BICOL REGIONAL HOSPITAL AND MEDICAL CENTER Tender

Description "republic Of The Philippines Bicol Center For Health Development Bicol Regional Hospital And Medical Centeral Daraga, Albay" Request For Quotation Form Code: Fm-adm-bac-05 Effectivity: September 28, 2022 Revision: 1 Company Name: ___________________________________________ January 17, 2024 Address: ___________________________________________ Tin Number: ___________________________________________ Jr No. 24-01-013 Please Quote Your Best Offer For The Item/s Described Below, Subject To The Terms And Conditions Provided At The Dorsal Portion Of This Request For Quotation. Submit Your Quotation Duly Signed By You Or Your Representative In Sealed Envelope Not Later Than January 22, 2024, 9:00 Am Charina C. Duano-rebancos, Md.,dpba, Fpsa,mmhoa Bac, Chairperson Telefax No.:(052) 483-0016/483-0015 After Having Carefully Read And Accepted The Terms And Conditions, I/we Submit Our Quotation/s For The Item/s As Follows: Item# Abc Item And Description Quantity Unit Unit Price 588,000.00 Supply Of Labor And Materials For Soil Boring Test/ Sub Soil Exploration At 600 Bed Hospital Building For The Period Of 30 Days 1 Lot Inclusions: Soil Boring Test By Standard Penetration Test With Borehole Depth Of 15 Meters (astm 1586) With Liquefication Analysis 3 Borehole Soil Boring Test By Standard Penetration Test With Borehole Depth Of 30 Meters 2 Borehole Mobilization And Demobilization 1 Lot Hauling Of Drilling Machine And Accessories 1 Lot Hole To Hole Transfer 5 Sets Soil Sampling And Laboratory Testing 5 Sets Scope Of Works: 1. Depth Of Borehole Is As Specified. Reference Elevation Is From Existing Natural Ground 2. Conduct Standard Penetration Test (spt) Including Distributed Sampling Every One Meter Of Depth Using A 2" Outside Diameter And 1-3/8" Inside Diameter Split Spoon Sampler Driven To A Depth Of 30 Cm After An Initian Penetration Of 15 Cm Using A 140 Lbs (63.5 Kg Hammer Falling Freely From A Height Of 30" (762 Mm) As Per Astm D-1568-11 3. Recover Samples For Visual Test And Identification. In Some Instances, An Distributed Sampling On Cohesive Soil May Be Taken Whenever It Is Possible Using A Standard Thin Walled Tube Sampler. 4. Core Samples Will Be Taken Whenever Hard Strata Are Encountered With The Use Of Double Tube Core Barrel With Diamond Corebits. If The Soil Strata Remain The Same, Maximum Of 4 Core Runs Of 1.50 Meter Each Shall Be Undertaken, If The Soil Strata Remain To Be Hard, No Further Sub-soil Exploration Will Be Undertaken. 5.laboratory Testing Of Selected Soil Samples Taken From Boring Which Include But Limited To The Following: A. Natural Moisture Content Per Astm D2216 Or Astm D4643 B. Sieve Analysis Per Astm C316m C. Liquid Limit & Plastic Limit For Silt & Clay Only If Applicable D. Liquefaction Analysis 6. Liquefaction Susceptibility Assesment Per Nscp Section 303.4 By In-situ Method Of Spt Or Standard Penetration Test 7. Description Of Sub-surface Conditions Encountered In The Field Including Water Table Monitoring. 8. Preparation And Submission Of Two Copies Of Technical Report Signed By The Supplier's Engineer 9. Recommendation On The Type, Depth Of Foundation, And Geotechnical Criteria To Be Used In The Design Of Foundation 10. Client Shall Take Note That National Structure Code Of The Philippine 2015, 7th Edition Section 208.4.3.1.102.6 Stated That Soil Profie Types C,d,e Shall Be Classified And It Must Be Based On The Average Soil Properties For The Top 30 Meters Of The Soil Profile. Terms And Condition: 1. Brhmc Shall Provide The Location Plan To Indicate The Location Of Boreholesin The Technical Report. 2. Water Shall Be Provided By Brhmc On Site For Drilling Operation And Secure Permit In Necessary 3. Brhmc Shall Located The Boreholes On Site And The Area Shall Be Clear From Any Obstruction. 4.in The Event That It Will Be Required To Drill Beyond The Agreed Depth, An Additional Charge Of P 3,000 Per Meter Will Be Charged To Brhmc. 5. Brhmc Shall Allow Drilling Crew And Personnel To Stay On The Site Until The Drilling Operation Is Completed 6. Boreholes Shall Be Free From Any Obstruction Prior To Mobilization. For High Rise Building From 4 Storey And Above) For Supplier: · Sec/dti Registration · Philgeps (updated) · Geologist · Licensed Civil/structural Engineer P-2 N-24-01-012 Soil Boiring 600 Bed Hospital Bldg. Item# Abc Item And Description Quantity Unit Unit Price For Soil Exploration: · Soil Boring – Pertinent Astm And/or Aashto Standards · Soil Sampling – Pertinent Uscs Standards Post-boring Deliverables: Final Reports On The Following: · Soil Bearing Capacity · Pile Capacity · Soil Boring Findings · Description Of The Test Procedure · Number Of Tests For Each Type · Boring Logs · Maps · Summary Tables Of The Results · Complete Details And Analysis/computation And Evaluation Of The Results Of Each Test, Grain Size Analysis Curves, Summary Or Recommended Soil Particles And Atterberg Limit Worksheets · Compaction Of Soil · Lateral Strength: O Active O Passive · Coefficient Of Frictions 7. Boreholes Shall Be Free From Any Obstruction Prior To Mobilization. For High Rise Building From 4 Storey And Above) For Supplier: · Sec/dti Registration · Philgeps (updated) · Geologist · Licensed Civil/structural Engineer For Soil Exploration: · Soil Boring – Pertinent Astm And/or Aashto Standards · Soil Sampling – Pertinent Uscs Standards Post-boring Deliverables: Final Reports On The Following: · Soil Bearing Capacity · Pile Capacity · Soil Boring Findings · Description Of The Test Procedure · Number Of Tests For Each Type · Boring Logs · Maps · Summary Tables Of The Results · Complete Details And Analysis/computation And Evaluation Of The Results Of Each Test, Grain Size Analysis Curves, Summary Or Recommended Soil Particles And Atterberg Limit Worksheets · Compaction Of Soil · Lateral Strength: O Active O Passive · Coefficient Of Frictions · Permeability · Recommendations On The Following: O Foundation Design O Pile Length O Paving Design Final Geotechnical Report: · Methodology Of Geotechnical Investigation Performed · Result Of Field Investigation Including Field Logs, Description Of Site Conditions, Profile Of Soil Conditions, Result Of Laboratory Tests, Summary Of Geotechnical Data And Photos The Final Reports Shall Be Submitted Book-bounded In Four (4) Sets And One (1) Copy In Electronic Media (cd-r Disks And/or Cd-rw Disks) In A Format And Form Replicating The Paper-printed Copies, Incorporating All Revisions Deemed Appropriate By Brhmc. The Boreholes Logs, Development Plan Indicating The Actual Borehole Location And Soil Profile Shall Be Submitted In Autocad Format For Reference Of The Engineering Team Of Brhmc. P-3 N-24-01-012 Soil Boiring 600 Bed Hospital Bldg. Item# Abc Item And Description Quantity Unit Unit Price Requirements To Be Attached Upon Submission Of Request For Quotation: 1. Submit Mandatory Requirement: A. Updated Mayors Permit B. Updated Philgeps Certificate Of Registration And Membership Under Platinum Category C. Omnibus Sworn Statement (oss) D. Itr E. Audited Financial Report F. Certificate Of Site Inspection G. List Of Name Of Geologist And Civil/structural Engineer, Licenses & Contact Numbers (efm)) Canvasser Terms And Condition 1. Bidders Shall Provide Correct And Accurate Information Required In This Form. 2. Bidders May Quote For Any Or All The Items. 3. Price Quotation/s Must Be Valid For A Period Of Sixty (60) Calendar Days From The Date Of Submission. 4. Price Quotation/s, To Be Denominated In Philippine Peso Shall Include All Taxes, Duties And/or Levies Payable. 5. Quotations Exceeding The Approved Budget For The Contract Shall Be Rejected. 6. Award Of Contract Shall Be Made To The Lowest Quotation Which Complies With The Minimum Technical Specifications And Other Terms And Conditions Stated Herein. 7. Any Interlineations, Erasures Or Overwriting Shall Be Valid Only If They Are Signed Or Initiated By You Or Any Of Your Duly Authorized Representative/s. 8. The Item/s Shall Be Delivered Within ___ Calendar Days From Receipt Of Purchase Order. 9. Bidders Must Be Registered In The Phil-geps. 10. The Brtth Shall Have The Right To Inspect And/or To Test The Goods To Confirm Their Conformity To The Technical Specifications. 11. Liquidated Damages Equivalent To One Tenth Of One Percent (.001%) Of The Value Of The Goods Not Delivered Within The Prescribed Delivery Period Shall Be Imposed Per Day Of Delay. The Brhmc Shall Rescind The Contract Once The Cumulative Amount Of Liquidated Damages Reaches Ten Percent (10%) Of The Amount Of The Contract, Without Prejudice To Other Courses Of Action And Remedies Open To It.