CONSTRUCTION OF MULTI-PURPOSE BLDG., Sitio Hilirang Buli, Brgy. Lagalag, Tiaong, Quezon Invitation to Bid (ITB)   Reference Number 11368705   Procuring Entity MUNICIPALITY OF TIAONG, QUEZON   Title CONSTRUCTION OF MULTI-PURPOSE BLDG., Sitio Hilirang Buli, Brgy. Lagalag, Tiaong, Quezon   Area of Delivery Quezon   Printable Version Solicitation Number: I-2024-161 Trade Agreement: Implementing Rules and Regulations Procurement Mode: Public Bidding Classification: Civil Works Category: Construction Projects Approved Budget for the Contract: PHP 7,498,755.99 Contract Duration: 120 Day/s Client Agency: Contact Person: Anna Shiela Buenavista Abania BAC Secretariat Poblacion Tiaong Quezon Philippines 4325 63-981-4881858 ashmon811@gmail.com Status Active Associated Components Order Bid Supplements 0 Document Request List 0 Date Published 22/10/2024 Last Updated / Time 22/10/2024 12:00 AM Closing Date / Time 11/11/2024 2:00 PM 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 (4' 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 Labor 1 Safety Officer 15.00 days 1 First Aide 15.00 days 803(1)a Structure Excavation Quantity 105.74 cu.m Labor 1 Foreman 2.00 days 3 Laborer 2.00 days Equipment 1 Backhoe (0.80 cu.m) 6.00 hour 2 Dump Truck (12 cu.yd) 6.00 hour 804(1)a Embankment from Structure Excavation Quantity 63.01 cu.m Labor 1 Foreman 2.00 days 3 Laborer 2.00 days Equipment 1 Backhoe (0.80 cu.m) 5.00 hour 1 Plate Compactor 5.00 hour 804(2)a Embankment from Borrow Quantity 31.06 cu.m Materials Common Borrow 31.06 cu.m Labor 1 Foreman 1.00 day 3 Laborer 1.00 day Equipment 1 Backhoe (0.80 cu.m) 3.00 hour 1 Plate Compactor 3.00 hour 804(7) Gravel Fill Quantity 9.88 cu.m Materials Gravel Fill 10.37 cu.m Labor 1 Foreman 2.00 days 3 Laborer 2.00 days Equipment 1 Plate Compactor 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 75.15 cu.m Materials Ready Mix Concrete 4000Psi @ 28 Days 75.15 cu.m Labor 1 Foreman 3.00 days 2 Skilled Laborer 3.00 days 6 Laborer 3.00 days Equipment 2 Concrete Vibrator 20.00 hour 1 Pumpcrete 10.00 hour 1 Minor Tools (10% of Labor Cost) 1.00 lot 900(1)c Structural Concrete (3000 psi, Class A, 28 days) Quantity 72.39 cu.m Materials Ready Mix Concrete 3000Psi @ 28 Days 72.39 cu.m Labor 1 Foreman 3.00 days 2 Skilled Laborer 3.00 days 6 Laborer 3.00 days Equipment 2 Concrete Vibrator 19.00 hour 1 Pumpcrete 10.00 hour 1 Minor Tools (10% of Labor Cost) 1.00 lot 902(1)a1 Reinforcing Steel (Deformed) Grade 40 Quantity 4,394.58 kg Materials Reinforcing Steel Bars Deformed Grade 40 4,395.00 kg GI Tie Wire \ 16 66.00 kg Labor 1 Foreman 4.00 days 3 Skilled Laborer 4.00 days 12 Laborer 4.00 days Equipment 1 Bar Cutter 15.00 hour 1 Bar Bender 15.00 hour 1 Minor Tools (10% of Labor Cost) 1.00 lot 902(1)a2 Reinforcing Steel (Deformed) Grade 60 Quantity 9,497.63 kg Materials Reinforcing Steel Bars Deformed Grade 60 9,497.63 kg GI Tie Wire \ 16 142.46 kg Labor 1 Foreman 9.00 days 3 Skilled Laborer 9.00 days 12 Laborer 9.00 days Equipment 1 Bar Cutter 33.00 hour 1 Bar Bender 33.00 hour 1 Minor Tools (10% of Labor Cost) 1.00 lot 903(2) Formworks and Falseworks Quantity 322.99 sq.m Materials Phenolic Board - 1.22m x 2.44m x 18mm 113.00 pc Good Lumber 509.00 bd.ft Consumables (1% of Materials Cost) 1.00 lot Labor 1 Foreman 7.00 days 4 Skilled Laborer 7.00 days 6 Laborer 7.00 days Stripping 1 Foreman 2.00 days 3 Laborer 2.00 days Equipment 40 H-Frame 1.7 m x 1.2m, set 7.00 days 2pcs H-frames 4pcs diagonal cross braces 4pcs Horizontal cross braces 8pcs joint pins 62 Shoring Jack,3.8 m full extension 7.00 days 80 Adj. U-Head Jack, 0.60m 7.00 days 80 Adj. Base Jack, 0.60m 7.00 days 62 1-1/2" GI Pipe x 6.0 m 7.00 days 16 1-1/2" GI Pipe x 3.0 m 7.00 days 32 1-1/2" GI Pipe x 4.0 m 7.00 days 216 1-1/2" GI Pipe x 1.0 m 7.00 days 278 Tie Rod x 0.60m 7.00 days 558 Round Wing Not 7.00 days 1000(1) Soil Poisoning Quantity 23.02 liter Materials Soil Poisoning 23.02 lit Labor 1 Foreman 1.00 day 1 Skilled Laborer 1.00 day 2 Laborer 1.00 day Equipment 1 Minor Tools (10% of Labor Cost) 1.00 lot 1046(2) CHB Non-Load Bearing (including Reinforcing Steel) Quantity 231.35 sq.m Materials CHB Ordinary (150mm x 230mm x 406mm) 2,947.00 pcs CHB Ordinary (101mm x 203mm x 406mm) 61.00 pcs Portland Cement 348.00 bag Sand 10.00 cu.m Reinforcing Steel Bars Deformed Grade 40 750.00 kg GI Tie Wire \ 16 12.00 kg Labor 1 Foreman 10.00 days 2 Skilled Laborer 10.00 days 3 Laborer 10.00 days Equipment 1 One Bagger Mixer (4-6 ft³/min) 73.00 hour 1 Minor Tools (10% of Labor Cost) 1.00 lot 1010(4) Wooden Doors and Windows Quantity 1.00 l.s. Materials Door Jambs 114.54 bd.ft. Door locks (schlage or equivalent) 8.00 set Hinge (50mm x 101mm) 32.00 pcs Consumables (5% of Materials Cost) 1.00 lot Labor 1 Foreman 3.00 days 1 Skilled Laborer 3.00 days 2 Laborer 3.00 days Equipment 1 Minor Tools (10% of Labor Cost) 1.00 lot 1010(2)a Doors (Flush) Quantity 13.11 sq.m Materials Flush hollow core door 13.11 sq.m Labor 1 Foreman 2.00 days 1 Skilled Laborer 2.00 days 1 Laborer 2.00 days 1008(1)c Aluminum Glass WIndow (Awning Type) Quantity 3.96 sq.m Materials Aluminum framed Glass Window (Awning Type) 3.96 sq.m Consumables (3% of Materials Cost) 1.00 lot 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 1027(1) Cement Plaster Finish Quantity 462.69 sq.m Materials Portland Cement 153.00 bag Sand 13.00 cu.m Labor 1 Foreman 4.00 days 2 Skilled Laborer 4.00 days 2 Laborer 4.00 days Equipment 1 Power Throwel 33.00 hr 1 Minor Tools (10% of Labor Cost) 1.00 lot 1003(1)a1 Ceiling (4.5mm, Metal Frame, Fiber Cement Board) Quantity 58.5 sq.m Materials 4.5mm, Metal Frame, Fiber Cement Board 22.00 pcs Metal Furring and specifications ) 3m length 67.00 pcs Carrying Channels 21.00 pcs Hanger Bars/Rod 59.00 pcs Channel clip 351.00 pcs Wall Angle 14.00 pcs Rivets 819.00 pcs 1" Metal Screw 234.00 pcs Labor 1 Foreman 6.00 days 1 Skilled Laborer 6.00 days 2 Laborer 6.00 days Equipment 1 Minor Tools (10% of Labor Cost) 1.00 lot 1003(11)a1 Fascia Board (19mm, Fiber Cement Board) Quantity 310 m Materials Fiber Cement Board 310.00 m 1" Metal Screws 3,720.00 pcs Consumables (3% of Materials Cost) 1.00 lot Labor 1 Foreman 6.00 days 4 Skilled Laborer 6.00 days Equipment 1 Minor Tools (10% of Labor Cost) 1.00 lot 1038(1) Reflective Insulation Quantity 58.5 sq.m Materials Reflective Insulation, 10 mm thk 58.50 sq.m Consumables (5% of Materials Cost) 1.00 lot 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 1018(1) Glazed Tiles and Trims Quantity 63.26 sq.m Materials Ceramic Glazed Tiles 67.00 sq.m Portland Cement 21.00 bags Sand 2.00 cu.m Tile Grout 8.00 bags Tile Adhesive (25kg) 9.00 bags Consumables (5% of Material Cost) 1.00 lot Labor 1 Foreman 6.00 days 3 Skilled Laborer 6.00 days 3 Laborer 6.00 days Equipment 1 Minor Tools (10% of Labor Cost) 1.00 lot 1018(2) Unglazed Tiles Quantity 18.85 sq.m Materials Ceramic Unglazed Tiles 20.00 sq.m Portland Cement 7.00 bags Sand 1.00 cu.m Tile Grout 3.00 bags Tile Adhesive (25kg) 3.00 bags Consumables (3% of Material Cost) 1.00 lot Labor 1 Foreman 2.00 days 2 Skilled Laborer 2.00 days 2 Laborer 2.00 days Equipment 1 Minor Tools (10% of Labor Cost) 1.00 lot 1032(1)a Painting Works (Masonry/Concrete) Quantity 642.86 sq.m Materials Concrete Neutralizer 13.00 gal Concrete Sealer/Primer 26.00 gal Patching Compound 33.00 gal Paint Latex Semi Gloss (two coats only) 52.00 gal Consumables (5% of Materials Cost) 1.00 lot Labor 1 Foreman 9.00 days 2 Skilled Laborer 9.00 days 4 Laborer 9.00 days Equipment 1 Minor Tools (10% of Labor Cost) 1.00 lot 1032(1)b Painting Works (Wood) Quantity 261.27 sq.m Materials Glazzing Putty 14.00 gal Flat Wall Paint Enamel 11.00 gal Enamel Quick Dry 11.00 gal Paint Thinner 66.00 gal Consumables (3% of Materials Cost) 1.00 lot Labor 1 Foreman 8.00 days 2 Skilled Laborer 8.00 days 4 Laborer 8.00 days Equipment 1 Minor Tools (10% of Labor Cost) 1.00 lot 1032(1)c Painting Works (Steel) Quantity 309.97 sq.m Materials Red Oxide Primer 13.00 gal Flat Wall Enamel 31.00 gal Paint Thinner 78.00 liter Consumables (5% of Materials Cost) 1.00 lot Labor 1 Foreman 8.00 days 2 Skilled Laborer 8.00 days 3 Laborer 8.00 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 856.13 sq.m. Materials Long Span Rib Type Colored Roof, Ga. 26 899.00 sq.m. Tekscrew 8,562.00 pcs Consumables (1% of Materials Cost) 1.00 lot Labor 1 Foreman 19.00 days 4 Skilled Laborer 19.00 days 8 Laborer 19.00 days Equipment 1 Minor Tools (10% of Labor Cost) 1.00 lot 1047(8)a Structural Steel (Trusses) Quantity 7,385.80 kg Materials Structural Steel Truss 7,385.80 kg Acetylene 82.00 kg Oxygen 163.00 kg Welding Rod 148.00 kg Consumables Materials (1% of Matl. Cost) 1.00 lot Labor 1 Foreman 14.00 days 4 Skilled Laborer 14.00 days 8 Laborer 14.00 days Erection 3 Skilled Laborer 9.00 days 3 Laborer 9.00 days Equipment 1 Welding Machine, Electric Driven/DC Output, 500 Amp 25.00 hours 1 Cutting Outfit 19.00 hours 1 Truck Mounted Crane, 21-25 mt, 200 hp 22.00 hours 1 Minor Tools (10% of Labor Cost) 1.00 lot 1047(8)b Structural Steel (Purlins) Quantity 6,191.24 kg Materials Structural Steel Purlins 6,501.00 kg Welding Rod 124.00 kg Consumables (1% of Materials Cost) 1.00 lot Labor 1 Foreman 9.00 days 4 Skilled Laborer 9.00 days 8 Laborer 9.00 days Equipment 2 Welding Machine, Electric Driven/DC Output, 500 Amp 9.00 hour 1 Minor Tools (10% of Labor Cost) 1.00 lot 1047(5) Metal Structure Accessories Quantity 2,865.07 kg Materials Steel Plates 2,306.02 kg Sagrod with nuts & Bolts 243.38 kg Cross Bracing 315.67 kg 16mm Ø turn buckles 40.00 pc Anchor Bolt 20mm Ø x 16" 88.00 ea Consumables (1% of Materials Cost) 1.00 lot Labor 1 Foreman 14.00 days 2 Skilled Laborer 14.00 days 4 Laborer 14.00 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 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 1013(2)c Fabricated Metal Roofing Accessory (Gutter, Ga. 24) Quantity 76.70 l.m Materials Gutter, Ga. 24 (0.701 mm) X 2.44 m 77.00 m 12" x 1" Plain GI Strap 231.00 pc Blind Rivets 1,228.00 pc Consumables (3% of Materials Cost) 1.00 lot Labor 1 Foreman 3.00 days 1 Skilled Laborer 3.00 days 3 Laborer 3.00 days Equipment 1 Minor Tools (10% of Labor Cost) 1.00 lot 1001(8) Sewer Line Works Quantity 1.00 l.s. Materials 100mm Ø PVC Pipe SP 15.00 pcs 50mm Ø PVC Pipe VSTW 3.00 pcs 100mm Ø PVC Pipe Coupling 19.00 pcs 100mm Ø PVC Pipe 87.5 deg Bend 4.00 pcs 100mm Ø PVC Pipe 45deg Wye 21.00 pcs 100mm Ø PVC Pipe Double Branch TEE 2.00 pcs Clean Out 100mm w/ cover 6.00 pcs P-trap 17.00 pcs Consumables (5% of Materials) 1.00 lot Labor 1 Foreman 3.00 days 1 Skilled Laborer 3.00 days 3 Laborer 3.00 days Equipment 1 Minor Tools (10% of Labor Cost) 1.00 lot 1002(24) Cold Water lines Quantity 1.00 l.s. Materials 20mm Ø uPVC - PPR 10.00 pcs 12mm Ø uPVC - PPR 18.00 pcs PPR - Coupling 12mm Ø 13.00 pcs PPR - Elbow 12mm Ø, 90Deg 10.00 pcs Gate Valve 2.00 pcs Faucet 8.00 pcs PPR - Tee 12mm Ø 27.00 pcs Consumables (5% of Materials) 1.00 lot 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 1001(9) Storm Drainage and Downspout Quantity 1.00 l.s. Materials 100mm Ø PVC RWDP 17.00 pcs 100mm Ø PVC SDP 27.00 pcs 100mm Ø PVC Pipe 90deg elbow 48.00 pcs Roof Drain (Dome Type Strainer) 16.00 pcs Consumables (5% of Materials) 1.00 lot Labor 1 Foreman 10.00 days 1 Skilled Laborer 10.00 days 1 Laborer 10.00 days Equipment 1 Minor Tools (10% of Labor Cost) 1.00 lot 1002(4) Plumbing FIxtures Quantity 1.00 l.s. Materials Water Closet Including fittings and accessories 4.00 set Urinal Including fittings and accessories 1.00 set Lavatory Including fittings and accessories 1.00 set Counter Sink (1 Faucet) 2.00 set Gate Valve, 50mm dia 1.00 pc Check Valve, 50mm dia. 1.00 pc S.S. Floor Drain 4'x4'' 9.00 pc Mirror 12.00 sq.ft Bronze Faucet (12.7mm D) 3.00 pcs Consumables (5% of Materials) 1.00 lot Labor 1 Foreman 9.00 days 1 Skilled Laborer 9.00 days 2 Laborer 9.00 days Equipment 1 Minor Tools (10% of Labor Cost) 1.00 lot 1001(11) Septic Vault/ Tank (Concrete / CHB) Quantity 1.00 l.s. Materials Portland Cement 120.00 bags Sand 4.00 cu.m Gravel G-1 14.00 cu.m Reinforcing Steel Bars Deformed Grade 40 108.00 kgs Plastering 34.00 sq.m Water Proofing Cement (Sahara Or Equivalent) 25.00 sq.m Labor 1 Foreman 6.00 days 2 Skilled Laborer 6.00 days 4 Laborer 6.00 days Equipment 1 Minor Tools (10% of Labor Cost) 1.00 lot 1001(5)b Catch Basin (CHB) Quantity 16.00 each Materials Portland Cement 16.00 bags Sand 1.00 cu.m Gravel G-1 2.40 cu.m Reinforcing Steel Bars Deformed Grade 40 138.00 kgs Labor 1 Foreman 2.00 days 1 Skilled Laborer 2.00 days 3 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 84.00 length 25mmØ RSC conduit 1.00 length Utility box, deep type 23.00 pc junction box, deep type 35.00 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 856.00 m Electric Wires THWN/THNN 8.0 mm2 200.00 m 2 Gang Outlet 16.00 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 4.00 days 1 Skilled Laborer 4.00 days 3 Laborer 4.00 days Equipment 1 Minor Tools (10% of Labor Cost) 1.00 lot 1103(1) Lighting Fixtures Quantity 1.00 l.s. Materials 18 WATTS LED BULB 23.00 set 100 WATTS FLOOD LIGHT 12.00 set Labor 1 Foreman 10.00 days 2 Skilled Laborer 10.00 days 1 Laborer 10.00 days Equipment 1 Minor Tools (10% of Labor Cost) 1.00 lot Line Items Item No. Product/Service Name Description Quantity UOM Budget (PHP) 1 Construction of Multi-Purpose Building Sitio Hilirang Buli, Brgy. Lagalag, Tiaong, Quezon 1 Lot 7,498,755.99 Pre-bid Conference Date Time Venue 29/10/2024 10:00 AM Office of the Bids & Awards Committee (BAC) Other Information NOTE: 1. In case of discrepancy between the posted ITB and the Purchase Request (uploaded in associated components), the Purchase Request (PR) will prevail. 2. Interested bidders are advised to buy bidding documents at least 24 hours before the opening of bids. REMINDER: In case interested bidders are unable to access the Associated Components (including checklist, PR, POW, project plan & sample pictures), please notify the Secretariat immediately. Upon notification, the Secretariat will provide you with a hard copy of the documents upon purchase of the bid documents. PREPARATION OF DOCUMENTS 1. Bidders are required to submit two (2) sets of documents in separate envelopes: Class “A” documents, containing the legal, technical & financial documents; and Class “B” documents containing the financial proposal (including original copy of duly signed and accomplished Bid Form and bid price/bill of quantities). 2. Envelopes must be addressed to the BAC Chairman with proper label indicating the name of project, ABC & name of bidder. The envelopes must be signed and sealed properly. 3. Technical Documents must be ring bound with appropriate tabs. 4. Provide LETTER OF INTENT (2 copies) upon purchase of bidding documents ; or include as the first page of the Class "A" documents. Created by Anna Shiela Buenavista Abania Date Created 16/10/2024 The PhilGEPS team is not responsible for any typographical errors or misinformation presented in the system. PhilGEPS only displays information provided for by its clients, and any queries regarding the postings should be directed to the contact person/s of the concerned party.       MUNICIPALITY OF TIAONG, QUEZON