW, Aiirflow Rate 267 LPS, Motor Size in KW, 0.25 , 230 Volts, 1 Phase 60 Hz. | Set | 1.00 | 1.00 | ||||
| 1200(13)d.12 | ACCU-04-08C , Cooling Capacity 7.1 KW,, Total Power in KW, 2.11 , 230 Volts, 1 Phase 60 Hz. | Set | 1.00 | 1.00 | ||||
| 1200(13)d.13 | FCU-04-09C, Inverter, Ceiling Suspended Type, Refrigerant 410 A, Cooling Capacity 7.1 KW, Aiirflow Rate 267 LPS, Motor Size in KW, 0.25 , 230 Volts, 1 Phase 60 Hz. | Set | 1.00 | 1.00 | ||||
| 1200(13)d.14 | ACCU-04-09C , Cooling Capacity 7.1 KW,, Total Power in KW, 2.11 , 230 Volts, 1 Phase 60 Hz. | Set | 1.00 | 1.00 | ||||
| 1200(13)d.15 | FCU-04-10C, Inverter, Wall Mounted Type, Refrigerant 410 A, Cooling Capacity 2.5 KW, Aiirflow Rate 133 LPS, Motor Size in KW, 0.095 , 230 Volts, 1 Phase 60 Hz. | Set | 1.00 | 1.00 | ||||
| 1200(13)d.16 | ACCU-04-10C , Cooling Capacity 2.5 KW,, Total Power in KW, 0.67 , 230 Volts, 1 Phase 60 Hz. | Set | 1.00 | 1.00 | ||||
| 1200(13)d.17 | FCU-04-02CA & 02CB, Inverter, Ceiling Cassette Type, Refrigerant 410 A, Cooling Capacity 10 KW, Aiirflow Rate 433 LPS, Motor Size in KW, 0.25 , 230 Volts, 1 Phase 60 Hz. | Set | 1.00 | 1.00 | ||||
| 1200(13)d.18 | ACCU-04-02CA & 02CB , Cooling Capacity 10 KW, Total Power in KW, 2.76 , 230 Volts, 1 Phase 60 Hz. | Set | 1.00 | 1.00 | ||||
| 1200(13)d.19 | FCU-04-03CA & 03CB, Inverter, Ceiling Cassette Type, Refrigerant 410 A, Cooling Capacity 10 KW, Aiirflow Rate 433 LPS, Motor Size in KW, 0.250 , 230 Volts, 1 Phase 60 Hz. | Set | 1.00 | 1.00 | ||||
| 1200(13)d.20 | ACCU-04-03CA & 03CB , Cooling Capacity 10 KW,, Total Power in KW, 2.76 , 230 Volts, 1 Phase 60 Hz. | Set | 1.00 | 1.00 | ||||
| VENTILATION DUCTWORKS | ||||||||
| FIRE RATED DUCT | ||||||||
| 1200(14)a.1 | G.I SHEET, #20 | sq.m. | 20.00 | 20.00 | ||||
| 1200(14)a.2 | G.I SHEET, #22 | sq.m. | - | |||||
| 1200(14)a.3 | G.I SHEET, #24 | sq.m. | - | |||||
| 1200(14)a.4 | G.I SHEET, #26 | sq.m. | - | |||||
| AIR DUCT | ||||||||
| 1200(14)b.1 | G.I SHEET, #20 | sq.m. | 400.00 | 400.00 | ||||
| 1200(14)b.2 | G.I SHEET, #22 | sq.m. | 80.00 | 80.00 | ||||
| 1200(14)b.3 | G.I SHEET, #24 | sq.m. | 20.00 | 20.00 | ||||
| 1200(14)b.4 | G.I SHEET, #26 | sq.m. | ||||||
| 1200(14)c.1 | 25mm Internal Duct Insulation | sq.m. | 22.00 | 22.00 | ||||
| 1200(14)d.1 | MOTORIZE SMOKE AND FIRE DAMPER, 3700 X 3000 | pcs | - | - | ||||
| 1200(14)d.2 | MOTORIZE SMOKE AND FIRE DAMPER, 12500 X 2650 | pcs | - | - | ||||
| 1200(14)d.3 | MOTORIZE SMOKE AND FIRE DAMPER, 1050 x 1000 | pcs | 4.00 | 4.00 | ||||
| 1200(14)d.4 | MOTORIZE SMOKE AND FIRE DAMPER, 5900 x 1500 | pcs | 1.00 | 1.00 | ||||
| 1200(14)d.5 | MOTORIZE SMOKE AND FIRE DAMPER, 950 x 950 | pcs | 4.00 | 4.00 | ||||
| 1200(14)d.6 | MOTORIZE SMOKE AND FIRE DAMPER, 550 x 550 | pcs | 1.00 | 1.00 | ||||
| 1200(14)d.7 | MOTORIZE SMOKE AND FIRE DAMPER, 400 x 400 | pcs | 1.00 | 1.00 | ||||
| 1200(14)d.8 | MOTORIZE SMOKE AND FIRE DAMPER, 200 x 200 | pcs | 2.00 | 2.00 | ||||
| 1200(14)e.1 | VOLUME CONTROL DAMPER, 900 X 900 | pcs | 1.00 | 1.00 | ||||
| 1200(14)e.2 | VOLUME CONTROL DAMPER, 1050 X 1050 | pcs | 1.00 | 1.00 | ||||
| 1200(14)e.3 | VOLUME CONTROL DAMPER, 1000 X 250 | pcs | - | - | ||||
| 1200(14)e.4 | VOLUME CONTROLDAMPER, 1000 X 500 | pcs | - | - | ||||
| 1200(14)e.5 | VOLUME CONTROL DAMPER, 1000 X 650 | pcs | - | - | ||||
| 1200(14)e.6 | VOLUME CONTROL DAMPER, 1000 X 800 | pcs | - | - | ||||
| 1200(14)e.7 | VOLUME CONTROL DAMPER, 1000 X 900 | pcs | - | - | ||||
| 1200(14)e.8 | VOLUME CONTROL DAMPER, 1250 X 900 | pcs | - | - | ||||
| 1200(14)e.9 | VOLUME CONTROL DAMPER, 2050 X 500 | pcs | - | - | ||||
| 1200(14)e.10 | VOLUME CONTROL DAMPER, 250 X 250 | pcs | 4.00 | 4.00 | ||||
| 1200(14)e.11 | VOLUME CONTROL DAMPER, 400 X 400 | pcs | - | - | ||||
| 1200(14)e.12 | VOLUME CONTROL DAMPER, 300 X 300 | pcs | 2.00 | 2.00 | ||||
| 1200(14)e.13 | VOLUME CONTROL DAMPER, 200 X 200 | pcs | 6.00 | 6.00 | ||||
| 1200(14)e.14 | VOLUME CONTROL DAMPER, 150 X 150 | pcs | 2.00 | 2.00 | ||||
| 1200(14)e.15 | VOLUME CONTROL DAMPER, 1350 X 700 | pcs | - | - | ||||
| 1200(14)f.1 | SUPPLY AIR GRILLE, 350 X 350 | pcs | - | - | ||||
| 1200(14)f.2 | SUPPLY AIR GRILLE, 250 X 250 | pcs | - | - | ||||
| 1200(14)f.3 | SUPPLY AIR GRILLE, 300 X 300 | pcs | - | - | ||||
| 1200(14)f.4 | SUPPLY AIR GRILLE, 1050 x 1050 | pcs | 1.00 | 1.00 | ||||
| 1200(14)g.1 | EXHAUST AIR GRILLE, 1000 X 250 | pcs | - | - | ||||
| 1200(14)g.2 | EXHAUST AIR GRILLE, 900 X 900 | pcs | 1.00 | 1.00 | ||||
| 1200(14)g.3 | EXHAUST AIR GRILLE, 150 X 150 | pcs | 1.00 | 1.00 | ||||
| 1200(14)g.4 | EXHAUST AIR GRILLE, 250 X 250 | pcs | 1.00 | 1.00 | ||||
| 1200(14)g.5 | EXHAUST AIR GRILLE, 200 X 200 | pcs | 1.00 | 1.00 | ||||
| 1200(14)g.6 | EXHAUST AIR GRILLE, 300 X 300 | pcs | 1.00 | 1.00 | ||||
| 1200(14)h.1 | SMOKE EXHAUST AIR GRILLE, 1350 X 700 | pcs | - | - | ||||
| 1200(14)i.1 | EXHAUST AIR LOUVER(STORM TYPE), 150 X 150 | pcs | 1.00 | 1.00 | ||||
| 1200(14)i.2 | EXHAUST AIR LOUVER(STORM TYPE), 550 X 300 | pcs | 1.00 | 1.00 | ||||
| 1200(14)i.3 | EXHAUST AIR LOUVER(STORM TYPE), 400 X 300 | pcs | 1.00 | 1.00 | ||||
| 1200(14)i.4 | EXHAUST AIR LOUVER(STORM TYPE), 550 X 500 | pcs | 1.00 | 1.00 | ||||
| 1200(14)i.5 | EXHAUST AIR LOUVER(STORM TYPE), 250 X 200 | pcs | 1.00 | 1.00 | ||||
| 1200(14)i.6 | EXHAUST AIR LOUVER(STORM TYPE), 750 X 300 | pcs | 1.00 | 1.00 | ||||
| 1200(14)j.1 | EXHAUST AIR LOUVER, 200 X 200 | pcs | 1.00 | 1.00 | ||||
| 1200(14)j.2 | EXHAUST AIR LOUVER, 300 X 200 | pcs | 1.00 | 1.00 | ||||
| 1200(14)j.3 | EXHAUST AIR LOUVER, 3000 X 1850 | pcs | - | - | ||||
| 1200(14)j.4 | EXHAUST AIR LOUVER, 1500 X 500 | pcs | - | - | ||||
| 1200(14)j.5 | EXHAUST AIR LOUVER, 700 X 200 | pcs | - | - | ||||
| 1200(14)j.6 | EXHAUST AIR LOUVER, 500 X 200 | pcs | - | - | ||||
| 1200(14)k.1 | TOILET EXHAUST AIR GRILLE, 200 X 200 | pcs | 1.00 | 1.00 | ||||
| 1200(14)k.2 | TOILET EXHAUST AIR GRILLE, 150 X 150 | pcs | 1.00 | 1.00 | ||||
| 1200(14)l.1 | TRANSFER AIR GRILLE, 150 X 150 | pcs | 1.00 | 1.00 | ||||
| 1200(14)l.2 | TRANSFER AIR GRILLE, 200 X 200 | pcs | 2.00 | 2.00 | ||||
| 1200(14)l.3 | TRANSFER AIR GRILLE, 550 X 550 | pcs | 1.00 | 1.00 | ||||
| 1200(14)l.4 | TRANSFER AIR GRILLE, 400 X 400 | pcs | 1.00 | 1.00 | ||||
| 1200(14)l.5 | TRANSFER AIR GRILLE, 300 X 300 | pcs | 1.00 | 1.00 | ||||
| 1200(14)m.1 | FILTER PANEL, 500 X 500 | pcs | - | - | ||||
| 1200(14)m.2 | FILTER PANEL, 500 X 400 | pcs | - | - | ||||
| 1200(14)m.3 | FILTER PANEL, 250 X 250 | pcs | - | - | ||||
| 1200(14)n | DISCHARGE NOZZLE 1300 X 1300 | pcs | - | - | ||||
| 1200(14)o | BELLMOUTH 1100 X 700 | pcs | - | - | ||||
| REFRIGERANT PIPING | ||||||||
| Supply and Delivery | ||||||||
| 1101(36)a | Copper Tube, Hard drawn, 1/2" | LM | 125.00 | 125.00 | ||||
| 1101(36)b | Copper Tube, Hard drawn, 3/8" | LM | 760.00 | 760.00 | ||||
| 1101(36)c | Copper Tube, Hard drawn, 5/8" | LM | 640.00 | 640.00 | ||||
| 1101(36)a.1 | Copper Tube 90 deg Elbow, Hard drawn, 1/2" | LM | 30.00 | 30.00 | ||||
| 1101(36)b.1 | Copper Tube 90 deg Elbow,Hard drawn, 3/8" | LM | 110.00 | 110.00 | ||||
| 1101(36)c.1 | Copper Tube 90 deg Elbow,, Hard drawn, 5/8" | LM | 75.00 | 75.00 | ||||
| Insulation | ||||||||
| 1101(37)a | RUBBER PIPE INSULATION X 1" THK, 1/2" | no | 125.00 | 125.00 | ||||
| 1101(37)b | RUBBER PIPE INSULATION X 1" THK, 3/8" | no | 760.00 | 760.00 | ||||
| 1101(37)c | RUBBER PIPE INSULATION X 1" THK, 5/8" | no | 640.00 | 640.00 | ||||
| CONDENSATE DRAINS | ||||||||
| FCU'S | ||||||||
| 1101(38)a.1 | Condensate Drain Pipe PVC,25mmØ | LM | 100.00 | 100.00 | ||||
| 1101(38)a.2 | Condensate Drain-Elbow45,25mmØ | no. | 40.00 | 40.00 | ||||
| 1101(38)a.3 | Condensate Drain-Wye,25mmØ | no. | 20.00 | 20.00 | ||||
| 1101(38)a.4 | Condensate Drain-End Cup,25mmØ | no. | 30.00 | 30.00 | ||||
| 1101(38)a.5 | Condensate Drain Pipe Rubber Insulation,25mmØ | LM | 100.00 | 100.00 | ||||
| ELECTRICALS : | ||||||||
| POWER & CONTROL WIRING | ||||||||
| 1100(4)b | EMT Pipe, 20mm Ø | m | 66.00 | 66.00 | ||||
| 1100(4)c | EMT Pipe, 25mm Ø | m | 3.00 | 3.00 | ||||
| 1101(2)b2 | THHN Wire, 3.5mm² | m | 351.00 | 351.00 | ||||
| 1101(2)b3 | THHN Wire, 5.5mm² | m | 6.00 | 6.00 | ||||
| 1101(2)b4 | THHN Wire, 8.0mm² | m | - | - | ||||
| 1101(2)b5 | THHN Wire, 14mm² | m | 12.00 | 12.00 | ||||
| 1102(26) | Testing and Commissioning | lot | 1.00 | 1.00 | ||||
| 1102(27) | Consumables | lot | 1.00 | 1.00 | ||||
| 1102(28) | Chemical Treatment | lot | 1.00 | 1.00 | ||||
| OTHERS | ||||||||
| TOTAL FOR PART VIII | Php | |||||||
PART IX
| PROJECT : | MRT - 7 PROJECT | |||||||
| LOCATION : | QUEZON CITY TO SAN JOSE DEL MONTE, BULACAN | |||||||
| CLIENT : | SAN MIGUEL CORP. | |||||||
| SUMMARY OF BID PRICES | ||||||||
| STATION NO. 4 - TANDANG SORA STATION | ||||||||
| ITEM NO. | DESCRIPTION | UNIT | QUANTITY | LESS CONSTRUCTED | NET QUANTITY | UNIT COST (Pesos) | AMOUNT (Pesos) | |
| PART IX - FIRE PROTECTION WORKS | ||||||||
| PUMPS | ||||||||
| 1202(2)a | Fire Pump | Assy. | 2.00 | 2.00 | ||||
| Horizontal Split-Case Centrifugal Fire Pump, Electric motor driven (UL Listed/FM Approved) Capacity: 500 GPM, 347ft TDH, 75 BHP, 3550 RPM, 400V, 3 PH, 60Hz | ||||||||
| 1202(3)a | Jockey Pump | Assy. | 1.00 | 1.00 | ||||
| Vertical In-line Jockey Pump, electric driven motor. Capacity: 30 GPM, 370 ft TDH, 5HP, 3550 RPM, 400V, 3 PH, 60Hz | ||||||||
| 1202(2)b | Fire Pump Control Panel (NEMA 3R) | pc | 2.00 | 2.00 | ||||
| 1202(3)b | Jockey Pump Control Panel (NEMA 3R) | pc | 1.00 | 1.00 | ||||
| 1202(9)c | Sensing Line for Fire and Jockey Pumps | pc | 3.00 | 3.00 | ||||
| 1202(9)a.1 | Galvanized Iron Pipe | lm | 15.00 | 15.00 | ||||
| 1202(9)a.2 | Tee red G.I. 1/2" x 1/4" diameter | pc | 6.00 | 6.00 | ||||
| 1202(9)a.3 | Check Valve, 150mmØ diameter | pc | 3.00 | 3.00 | ||||
| 1202(9)a.4 | Check Valve, 65mmØ diameter | pc | 2.00 | 2.00 | ||||
| 1202(9)a.5 | Pressure Gauge c/w pitcock | pc | 6.00 | 6.00 | ||||
| 1202(9)a.6 | Globe Valve, 150mmØ diameter | pc | 4.00 | 4.00 | ||||
| 1202(9)a.7 | Gate Valve, 65mmØ diameter | pc | 6.00 | 6.00 | ||||
| 1202(9)a.8 | Threadolet, 1/2" diameter | pc | 6.00 | 6.00 | ||||
| BLACK IRON PIPES | ||||||||
| 1602(6)a | B.I. Pipe, Sched. 40, 25mm | m | 300.00 | 300.00 | ||||
| 1602(6)b | B.I. Pipe, Sched. 40, 32mm | m | 300.00 | 300.00 | ||||
| 1602(6)c | B.I. Pipe, Sched. 40, 40mm | m | 300.00 | 300.00 | ||||
| 1602(6)d | B.I. Pipe, Sched. 40, 50mm | m | 300.00 | 300.00 | ||||
| 1602(6)e | B.I. Pipe, Sched. 40, 65mm | m | 200.00 | 200.00 | ||||
| 1602(6)f | B.I. Pipe, Sched. 40, 80mm | m | 200.00 | 200.00 | ||||
| 1602(6)g | B.I. Pipe, Sched. 40, 100mm | m | 400.00 | 400.00 | ||||
| 1602(6)h | B.I. Pipe, Sched. 40, 150mm | m | 200.00 | 200.00 | ||||
| 1602(6)i | Tee Reducer, Coupling & Elbow required to complete the system | lot | 1.00 | 1.00 | ||||
| SPRINKLER HEADS | ||||||||
| 1202(1)a.1 | Upright Sprinkler Heads | pcs | 1,200.00 | 1,200.00 | ||||
| 1202(1)a.2 | Side Wall Sprinkler | pcs | - | - | ||||
| 1202(1)b | Pendent Sprinkler Heads | pcs | 100.00 | 100.00 | ||||
| FIREHOSE CABINET (UL/FM Approved Accessories) | ||||||||
| 1202(5)b | FHC Ø40 complete with accessories and portable fire extinguisher | Assy | 20.00 | 20.00 | ||||
| PORTABLE FIRE EXTINGUISHER | ||||||||
| 1202(6)a1 | 10 lbs Fire Extinguisher (FE-36) | pcs | 60.00 | 60.00 | ||||
| 1202(6)a3 | 10 lbs CO2 FE | pcs | 15.00 | 15.00 | ||||
| 1202(6)a5 | 50 lbs CO2 Wheeled Type FE | pcs | 7.00 | 7.00 | ||||
| 1202(9)a | 33 gals Foam Wheeled Type FE | pcs | 2.00 | 2.00 | ||||
| VALVES AND ACCESSORIES | ||||||||
| Pump Room Valve and Accessories | ||||||||
| 1201(12)a.1 | Gate Valve OSY 150mmØ | pc/s | 8.00 | 8.00 | ||||
| 1201(12)a.2 | Gate Valve 150mmØ | pc/s | 6.00 | 6.00 | ||||
| 1201(12)a.3 | Gate Valve 100mmØ | pc/s | 4.00 | 4.00 | ||||
| 1201(12)a.4 | Gate Valve 65mmØ | pc/s | 2.00 | 2.00 | ||||
| 1201(12)b.1 | Check Valve 150mmØ | pc/s | 3.00 | 3.00 | ||||
| 1201(12)b.3 | Check Valve 65mmØ | pc/s | 2.00 | 2.00 | ||||
| 1201(12)c | Pressure Relief Valve 150mmØ | pc/s | 2.00 | 2.00 | ||||
| 1201(12)d | Alarm Check Valve 150mmØ | pc/s | 2.00 | 2.00 | ||||
| 1201(12)e | Main Control Valve 150mmØ | pc/s | 2.00 | 2.00 | ||||
| 1201(12)f | Flowmeter 150mmØ | pc/s | 1.00 | 1.00 | ||||
| 1201(12)g | Pressure Gauge | pc/s | 6.00 | 6.00 | ||||
| 1201(12)h | Victaulic Coupling 150mmØ | pc/s | 4.00 | 4.00 | ||||
| 1201(12)i | Flexible Coupling 65mmØ | pc/s | 2.00 | 2.00 | ||||
| 1201(12)j | Anti Vortex Plate assembly | set/s | 2.00 | 2.00 | ||||
| 1201(12)k | Water Level Indicator | pc/s | 2.00 | |||||
| General Duty Valves and Accessories | ||||||||
| 1202(4)a | Fire Hose Valve 100mmØ x 65mmØ | pc/s | 8.00 | 8.00 | ||||
| 1202(4)b | Monitored Valve 150mmØ | pc/s | 8.00 | 8.00 | ||||
| 1202(4)c | Floor Control Valve Assembly 150mmØ | set/s | 6.00 | 6.00 | ||||
| 1202(7)a | Fire Dept. Connection 4 Way w/ cap & chain 150mmØ x 65mmØ | set/s | 1.00 | 1.00 | ||||
| 1202(9)a | Inspector Test Connection 2 Way 100mmØ x 65mmØ | set/s | 1.00 | 1.00 | ||||
| 1202(9)b | Inspector Test Connection Assembly 25mmØ | set/s | 4.00 | 4.00 | ||||
| 1202(10) | Pump Test Connection 2 way 150mmØ x 65mmØ | set/s | 1.00 | 1.00 | ||||
| 1202(11) | Alarm Test Module | set/s | 6.00 | 6.00 | ||||
| 1202(12)a.1 | Automatic Air vent 100mmØ | pc/s | 4.00 | 4.00 | ||||
| 1202(12)a.2 | Automatic Air vent 150mmØ | pc/s | 2.00 | 2.00 | ||||
| 1201(12)b.1 | Check Valve 150mmØ | pc/s | 1.00 | 1.00 | ||||
| 1201(12)b.2 | Check Valve 100mmØ | pc/s | 1.00 | 1.00 | ||||
| 1202(13) | Flow Switch | pc/s | 6.00 | 6.00 | ||||
| FIRE SUPPRESSION SYSTEM | ||||||||
| 1202(14)a | PRE-ACTION SUPPRESSION SYSTEM (Genset Room) | lot | 1.00 | 1.00 | ||||
| 1202(14)b | CLEAN-AGENT GAS SUPPRESSION SYSTEM (TPSSR, SUBSTATION, CER, SCCR & BATTERY ROOMS) | set/s | 6.00 | 6.00 | ||||
| 1202(15) | TESTING & COMMISSIONING | lot | 1.00 | 1.00 | ||||
| 1202(16) | CONSUMABLES | lot | 1.00 | 1.00 | ||||
| OTHERS | ||||||||
| TOTAL FOR PART IX | Php | |||||||
PART X
| PROJECT : | MRT - 7 PROJECT | |||||||
| LOCATION : | QUEZON CITY TO SAN JOSE DEL MONTE, BULACAN | |||||||
| CLIENT : | SAN MIGUEL CORP. | |||||||
| SUMMARY OF BID PRICES | ||||||||
| STATION NO. 4 - TANDANG SORA STATION | ||||||||
| ITEM NO. | DESCRIPTION | UNIT | QUANTITY | LESS CONSTRUCTED | NET QUANTITY | UNIT COST (Pesos) | AMOUNT (Pesos) | |
| PART X - PLUMBING AND SANITARY WORKS | ||||||||
| EQUIPMENTS | ||||||||
| 1201(4)a | DUPLEX SUMP PUMP 1 and 2 | set | 1.00 | 1.00 | ||||
| Submersible Non-Clog Pump, electric driven motor | ||||||||
| 1201(5)a | SEWAGE PUMP 1 and 2 | Assy. | - | - | ||||
| Submersible Non-Clog Pump W/ cutting system, electric driven motor | ||||||||
| 1201(6)a | TRIPLEX CPS BOOSTER PUMP | set | 1.00 | 1.00 | ||||
| Vertical Multi-Stage Centrifigal Pump, Complete with control panel and bladder tank. Electric driven motor c/w variable frequency drive. Capacity: 50 GPM, 162 ft TDH, 5 HP, 3500 RPM, 400V, 3 PHASE, 60Hz | ||||||||
| STORM DRAINAGE SYSTEM | ||||||||
| HDPE DRAIN PIPES | ||||||||
| 1001(1)c4 | 150 mmØ | meters | 70.00 | 70.00 | ||||
| 1001(1)c5 | 200 mmØ | meters | 49.00 | 49.00 | ||||
| 1001(1)c6 | 250 mmØ | meters | 104.00 | 104.00 | ||||
| 1001(1)c7 | 300 mmØ | meters | 137.00 | 137.00 | ||||
| 1001(1)c9 | 400 mmØ | meters | 135.00 | 135.00 | ||||
| 1001(1)c10 | 450 mmØ | meters | - | - | ||||
| 1001(1)c11 | 560 mmØ | meters | - | - | ||||
| PVC PIPES AND FITTINGS | ||||||||
| 1001(1)a6 | 75 mmØ | meters | 14.00 | 14.00 | ||||
| 1001(1)a7 | 100 mmØ | meters | 56.00 | 56.00 | ||||
| 1001(1)a8 | 150 mmØ | meters | 1,007.00 | 1,007.00 | ||||
| 1001(1)a9 | 200 mmØ | meters | - | - | ||||
| 1001(1)a10 | 250 mmØ | meters | - | - | ||||
| Wye / Wye Reducer | ||||||||
| 1001(1)a8.1 | 150 x 100 mm Ø | pcs | - | - | ||||
| 1001(1)a9.1 | 200 x 150 mm Ø | pcs | - | - | ||||
| 1001(1)a10.1 | 250 x 200 mm Ø | pcs | - | - | ||||
| Elbow | ||||||||
| 1001(1)a8.2 | 150 mm Ø Elbow(45 deg) | pcs | - | - | ||||
| 1001(1)a8.3 | 150 mm Ø Elbow(90 deg) | pcs | - | - | ||||
| 1001(1)a9.2 | 200 mm Ø Elbow(45 deg) | pcs | - | - | ||||
| 1001(1)a9.3 | 200 mm Ø Elbow(90 deg) | pcs | - | - | ||||
| 1001(1)a10.2 | 250 mm Ø Elbow(45 deg) | pcs | - | - | ||||
| 1001(1)a10.3 | 250 mm Ø Elbow(90 deg) | pcs | - | - | ||||
| Cleanout | ||||||||
| 1001(1)a9.4 | 200 mm Ø Cleanout | pcs | - | - | ||||
| 1001(1)a8.4 | 150 mm Ø Cleanout | pcs | - | - | ||||
| DRAINS AND CLEANOUTS | ||||||||
| ROOF DRAINS | ||||||||
| 1017(1)b | 75 mmØ | set | 20.00 | 20.00 | ||||
| 1017(1)d | 150 mmØ | set | 34.00 | 34.00 | ||||
| FLOOR DRAINS | ||||||||
| 1002(16)b2 | 75 mmØ | set | 25.00 | 25.00 | ||||
| TRENCH DRAIN | ||||||||
| 1017(4)a | 100 mmØ | pcs | - | - | ||||
| TRENCH GRATING | ||||||||
| 1001(5)c | Catch Basin | set | 30.00 | 30.00 | ||||
| 1017(5)a | 200 mm X 1000 mm | pcs | - | - | ||||
| HDPE PIPES AND FITTINGS (SUMP PIT DISCH PIPE) | ||||||||
| 1001(1)c3 | 100 mmØ | meters | - | - | ||||
| 1001(1)c4 | 150 mmØ | meters | 30.00 | |||||
| CONDENSATE DRAIN SYSTEM | ||||||||
| PVC PIPES AND FITTINGS | ||||||||
| 1002(3)a | 20 mmØ | meters | - | - | ||||
| 1002(3)e | 50 mmØ | meters | 84.00 | 84.00 | ||||
| SEWER AND WASTE SYSTEM | ||||||||
| u-PVC PIPES AND FITTINGS | ||||||||
| 1001(1)a1 | 50 mmØ | meters | 49.00 | 49.00 | ||||
| 1001(1)a2 | 75 mmØ | meters | 20.00 | 20.00 | ||||
| 1001(1)a3 | 100 mmØ | meters | 143.00 | 143.00 | ||||
| 1001(1)a4 | 150mmØ | meters | 90.00 | 90.00 | ||||
| Wye / Wye Reducer | ||||||||
| 1001(1)a1.1 | 50 x 50 mm Ø | pcs | - | - | ||||
| 1001(1)a2.1 | 75 x 50 mm Ø | pcs | - | - | ||||
| 1001(1)a3.1 | 100 x 100 mm Ø | pcs | - | - | ||||
| 1001(1)a4.1 | 150 x 150 mm Ø | pcs | - | - | ||||
| Elbow | ||||||||
| 1001(1)a1.2 | 50 mm Ø Elbow(45 deg) | pcs | - | - | ||||
| 1001(1)a1.3 | 50 mm Ø Elbow(90 deg) | pcs | - | - | ||||
| 1001(1)a2.2 | 75 mm Ø Elbow(45 deg) | pcs | - | - | ||||
| 1001(1)a2.3 | 75 mm Ø Elbow(90 deg) | pcs | - | - | ||||
| 1001(1)a3.2 | 100 mm Ø Elbow(45 deg) | pcs | - | - | ||||
| 1001(1)a3.3 | 100 mm Ø Elbow(90 deg) | pcs | - | - | ||||
| 1001(1)a4.2 | 150 mm Ø Elbow(45 deg) | pcs | - | - | ||||
| 1001(1)a4.3 | 150 mm Ø Elbow(90 deg) | pcs | - | - | ||||
| Cleanout | ||||||||
| 1001(1)a1.4 | 50 mm Ø Cleanout | pcs | - | - | ||||
| 1001(1)a2.4 | 75 mm Ø Cleanout | pcs | - | - | ||||
| 1001(1)a3.4 | 100 mm Ø Cleanout | pcs | 6.00 | 6.00 | ||||
| 1001(1)a4.4 | 150 mm Ø Cleanout | pcs | 2.00 | 2.00 | ||||
| DRAINS AND CLEANOUTS | ||||||||
| FLOOR CLEANOUTS | ||||||||
| 1002(16)b2 | 75 mmØ | pcs | 4.00 | 4.00 | ||||
| 1002(16)b3 | 100 mmØ | pcs | 4.00 | 4.00 | ||||
| 1002(16)b4 | 150mmØ | pcs | 7.00 | 7.00 | ||||
| FLOOR DRAIN | ||||||||
| 1002(16)b1 | 50 mmØ | pcs | 16.00 | 16.00 | ||||
| PLUMBING FIXTURES | ||||||||
| 1002(7)c | Water Closet | Assy. | 9.00 | 9.00 | ||||
| Floor Mounted, Bottom Outlet, Two-Piece Type | ||||||||
| Bowl Material - Vitreous China | ||||||||
| Style - Reservior Tank with Dual Flash Feature | ||||||||
| Height - Standard | ||||||||
| Rim Contour - 1.28 gal. (4.8 L) per flush | ||||||||
| Color - Bone White | ||||||||
| Bowl-to-Drain Connection Fitting -Standard Plastic Fitting | ||||||||
| Toilet Seat - Commercial Standard Plastic | ||||||||
| Shape - Elongated Rim, Closed front | ||||||||
| Hinge - Self raising, non-corroding metal, set cover is required, color white | ||||||||
| 1002(9)a | URINAL | |||||||
| Wall Hung Urinal | Assy. | 3.00 | 3.00 | |||||
| Back Outlet, Blowout | ||||||||
| Material - Vitreous China | ||||||||
| Spud Size and Location - DN 32mm, top | ||||||||
| Outlet Size and Location - DN 50mm, back | ||||||||
| Color - Bone white | ||||||||
| Waste Fitting - size DN 50mm | ||||||||
| 1002(9)b | Urinal Flush-Valves | Assy. | 2.00 | 2.00 | ||||
| Lever Handle, Diaphragm Flush-Valves | ||||||||
| Minimum Pressure Rating - 860 kPa | ||||||||
| Features - Include integral check | ||||||||
| Material - Brass body with corrosion-resistant components | ||||||||
| Exposed Flushometer, Valve Finished - Chrome plated | ||||||||
| Panel Finished - Chrome plated or stainless steel, Style - Concealed | ||||||||
| Consumption - 0.5 gal. per flush | ||||||||
| Minimum Inlet - DN 25, Minimum Outlet - DN 32 | ||||||||
| 1002(11)a | SINK | |||||||
| Service Basins | Assy. | 13.00 | 13.00 | |||||
| Stainless Steel, Floor Mounted | ||||||||
| Shape - Square | ||||||||
| Nominal Size - 610x610mm | ||||||||
| Height - 600mm | ||||||||
| Rim Guard - On all top surfaces | ||||||||
| Drain - Grid with DN 80mm outlet | ||||||||
| 1002(11)b | Utility Sinks | Assy. | - | - | ||||
| Stainless Steel, Counter-Mounted | ||||||||
| Type - With drain pan | ||||||||
| No. of Compartments - two | ||||||||
| Overall dimensions - 1200x500mm | ||||||||
| Metal Thickness - 1.3mm | ||||||||
| Faucet: Number Required - One, Mounting - On ledge | ||||||||
| Waste fittings: Trap Size - DN 50, Material - Chrome plated | ||||||||
| Compartment: | ||||||||
| Dimension - 450x450mm | ||||||||
| Drain - DN 40mm tail piece with stopper | ||||||||
| Drain Location - Centered in compartment | ||||||||
| 1002(14)a | Vitreous-China, Wall-Mounted Lavatories with Back | Assy. | - | - | ||||
| Nominal Size: Oval, 483 by 406mm | ||||||||
| Faucet-Hole Punching - One hole | ||||||||
| Faucet-Hole Location - Top | ||||||||
| Mounting Material - Chair Carrier | ||||||||
| Color - White, Faucet - Solid Brass, Manually operated faucets | ||||||||
| Lavatory Faucets: | ||||||||
| Manual type, single-control non-mixing, commercial, general duty | ||||||||
| solid brass wave (Standard: ASME A112.18.1) | ||||||||
| Include hot-and-cold water indicators | ||||||||
| Finished - Polished chrome plate | ||||||||
| Max. Flow Rate -0.5 L/min, Min. | ||||||||
| Valve Handle - Single Lever, 102mm | ||||||||
| 1002(15)a | LAVATORY | |||||||
| Vitreous-China, Counter-Mounted Lavatories | Assy. | - | - | |||||
| Oval, Under-counter mounted | ||||||||
| Nominal Size - Oval 559x356mm | ||||||||
| Fauce-Hole Punching - No holes | ||||||||
| Faucet-Hole Location - On Countertop | ||||||||
| Mounting Material - Sealant and under-counter mounting kit | ||||||||
| Color - White, Faucet - Solid brass, manually operated faucets | ||||||||
| 1002(19)a | SHOWER | |||||||
| Individual Showers | Assy. | - | - | |||||
| Standard: ANSIZ124.1.2 | ||||||||
| Style: Standard | ||||||||
| Faucet - Shower faucets | ||||||||
| Outlet - Drain with DN 50mm outlet | ||||||||
| 1002(19)b | Shower Faucets | Assy. | - | - | ||||
| Body Material: Solid brass | ||||||||
| Finish - Polished Chrome plate | ||||||||
| Maximum Flow Rate - 9.5 L/m unless otherwise indicated | ||||||||
| Mounting - Exposed | ||||||||
| Operation - Single handle, push-pull control | ||||||||
| Anti-scald Devise - Not required | ||||||||
| Check Stops - Check Valve type | ||||||||
| Supply Connection - DN 15mm | ||||||||
| Shower Head: | ||||||||
| Type - Integral with mounting flange | ||||||||
| Shower Head Material - Metallic with chrome plated finish | ||||||||
| Spray Pattern - Fixed | ||||||||
| Body Material - Solid brass | ||||||||
| Operation - Single-handle, push-pull control | ||||||||
| 1002(29) | TOILET PAPER HOLDER | |||||||
| Toilet Paper Holder | Assy. | 5.00 | 5.00 | |||||
| 1002(30) | HAND DRYER | |||||||
| Hand Dryer | Assy. | 2.00 | 2.00 | |||||
| TOILET AND BATHROOM ACCESSORIES | ||||||||
| 1004(2)g.3 | PWD Grab Bar, L-shaped | no | 2.00 | 2.00 | ||||
| 1004(2)g.4 | PWD Vertical Grab Rail, 600mm | no. | 2.00 | 2.00 | ||||
| 1002(15)c | Lavatory Countertop | Im | 18.00 | 18.00 | ||||
| 1002(16)b.1 | Floor Drain | no | - | - | ||||
| 1002(20)a.1 | Facial Mirror (450X2500X6T) | no | 10.00 | 10.00 | ||||
| 1002(31) | Liquid Soap Dispenser | no. | 2.00 | 2.00 | ||||
| 1002(32) | Ledge Top | m | - | - | ||||
| 1002(33) | Recessed Trash Bin | no | 3.00 | 3.00 | ||||
| 1002(34) | 12 MM THK Intermediate Panel Compact Laminate (toilet door) | no | - | - | ||||
| DEMOUNTABLE PARTITIONS | ||||||||
| 1003(25)a | Toilet Partition | no | - | - | ||||
| 1003(25)b | Urinal partition | no | - | - | ||||
| VENT SYSTEM | ||||||||
| PVC PIPES AND FITTINGS | ||||||||
| uPVC Pipes | ||||||||
| 1001(1)a1 | 50 mmØ | meters | 246.00 | 246.00 | ||||
| 1001(1)a2 | 75 mmØ | meters | 60.00 | 60.00 | ||||
| 1001(1)a3 | 100 mmØ | meters | 14.00 | 14.00 | ||||
| Coupling Reducer | ||||||||
| 1001(1)a1.1 | 50 x 50 mm Ø | pcs | - | - | ||||
| 1001(1)a2.1 | 75 x 50 mm Ø | pcs | - | - | ||||
| Elbow | ||||||||
| 1001(1)a1.2 | 50 mm Ø Elbow(45 deg) | pcs | - | - | ||||
| 1001(1)a1.3 | 50 mm Ø Elbow(90 deg) | pcs | - | - | ||||
| 1001(1)a2.2 | 75 mm Ø Elbow(45 deg) | pcs | - | - | ||||
| POTABLE WATER LINE SYSTEM | ||||||||
| STAINLESS STEEL PIPES AND FITTINGS | ||||||||
| 1002(28)a | 75 mmØ | meters | - | - | ||||
| 1002(28)b | 100 mmØ | meters | 8.00 | 8.00 | ||||
| 1002(28)c | 150 mmØ | meters | - | - | ||||
| Coupling Reducer | ||||||||
| 1002(28)a.1 | 75 x 50 mm Ø | pcs | - | - | ||||
| 1002(28)b.1 | 100 x 100 mm Ø | pcs | - | - | ||||
| 1002(28)c.1 | 150 x 150 mm Ø | pcs | - | - | ||||
| Elbow | ||||||||
| 1002(28)a.2 | 75 mm Ø Elbow(45 deg) | pcs | - | - | ||||
| 1002(28)a.3 | 75 mm Ø Elbow(90 deg) | pcs | - | - | ||||
| 1002(28)b.2 | 100 mm Ø Elbow(45 deg) | pcs | - | - | ||||
| 1002(28)b.3 | 100 mm Ø Elbow(90 deg) | pcs | - | - | ||||
| 1002(28)c.2 | 150 mm Ø Elbow(45 deg) | pcs | - | - | ||||
| 1002(28)c.3 | 150 mm Ø Elbow(90 deg) | pcs | - | - | ||||
| PPR PIPES AND FITTINGS | ||||||||
| 1002(2)a3 | 20 mmØ | meters | 408.00 | 408.00 | ||||
| 1002(2)b3 | 25 mmØ | meters | 129.00 | 129.00 | ||||
| 1002(2)c3 | 32 mmØ | meters | 43.00 | 43.00 | ||||
| 1002(2)d3 | 40 mmØ | meters | 57.00 | 57.00 | ||||
| 1002(2)e3 | 50 mmØ | meters | 50.00 | 50.00 | ||||
| 1002(2)f3 | 65 mmØ | meters | 145.00 | 145.00 | ||||
| 1002(2)h3 | 100 mmØ | meters | - | - | ||||
| 1002(2)i3 | 15 mmØ | meters | 19.00 | 19.00 | ||||
| Coupling Reducer | ||||||||
| 1002(2)e3.2 | 50 x 50 mm Ø | pcs | - | - | ||||
| 1002(2)g3.1 | 75 x 50 mm Ø | pcs | - | - | ||||
| 1002(2)h3.1 | 100 x 100 mm Ø | pcs | - | - | ||||
| Elbow | ||||||||
| 1002(2)e3.3 | 50 mm Ø Elbow(45 deg) | pcs | - | - | ||||
| 1002(2)e3.4 | 50 mm Ø Elbow(90 deg) | pcs | - | - | ||||
| 1002(2)g3.2 | 75 mm Ø Elbow(45 deg) | pcs | - | - | ||||
| 1002(2)g3.3 | 75 mm Ø Elbow(90 deg) | pcs | - | - | ||||
| 1002(2)h3.2 | 100 mm Ø Elbow(45 deg) | pcs | - | - | ||||
| 1002(2)h3.3 | 100 mm Ø Elbow(90 deg) | pcs | - | - | ||||
| HDPE PIPES AND FITTINGS (WATER SUPPLY TO TANK) | ||||||||
| 1001(1)c1.1 | 50 mmØ | meters | 32.00 | 32.00 | ||||
| 1001(1)c1.2 | 65 mmØ | meters | 106.00 | 106.00 | ||||
| VALVES AND ACCESSORIES | ||||||||
| GATE VALVE | ||||||||
| 1603(2)a | 15 mmØ | pcs | 1.00 | 1.00 | ||||
| 1603(2)b | 20 mmØ | pcs | 15.00 | 15.00 | ||||
| 1603(2)c | 25 mmØ | pcs | 4.00 | 4.00 | ||||
| 1603(2)d | 32 mmØ | pcs | 4.00 | 4.00 | ||||
| 1603(2)e | 40 mmØ | pcs | 1.00 | 1.00 | ||||
| 1603(2)f | 50 mmØ | pcs | 2.00 | 2.00 | ||||
| 1603(2)g | 65 mmØ | pcs | 4.00 | 4.00 | ||||
| 1603(2)h | 75 mmØ | pcs | - | - | ||||
| 1603(2)i | 100 mmØ | pcs | 6.00 | 6.00 | ||||
| 1603(2)j | 150mØ | pcs | - | - | ||||
| 1603(3) | WATER HAMMER ARRESTOR | pcs | - | - | ||||
| WYE STRAINER | ||||||||
| 1603(2)g.1 | 65 mmØ | pcs | 1.00 | 1.00 | ||||
| 1603(2)h.1 | 100 mmØ | pcs | 2.00 | 2.00 | ||||
| PRESSURE REDUCING VALVE | ||||||||
| 1603(2)i.1 | 25 mmØ | pcs | 1.00 | 1.00 | ||||
| CHECK VALVE | ||||||||
| 1603(2)f.2 | 50 mmØ | pcs | 3.00 | 3.00 | ||||
| 1603(2)g.2 | 65 mmØ | pcs | - | - | ||||
| FLOAT VALVE | ||||||||
| 1603(2)f.3 | 50 mmØ | pcs | 2.00 | 2.00 | ||||
| 1603(2)g.3 | 65 mmØ | pcs | 2.00 | 2.00 | ||||
| HOSE BIBB | ||||||||
| 1002(22)a | 15 mmØ | pcs | 13.00 | 13.00 | ||||
| WATER METER | ||||||||
| 1002(23)d | 65 mmØ | pcs | 1.00 | 1.00 | ||||
| IRRIGATION WATER LINE SYSTEM | ||||||||
| PPR PIPES AND FITTINGS | ||||||||
| 1002(2)a3 | 20 mmØ | meters | - | - | ||||
| 1002(2)b3 | 25 mmØ | meters | - | - | ||||
| 1002(2)c3 | 32 mmØ | meters | - | - | ||||
| 1002(2)d3 | 40 mmØ | meters | - | - | ||||
| 1002(2)e3 | 50 mmØ | meters | - | - | ||||
| SEWAGE TREATMENT PLANT | ||||||||
| 1001(17) | Sewage Treatment Plant | lot | 1.00 | 1.00 | ||||
| 1001(18) | TESTING & COMMISSIONING | lot | 1.00 | 1.00 | ||||
| 1001(19) | CONSUMABLES | lot | 1.00 | 1.00 | ||||
| OTHERS | ||||||||
| TOTAL FOR PART X | Php | |||||||
PART XI
| PROJECT : | MRT - 7 PROJECT | |||||||
| LOCATION : | QUEZON CITY TO SAN JOSE DEL MONTE, BULACAN | |||||||
| CLIENT : | SAN MIGUEL CORP. | |||||||
| SUMMARY OF BID PRICES | ||||||||
| STATION NO. 4 - TANDANG SORA STATION | ||||||||
| ITEM NO. | DESCRIPTION | UNIT | QUANTITY | LESS CONSTRUCTED | NET QUANTITY | UNIT COST (Pesos) | AMOUNT (Pesos) | |
| PART XI - VERTICAL TRANSPORTATION SYSTEM | ||||||||
| EQUIPMENTS | ||||||||
| ELEVATORS | ||||||||
| 1203(1)c.1 | Elevator (PE-04-01) | Assy. | 4.00 | |||||
| Single, Wide Type | ||||||||
| No. of Persons: 14 | ||||||||
| No. of Stops: 2/3 | ||||||||
| Contract Capacity: 1,050 | ||||||||
| Contract Speed: 1.00 m/s | ||||||||
| Shaft Size: Width - 2,700 mm, Depth - 2,300 mm | ||||||||
| Car Size Dimension: | ||||||||
| Internal Width - 1,600 mm | ||||||||
| Internal Depth - 1,500 mm | ||||||||
| Internal Car Height - 2,430 mm | ||||||||
| Structural Car Height - 2,600 mm | ||||||||
| Smooth Landing, Overload Holding Stop, Car Light/Fan Shut-Off-Automatic | ||||||||
| Car Call Erase, Attendant Service, Car Arrival Chime With Digital Floor Indicator | ||||||||
| Interphone/Intercome with Back-up Battery | ||||||||
| Auto Operation by AB Emergnecy Power Source | ||||||||
| ESCALATORS | ||||||||
| 1203(3)a.1 | Escalator no. 1 & 2 | Assy. | 2.00 | 2.00 | ||||
| Single, Outdoor, Heavy | ||||||||
| Step Width: 1,004 mm | ||||||||
| Escalator Width: 1,550 mm | ||||||||
| Rated Speed: 0.5 m/s | ||||||||
| Angle of Inclination: 30 | ||||||||
| No. of Flat Steps: 3 | ||||||||
| Vertical Rise: 12,652 mm | ||||||||
| Beam to Beam Distance: 29,604 mm | ||||||||
| Truss Length: 29,464 mm | ||||||||
| Top Trusswork: Length - 2,970 mm, Depth - 1,050 mm | ||||||||
| Bottom Trusswork: Length - 2,700 mm, Depth - 1,050 mm | ||||||||
| 1203(3)a.2 | Escalator no. 3 & 4 | Assy. | 2.00 | 2.00 | ||||
| Single, Outdoor, Heavy | ||||||||
| Step Width: 1,004 mm | ||||||||
| Escalator Width: 1,550 mm | ||||||||
| Rated Speed: 0.5 m/s | ||||||||
| Angle of Inclination: 30 | ||||||||
| No. of Flat Steps: 3 | ||||||||
| Vertical Rise: 7,370 mm | ||||||||
| Beam to Beam Distance: 18,706 mm | ||||||||
| Truss Length: 18,566 mm | ||||||||
| Top Trusswork: Length - 2,970 mm, Depth - 1,050 mm | ||||||||
| Bottom Trusswork: Length - 2,700 mm, Depth - 1,050 mm | ||||||||
| OTHERS | ||||||||
| TOTAL FOR PART XI | Php | |||||||
PART XII
| PROJECT : | MRT - 7 PROJECT | |||||||
| LOCATION : | QUEZON CITY TO SAN JOSE DEL MONTE, BULACAN | |||||||
| CLIENT : | SAN MIGUEL CORP. | |||||||
| SUMMARY OF BID PRICES | ||||||||
| STATION NO. 4 - TANDANG SORA STATION | ||||||||
| ITEM NO. | DESCRIPTION | UNIT | QUANTITY | LESS CONSTRUCTED | NET QUANTITY | UNIT COST (Pesos) | AMOUNT (Pesos) | |
| PART XII - DAYWORKS | ||||||||
| MATERIALS | ||||||||
| M101 | Portland Cement | bag | ||||||
| M102 | Fine Aggregates | cu.m. | ||||||
| M103 | Course Aggregates | cu.m. | ||||||
| M104 | Water for Concrete | cu.m. | ||||||
| M105 | Ready Mix Concrete, 3000 psi | cu.m. | ||||||
| M106 | Ready Mix Concrete, 3500 psi | cu.m. | ||||||
| M107 | Ready Mix Concrete, 4000 psi | cu.m. | ||||||
| M108 | Ready Mix Concrete, 4500 psi | cu.m. | ||||||
| M109 | Ready Mix Concrete, 5000 psi | cu.m. | ||||||
| M110 | Ready Mix Concrete, 6000 psi | cu.m. | ||||||
| M111 | Concrete Admixture | liter | ||||||
| M112 | Reinforcing Steel, Grade 40 | kg | ||||||
| M113 | Reinforcing Steel, Grade 60 | kg | ||||||
| M114 | Structural Steel | kg | ||||||
| M115 | Form Lumber | bd.ft. | ||||||
| M116 | Steel Formworks | sq.m. | ||||||
| M117 | Tie Wire | kg | ||||||
| M118 | Marine Plywood - 1/2" x 4' x 8' | pc | ||||||
| M119 | Marine Plywood - 3/4" x 4' x 8' | pc | ||||||
| M120 | Acoustic Ceilling Board, 16mm thick | pc | ||||||
| M121 | Fiber Cement Board, 6mm | pc | ||||||
| M122 | Gypsum Board, 12mm | pc | ||||||
| M123 | Prepainted Roofing Sheets | l.m. | ||||||
| M124 | Paint, Enamel | gal | ||||||
| M125 | Paint, Latex | gal | ||||||
| M126 | Chain Link Fence | sq.m. | ||||||
| M127 | Lubricating Oil | liter | ||||||
| M128 | Diesel Fuel | liter | ||||||
| M129 | Premium Gasoline | liter | ||||||
| M130 | CW Nails | kg | ||||||
| M131 | Aggregate Subbase Course | cu.m. | ||||||
| M132 | Common Borrow Materials | cu.m. | ||||||
| M133 | Concrete Hollow Blocks, 150mm | pc | ||||||
| M134 | Concrete Hollow Blocks, 200mm | pc | ||||||
| Other Materials | ||||||||
| EQUIPMENT | ||||||||
| E101 | Concrete Batch Plant | hr | ||||||
| E102 | Wheel Loader, 1.50 cu.m. | hr | ||||||
| E103 | Dump Truck, 10 cu.m. | hr | ||||||
| E104 | Backhoe, 0.80 cu.m. | hr | ||||||
| E105 | Backhoe with Hydraulic Breaker, 0.80 cu.m. | hr | ||||||
| E106 | Trailer Truck, 20 MT | hr | ||||||
| E107 | Boom Truck, 2-5 MT | hr | ||||||
| E108 | Cargo/Service Truck, 9-10 MT | hr | ||||||
| E109 | Service Crane/Crawler Crane, All Models, 21-25MT, 145 Hp | hr | ||||||
| E110 | Truck Mounted Crane, 41-45 Tons, 246 HP | hr | ||||||
| E111 | Truck Mounted Crane with Bucket, All Models, 41-45 MT, 246 HP | hr | ||||||
| E112 | Truck Mounted Scissor Lift, Terrain, 40 ft hts x 46 ft range | hr | ||||||
| E113 | Crawler Crane, 51-60 Tons | hr | ||||||
| E114 | Vibratory Plate Compactor, 5 HP | hr | ||||||
| E115 | Walk Behind Roller, 2 Smooth Drums, 6.5 HP | hr | ||||||
| E116 | Transit Mixer, 8 cm | hr | ||||||
| E117 | Bagger Mixer, 1-2 bagger | hr | ||||||
| E118 | Concrete Vibrator | hr | ||||||
| E119 | Concrete Pumpcrete, 130 HP | hr | ||||||
| E120 | Water Pump, 7.5 HP | hr | ||||||
| E121 | Water Truck/Pump, 16000L capacity | hr | ||||||
| E122 | Submersible Pump including Hose, 150mm dia. | hr | ||||||
| E123 | Generator Set, 100 KW | hr | ||||||
| E124 | Air Compressor, 86-125 cfm cap., 42 HP | hr | ||||||
| E125 | Tower Lights, 28ft. High, 400 watts, 10.50 HP, with Generator of 5kW | hr | ||||||
| E126 | Welding Machine, 500 Amperes | hr | ||||||
| E127 | Oxy/Acetylene Cutting Outfit | hr | ||||||
| E128 | Steel Ladder | hr | ||||||
| E129 | Jackhammer/Pneumatic Breaker | hr | ||||||
| E130 | Bar Cutter, Electric, 32mm Cap | hr | ||||||
| E131 | Bar Bender, Electric, 32mm Cap | hr | ||||||
| E132 | Pick-up Service Vehicle | hr | ||||||
| Other Equipment | ||||||||
| LABOR | ||||||||
| L101 | Foreman | day | ||||||
| L102 | Highly Skilled Labor | day | ||||||
| L103 | Skilled Labor | day | ||||||
| L104 | Semi-Skilled Labor | day | ||||||
| L105 | Unskilled Labor | day | ||||||
| L106 | Driver | day | ||||||
| L107 | Light Equipment Operator | day | ||||||
| L108 | Heavy Equipment Operator | day | ||||||
| L109 | Electrician | day | ||||||
| L110 | Mechanic | day | ||||||
| Other Labor | ||||||||
| OTHERS | ||||||||
| TOTAL FOR PART XII | Php | |||||||