Municipality Of Opol, Misamis Oriental Tender

Description 1. The Local Government Unit (lgu) Of Opol, Misamis Oriental, Through The Budget Of Lgu-opol (bank Loan) Intends To Apply The Sum Of Ninety-nine Million Nine Hundred Ninety Thousand Three Hundred Ninety-two Pesos And 88/100 (php 99,990,392.88) Being The Approved Budget For The Contract (abc) To Payments Under The Contract For Construction Of Opol Sanitary Landfill At Sitio Sto. Niño, Brgy. Bagocboc, Opol, Misamis Oriental / Opol 2025-001. Bids Received In Excess Of The Abc Shall Be Automatically Rejected At Bid Opening. 2. The Local Government Unit (lgu) Of Opol Through The Bids And Awards Committee (bac) Now Invites Bids For The Construction Of Opol Sanitary Landfill At Brgy. Bagocboc, Opol, Misamis Oriental, With The Following Scope Of Works: Bill Of Quantities Qty Unit Item No. Item Description Part I. General Requirements 1.00 L.s. B.3 Permits And Clearances 1.00 L.s. B.7(1) Occupational Safety And Health Program 1.00 Ea. B.5 Project Billboard/signboard 1.00 L.s. B.9 Mobilization/demobilization Part Ii. Civil Works, Mechanical, Electrical, And Sanitary/plumbing Works A. Construction Of Guard House 3.53 Cu.m. 803(1)a Structure Excavation, Common Soil 2.79 Cu.m. 900(1)c1 Structural Concrete Class A @ 28 Days 881.33 Kg 902(1)a Reinforcing Steel (deformed), Grade 40 18.19 Sq.m. 903(2) Formworks And Falseworks 1.00 L.s. 1001(1)a7 Pipes And Fittings, 100mm Dia. Pvc Series 1000 1.00 L.s. 1002(27) Plumbing Works 5.46 Sq.m. 1003(1)a1 Ceiling (4.5mm Thk Fiber Cement Board On Metal Frame) 11.14 Sq.m. 1014(1)b2 Prepainted Metal Sheets, Long Span - Rib-type, Above 0.427mm Thk. 28.27 Sq.m. 1046(2)a2 Chb Non Load Bearing (including Reinforcing Steel), 100mm 56.54 Sq.m. 1027(1) Cement Plaster Finish 5.43 Sq.m. 1018(1) Glazed Tiles & Trims 62.00 Sq.m. 1032(1)a Painting Works, Masonry/concrete 1.00 L.s. 1047(1) Structural Steel (roof Framing Works) 3.26 Sq.m. 1010(2)a Doors (flush) 1.00 L.s. 1008 Aluminum Glass Windows 1.00 L.s. Part D Electrical B. Construction Of Admin Building 19.56 Cu.m. 803(1)a Structure Excavation, Common Soil 16.58 Cu.m. 900(1)c1 Structural Concrete Class A @ 28 Days 2617.95 Kg 902(1)a Reinforcing Steel (deformed), Grade 40 38.79 Sq.m. 903(2) Formworks And Falseworks 1.00 L.s. 1001(1)a7 Pipes And Fittings, 100mm Dia. Pvc Series 1000 1.00 L.s. 1002(27) Plumbing Works 5.46 Sq.m. 1003(1)a1 Ceiling (4.5mm Thk Fiber Cement Board On Metal Frame) 11.40 Sq.m. 1014(1)b2 Prepainted Metal Sheets, Long Span - Rib-type, Above 0.427mm Thk. 101.47 Sq.m. 1046(2)a2 Chb Non Load Bearing (including Reinforcing Steel), 100mm 202.94 Sq.m. 1027(1) Cement Plaster Finish 53.77 Sq.m. 1018(1) Glazed Tiles & Trims 208.40 Sq.m. 1032(1)a Painting Works, Masonry/concrete 1.00 L.s. 1047(1) Structural Steel (roof Framing Works) 8.40 Sq.m. 1010(2)a Doors (flush) 12.22 Sq.m. 1008(1)b Aluminum Glass Windows (casement Type) 1.00 L.s. Part D Electrical C. Construction Of Material Recovery Facility 24.20 Cu.m. 803(1)a Structure Excavation, Common Soil 23.84 Cu.m. 900(1)c1 Structural Concrete Class A @ 28 Days 3737.43 Kg 902(1)a Reinforcing Steel (deformed), Grade 40 72.00 Sq.m. 903(2) Formworks And Falseworks 37.00 Mtr 1001(1)a7 Pipes And Fittings, 100mm Dia. Pvc Series 1000 175.20 Sq.m. 1014(1)b2 Prepainted Metal Sheets, Long Span - Rib-type, Above 0.427mm Thk. 48.00 Sq.m. 1046(2)a2 Chb Non Load Bearing (including Reinforcing Steel), 100mm 96.00 Sq.m. 1027(1) Cement Plaster Finish 105.60 Sq.m. 1032(1)a Painting Works, Masonry/concrete 1.00 L.s. 1047(8) Structural Steel (post & Roof Framing) 1.00 L.s. Part D Electrical D. Construction Of The Composting Bed 8.82 Cu.m. 803(1)a Structure Excavation, Common Soil 14.89 Cu.m. 900(1)c1 Structural Concrete Class A @ 28 Days 670.58 Kg 902(1)a Reinforcing Steel (deformed), Grade 40 21.92 Sq.m. 903(2) Formworks And Falseworks 30.00 Mtr 1001(1)a7 Pipes And Fittings, 100mm Dia. Pvc Series 1000 98.00 Sq.m. 1014(1)b2 Prepainted Metal Sheets, Long Span - Rib-type, Above 0.427mm Thk. 81.00 Sq.m. 1046(2)a2 Chb Non Load Bearing (including Reinforcing Steel), 150mm 162.00 Sq.m. 1027(1) Cement Plaster Finish 162.00 Sq.m. 1032(1)a Painting Works, Masonry/concrete 1.00 L.s. 1047(8) Structural Steel (post & Roof Framing) 1.00 L.s. Part D Electrical E. Construction Of Weighbridge 51.53 Cu.m. 803(1)a Structure Excavation, Common Soil 16.23 Cu.m. 900(1)c1 Structural Concrete Class A @ 28 Days 1305.36 Kg 902(1)a Reinforcing Steel (deformed), Grade 40 58.62 Sq.m. 903(2) Formworks And Falseworks 1.00 L.s. 1047(1) Structural Steel 1.00 L.s. Part D Electrical 1.00 L.s. 1726 Weigh Bridge System 75.41 Sq.m. 1032(1)a Painting Works F. Construction Of Hazardous Vault 7.20 Cu.m. 803(1)a Structure Excavation (common Soil) 21.78 Cu.m. 900(2)c Structural Concrete, Class B @ 28 Days 1733.72 Kg 902(1)a Reinforcing Steel (grade 40) 142.28 Sq.m. 903(2) Formworks And Falseworks 4.09 Sq.m. 1010(2)b Wooden Panel Door 82.20 Sq.m. 1046(2)a2 Chb Non Load Bearing (inc. Reinforcing Steel), 100mm 164.40 Sq.m. 1027(1) Cement Plaster Finish 129.12 Sq.m. 1032(1)a Painting Works (masonry/concrete) G. Construction Of Sanitary Landfill Cell 80495.84 Cu.m. 103(1)a Structure Excavation (common Soil) 6171.74 Cu.m. 104(1)a Embankment 12768.54 Sq.m. 105(1) Subgrade Preparation 14056.80 L.m. 715(1) Geotextile 14056.80 Sq.m. Spl-1 Hdpe Liner 1.5mm Thick 1000.00 Cu.m. Spl-2 Sand Filter 390.00 Cu.m. 804 (4) Gravel Fill 120.00 Lh 1001(1)c5 Pipes And Fittings (8" Hdpe) 262.60 Cu.m. 1710(2)a Grouted Riprap (line Canal) 5.00 Units Spl-4 Access Ramp 6.00 Units Spl-5 Gas Vents 396.00 Lin.m Spl-6 Hdpe Line Canal H. Construction Of Wash Bay 12.00 Cu.m. 803(1)a Structure Excavation, Common Soil 20.52 Cu.m. 900(1)c1 Structural Concrete Class A @ 28 Days 2192.66 Kg 902(1)a Reinforcing Steel (deformed), Grade 40 24.00 Sq.m. 903(2) Formworks And Falseworks 1.00 L.s. 1001(1)a7 Pipes And Fittings, 100mm Dia. Pvc Series 1000 1.00 L.s. 1047(1) Structural Steel (post & Roof Framing Works) 1.00 L.s. Part D Electrical I. Construction Of Leachate Treatment Pond 1998.00 Cu.m. 103(1)a Structure Excavation (common Soil) 1091.28 Sq.m. 105(1) Subgrade Preparation 1091.28 Sq.m. 715(1) Geotextile 1091.28 Sq.m. Spl-1 Hdpe Liner 1.5mm Thick 4.00 Le. 1001(1)c5 Pipes And Fittings (8" Hdpe) J. Construction Of Leachate Treatment Plant 530.40 Cu.m. 803(1)a Structure Excavation, Common Soil 19.20 Cu.m. 804(4) Gravel Fill Bedding 8025.22 Kg 902(1)a Reinforcing Steel (deformed), Grade 40 89.73 Cu.m. 405(1)b2 Structural Concrete Class A, 27.58 Mpa @ 14 Days 292.20 Sq.m. 903(2) Formworks And Falseworks 30.00 Mtr 1001(1)a7 Pipes And Fittings, 100mm Dia. Pvc Series 1000 3.30 Sq.m. 1003(1)a1 Ceiling (4.5mm Thk Fiber Cement Board On Metal Frame) 22.50 Sq.m. 1013(1) Corrugated Metal Roofing Gauge 26 821.80 Sq.m. 1016(1)a Waterproofing, Cement-based 22.20 Sq.m. 1046(2)a2 Chb Non Load Bearing (including Reinforcing Steel), 100mm 22.20 Sq.m. 1003(2)a1 4.5mm Thk Ficem Board Wall On Metal Frame 45.10 Sq.m. 1032(1)a Painting Works, Masonry/concrete 1.00 L.s. 1047(8) Structural Steel (post & Roof Framing) 1.00 L.s. 1,010.00 Doors And Windows For Control Room 1.00 L.s. Part D Electrical 1.00 L.s. 1726 Wastewater Treatment Plant K. Concreting Of Access Road 500.00 Cu.m. 103(1)a Surplus Common Excavation 372.96 Cu.m. 104(1)a Structure Excavation (common Soil) 2880.00 Cu.m. 103(1)a Embankment 3648.20 Sq.m. 105(1) Subgrade Preparation 347.62 Cu.m. 200 Aggregate Subbase Course 1032.00 Sq.m. 311(1)b1 Portland Cement Concrete Pavement (unreinforced), 0.20m Thk, 3500psi @ 14 Days 101.00 Cu.m. 1710(2)a Grouted Riprap (line Canal) L. Construction Of Barbed Wire Perimeter Fence 0.11 Ha. 100(1) Clearing And Grubbing 9.95 Cu.m. 803(1)a Structure Excavation (common Soil) 3595.41 Kg. 902(1)a Reinforcing Steel (grade 40) 205.26 Sq.m. 903(2) Formworks And Falseworks 23.09 Cu.m. 900(2)c Structural Concrete, Class B @ 28 Days 5580.00 L.m. 604(1) Fencing, Barbed Wire 3. The Lgu Of Opol Now Invites Bids For The Above Procurement Project. Completion Of The Works Is Required Within Three Hundred Sixty (360) Calendar Days Upon Receipt Of The Notice To Proceed (ntp). Bidders Should Have Completed A Contract Similar To The Project. The Description Of An Eligible Bidder Is Contained In The Bidding Documents, Particularly, In Section Ii (instructions To Bidders). 4. Bidding Will Be Conducted Through Open Competitive Bidding Procedures Using Non-discretionary “pass/fail” Criterion As Specified In The 2016 Revised Implementing Rules And Regulations (irr) Of Republic Act (ra) No. 9184. 5. Interested Bidders May Obtain Further Information From Lgu Of Opol And Inspect The Bidding Documents At The Address Given Below During Office Hours From 8:00 Am To 5:00 Pm On Working Days. 6. A Complete Set Of Bidding Documents May Be Acquired By Interested Bidders On February 3, 2025 To March 3, 2025 From Given Address And Website And Upon Payment Of The Applicable Fee For The Bidding Documents, Pursuant To The Latest Guidelines Issued By The Gppb, In The Amount Of Fifty Thousand Pesos (php 50,000.00) And A Special Permit Fee In The Amount Of One Thousand Pesos (php 1,000.00) Pursuant To The Revised Revenue Code Of Opol, Misamis Oriental 2016. The Procuring Entity Shall Allow The Bidder To Present Its Proof Of Payment For The Fees In Person. 7. The Lgu Of Opol Will Hold A Pre-bid Conference On February 17, 2025 At 1:00 Pm At The Bids And Awards Committee (bac) Office Located At The 2nd Floor Of Old Municipal Building, Which Shall Be Open To Prospective Bidders. 8. Bids Must Be Duly Received By The Bac Secretariat Through Manual Submission At The Office Address As Indicated Below, On Or Before March 3, 2025 At 12:00 Noon. Late Bids Shall Not Be Accepted. 9. All Bids Must Be Accompanied By A Bid Security In Any Of The Acceptable Forms And In The Amount Stated In Itb Clause 16. 10. Bid Opening Shall Be On March 3, 2025 At 1:00 Pm At The Given Address Below. Bids Will Be Opened In The Presence Of The Bidders’ Representatives Who Choose To Attend The Activity. 11. The Lgu Of Opol Reserves The Right To Reject Any And All Bids, Declare A Failure Of Bidding, Or Not Award The Contract At Any Time Prior To Contract Award In Accordance With Sections 35.6 And 41 Of The 2016 Revised Implementing Rules And Regulations (irr) Of Ra No. 9184, Without Thereby Incurring Any Liability To The Affected Bidder Or Bidders. 12. For Further Information, Please Refer To: Cherryl G. Magnetico, Mpa Secretariat, Bids And Awards Committee Municipality Of Opol, Misamis Oriental Email Address: Lguopolbac.misor@gmail.com Mobile Phone No. 0917-773-5450 Edgar C. Olaco, Mpa, Rea Chairman, Bids And Awards Committee Municipality Of Opol, Misamis Oriental Mobile Phone No. 0917-172-9478 February 3, 2025 ______________________________________ (sgd.) Edgar C. Olaco, Mpa, Rea Bac Chairperson Terms Of Reference Project Title: Construction Of Opol Sanitary Landfill Location: Sitio Sto. Niño, Brgy Bagocboc, Opol, Misamis Oriental Project Description: The Local Government Unit (lgu) Of Opol, Misamis Oriental, Through The Budget Of Lgu-opol (bank Loan) Intends To Apply The Sum Of Ninety-nine Million Nine Hundred Ninety Thousand Three Hundred Ninety-two And 88/100 Pesos (php 99,990,392.88) Being The Approved Budget Of The Contract (abc) For The Construction Of Opol Sanitary Landfill At Brgy. Bagocboc, Opol, Misamis Oriental. The Project Composed Of 2 Parts. Part I. General Requirements • Permits And Clearances • Occupational Safety And Health Program • Project Billboard/signboard • Mobilization/demobilizations Part Ii. Civil Works, Mechanical, Electrical, And Sanitary/ Plumbing Works 1. Construction Of Guard House • Structure Excavation, Common Soil • Structural Concrete Class A @ 28 Days • Reinforcing Steel (deformed), Grade 40 • Formworks And Falseworks • Pipes And Fittings, 100mm Dia. Pvc Series 1000 • Plumbing Works • Ceiling (4.5mm Thk Fiber Cement Board On Metal Frame) • Prepainted Metal Sheets, Long Span - Rib-type, Above 0.427 Mm Thk. • Chb Non Load Bearing (including Reinforcing Steel), 100mm • Cement Plaster Finish • Glazed Tiles & Trims • Painting Works, Masonry/concrete • Structural Steel (roof Framing Works) • Doors (flush) • Aluminum Glass Windows • Electrical 2. Construction Of Admin Building • Structure Excavation, Common Soil • Structural Concrete Class A @ 28 Days • Reinforcing Steel (deformed), Grade 40 • Formworks And Falseworks • Pipes And Fittings, 100mm Dia. Pvc Series 1000 • Plumbing Works • Ceiling (4.5mm Thk Fiber Cement Board On Metal Frame) • Prepainted Metal Sheets, Long Span - Rib-type, Above 0.427 Mm Thk. • Chb Non Load Bearing (including Reinforcing Steel), 100mm • Cement Plaster Finish • Glazed Tiles & Trims • Painting Works, Masonry/concrete • Structural Steel (roof Framing Works) • Doors (flush) • Aluminum Glass Windows (casement Type) • Electrical 3. Construction Of Material Recovery Facility • Structure Excavation, Common Soil • Structural Concrete Class A @ 28 Days • Reinforcing Steel (deformed), Grade 40 • Formworks And Falseworks • Pipes And Fittings, 100mm Dia. Pvc Series 1000 • Prepainted Metal Sheets, Long Span - Rib-type, Above 0.427 Mm Thk. • Chb Non Load Bearing (including Reinforcing Steel), 100mm • Cement Plaster Finish • Painting Works, Masonry/concrete • Structural Steel (post & Roof Framing) • Electrical 4. Construction Of Composting Bed • Structure Excavation, Common Soil • Structural Concrete Class A @ 28 Days • Reinforcing Steel (deformed), Grade 40 • Formworks And Falseworks • Pipes And Fittings, 100mm Dia. Pvc Series 1000 • Prepainted Metal Sheets, Long Span - Rib-type, Above 0.427 Mm Thk. • Chb Non Load Bearing (including Reinforcing Steel), 150mm • Cement Plaster Finish • Painting Works, Masonry/concrete • Structural Steel (post & Roof Framing) • Electrical 5. Construction Of Weighbridge • Structure Excavation, Common Soil • Structural Concrete Class A @ 28 Days • Reinforcing Steel (deformed), Grade 40 • Formworks And Falseworks • Structural Steel • Electrical • Weigh Bridge System • Painting Works 6. Construction Of Hazardous Vault • Structure Excavation (common Soil) • Structural Concrete, Class B @ 28 Days • Reinforcing Steel (grade 40) • Formworks And Falseworks • Wooden Panel Door • Chb Non Load Bearing (inc. Reinforcing Steel), 100mm • Cement Plaster Finish • Painting Works (masonry/concrete) 7. Construction Of Sanitary Landfill Cell • Structure Excavation (common Soil) • Embankment • Subgrade Preparation • Geotextile • Hdpe Liner 1.5mm Thick • Sand Filter • Gravel Fill • Pipes And Fittings (8" Hdpe) • Grouted Riprap (line Canal) • Access Ramp • Gas Vents • Hdpe Line Canal 8. Construction Of Wash Bay • Structure Excavation, Common Soil • Structural Concrete Class A @ 28 Days • Reinforcing Steel (deformed), Grade 40 • Formworks And Falseworks • Pipes And Fittings, 100mm Dia. Pvc Series 1000 • Structural Steel (post & Roof Framing Works) • Electrical 9. Construction Of Leachate Treatment Pond • Structure Excavation (common Soil) • Subgrade Preparation • Geotextile • Hdpe Liner 1.5mm Thick • Pipes And Fittings (8" Hdpe) 10. Construction Of Leachate Treatment Plant • Structure Excavation, Common Soil • Gravel Fill Bedding • Reinforcing Steel (deformed), Grade 40 • Structural Concrete Class A, 27.58 Mpa @ 14 Days • Formworks And Falseworks • Pipes And Fittings, 100mm Dia. Pvc Series 1000 • Ceiling (4.5mm Thk Fiber Cement Board On Metal Frame) • Corrugated Metal Roofing Gauge 26 • Waterproofing, Cement-based • Chb Non Load Bearing (including Reinforcing Steel), 100mm • 4.5mm Thk Ficem Board Wall On Metal Frame • Painting Works, Masonry/concrete • Structural Steel (post & Roof Framing) • Doors And Windows For Control Room • Electrical • Wastewater Treatment Plant 11. Concreting Of Access Road • Surplus Common Excavation • Structure Excavation (common Soil) • Embankment • Subgrade Preparation • Aggregate Subbase Course • Portland Cement Concrete Pavement (unreinforced), 0.20m Thk, 3500psi @ 14 Days • Grouted Riprap (line Canal) 12. Construction Of Barbed Wire Perimeter Fence • Clearing And Grubbing • Structure Excavation (common Soil) • Reinforcing Steel (grade 40) • Formworks And Falseworks • Structural Concrete, Class B @ 28 Days • Fencing, Barbed Wire The Project Is Closely Monitored By Emb/denr That It Will Conform To The Latest Standards And Practices With Regards To The Implementing Rules And Regulations Of Republic Act 9003 Or The Ecological Solid Waste Management Act Of 2000 And The Denr Administrative Order No. 2005-10 Other Known As Philippine Clean Water Act Of 2004. Furthermore, The Project Must Comply With Conditions As Stated In The Approved Environmental Compliance Certificate (ecc) Before Construction, During Construction And After Completion Of The Project. The Eligibility Requirements For The Construction Of The Opol Sanitary Landfill Must Include Having Demonstrated Experience In Sanitary Landfill Operations To Ensure Compliance With The Standards Set By The Department Of Environment And Natural Resources (denr) During Implementation. Furthermore, The Contractor Must Adhere To The Applicable Provisions Of Sections 23-24 Of The Implementing Rules And Regulations (irr) Of Republic Act No. 9184. Itb 5.2 – Single Largest Completed Contract (slcc) & Pcab License Allowable Range Of Contract Cost For This Purpose, Contracts Similar To The Project Refer To Contracts Which Have The Same Major Categories Of Work, Which Shall Be: • Site Development With Building Construction Worth 50 Million And Above For The Past 7 Years • License Category: B • Size Range: “medium A” For Roads, Highway, Pavement, Railways, Airport Horizontal And “medium A” For Building And Industrial Plant Itb 10.4 – Key Personnel For The Construction Of The Contract, The Bidder Is Required To Deploy The Minimum Required Key Personnel: 1. Project Manager A. Licensed Architect Or Civil Engineer For At Least 10 Years. B. Must Be Involved In A Sanitary Landfill Project For The Past 5 Years, Worth 50 Million And Above. Must Present Certificate Of Involvement Signed By The Implementing Office Of The Said Project/s Indicating The Amount And Year Of The Said Project/s. 2. Environmental Planner A. Licensed Environmental Planner For At Least 5 Years. B. Must Be Involved In A Sanitary Landfill Project For The Past 5 Years, Worth 50 Million And Above. Must Present Certificate Of Involvement Signed By The Implementing Office Of The Said Project/s Indicating The Amount And Year Of The Said Project/s. 3. Project Engineer A. Licensed Civil Engineer For At Least 10 Years. B. At Least 10 Years’ Experience In Construction Projects. 4. Sanitary Engineer A. Licensed Sanitary Engineer For At Least 10 Years. B. At Least 10 Years’ Experience In Construction Projects. 5. Materials Engineer A. Licensed Materials Engineer For At Least 10 Years. B. At Least 10 Years’ Experience In Construction Projects. 6. Safety Officer (dole Accredited) A. Certified Safety Officer For At Least 5 Years. B. At Least 5 Years’ Experience In Construction Projects. 7. Foreman A. At Least 10 Years’ Experience In Construction Projects. Itb 10.5 - Equipments Minimum Equipment Needed For The Said Project Is As Follows: Self-loading Truck 1 Unit Excavator (1cum Bucket Capacity) 2 Units 10t Vibratory Roller 1 Unit Motorized Grader 1 Unit 10wheeler Dump Truck 3 Units Payloader 1 Unit Single Bagger Mixer 2 Units Concrete Vibrator 2 Units Plate Compactor 1 Unit Bar Bender 1 Unit Bar Cutter 1 Unit Welding Machine 2 Units