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Construction of Multi-Purpose Building (Evacuation Center) at Sitio Calumpit, Brgy. Talisay, Tiaong, Quezon

Buying agencyMUNICIPALITY OF TIAONG, QUEZON

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Approved budget₱4,998,590.85
Time remaining23 days leftDeadline Nov 23, 2026, 4:00 PM
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Reference 13313904

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B.5 Project Billboard/Signboard Quantity: 1.00 each Materials: Ordinary Plywood ( 1/2" x 4' x 8') 2.00 pcs. Coco Lumber (2" x 3" x 12') 5.00 pcs. Tarpaulin (8' x 8') 1.00 unit Assorted CWN 1.00 kg. Labor: 1 Carpenter 0.50 day 2 Laborer 0.50 day B.7 Construction Safety and Health Quantity: 1.00 lot Materials Safety Helmet 10.00 pc(s) Hand Gloves 10.00 pair(s) Safety Shoes 10.00 pair(s) Misc (Medicine, Medicine Cabinet, Water, First Aid Kit) 1.00 lot 803(1)a Structure Excavation Quantity 72.24 cu.m Labor 1 Foreman 2.00 days 3 Laborer 2.00 days Equipment 1 Backhoe (0.80 cu.m) 4.00 hour 2 Dump Truck (12 cu.yd) 4.00 hour 804(1)a Embankment from Structure Excavation Quantity 42.70 cu.m Labor 1 Foreman 2.00 days 3 Laborer 2.00 days Equipment 1 Backhoe (0.80 cu.m) 4.00 hour 1 Plate Compactor 4.00 hour 804(7) Gravel Fill Quantity 6.42 cu.m Materials Gravel Fill 6.741 cu.m Labor 1 Foreman 1.00 days 3 Laborer 1.00 days Equipment 1 Plate Compactor 3.00 hour 1 Minor Tools (10% of Labor Cost) 1.00 lot 900(1)c Structural Concrete (3000 psi, Class A, 28 days) Quantity 57.92 cu.m Materials Ready Mix Concrete 3000Psi @ 28 Days 57.9156 cu.m Labor 1 Foreman 2.00 days 2 Skilled Laborer 2.00 days 6 Laborer 2.00 days Equipment 2 Concrete Vibrator 16.00 hour 1 Pumpcrete 4.00 hour 1 Minor Tools (10% of Labor Cost) 1.00 lot 900(1)d Structural Concrete (4000 psi, Class A, 28 days) Quantity 50.35 cu.m Materials Ready Mix Concrete 4000Psi @ 28 Days 50.3472 cu.m Labor 1 Foreman 2.00 days 2 Skilled Laborer 2.00 days 6 Laborer 2.00 days Equipment 2 Concrete Vibrator 14.00 hour 1 Pumpcrete 4.00 hour 1 Minor Tools (10% of Labor Cost) 1.00 lot 902(1)a1 Reinforcing Steel (Deformed) Grade 40 Quantity 2,953.95 kg Materials Reinforcing Steel Bars Deformed Grade 40 2,954.00 kg GI Tie Wire #16 45.00 kg Labor 1 Foreman 3.00 days 3 Skilled Laborer 3.00 days 12 Laborer 3.00 days Equipment 1 Bar Cutter 10.00 hour 1 Bar Bender 10.00 hour 1 Minor Tools (10% of Labor Cost) 1.00 lot 902(1)a2 Reinforcing Steel (Deformed) Grade 60 Quantity 6,980.43 kg Materials Reinforcing Steel Bars Deformed Grade 60 6,981.00 kg GI Tie Wire #16 105.00 kg Labor 1 Foreman 7.00 days 3 Skilled Laborer 7.00 days 12 Laborer 7.00 days Equipment 1 Bar Cutter 24.00 hour 1 Bar Bender 24.00 hour 1 Minor Tools (10% of Labor Cost) 1.00 lot 903(2) Formworks and Falseworks Quantity 198.68 sq.m Materials Phenolic Board - 1.22m x 2.44m x 18mm 14.00 pc Good Lumber 235.00 bd.ft Consumables (1% of Materials Cost) 1.00 lot Labor 1 Foreman 6.00 days 2 Skilled Laborer 6.00 days 4 Laborer 6.00 days Stripping 3 Laborer 3.00 days Equipment 40 H-Frame 1.7 m x 1.2m, set 14.00 days 2pcs H-frames 4pcs diagonal cross braces 4pcs Horizontal cross braces 8pcs joint pins 62 Shoring Jack,3.8 m full extension 14.00 days 80 Adj. U-Head Jack, 0.60m 14.00 days 80 Adj. Base Jack, 0.60m 14.00 days 62 1-1/2" GI Pipe x 6.0 m 14.00 days 16 1-1/2" GI Pipe x 3.0 m 14.00 days 32 1-1/2" GI Pipe x 4.0 m 14.00 days 216 1-1/2" GI Pipe x 1.0 m 14.00 days 278 Tie Rod x 0.60m 14.00 days 558 Round Wing Not 14.00 days 1000(1) Soil Poisoning Quantity 19.20 liter Materials Soil Poisoning 19.20 lit Labor 1 Foreman 1.00 day 1 Skilled Laborer 1.00 day 1 Laborer 1.00 day Equipment 1 Minor Tools (10% of Labor Cost) 1.00 lot 1003(11)a1 Fascia Board (19mm, Fiber Cement Board) Quantity 310.00 m Materials Fiber Cement Board 310.00 m 1" Metal Screws 3,720.00 pcs Consumables (1% of Materials Cost) 1.00 lot Labor 1 Foreman 6.00 days 2 Skilled Laborer 6.00 days Equipment 1 Minor Tools (10% of Labor Cost) 1.00 lot 1032(1)a Painting Works (Masonry/Concrete) Quantity 140.4 sq.m Materials Concrete Neutralizer 3.00 gal Concrete Sealer/Primer 6.00 gal Patching Compound 8.00 gal Paint Latex Semi Gloss (two coats only) 12.00 gal Consumables (5% of Materials Cost) 1.00 lot Labor 1 Foreman 5.00 days 2 Skilled Laborer 5.00 days 2 Laborer 5.00 days Equipment 1 Minor Tools (10% of Labor Cost) 1.00 lot 1032(1)c Painting Works (Steel) Quantity 182.24 sq.m Materials Red Oxide Primer 8.00 gal Flat Wall Enamel 19.00 gal Paint Thinner 46.00 liter Consumables (5% of Materials Cost) 1.00 lot Labor 1 Foreman 5.00 days 2 Skilled Laborer 5.00 days 2 Laborer 5.00 days Equipment 1 Minor Tools (10% of Labor Cost) 1.00 lot 1014(1)b2 Prepainted Metal Sheets (above 0.427mm) Rib Type Long Span Quantity 722.27 sq.m. Materials Long Span Rib Type Colored Roof, Ga. 26 744.00 sq.m. Tekscrew 7,223.00 pcs Consumables (1% of Materials Cost) 1.00 lot Labor 1 Foreman 30.00 days 1 Skilled Laborer 30.00 days 2 Laborer 30.00 days Equipment 1 Minor Tools (10% of Labor Cost) 1.00 lot 1047(8)a Structural Steel (Trusses) Quantity 5,344.19 kg Materials Structural Steel Truss 5,344.19 kg Acetylene 59.00 kg Oxygen 118.00 kg Welding Rod 107.00 kg Consumables Materials (1% of Matl. Cost) 1.00 lot Labor 1 Foreman 8.00 days 4 Skilled Laborer 8.00 days 8 Laborer 8.00 days Erection 3 Skilled Laborer 4.00 days 3 Laborer 4.00 days Equipment 1 Welding Machine, Electric Driven/DC Output, 500 Amp 6.00 hours 1 Cutting Outfit 2.00 hours 1 Truck Mounted Crane, 21-25 mt, 200 hp 4.00 hours 1 Minor Tools (10% of Labor Cost) 1.00 lot 1047(8)b Structural Steel (Purlins) Quantity 5,038.06 kg Materials Structural Steel Purlins 5,039.00 kg Welding Rod 101.00 kg Consumables (1% of Materials Cost) 1.00 lot Labor 1 Foreman 7.00 days 2 Skilled Laborer 7.00 days 4 Laborer 7.00 days Equipment 2 Welding Machine, Electric Driven/DC Output, 500 Amp 56.00 hour 1 Minor Tools (10% of Labor Cost) 1.00 lot 1047(5) Metal Structure Accessories Quantity 2,694.00 kg Materials Steel Plates 2,176.00 kg Sagrod with nuts & Bolts 202.00 kg Cross Bracing 316.00 kg 16mm Ø turn buckles 40.00 pc Anchor Bolt 20mm Ø x 16" 48.00 ea Consumables (1% of Materials Cost) 1.00 lot Labor 1 Foreman 16.00 days 2 Skilled Laborer 16.00 days 2 Laborer 16.00 days Equipment 1 Minor Tools (10% of Labor Cost) 1.00 lot 1013(2)b Fabricated Metal Roofing Accessory (Flashing, Ga. 26) Quantity 50.04 l.m Materials Pre-painted flashing, ga.24 (0.701mm) x 2.44mm 53.00 m Blind Rivets 951.00 pc Consumables (3% of Materials Cost) 1.00 lot Labor 1 Foreman 1.00 days 1 Skilled Laborer 1.00 days 1 Laborer 1.00 days Equipment 1 Minor Tools (10% of Labor Cost) 1.00 lot 1013(2)c Fabricated Metal Roofing Accessory (Gutter, Ga. 24) Quantity 66.00 l.m Materials Gutter, Ga. 26 (0.701 mm) X 2.44 m 66.00 m 12" x 1" Plain GI Strap 198.00 pc Blind Rivets 1,056.00 pc Consumables (3% of Materials Cost) 1.00 lot Labor 1 Foreman 1.00 days 1 Skilled Laborer 1.00 days 1 Laborer 1.00 days Equipment 1 Minor Tools (10% of Labor Cost) 1.00 lot 1001(9) Storm Drainage and Downspout Quantity 1.00 l.s. Materials 100mm Ø PVC RWDP 14.00 pcs 100mm Ø PVC SDP 24.00 pcs 100mm Ø PVC Pipe 90deg elbow 48.00 pcs Roof Drain (Dome Type Strainer) 12.00 pcs Consumables (1% of Materials) 1.00 lot Labor 1 Foreman 7.00 days 1 Skilled Laborer 7.00 days 1 Laborer 7.00 days Equipment 1 Minor Tools (10% of Labor Cost) 1.00 lot 1001(5)b Catch Basin (CHB) Quantity 12.00 each Materials Portland Cement 12.00 bags Sand 1.00 cu.m Gravel G-1 1.80 cu.m Reinforcing Steel Bars Deformed Grade 40 104.00 kgs Labor 1 Foreman 2.00 days 1 Skilled Laborer 2.00 days 1 Laborer 2.00 days Equipment 1 Minor Tools (10% of Labor Cost) 1.00 lot 1100(10) Conduits, Boxes & Fittings (Conduit Works/Conduit Rough-in) Quantity 1.00 l.s. Materials 20mmØ uPVC conduit 70.00 length 25mmØ RSC conduit 1.00 length Utility box, deep type 23.00 pc junction box, deep type 24.00 pc 25 mmØ entrance cap 1.00 pc 16mmØx2.4m ground rod 1.00 pc Labor 1 Foreman 2.50 days 1 Skilled Laborer 2.50 days 2 Laborer 2.50 days Equipment 1 Minor Tools (10% of Labor Cost) 1.00 lot 1101(33) Wires and Wiring Devices Quantity 1.00 l.s. Materials Electric Wires THWN/THNN 3.5 mm2 3.00 box(s) Electric Wires THWN/THNN 8.0 mm2 1.00 box(s) 2 Gang Outlet 12.00 set three gang switch 1.00 set two gang switch 2.00 set one gang switch 4.00 set KWHR meter 1.00 set Tape, bolt&nut, mica tube, terminal lugs, 1.00 lot JB cover clamps, screw and anchors Consumables (5% of Materials Cost) 1.00 lot Labor 1 Foreman 2.50 days 2 Skilled Laborer 2.50 days 2 Laborer 2.50 days Equipment 1 Minor Tools (10% of Labor Cost) 1.00 lot 1102(1) Panelboard with Main & Branch Breakers Quantity 1.00 l.s. Materials LPA - Flush Mounted, NEMA 1 Enclosure w/ Ground Terminal 1.00 set Main: 100at, 100af, 2p, 240v ,18KAIC Branches: 5 - 15at, 50af, 2p, 240v 3 - 20at, 50af, 2p, 240v ENCLOSE CIRCUIT BREAKER (ECB) 1.00 set 100 AT, 2 POLE, 240 VAC 25 KAIC MCCB ECB NEMA 3R ENCLOSURE 1.00 set Labor 1 Foreman 1.50 days 1 Skilled Laborer 1.50 days 3 Laborer 1.50 days Equipment 1 Minor Tools (10% of Labor Cost) 1.00 lot 1103(1) Lighting Fixtures Quantity 1.00 l.s. Materials 100 WATTS FLOOD LIGHT 8.00 set Labor 1 Foreman 1.50 days 2 Skilled Laborer 1.50 days 1 Laborer 1.50 days Equipment 1 Minor Tools (10% of Labor Cost) 1.00 lot

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Published · Manila

Oct 29, 2026, 12:00 AM

Deadline · Manila

Nov 23, 2026, 4:00 PM

23 days left
First saved / captured

Oct 29, 2026, 6:48 AM

Last database update

Oct 29, 2026, 6:48 AM

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Original reference
13313904
Original stored title
Construction of Multi-Purpose Building (Evacuation Center) at Sitio Calumpit, Brgy. Talisay, Tiaong, Quezon
Original buying agency
MUNICIPALITY OF TIAONG, QUEZON
Stored status
active
View original stored description
B.5 Project Billboard/Signboard Quantity: 1.00 each Materials: Ordinary Plywood ( 1/2" x 4' x 8') 2.00 pcs. Coco Lumber (2" x 3" x 12') 5.00 pcs. Tarpaulin (8' x 8') 1.00 unit Assorted CWN 1.00 kg. Labor: 1 Carpenter 0.50 day 2 Laborer 0.50 day B.7 Construction Safety and Health Quantity: 1.00 lot Materials Safety Helmet 10.00 pc(s) Hand Gloves 10.00 pair(s) Safety Shoes 10.00 pair(s) Misc (Medicine, Medicine Cabinet, Water, First Aid Kit) 1.00 lot 803(1)a Structure Excavation Quantity 72.24 cu.m Labor 1 Foreman 2.00 days 3 Laborer 2.00 days Equipment 1 Backhoe (0.80 cu.m) 4.00 hour 2 Dump Truck (12 cu.yd) 4.00 hour 804(1)a Embankment from Structure Excavation Quantity 42.70 cu.m Labor 1 Foreman 2.00 days 3 Laborer 2.00 days Equipment 1 Backhoe (0.80 cu.m) 4.00 hour 1 Plate Compactor 4.00 hour 804(7) Gravel Fill Quantity 6.42 cu.m Materials Gravel Fill 6.741 cu.m Labor 1 Foreman 1.00 days 3 Laborer 1.00 days Equipment 1 Plate Compactor 3.00 hour 1 Minor Tools (10% of Labor Cost) 1.00 lot 900(1)c Structural Concrete (3000 psi, Class A, 28 days) Quantity 57.92 cu.m Materials Ready Mix Concrete 3000Psi @ 28 Days 57.9156 cu.m Labor 1 Foreman 2.00 days 2 Skilled Laborer 2.00 days 6 Laborer 2.00 days Equipment 2 Concrete Vibrator 16.00 hour 1 Pumpcrete 4.00 hour 1 Minor Tools (10% of Labor Cost) 1.00 lot 900(1)d Structural Concrete (4000 psi, Class A, 28 days) Quantity 50.35 cu.m Materials Ready Mix Concrete 4000Psi @ 28 Days 50.3472 cu.m Labor 1 Foreman 2.00 days 2 Skilled Laborer 2.00 days 6 Laborer 2.00 days Equipment 2 Concrete Vibrator 14.00 hour 1 Pumpcrete 4.00 hour 1 Minor Tools (10% of Labor Cost) 1.00 lot 902(1)a1 Reinforcing Steel (Deformed) Grade 40 Quantity 2,953.95 kg Materials Reinforcing Steel Bars Deformed Grade 40 2,954.00 kg GI Tie Wire #16 45.00 kg Labor 1 Foreman 3.00 days 3 Skilled Laborer 3.00 days 12 Laborer 3.00 days Equipment 1 Bar Cutter 10.00 hour 1 Bar Bender 10.00 hour 1 Minor Tools (10% of Labor Cost) 1.00 lot 902(1)a2 Reinforcing Steel (Deformed) Grade 60 Quantity 6,980.43 kg Materials Reinforcing Steel Bars Deformed Grade 60 6,981.00 kg GI Tie Wire #16 105.00 kg Labor 1 Foreman 7.00 days 3 Skilled Laborer 7.00 days 12 Laborer 7.00 days Equipment 1 Bar Cutter 24.00 hour 1 Bar Bender 24.00 hour 1 Minor Tools (10% of Labor Cost) 1.00 lot 903(2) Formworks and Falseworks Quantity 198.68 sq.m Materials Phenolic Board - 1.22m x 2.44m x 18mm 14.00 pc Good Lumber 235.00 bd.ft Consumables (1% of Materials Cost) 1.00 lot Labor 1 Foreman 6.00 days 2 Skilled Laborer 6.00 days 4 Laborer 6.00 days Stripping 3 Laborer 3.00 days Equipment 40 H-Frame 1.7 m x 1.2m, set 14.00 days 2pcs H-frames 4pcs diagonal cross braces 4pcs Horizontal cross braces 8pcs joint pins 62 Shoring Jack,3.8 m full extension 14.00 days 80 Adj. U-Head Jack, 0.60m 14.00 days 80 Adj. Base Jack, 0.60m 14.00 days 62 1-1/2" GI Pipe x 6.0 m 14.00 days 16 1-1/2" GI Pipe x 3.0 m 14.00 days 32 1-1/2" GI Pipe x 4.0 m 14.00 days 216 1-1/2" GI Pipe x 1.0 m 14.00 days 278 Tie Rod x 0.60m 14.00 days 558 Round Wing Not 14.00 days 1000(1) Soil Poisoning Quantity 19.20 liter Materials Soil Poisoning 19.20 lit Labor 1 Foreman 1.00 day 1 Skilled Laborer 1.00 day 1 Laborer 1.00 day Equipment 1 Minor Tools (10% of Labor Cost) 1.00 lot 1003(11)a1 Fascia Board (19mm, Fiber Cement Board) Quantity 310.00 m Materials Fiber Cement Board 310.00 m 1" Metal Screws 3,720.00 pcs Consumables (1% of Materials Cost) 1.00 lot Labor 1 Foreman 6.00 days 2 Skilled Laborer 6.00 days Equipment 1 Minor Tools (10% of Labor Cost) 1.00 lot 1032(1)a Painting Works (Masonry/Concrete) Quantity 140.4 sq.m Materials Concrete Neutralizer 3.00 gal Concrete Sealer/Primer 6.00 gal Patching Compound 8.00 gal Paint Latex Semi Gloss (two coats only) 12.00 gal Consumables (5% of Materials Cost) 1.00 lot Labor 1 Foreman 5.00 days 2 Skilled Laborer 5.00 days 2 Laborer 5.00 days Equipment 1 Minor Tools (10% of Labor Cost) 1.00 lot 1032(1)c Painting Works (Steel) Quantity 182.24 sq.m Materials Red Oxide Primer 8.00 gal Flat Wall Enamel 19.00 gal Paint Thinner 46.00 liter Consumables (5% of Materials Cost) 1.00 lot Labor 1 Foreman 5.00 days 2 Skilled Laborer 5.00 days 2 Laborer 5.00 days Equipment 1 Minor Tools (10% of Labor Cost) 1.00 lot 1014(1)b2 Prepainted Metal Sheets (above 0.427mm) Rib Type Long Span Quantity 722.27 sq.m. Materials Long Span Rib Type Colored Roof, Ga. 26 744.00 sq.m. Tekscrew 7,223.00 pcs Consumables (1% of Materials Cost) 1.00 lot Labor 1 Foreman 30.00 days 1 Skilled Laborer 30.00 days 2 Laborer 30.00 days Equipment 1 Minor Tools (10% of Labor Cost) 1.00 lot 1047(8)a Structural Steel (Trusses) Quantity 5,344.19 kg Materials Structural Steel Truss 5,344.19 kg Acetylene 59.00 kg Oxygen 118.00 kg Welding Rod 107.00 kg Consumables Materials (1% of Matl. Cost) 1.00 lot Labor 1 Foreman 8.00 days 4 Skilled Laborer 8.00 days 8 Laborer 8.00 days Erection 3 Skilled Laborer 4.00 days 3 Laborer 4.00 days Equipment 1 Welding Machine, Electric Driven/DC Output, 500 Amp 6.00 hours 1 Cutting Outfit 2.00 hours 1 Truck Mounted Crane, 21-25 mt, 200 hp 4.00 hours 1 Minor Tools (10% of Labor Cost) 1.00 lot 1047(8)b Structural Steel (Purlins) Quantity 5,038.06 kg Materials Structural Steel Purlins 5,039.00 kg Welding Rod 101.00 kg Consumables (1% of Materials Cost) 1.00 lot Labor 1 Foreman 7.00 days 2 Skilled Laborer 7.00 days 4 Laborer 7.00 days Equipment 2 Welding Machine, Electric Driven/DC Output, 500 Amp 56.00 hour 1 Minor Tools (10% of Labor Cost) 1.00 lot 1047(5) Metal Structure Accessories Quantity 2,694.00 kg Materials Steel Plates 2,176.00 kg Sagrod with nuts & Bolts 202.00 kg Cross Bracing 316.00 kg 16mm Ø turn buckles 40.00 pc Anchor Bolt 20mm Ø x 16" 48.00 ea Consumables (1% of Materials Cost) 1.00 lot Labor 1 Foreman 16.00 days 2 Skilled Laborer 16.00 days 2 Laborer 16.00 days Equipment 1 Minor Tools (10% of Labor Cost) 1.00 lot 1013(2)b Fabricated Metal Roofing Accessory (Flashing, Ga. 26) Quantity 50.04 l.m Materials Pre-painted flashing, ga.24 (0.701mm) x 2.44mm 53.00 m Blind Rivets 951.00 pc Consumables (3% of Materials Cost) 1.00 lot Labor 1 Foreman 1.00 days 1 Skilled Laborer 1.00 days 1 Laborer 1.00 days Equipment 1 Minor Tools (10% of Labor Cost) 1.00 lot 1013(2)c Fabricated Metal Roofing Accessory (Gutter, Ga. 24) Quantity 66.00 l.m Materials Gutter, Ga. 26 (0.701 mm) X 2.44 m 66.00 m 12" x 1" Plain GI Strap 198.00 pc Blind Rivets 1,056.00 pc Consumables (3% of Materials Cost) 1.00 lot Labor 1 Foreman 1.00 days 1 Skilled Laborer 1.00 days 1 Laborer 1.00 days Equipment 1 Minor Tools (10% of Labor Cost) 1.00 lot 1001(9) Storm Drainage and Downspout Quantity 1.00 l.s. Materials 100mm Ø PVC RWDP 14.00 pcs 100mm Ø PVC SDP 24.00 pcs 100mm Ø PVC Pipe 90deg elbow 48.00 pcs Roof Drain (Dome Type Strainer) 12.00 pcs Consumables (1% of Materials) 1.00 lot Labor 1 Foreman 7.00 days 1 Skilled Laborer 7.00 days 1 Laborer 7.00 days Equipment 1 Minor Tools (10% of Labor Cost) 1.00 lot 1001(5)b Catch Basin (CHB) Quantity 12.00 each Materials Portland Cement 12.00 bags Sand 1.00 cu.m Gravel G-1 1.80 cu.m Reinforcing Steel Bars Deformed Grade 40 104.00 kgs Labor 1 Foreman 2.00 days 1 Skilled Laborer 2.00 days 1 Laborer 2.00 days Equipment 1 Minor Tools (10% of Labor Cost) 1.00 lot 1100(10) Conduits, Boxes & Fittings (Conduit Works/Conduit Rough-in) Quantity 1.00 l.s. Materials 20mmØ uPVC conduit 70.00 length 25mmØ RSC conduit 1.00 length Utility box, deep type 23.00 pc junction box, deep type 24.00 pc 25 mmØ entrance cap 1.00 pc 16mmØx2.4m ground rod 1.00 pc Labor 1 Foreman 2.50 days 1 Skilled Laborer 2.50 days 2 Laborer 2.50 days Equipment 1 Minor Tools (10% of Labor Cost) 1.00 lot 1101(33) Wires and Wiring Devices Quantity 1.00 l.s. Materials Electric Wires THWN/THNN 3.5 mm2 3.00 box(s) Electric Wires THWN/THNN 8.0 mm2 1.00 box(s) 2 Gang Outlet 12.00 set three gang switch 1.00 set two gang switch 2.00 set one gang switch 4.00 set KWHR meter 1.00 set Tape, bolt&nut, mica tube, terminal lugs, 1.00 lot JB cover clamps, screw and anchors Consumables (5% of Materials Cost) 1.00 lot Labor 1 Foreman 2.50 days 2 Skilled Laborer 2.50 days 2 Laborer 2.50 days Equipment 1 Minor Tools (10% of Labor Cost) 1.00 lot 1102(1) Panelboard with Main & Branch Breakers Quantity 1.00 l.s. Materials LPA - Flush Mounted, NEMA 1 Enclosure w/ Ground Terminal 1.00 set Main: 100at, 100af, 2p, 240v ,18KAIC Branches: 5 - 15at, 50af, 2p, 240v 3 - 20at, 50af, 2p, 240v ENCLOSE CIRCUIT BREAKER (ECB) 1.00 set 100 AT, 2 POLE, 240 VAC 25 KAIC MCCB ECB NEMA 3R ENCLOSURE 1.00 set Labor 1 Foreman 1.50 days 1 Skilled Laborer 1.50 days 3 Laborer 1.50 days Equipment 1 Minor Tools (10% of Labor Cost) 1.00 lot 1103(1) Lighting Fixtures Quantity 1.00 l.s. Materials 100 WATTS FLOOD LIGHT 8.00 set Labor 1 Foreman 1.50 days 2 Skilled Laborer 1.50 days 1 Laborer 1.50 days Equipment 1 Minor Tools (10% of Labor Cost) 1.00 lot

Freshness: First saved / captured Oct 29, 2026, 6:48 AM; last database update Oct 29, 2026, 6:48 AM.

New notices are collected periodically, but this service does not routinely refresh already-known notices. Stored dates and status may miss deadline extensions, cancellations, or amendments. Always check the latest official PhilGEPS notice. First-saved and last-update times describe our stored record, not a fresh check of the official notice.

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