Survey Tenders

Survey Tenders

City Of Koronadal Water District Tender

Others...+1Electrical and Electronics
Philippines
Details: Description Item No. Specification Statement Of Compliance “comply” Or “not Comply” 1 Supply, Delivery, Installation, Testing And Commissioning Of Supervisory Control And Data Acquisition (scada) System For Koronadal Public Market Water Supply System A. General 1. Scope A. The Scope Of Work Shall Be To Supply, Install, Test And Commission The Supervisory Control And Data Acquisition (scada) System For Koronadal Public Market. All The Required Parameters Shall Be Transmitted To City Of Koronadal Water District Main Office As The Central Command Center. B. The Scada System, In General, Performs The Following Tasks But Not Limited For Specified Parameters: I. Monitoring Functions Ii. Controlling Functions Iii. Graphical Displaying Functions Iv. Reporting Functions V. Alarming Functions Vi. Trending Functions Vii. Data Storage Viii. Other Related Functions That May Be Required By The Ckwd Not Stated Herein. 2. Conditions A. The System And Instruments Should Be Brand-new Specifically The Programmable Automation Controllers, Sensors, Variable Frequency Drives (vfd), Pumps, Motors, Electromagnetic Flowmeters, And Scada Software. B. The Supplier Shall Furnish All Labor, Materials, Tools, Equipment, Transport, Supplies And Other Services To Complete The Scada System And Shall Be Responsible For The Proper Installation Of The Supplied Equipment And Software. C. The Supplier Shall Install The Equipment And System Within One Hundred Twenty Days (120) Days After Signing Of Notice To Proceed (ntp). The 15-day Time Frame Shall Be Allotted In Order To Check The Proper Alignment Of The Pump/ Motor Assembly And Make Necessary Corrections Of Both Mechanical And Electrical Failures Found During Installation And Construction. The Supplier Shall Inform The Ckwd Measures And Proper Procedures On Its Operation To Guarantee A Smooth And Proper Function Of The Newly Installed Units And System. D. Field-testing Shall Be Made Once The Mounted Equipment Is Ready For Operation And When Both The Ckwd And Supplier Have Finished Their Scopes Of Work On The Installed Unit. During The Installation And Commissioning Of The Scada System, The Supplier Is Required To Assign A Technician Responsible For Overseeing The Commissioning Process. All Associated Costs, Including Transportation, Accommodation, Allowances, And Other Incidental Expenses, Shall Be Covered By The Supplier. E. The Supplier Shall Be Liable For Any Damages To Materials, Electro-mechanical Equipment’s Such As But Not Limited To Pumps And Motors, Variable Frequency Drive (vfd), Flowmeter, Level And Other Electro-mechanical Devices During Testing And Commissioning Of The Scada Project And Shall Be Required To Replace Immediately To Any Incur Defects Without Cost To Ckwd. All Incidental Expenses Including The Pulling Out And Transporting Of The Unit Shall Be Borne By The Supplier. F. In Accordance With The Electricity Safety Regulations, Supplier Is Strictly Prohibited From Connecting, Or Allowing To Remain Connected, Any Wiring Or Equipment In Unsafe Conditions To An Electrical Installation Or Power Supply. Additionally, To Control Hazardous Energy Sources, Standard Regulations Require That Machinery And Equipment Be Isolated From Their Energy Sources And Secured With A Lockout Or Tagout System Before Any Servicing Or Maintenance Is Performed. G. The Supplier Shall Provide A Comprehensive Warranty Covering All Parts And Labor For A Minimum Period Of One Year From The Date Of Delivery And Installation Of The Equipment And System. H. In Case Of Any Malfunction, Defect, Or Failure Of The Equipment And System During The Warranty Period, The Supplier Shall Offer Repair Services At No Additional Cost To The Buyer. I. The Supplier Must Respond To A Warranty Repair Request Within 24 Hours Of Notification By The Buyer. The Supplier Is Required To Complete The Repair Or Provide A Replacement Within A Maximum Lead Time Of 1 Week From The Time Of Notification. This Includes The Time For Diagnostics, Shipping Of Parts, And On-site Or Off-site Repair As Necessary. J. If The Repair Cannot Be Completed Within The 1-week Lead Time, The Supplier Must Provide A Temporary Replacement Of Equivalent Specifications At No Extra Cost To The Buyer, Until The Original Equipment Is Repaired And Returned To Full Working Condition. K. The Supplier Is Required To Maintain High Standards Of Housekeeping Throughout The Entire Project Duration. They Shall Be Fully Responsible For Managing And Securing Their Own Materials, Equipment, And Tools To Prevent Any Potential Accidents Or Safety Hazards In The Workplace. L. All Equipment/ Materials Must Be Brand New. 3. Location The Assembly Shall Be Installed At Koronadal Public Market, Purok Kaunlaran, Brgy. Zone I, City Of Koronadal. 4. List Of Major Components Item No. Item Quantity 4.a Programmable Logic Controller 1 4.b Human Machine Interface (hmi) 1 4.c Scada Software 1 4.d Workstation Pc 1 4.e Ethernet Switch 2 4.f Un-interruptible Power Supply 1 4.g Monitor 55" 1 4.h Wireless Antena (tx/rx) With Pole 2 4.i Variable Frequency Drive 2 4.j Pumps & Motors 2 4.k Water Level Monitoring Transmitter 4 4.l Electromagnetic Flowmeter 1 4.m Power Meter 1 4.n Fabricated Coated Panels W/ Complete Assembly 1 4.o Surge Protection Device 1 4.p Butterfly Valve With Actuators 2 4.q Pressure Transmitter 2 5. Major Components Specifications It Shall Meet The Following Operating Requirements: Description Specifications 5.a Programmable Logic Controller Digital Input 28 24 Vdc/vac Inputs, Up To 6 High Speed Counter Channels Relay Output 20 Relay Output Power Supply 24 Vdc Communication Embedded Usb Programming Port, Ethernet Port, Non-isolated Rs232/485 Serial Port Plug-in Ports 5 Plug-in Ports, Up To 4 Expansion Modules 5.b Human Machine Interface (hmi) Display 10.4 In. Display, Aluminum Panel With Resistive Touch Resolution 800x600 Or Higher Case Zinc-coated Skin Pass Steel Power Supply 24vdc (9 - 32vdc) Isolated Interface Ethernet: 2x Gigabit Ethernet (rj45), Usb: 2x Usb 3.0 (type-a / Host) Serial: 1x Rs232/422/485 (db9m) Isolated Operating Temperature 0° - 50°c Approvals Ce, Culus Listed, Ukca, Atex, Kc, Rcm 5.c Scada Software Scada Should Support Unlimited Displays, Unlimited Web Clients And Tags To Accommodate Future Integration With Our Pumping Stations. For Future Expansion, Scada System Shall Have Dual Monitor Capability To Provide Enhanced Visibility And Operational Efficiency. Data Logging To Odbc-compliant Database Such As Microsoft Sql Server Or Historian. 5.d Workstation Pc Cpu At Least 12th Gen Or Higher Intel Core I5 Storage (os) 256gb M.2 Gen 4 Nvme Ssd Storage (data) 2x1 Tb 7200 Rpm Hdd Or Higher Raid 0, 1, 5 Support Operating System Windows 10 Pro Or 11 Pro Memory 8gb Non-ecc Ddr5 Or Higher Display Output 2 X Displayport 1.4a Hbr2 Ports Ethernet Port Rj45 (1 Gbe) Ethernet Port Chassis/form Factor Tower 5.e Ethernet Switch Type Managed Switch Rj45 Ports Minimum 5x10/100baset Operating Temp -20 ~60 Deg. C Vlans Supported Secure Connectivity With Ssh And Https Supported 5.f Un-interruptible Power Supply Supplied Scada Product Must Have The Capacity/facility To Contain Battery-backed Memory For The Duration Of At Least One (1) Day Dedicated For The Plc's Programming And Configuration. System Must Be Able To Send Alerts For Power Outages. An Industrial Type Uninterruptible Power Supply (ups) Must Be Present For Plc Back-up For At Least Fifteen (15) Minutes. It Must Also Support Local And Remote Firmware Upgrade. 5.g Monitor Size: At Least 55" Mounting: Wall Mounted, Inclusive Of Installation 5.h Wireless Antenna (tx/rx) With Pole (communication Complete Set) Power Supply 24v, 0.3a Gigabit Poe Adapter Max. Power Consumption 7w Power Method Passive Poe Gain 23 Dbi Networking Interface (1) 10/100/1000 Ethernet Port Wind Survivability 200 Km/h Security Wpa2 Long-range Point-to-point (ptp) Link Mode 5.i Variable Frequency Drive Motor Power, Hp [kw] 1 Step Higher For 10hp Motor Ac Voltage Range 380v – 500v Voltage % Tolerance +10%, -15% Supply Number Of Phase 3 Phase Total Harmonic Current Distortion (thdi) 30 – 45% Prospective Short Circuit Current (kaic Rating) 65ka Nominal Current 52a Enclosure Rating Ip55 Local Control Panel W/mobile Phone Bluetooth Connectivity And Clear Display Vfd Features Motor Pre-heating Function Built-in Pid Control Built-in Safe Torque Off (sto) Function Full-text Diagnostic Display Dtc Control For Precise Torque Control And Enhance Energy Efficiency Removable Memory Unit For Faster Drive Replacement Digital Variable Frequency Drive That Is Scada Ready And Has Integrated Emc Filter. Complete Protection Against Over/under Voltage, Thermal Overcurrent, Lock Rotor, Ground Fault, Under Current, Definite Time Overcurrent. Digital Monitoring Of Voltage, Current, Frequency, Energy, Kw, And Fault History The Vfd Will Be Controlled Via Fieldbus. Status Updates, Diagnostic Faults, And Alarms Will Be Visible On Both The Hmi And Scada System. 5.j Pumps & Motors Number Of Pump And Motor 2 Units Pump Type Vertical In-line Maximum System Pressure 120 Psi Actual Calculated Flow 3.5 Liters Per Second Maximum Flow 5.0 Liters Per Second Mains Supply 230v Resulting Head Of Pump 35 Meters Head (maximum) 50 Meters Manifold Sizes (inlet And Outlet) 100 Mm Pump Parts In Contact With The Pump Liquid Made Of Stainless Steel Pump Bases And Heads Made Of Cast Iron; Other Vital Parts Are Made Of Stainless Steel Motor Rating 5 Hp, 230v, 3 Phase, 60 Hz 5.k Water Level Monitoring Transmitter Principle Radar Sensor Range Up To 8 Meters Output 4-20ma Beam Angle 8° Operating Voltage 12 - 35 V Dc Protection Rating Ip66 Or Higher Maintenance-free Operation Due To Non-contact 80 Ghz Radar Technology 5.l Electromagnetic Flowmeter Sensor Size Mm (in): 150 (6) Environment Protection Rating: Ip67/nema 6 Accuracy: ±0.2% Qmax (m3/hr): 700 Or Higher Qnominal (m3/hr): 600 Or Higher Qtransitional (m3/hr): 5 Qmin (m3/hr): 3.5 Or Lower Cable: 20 Meters (capable Upto 100m Or Higher) Flange Type Connection: Pn16 Lining Material: Elastomer Flange Material: Carbon Steel Housing Material: Carbon Steel Measurements: Direct/inverse Flow Transmitter Transmitter Mounting: Remote Power Supply: 85 To 265 V Ac Current Output: 4 To 20 Ma Security: Read-only Switch And Ultra-secure Service Password Digital Outputs: Three (3) Configurable Pulse/frequency And Alarm Outputs Fit-and-flow Data Storage Inside The Flow Meter Which Eliminates The Need To Match Sensor When Replace Self-calibrating Capabilities 5.m Power Meter Data Port Ethernet Interface Modbus Tcp Or Its Equivalent Supply Voltage 95-240v Ac; 110-340v Dc Digital Input 1 Or Higher Digital Output 1 Or Higher Degree Of Protection Ip65 Or Higher 5.n Fabricated Coated Panels W/ Complete Assembly Shall Provide Newly Fabricated Powder Coated Panels With A Complete Set Of Wiring Consumables For Network And Monitoring Of All Required Parameters. - Programmable Logic Controller - Human Machine Interface (hmi) - Io Modules - Circuit Breaker Protection - Power Meter - Surge Protection Device - Uninterruptible Power Supply - Exhaust Fan Shall Be Installed Inside The Control House And Shall Be Properly Ventilated 5.o Surge Protection Device Protection Performance Maximum Of 30 Microsecond Radius Of Protection 72 Meters Minimum 5.p Butterfly Valve With Actuators Size In (mm) 6” (150) Butterfly Valve Body Material Cast Iron Butterfly Disc Stainless Steel 304 Or 316 5.q Pressure Transmitter Measuring Range 0 To 16 Bar G (0 To 232 Psi G) Or 0 To 25 Bar G (0 To 363 Psi G) Current Output Signal 4-20 Ma Degree Of Protection Ip65 Or Higher 6. List Of Human Machine Interface (hmi) Alarms Item No. Alarm Descriptions 6.a Under Voltage 6.b Over Voltage 6.c Over Current 6.d Water Level Reservoir (cistern) Low Level 6.e Water Level Reservoir (cistern) High Level 6.f Water Level Right Building Low Level 6.g Water Level Right Building High Level 6.h Water Level Left Building Low Level 6.i Water Level Left Building High Level 6.j Discharge Line High Pressure 6.k Discharge Line Low Pressure 6.l Low/high Flowrate 6.m Submersible Motor Tripped 6.n Motor Control Panel High Temperature 6.o Motorized Valve (on/off Status) 6.p Vfd Alarms 7. System Architecture 8. Personnel Requirements The Contractor Shall Provide The Minimum Number Of Personnel For The Project, As Detailed In The Table Below. These Roles And Responsibilities Ensure Thorough Coverage Of All Project Aspects. Quantity Description 1 Project Engineer (pee) 2 Technical Engineers (electronics And Communications Engineer) 2 Technical Engineers (registered Electrical Engineer) To Ensure Qualified Personnel, All Professionals Must Have A Valid Unexpired Prc License. 9. Schedule Of Payment The Contract Duration Is One Hundred Twenty (120 Cd) Calendar Days Starting Upon Receipt Of Notice To Proceed. All Reports And Related Documents Must Be Submitted To The City Of Koronadal Water District Project Engineer And Should Be Officially Acknowledge Monthly. The Following Are The Schedule Of Payments: Payment Description Percentage Of Contract Price Remarks First Payment Upon Completion Of Item Orders 10% Must Submit Certification That All Components Are Ordered, Attached Proof Of Order From Suppliers Second Payment Upon Delivery Of All Items At Ckwd Facility 30% Must Compile And Submit All The Delivery Receipt Acknowledge By Ckwd Personnel Third Payment Upon Reaching 40% Of Project Accomplishment 30% Must Submit Certification That The Project Reached 40% Of Its Completion And Approved By The Ckwd Project Engineer Final Payment Upon Project Completion And Acceptance 30% With 5% Retention Upon Completion Total 100% B. Additional Requirements (compliance Upon Submission Of Bid) 1. Must Submit Original Catalog / Brochure For Vfd, Pump And Motor, Flowmeter, And Valve (please Specify Offered Product). 2. The Manufacturer Should Have Iso 9001:2015 Certificate Or Any Proof Of Renewal If Expired. 3. Minimum Manufacturer's Warranty Of One (1) Year. 4. Certification On Compliance To The Following: A. Reports: Indicate All The Fault Alarms From Vfd, Pressure, Flow, Level, And Other Protective Devices To Command Center. B. Trends And Data Logging: That Ckwd Will Provide The List Of Variables To Be Included In The Trend And Shall Be Logged Continuously In The Hard Drive For Historical Trending With Reference To The Monitoring Requirements. C. After Sales Service: After The Final Acceptance, The Contractor Shall Conduct A Monthly Site Visit Within The Warranty Period. The Contractor Shall Have 24/7 Availability Of Technical Engineers Within Mindanao Island. Must Submit Notarized Statement Of Undertaking Stipulating Availability Of Skilled Personnel Within Mindanao. D. Site Visit: The Bidder Shall Conduct A Site Visit/survey On Or Before The Pre-bid Conference Schedule To Ensure That They Know The Status/set Up Of The Project Site. Must Submit Certification Signed By Ckwd Project Engineer In-charge. E. Warranty: All Components Shall Be Guaranteed Against Defects In Workmanship And Materials For A Period Of One (1) Year From The Date Of Project Completion. Defective Components Or Parts Discovered Within The Warranty Period Shall Be Replaced Without Charge Or Additional Cost To Ckwd. 5. Bidders Qualifications: A. Must Submit Certification Or Any Document That The Bidder Has A Regional Presence Or A Regional Service/support Partner/center Within Mindanao. B. Bidder Must Be An Authorized Distributor From Manufacturer. Must Submit Certificate Of Distributorship. C. Bidder Must Have A Pcab License. D. Bidder Must Have An Experience Of Having Completed At Least Three (3) Contracts That Is Similar To The Contract To Be Bid. (indicate In The Form Of Statement Of All On-going Government & Private Contracts Including Contract Awarded But Not Yet Started.) E. Bidder Must Have Been In The Business For At Least Five (5) Years Of Providing Scada System Solution And Services In Government Or Private Sectors. Must Submit Dti Or Sec Registration. C. Additional Requirements (compliance Upon Delivery) 1. The Supplier’s Technical Representative Shall Be Present During Installation And Commissioning For Final Testing. 2. Must Submit Comprehensive Documentation, Including But Not Limited To Operation Manuals, Datasheets, And Manufacturers’ Certificates For All Electrical And Mechanical Components. 3. Trainings/transfer Of Technology: The Winning Bidder Shall Provide Inhouse Training On The Following Working Subject Matters: A. Plc And Scada Software Programming B. Installation C. Configuration D. Calibration E. Troubleshooting/operations And Maintenance All Associated Costs, Including Transportation, Accommodation, Allowances, And Other Incidental Expenses, Shall Be Covered By The Supplier.
Closing Date6 Jan 2025
Tender AmountPHP 3.7 Million (USD 63.7 K)

VETERANS AFFAIRS, DEPARTMENT OF USA Tender

Civil And Construction...+2Others, Building Construction
United States
Details: Sources Sought Notice sources Sought Notice page 12 Of 12 sources Sought Notice *= Required Field sources Sought Notice page 1 Of 12 this Announcement Is Not A Request For Proposal. The Government Will Not Pay Nor Reimburse Any Costs Associated With Responding To This Request. The Government Is Under No Obligation To Award A Contract As A Result Of This Announcement. the Department Of Veterans Affairs Is Seeking A Qualified Architect-engineering (ae) Firm To Provide Schematics, Design Development, Construction Documents, Technical Specifications, Construction Period Services, Site Visits, Cost Estimates, As-built Documentation, And All Other Related Information For Project 528a5-24-504, Project Upgrade Buildings 7&8 Electric Room At The Canandaigua Vamc At 400 Fort Hill Ave, Canandaigua Ny 14424. This Project Will Expand The Existing Electrical Rooms On The Ground Floor Of Building 7 And 8, Into Adjacent Spaces And Replace Electrical Components. this Requirement Is Being Procured In Accordance With The Brooks Act As Implemented In Far Subpart 36.6. Applicable Naics Code Is 541330 And Small Business Size Standard Of $25.5 Million. Magnitude Of Construction Is Between $5,000,000.00 And $10,000,000.00. This Is A 100% Service-disabled Veteran Owned Small Business Set Aside. The Anticipated Award Date Of The Proposed A-e Contract Is On Or Before May 20th, 2025 . Potential Contractors Must Be Registered In Sam (www.sam.gov ) And Are Visible/verified/certified As Sdvosb (or Vosb) In Veterans Small Business Certification (https://veterans.certify.sba.gov/ ) At Time Of Submission Of Their Qualifications In Order To Be Considered For An Award. in Order To Assure Compliance With Vaar Clauses, 852.219-75 Va Notice Of Limitations On Subcontracting Certificate Of Compliance For Services And Construction (nov 2022) And 852.219-73 Va Notice To Total Set-aside For Verified Service-disabled Veteran-owned Small Businesses (nov 2022), All Firms Submitting A Sf 330 For This Notice Are Required To Indicate What Percentage Of The Cost Of Contract Performance Will Be Expended On The Concerns Employees And In Which Discipline(s) And Percentage Of Cost Of Contract Performance To Be Expended (and In What Disciplines) By Any Other Consultant/subcontractor Or Otherwise Used Small Or Large Business Entity(s). Any Consultant/subcontractor Or Otherwise Business Entity(s) Used Must Be Identified By Name, Office Location And Size/type Of Business (i.e., Sdvosb, Vosb, 8(a), Small, Large, Etc.). Failure To Provide This Information Will Deem The Firm S Sf 330 Submittal As Nonresponsive And Preclude Further Evaluation all A/e Firms Are Advised That In Accordance With Vaar 836.606-71 The Total Cost Of The Production And Delivery Of Designs, Plans, Drawings And Specifications Shall Not Exceed Six (6) Percent Of The Estimate Cost Of Construction. Other A-e Fees Are Not Included In The Six (6) Percent. Additionally, Far Clause 52.236-22 (c) - Design Within Funding Limitation, Will Be Applicable To This Procurement Action. exsisting Conditions: the Canandaigua Vamc Is Located At 400 Fort Hill Avenue, Canandaigua, Ny 14424. Building 7 And 8 Are Two Of The Main Campus Structures And Contains Sensitive Programming Including Clc S With In-patient Care. The Existing Electrical Rooms Are Insufficient In Size And Does Not Meet Current Codes/standards As Set By The Va. The Adjacent Spaces To These Electrical Rooms Consist Of Available Space For Expansion. All Electrical Equipment Shall Be Replaced Unless Otherwise Directed By The Va And All Building Services Shall Placed On Emergency Power. All Proposed Equipment Shall Meet Current Va Standards And Codes. scope Of Service Required 1. Provide Investigative, Schematic, And Design Development Services, Production Of Construction Documents, Working Drawings, Specifications, And Cost Estimates, And Perform Construction Administration Including Shop Drawing And Submittal Review As Required To Complete The Work And As Per The Architect/engineer (a/e) Required Deliverables. The A/e Firm Shall Analyze The Existing Conditions And Working With The Medical Center Staff Develop Various Proposals To Meet The Project Intent. Develop Accepted Proposal Into A Final Design And Cost Estimate To Best Suit The Needs And Constraints Of The Government, While Incorporating Vamc Canandaigua Engineering Services, Va Network 2, Or Any Other Government Comments. 2. Provide For Necessary Design For Utility Connections, Alternative Power, Phasing, And Support For Building Operations Through Construction With Minimal Interruptions. 3. Perform Load Test On Existing Generator And Emergency Power System To Confirm Existing Supply Will Support Additional Loads. 4. Provide An Independent Analysis To Locate Any Underground Or Hidden Utilities For Inclusion In The Design If Applicable, To Confirm Viability Of Planned Excavations Or Demolitions Of To Support Design Objectives. Such Analysis May Include Ground Penetrating Radar, Review Of Existing Va Documentation Or Other Viable Options To Verify These Utilities. 5. Attend All Design Review Meetings And Make All Necessary Site Visits During Design Phases To Gather Information Necessary From The Existing Site Conditions, Building Plans, Utility Plans, Etc. To Provide A Complete Assessment Of The Proposed Work. The Proposal Shall Include An Identified Number Of Visits. The Va Shall Provide Access To Hardcopy/electronic Files. The A/e Firm Shall Perform All Searches Of The Files For Any Required Reference Materials To Support Design Efforts. Limited Digital Drawings Are Available. 6. Attend Pre-bid Job Walk And Provide All Engineering Responses To Questions Asked By Potential Bidders And Issue Addendum When Necessary. 7. All Work Shall Be In Accordance With All Applicable Codes In The Department Of Veteran Affairs (va) Design Manuals And Va Publications (master Construction Specifications, Construction Standards, National Fire Protection Association (nfpa), Underwriters Laboratory, International Building Code Ibc, National Electric Code (nec), Building Codes And Standards, And Va Information Security Handbook 6500.6, Etc.) 8. All Work Containing Hazardous Materials Shall Be In Accordance With New York State Code Rule 56 Regarding Asbestos And Other Hazardous Materials, Ahera Regulations 40 Cfr Part 763.86, 763,87, And Osha 1926.1101(k)(1). 9. All Submissions Shall Include Physical And Digital Submissions Of Drawings And Specifications. 10. All Drawings Shall Be Submitted At Architectural E1 (30 X 42 ) For Full Sized Sets And Architectural C (18 X 24 ) For Half Sized Sets. All Sets Shall Be Bound. 11. All Cad Submissions Shall Be Provided In Autocad 2017 Unless Discussed Otherwise. Revit Models Shall Also Be Submitted In Addition To Cad Documents If Created. 12. The Autodesk Build Construction Management Platform (autodesk Construction Cloud Acc) Will Be Used For Information Sharing And Project Management Through The Design And Construction Phases. This Software Is Provided By The Va At No Additional Cost To The A/e. a. Platform Training Will Be Provided By The Va And Is Required By All Parties To Access. b. The A/e Shall, Upon Award, Provide A Comprehensive List Of Project Staff Who Will Need Access To Acc Including: i. Full Name ii. Company Name iii. Email Address iv. Role/position On The Project c. Completion Certificates Of Training By All Members Of The Team Shall Be Provided To The Cor Within 12 Calendar Days. d. Additional Members Can Be Added At Any Time Upon Written Request To The Cor. e. Acc Shall Be Used For All Digital Submissions, Official Project Correspondence, Submittals, Rfis, Schedules, Actionable Tasks, Photos, Surveys, Reports, Inspections, Etc. 13. Provide Design, Construction, And Post-construction Services As Listed Below. a Full Scope Of Services Including The Deliverables Will Be Included In The Formal Solicitation After A Review Of The Sf330s. Location canandaigua Vamc. 400 Fort Hill Avenue Canandaigua, Ny 14424 cost Range estimated Construction Cost Range: Between $5,000,000 And $10,000,000. type Of Contract Contemplated the Department Of Veterans Affairs Is Contemplating Awarding A Firm Fixed Price Contract. design Completion Period: The Department Of Veterans Affairs Requires Design And Contract Support Services. The A/e Shall Deliver 100% Bid Documents In 220 Calendar Days From The Notice To Proceed (ntp). selection Criteria Descriptions the Selection Criteria Descriptions Are Provided Below. professional Qualifications Necessary For Satisfactory Performance Of Required Services. offerors Will Be Evaluated In Terms Of The Qualifications, Competence And Experience Of The Key Personnel And Technical Team Proposed To Accomplish This Work. Key Personnel Are Individuals Who Will Have Major Contract Or Project Management Responsibilities And/or Will Provide Unusual Or Unique Expertise. Provide A Balanced Licensed And Or Certified Workforce In The Following Disciplines Architecture, Structural, Mechanical, Electrical, Interior Design, Environmental Services And Fire Protection Engineering As Needed. The Designers Of Record Shall Perform And Direct The Design Within Their Respective Discipline And Shall Sign And Seal The Drawings. The Lead Designer In Each Discipline Must Be Registered But Does Not Have To Be Registered In The Particular State Where The Project Is Located. submission Requirements: Provide Resumes For All Proposed Key Personnel. Resumes Are Limited To One Page Each And Should Cite Project Specific Experience And Indicate Proposed Role In This Contract. Provide Professional Registration, Certification, Licensure And/or Accreditation. Indicate Participation Of Key Personnel In Example Projects In The Sf-330 Part 1 Section G. (2) Specialized Experience And Technical Competence specialized Experience And Technical Competence Required For This Specific Project, Including, Where Appropriate, Experience In Energy Conservation, Pollution Prevention, Waste Reduction, And The Use Of Recovered Materials. offerors Will Be Evaluated On Specialized Experience And Technical Competence In The Performance Of Services Similar To Those Anticipated Under This Contract With Regard To: experience With Design Of Inpatient Medical Care Facilities. experience With Design Of Multifunctional Offices. experience With Specialized Hvac And Electrical Distribution Systems Design For Healthcare Facilities; experience In Providing Post Construction Award Services (shop Drawing Review, As-built Drawing And Quality Assurance Plan (qap) Preparation, Construction Inspection Services, And Operating And Maintenance Manuals). experience With Government Designs And Construction. experience With Extensive Site Survey Skills submission Requirements: Provide Up To Five (5) Projects Completed Or Substantially Completed Within The Past Five (5) Years That Best Illustrate Specialized Experience Of The Proposed Team In The Areas Outlined Above And The Scope Of Work Of The Project. Example Projects Shall Note Project S Square Footage. All Projects Provided In The Sf-330 Must Be Completed By The Office/branch/regional Office/individual Team Member Actually Proposed To Manage And/or Perform Work Under This Contract. To Enable Verification, Firms Should Include The Duns Number Along With Each Firm Name In The Sf-330 Part 1, Section F Item 25 Firms From Section C Involved In This Project, Block (1). Include A Contract Number Or Project Identification Number In Block 21. Include An E-mail Address, And Phone Number For The Point Of Contact In Block 23(c). Include In The Project Description The Contract Period Of Performance, Award Contract Value, Current Contract Value, A Summary Of The Work Performed That Demonstrates Relevance To Specialized Experience As Outlined Above. If The Contractor Served As A Subcontractor On A Project, Indicate The Value Of The Work They Provided Towards The Performance Of The Overall Project. If A Project Was Performed By A Joint Venture, And Not All Joint Venture Partners Are On The Team Proposed For This Contract, The Offeror/team Should Specifically Address The Work Performed By The Joint Venture Partner Offering/teaming On This Contract. Likewise, If The Offeror/team Member Worked As A Subcontractor On A Project, The Description Should Clearly Describe The Work Actually Performed By The Offeror/team Member And The Roles And Responsibilities Of Each On The Project, Rather Than The Work Performed On The Project As A Whole. If The Project Description Does Not Clearly Delineate The Work Performed By The Entity/entities Offering/teaming On This Contract, The Project Could Be Eliminated From Consideration. note: If The Offeror Is A Joint Venture, Information Should Be Submitted As A Joint Venture; However, If There Is No Information For The Joint Venture, Information Should Be Submitted For Either Joint Venture Partner, Not To Exceed A Total Of Five (5) Projects For This Criterion. Projects Shall Be Submitted On The Sf-330. For Submittal Purposes, A Task Order On An Idiq Contract Is Considered A Project, As Is A Stand-alone Contract Award. Do Not List An Idiq Contract As An Example Of A Completed Project. Instead, List Relevant Completed Task Orders Or Stand-alone Contract Awards That Fit Within The Definition Above. Examples Of Project Work Submitted That Do Not Conform To This Requirement Will Not Be Evaluated. failure To Provide Requested Data, Accessible Points Of Contact, Or Valid Phone Numbers Could Result In A Firm Being Rated Lower. all Information For Criterion 1 Should Be Submitted In Part 1, Section F Of The Sf-330. The Government Will Not Consider Information Submitted In Addition To Part 1, Section F In Evaluating Criterion 1. (3) Capacity this Factor Evaluates The Ability Of The Firm, Given Their Current Projected Workload And The Availability Of Their Key Personnel, To Accomplish The Possible Myriad Of Design Projects In The Required Time. submission Requirements: Describe The Firm S Ability To Concurrently Perform And Manage Multiple Projects In Different Locations To Meet Aggressive Schedules, Multiple Disciplines, And Control Costs And The Firm S Capacity To Accomplish Multiple Projects Simultaneously. the General Workload And Staffing Capacity Of The Design Office Will Be Evaluated. list Current Projects With A Design Fee Of Greater Than $20,000 Being Designed In The Firms Office. ii. Indicate The Firms Present Workload And The Availability Of The Project Team (including Sub-consultants) For The Specified Contract Performance Period; iii. Describe Experience In Successfully Delivering Projects Per Performance Schedule, Providing Timely Construction Support, And Successfully Completing Multiple Projects With Similar Delivery Dates (4) Past Performance: Visn2 Will Evaluate Past Performance On Recent And Relevant Contracts With Government Agencies (emphasis On Va Work) And Private Industry In Terms Of Cost Control, Quality Of Work, Compliance With Performance Schedules And A Record Of Significant Claims Against The Firm. i. Recent Is Defined As Performance Occurring Within Five (5) Years Of The Date Of This Sources Sought, Except Those Ongoing Projects Must Have Begun No Less Than One (1) Year Prior To The Issuance Of This Sources Sought. ii. Relevancy Is Defined As Performance Of Work On Projects That Are Similar In Scope Within A Va Hospital Setting In Relation To The Type Of Projects Anticipated Under The Resultant Contracts. respondents With No Previous Past Performance Shall State This When Addressing The Selection Criteria. Where There Is No Record Of Past Performance, The Proposal Will Be Evaluated Neither Favorably Nor Unfavorably. Superior Performance Ratings On Relevant Projects May Be Considered More Favorably In The Evaluation. submission Requirements: Submit A Completed Cpars/acass Evaluation For Each Project Under Criterion 1. If There Is Not A Completed Cpars/acass Evaluation, The Past Performance Questionnaire (ppq) Included In This Notice Is Provided For The Offeror Or Its Team Members To Submit To The Client For Each Project The Offeror Includes Under Criterion 1. An Offeror Shall Not Submit A Ppq When A Completed Cpars/acass Is Available. If A Cpars/acass Evaluation Is Not Available, Ensure Correct Phone Numbers And Email Addresses Are Provided For The Client Point Of Contact. Completed Ppqs Should Be Submitted With Your Sf-330. If The Offeror Is Unable To Obtain A Completed Ppq From A Client For A Project(s) Before The Response Date Set Forth In This Notice, Offerors Should Complete And Submit With Their Responses The First Page Of The Ppq (attachment), Which Will Provide Contract And Client Information For The Respective Project(s). Offerors May Submit A Ppq Previously Submitted Under A Different Notice/rfp (legible Copies Are Acceptable) As Long As It Is On The Same Form As Posted With This Synopsis. Offerors Should Follow Up With Clients/references To Ensure Timely Submittal Of Questionnaires. If Requested By The Client, Questionnaires May Be Submitted Directly To The Government's Point Of Contact, Network Contracting Office 2 Attn: Amanda Baumler Via Email At Amanda.baumler@va.gov Prior To The Response Date. Offerors Shall Not Incorporate By Reference Into Their Response Ppqs Or Cpars Previously Submitted In Response To Other A/e Services Procurements. However, This Does Not Preclude The Government From Utilizing Previously Submitted Ppq Information In The Past Performance Evaluation. (5) Location: Location In The General Geographical Area Of The Project And Knowledge Of The Locality Of The Project; Provided, That Application Of This Criterion Leaves An Appropriate Number Of Qualified Firms, Given The Nature And Size Of The Project iv. To Be Rated Acceptable For This Evaluation Factor, The A/e Firm Must Be Within 450 Miles From The Prime Contractor S Main Office Or Official Satellite Office To The Canandaigua Vamc At 400 Fort Hills Avenue. Canandaigua, Ny 14424. v. This Distance Is Determined According To Http://maps.google.com/ vi. This Factor Evaluates The Distance The Ae Firm's Design Office Or Official Satellite Office(s) From The Location Of Work (va Medical Center). Please Provide The Address (es) And Distance Of Your Closest Office To The Address Listed In Iv. Above. submission Requirements: Indicate Firms/teams Location, Including Main Offices, Branch Offices And Any Subconsultants Offices And Demonstrate How This Will Be Advantageous To The Government. (6) Veteran Owned: The Extent To Which Potential Contractors Identify And Commit To The Use Of Service-disabled Veteran-owned Small Businesses, Veteran-owned Small Businesses, And Other Types Of Small Businesses As Subcontractors. (7) Construction Period Services: Experience In Construction Period Services To Include Professional Field Inspections During The Construction Period, Review Of Construction Submittals, Support In Answering Requests For Information During The Construction Period, And Support Of Construction Contract Changes To Include Drafting Statements Of Work, And Cost Estimates Shall Be Included As An Evaluation Criterion When Construction Period Services Is Included In The Statement Of Work For A-e Services. (8) Experience Specific Experience And Qualifications Of Personnel Proposed For Assignment To The Project And Their Record Of Working Together As A Team. submission Requirements: Offerors Shall Submit Evidence Of Individuals Experience And Qualifications In Their Respective Fields. Additionally, Documentation Must Be Provided To Show These Individuals Have Worked Together As A Team On Previous Projects And Their Role. (completing Sections E, F, And G, On The Sf-330 Meets The Documentation Requirement). Furthermore, Offerors Shall Describe The Ability Of The Firm To Manage, Coordinate And Work Effectively With Team Members, Both Internal Staff And Consultants. Discuss The History Of Working Relationships With Team Members, Including Joint Venture Partners Where Applicable. (9) Reputation Reputation And Standing Of The Firm And Its Principal Officials With Respect To Professional Performance, General Management, And Cooperativeness. submission Requirements: Offerors Shall Provide Documentation (awards, Certificates, Publications, Commendations From Within The Community) As Evidence Of Reputation And Standing Of Its Firm. (10) - Claims - Record Of Significant Claims Against The Firm Because Of Improper Or Incomplete Architectural And Engineering Services. Offerors With Substantiated Claims Against The Firm As A Result Of Improper Architectural And Engineering Services Provided In The Last Three (3) Years. submission Requirements: Records And Any Other Documentation Of Substantiated Claims Highlighting Improper Or Incomplete Architectural Engineering Services Against The Firm Within The Last Three (3) Years. The Sf-330 Shall Contain A Statement Affirming That There Are No Records Of Significant Claims Because Of Improper Or Incomplete Architectural And Engineering Services. please Note: The Ae Evaluation Board Must Be Provided With Complete And Accurate Information For All Ten (10) Evaluation Factors Above In Order To Rank As Qualified And Eligible Firms. Therefore, The Ae Firm Must Expand Upon, As It Deems Necessary, On Any Evaluation Factor Not Well Demonstrated Or Addressed With Part 1a To Part Ig And Part Ii Of The Sf330. The Ae Firm Shall Use Part Ih And/or Use Additional Sheets To Supplement/address All Evaluation Factors To Clearly Demonstrate Its Qualifications. evaluation Scoring evaluation Factors 1, 2, 3, 5, 8, 9 And 10 Will Be Evaluated Using The Following Adjectival Ratings As Follows: outstanding: Proposal Meets Requirements And Indicates An Exceptional Approach And Understanding Of The Requirements. Strengths Far Outweigh Any Weaknesses. Risk Of Unsuccessful Performance Is Very Low. good: Proposal Meets Requirements And Indicates A Thorough Approach And Understanding Of The Requirements. Proposal Contains Strengths Which Outweigh Any Weaknesses. Risk Of Unsuccessful Performance Is Low. acceptable: Proposal Meets Requirements And Indicates An Adequate Approach And Understanding Of The Requirements. Strengths And Weaknesses Are Offsetting Or Will Have Little Or No Impact On Contract Performance. Risk Of Unsuccessful Performance Is Moderate. marginal: Proposal Does Not Clearly Meet Requirements And Has Not Demonstrated An Adequate Approach And Understanding Of The Requirements. The Proposal Has One Or More Weaknesses Which Are Not Offset By Strengths. Risk Of Unsuccessful Performance Is High. unacceptable: Proposal Does Not Meet Requirements And Contains One Or More Deficiencies. Proposal Is Not Awardable. The Firm S Proposal Demonstrates A Misunderstanding Of The Requirement And The Approach Fails To Meet Performance Standards. The Firm S Proposal Has Major Omissions And Inadequate Details To Assure Evaluators That The Offeror Has An Understanding Of Requirement. the Ratings Identified Below Were Used In The Evaluation Of Past Performance (criterion 4): substantial Confidence: Based On The Offeror S Recent/relevant Performance Record, The Government Has A High Expectation That The Offeror Will Successfully Perform The Required Effort. No Doubt Exists Based On The Offeror S Past Performance That They Can Satisfy The Requirements Of The Contract. satisfactory Confidence: Based On The Offeror S Recent/relevant Performance Record, The Government Has A Reasonable Expectation That The Offeror Will Successfully Perform The Required Effort. Little Doubt Exists Based On The Offeror S Past Performance That They Could Satisfy The Requirements Of The Contract. unknown Confidence (neutral): No Recent/relevant Performance Record Is Available Or The Offeror S Performance Record Is So Sparse That No Meaningful Confidence Assessment Rating Can Be Reasonably Assigned. limited Confidence: Based On The Offeror S Recent/relevant Performance Record, The Government Has Little Expectation That The Offeror Will Be Able To Successfully Perform The Required Effort. Some Doubt Exists Based On Past Performance That They Could Satisfy The Terms And Conditions Of The Contract. no Confidence: Based On The Offeror S Recent/relevant Performance Record, The Government Has Little Expectations That The Offeror Will Be Able To Successfully Perform The Required Effort. Significant Doubt Exists Based On The Offeror S Past Performance That They Can Satisfy The Requirements Of The Contract. limitations 852.219-73 Va Notice To Total Set-aside For Verified Service-disabled Veteran-owned Small Businesses (nov 2022) (a) Definition. For The Department Of Veterans Affairs, Service-disabled Veteran-owned Small Business Concern Or Sdvosb : (1) Means A Small Business Concern - (i) Not Less Than 51 Percent Of Which Is Owned By One Or More Service-disabled Veterans Or, In The Case Of Any Publicly Owned Business, Not Less Than 51 Percent Of The Stock Of Which Is Owned By One Or More Service-disabled Veterans Or Eligible Surviving Spouses (see Vaar802.101, Surviving Spouse Definition); (ii) The Management And Daily Business Operations Of Which Are Controlled By One Or More Service-disabled Veterans (or Eligible Surviving Spouses) Or, In The Case Of A Service-disabled Veteran With Permanent And Severe Disability, The Spouse Or Permanent Caregiver Of Such Veteran; (iii) The Business Meets Federal Small Business Size Standards For The Applicable North American Industry Classification System (naics) Code Identified In The Solicitation Document; (iv) The Business Has Been Verified For Ownership And Control Pursuant To 38 Cfr Part 74 And Is Listed In Va's Vendor Information Pages (vip) Database At Https://www.vetbiz.va.gov/vip/; And (v) The Business Will Comply With Vaar Subpart 819.70 And Small Business Administration (sba) Regulations Regarding Small Business Size And Government Contracting Programs At 13 Cfr Parts 121 And 125, Provided That Any Reference Therein To A Service-disabled Veteran-owned Small Business Concern Or Sdvo Sbc, Is To Be Construed To Apply To A Va Verified And Vip-listed Sdvosb, Unless Otherwise Stated In This Clause. (2) The Term Service-disabled Veteran Means A Veteran, As Defined In 38 U.s.c. 101(2), With A Disability That Is Service-connected, As Defined In 38 U.s.c. 101(16). (3) The Term Small Business Concern Has The Meaning Given That Term Under Section 3 Of The Small Business Act (15 U.s.c. 632). (4) The Term Small Business Concern Owned And Controlled By Veterans With Service-connected Disabilities Has The Meaning Given The Term Small Business Concern Owned And Controlled By Service-disabled Veterans Under Section 3(q)(2) Of The Small Business Act (15 U.s.c. 632(q)(2)), Except That For A Va Contract The Firm Must Be Listed In The Vip Database (see Paragraph (a)(1)(iv) Of This Clause). (b) General. (1) Offers Are Solicited Only From Vip-listed Sdvosbs. Offers Received From Entities That Are Not Vip-listed Sdvosbs At The Time Of Offer Shall Not Be Considered. (2) Any Award Resulting From This Solicitation Shall Be Made To A Vip-listed Sdvosb Who Is Eligible At The Time Of Submission Of Offer(s) And At The Time Of Award. (3) The Requirements In This Clause Apply To Any Contract, Order Or Subcontract Where The Firm Receives A Benefit Or Preference From Its Designation As An Sdvosb, Including Set-asides, Sole Source Awards, And Evaluation Preferences. (c) Representation. Pursuant To 38 U.s.c. 8127(e), Only Vip-listed Sdvosbs Are Considered Eligible To Receive Award Of A Resulting Contract. By Submitting An Offer, The Prospective Contractor Represents That It Is An Eligible Sdvosb As Defined In This Clause, 38 Cfr Part 74, And Vaar Subpart 819.70. (d) Agreement. When Awarded A Contract Action, Including Orders Under Multiple-award Contracts, An Sdvosb Agrees That In The Performance Of The Contract, The Sdvosb Shall Comply With Requirements In Vaar Subpart 819.70 And Sba Regulations On Small Business Size And Government Contracting Programs At 13 Cfr Part 121 And Part 125, Including The Non-manufacturer Rule And Limitations On Subcontracting Requirements In 13 Cfr 121.406(b) And 13 Cfr 125.6. Unless Otherwise Stated In This Clause, A Requirement In 13 Cfr Parts 121 And 125 That Applies To An Sdvo Sbc, Is To Be Construed To Also Apply To A Vip-listed Sdvosb. For The Purpose Of Limitations On Subcontracting, Only Vip-listed Sdvosbs (including Independent Contractors) Shall Be Considered Eligible And/or Similarly Situated (i.e., A Firm That Has The Same Small Business Program Status As The Prime Contractor). An Otherwise Eligible Firm Further Agrees To Comply With The Required Certification Requirements In This Solicitation (see 852.219-75 Or 852.219-76 As Applicable). These Requirements Are Summarized As Follows: (1) Services. In The Case Of A Contract For Services (except Construction), The Sdvosb Prime Contractor Will Not Pay More Than 50% Of The Amount Paid By The Government To The Prime For Contract Performance To Firms That Are Not Vip-listed Sdvosbs (excluding Direct Costs To The Extent They Are Not The Principal Purpose Of The Acquisition And The Sdvosb/vosb Does Not Provide The Service, Such As Airline Travel, Cloud Computing Services, Or Mass Media Purchases). When A Contract Includes Both Services And Supplies, The 50 Percent Limitation Shall Apply Only To The Service Portion Of The Contract (2) Supplies/products. (i) In The Case Of A Contract For Supplies Or Products (other Than From A Non-manufacturer Of Such Supplies), The Sdvosb Prime Contractor Will Not Pay More Than 50% Of The Amount Paid By The Government To The Prime For Contract Performance, Excluding The Cost Of Materials, To Firms That Are Not Vip-listed Sdvosbs. When A Contract Includes Both Supply And Services, The 50 Percent Limitation Shall Apply Only To The Supply Portion Of The Contract. (ii) In The Case Of A Contract For Supplies From A Non-manufacturer, The Sdvosb Prime Contractor Will Supply The Product Of A Domestic Small Business Manufacturer Or Processor, Unless A Waiver As Described In 13 Cfr 121.406(b)(5) Has Been Granted. Refer To 13 Crf 125.6(a)(2)(ii) For Guidance Pertaining To Multiple Item Procurements. (3) General Construction. In The Case Of A Contract For General Construction, The Sdvosb Prime Contractor Will Not Pay More Than 85% Of The Amount Paid By The Government To The Prime For Contract Performance, Excluding The Cost Of Materials, To Firms That Are Not Vip-listed Sdvosbs. (4) Special Trade Construction Contractors. In The Case Of A Contract For Special Trade Contractors, No More Than 75% Of The Amount Paid By The Government To The Prime For Contract Performance, Excluding The Cost Of Materials, May Be Paid To Firms That Are Not Vip-listed Sdvosbs. (5) Subcontracting. An Sdvosb Must Meet The Naics Size Standard Assigned By The Prime Contractor And Be Listed In Vip To Count As Similarly Situated. Any Work That A First Tier Vip-listed Sdvosb Subcontractor Further Subcontracts Will Count Towards The Percent Of Subcontract Amount That Cannot Be Exceeded. For Supply Or Construction Contracts, The Cost Of Materials Is Excluded And Not Considered To Be Subcontracted. When A Contract Includes Both Services And Supplies, The 50 Percent Limitation Shall Apply Only To The Portion Of The Contract With The Preponderance Of The Expenditure Upon Which The Assigned Naics Is Based. For Information And More Specific Requirements, Refer To 13 Cfr 125.6. (e) Required Limitations On Subcontracting Compliance Measurement Period. An Sdvosb Shall Comply With The Limitations On Subcontracting As Follows: _x_by The End Of The Base Term Of The Contract Or Order, And Then By The End Of Each Subsequent Option Period; Or __by The End Of The Performance Period For Each Order Issued Under The Contract. (f) Joint Ventures. A Joint Venture May Be Considered Eligible As An Sdvosb If The Joint Venture Is Listed In Vip And Complies With The Requirements In 13 Cfr 125.18(b), Provided That Any Requirement Therein That Applies To An Sdvo Sbc Is To Be Construed To Apply To A Vip-listed Sdvosb. A Joint Venture Agrees That, In The Performance Of The Contract, The Applicable Percentage Specified In Paragraph (d) Of This Clause Will Be Performed By The Aggregate Of The Joint Venture Participants. (g) Precedence. The Va Veterans First Contracting Program, As Defined In Vaar 802.101, Subpart 819.70, And This Clause, Takes Precedence Over Any Inconsistencies Between The Requirements Of The Sba Program For Sdvo Sbcs, And The Va Veterans First Contracting Program. (h) Misrepresentation. Pursuant To 38 U.s.c. 8127(g), Any Business Concern, Including All Its Principals, That Is Determined By Va To Have Willfully And Intentionally Misrepresented A Company's Sdvosb Status Is Subject To Debarment From Contracting With The Department For A Period Of Not Less Than Five Years (see Vaar 809.406-2 Causes For Debarment). submission Requirements: unless Paper Offers Are Specifically Authorized In An Individual Solicitation, All Responses To Solicitations Must Be Submitted Electronically As Described Below. Responses Submitted In A Paper Form Are Unacceptable. Failure To Comply With This Requirement May Jeopardize The Possibility Of Receiving An Award Due To Noncompliance With The Submission Requirements. email Submission Requirements Interested Firms Having The Capabilities To Perform This Work Must Submit: One (1) Electronic Sf 330, Including Parts I And Ii, And Attachments (if Any) To Amanda.baumler@va.gov No Later Than 10am, Eastern Standard Time (est) On Tuesday, January 21st 2025 Submittals Received After The Date And Time Identified Will Not Be Considered. The Submittal Will Be Date And Time Stamped By The Microsoft Email System And Will Be The Official Record Of Receipt For The Submission. All Sf 330 Submissions Shall Be Clearly Indicated In Subject Line, Displaying The Solicitation Number And Project Number And Title (abbreviated And Shortened Is Okay). Submission Is To Be No More Than A Total Of Fifty (50) Pages; Size Of Emails Is Not To Exceed 10 Megabytes (mb). If More Than One Email Is Sent, Please Number Emails In Subject Line As 1 Of 2, 2 Of 2 Etc. all Sf 330 Submissions Must Include The Following Information Either On The Sf 330 Or By Accompanying Document: 1. Cover Page With Solicitation Number, Project Number And Title 2. Table Of Contents 3. Copy Of Valid State Registration For Each Lead Designer 4. Copy Of Current Https://veterans.certify.sba.gov/ Sdvosb/vosb Certification 5. Duns Number 6. Cage Code 7. Tax Id Number 8. Email Address And Phone Number (including The Area Code) Of The Primary Point Of Contact.
Closing Date21 Jan 2025
Tender AmountRefer Documents 

DEPT OF THE NAVY USA Tender

Others
United States
Description: Contact Information|4|n792.10|t2q|215-697-9948|kimberly.flores12.civ@us.navy.mil| item Unique Identification And Valuation (jan 2023)|19|||||||||||||||||||| higher-level Contract Quality Requirement|8|x|||||||| inspection And Acceptance Of Supplies|26|x||||||||||||x|||||||||||||| time Of Delivery (june 1997)|20||||||||||||||||||||| stop-work Order (aug 1989)|1|| wide Area Workflow Payment Instructions (jan 2023)|16|invoice And Receiving (combo) Type||tbd|n00383|tbd|tbd|see Schedule|tbd||||||||| navy Use Of Abilityone Support Contractor - Release Of Offeror Information (3-18))|1|| value Engineering (jun 2020)|3|||| equal Opportunity (sep 2016)|2||| integrity Of Unit Prices (nov 2021)|1|| warranty Of Supplies Of A Noncomplex Nature (jun 2003)|6|12 Months|60 Days After Discovery Of Defect.||||| warranty Of Data - Basic (mar 2014)|2||| equal Opportuity For Workers With Disabilities (jun 2020)|2||| transportation Of Supplies By Sea (oct 2024)|2||| first Article Approval--government Testing (sep 1989)|7|||||||| buy American-free Trade Agreements-balance Of Payments Program-basic (feb 2024)|11|||||||||||| limitation Of Liability--high-value Items (feb 1997)|1|| limitations On Pass-through Charges (jun 2020)|1|| notice Of Total Small Business Set-aside (oct 2020)(deviation 2020-o0008)|1|| alternate A, Annual Representations And Certifications (oct 2024)|13|||||||||||||| buy American-free Trade Agreements-balance Of Payments Program Certificate-basic (feb 2024))|5|||||| buy American--balance Of Payments Program (feb 2024)|1|| annual Representations And Certifications (may 2024)|12|336413|1250||||||||||| facsimile Proposals (oct 1997)|1|| notice Of Priority Rating For National Defense, Emergency Preparedness, Andenergy Program Use (apr 2008))|2||x| evaluation Of First Article Testing|3|||| this Solicitation Is For Made New Manufacture Spare Parts. the Government Intends To Make A Single Award To The Eligible, Responsible,technically Acceptable Offeror Whose Offer, Conforming To The Solicitation, Isdetermined Most Advantageous To The Government, Price, Capacity, And Deliveryconsidered. navsup Wss Requests Proposals Submitted In Response To This Solicitation Remain Valid For A Minimum Of 120 Days Following Submission. all Contractual Documents Related To The Instant Procurement Are Considered Tobe "issued" By The Government When Copies Are Either Deposited In The Mail,transmitted By Facsimile, Or Sent By Other Electronic Commerce Methods, Such As Email. The Governments acceptance Of The Contractors Proposal Constitutes bilateral Agreement To "issue" Contractual Documents As Detailed Herein. \ 1. Scope 1.1 . Markings Shall Be In Accordance With Mil-std-130. 1.2 Pre-award / Post Award Requirements: due To The Critical Use Of This Item And Its Quality History, A Pre-award Survey And Post-award Conference May Be Required For All New Manufacturers. For All Previous Sources, A Post-award Conference May Be Recommended. 1.3 The Components Being Acquired Under This Solicitation Have Been Classified As Flight Critical Requiring Engineering Source Approval By The Naval Air Systems Command. Only Those Companies Who Have Submitted Requests For Source Approval And Been Approved will Be Eligible For Award Under This Solicitation. Any Company Not Previously Approved May Submit A Source Approval Request To The Contracting Officer, Naval Inventory Control Point, (see Block 10 Of The sf33 For Name And Code). The Source Approval Request Shall Contain The Following Documentation And Shall Be Submitted By The Closing Date Of This Solicitation: (a) Copy Of Complete Configuration Drawings For A Similar Item(s) Which Your Company Has Produced Within The Past Three Years, Including Test Procedures For Which Your Company (1) Has Been Qualified To Manufacture And (2) Which Is Similar, I.e., Requires The same Materials, Manufacturing Processes, Inspections, Tolerances And Similar Application As The Item(s) For Which You Are Seeking Approval. (b) Copy Of The Complete Process/operation Sheets Used To Manufacuture The Similar Item, Including But Not Limited To, Detailed Shop Sketches. These Plans Must Note Those Operations And Processes Performed By Subcontractors/ Vendors. (c) Complete Copies Of Purchase Orders, Shipping Documents, Etc. That Document Delivery Of Production Quantities Of The Part To The Original Equipment Manufacturer Or Military Service. Provide The Most Recent Copies Of The Documents. (d) A Detailed Comparative Analysis Of The Differences/similarities Between The Similar Part And The Part(s) For Which You Are Seeking Approval. This Analysis Should Include Materials, Configuration, Tolerances, Process Requirements, Dimensions, Castings, forgings, Etc. (e) Copy Of Inspection Method Sheets Used In The Manufacturing And At Final Inspection. These Sheets Should Include Actual Tolerance, Print Requirements, Inspection Devices, Sources Performing The Operation And Level Of Inspection. Critical Characteristics should Be Discernible From All Other Characteristics. the Above Requirements Are A Subset Of Requirements Specified In The Aso source Approval Information Brochure Dated January 1995. The Submission Of This Data Subset Is Contingent Upon And In Consideration Of The Submitting Contractor Meeting All Other Requirements Specified In This Solicitation To Include A Bilateral Agreement With mda Which Includes Availability Of Complete Data, Mrb Disposition, Etc. Any Company Not Having Such Agreement, But Desiring To Seek Engineering Source Approval, Will Be Required To Submit Data Meeting All Requirements Of The Aso/navicp Source Approval brochure. 1.4 Sampling Rates (aqls) Indicated Below Shall Be Used In Accordance With ansi Z1.4 For Single Sampling And A General Inspection Level Of Ii. 1.5 In Addition To The 100% Pco Mandatory, Critical And Major Characteristics, attributes For Plating, Hardness And Non-destructive Testing Will Be Inspected one Hundred Percent. 1.6 Contractor Shall Develop A System For Identification Of Individual piece Parts For Traceability Purposes. Markings Shall Not Be Permanent. 1.7 An Aql Of 1.5 Will Be Used For Class 3 Threads And Dimensions, And geometric Feature Controls With A Tolerance Range Of .010 Or Less. 1.8 For Minor Characteristics, A Sampling Rate Determined By The Contractor and Subject To Qar Approval Will Be Used. 1.9 The Material Covered In This Contract/purchase Order Will Be Used In A crucial Shipboard System Enabling The Launch And/or Recovery Of Aircraft. The Use Of Incorrect Or Defective Material Would Create A High Probability Of Failure Resulting In A Serious Personnel Injury, Loss Of Life, Loss Of Vital shipboard Systems Or Loss Of Aircraft. Therefore,the Material Has Been designated As Critical Material And Special Control Procedures Are Invoked to Ensure Receipt Of Correct Material. 1.10 Articles To Be Furnished Hereunder Shall Be Manufactured, Tested And Inspected In Accordance With ;nawc Lakehurst; Drawing Number ( ;80020; ) ;510872-2; , Revision ;n; And All Details And Specifications Referenced Therein. 1.11 Unless Expressly Provided For Elsewhere In This Clause, Equipment Such As Fixtures, Jigs, Dies, Patterns, Mylars, Special Tooling, Test Equipment, Or Any Other Manufacturing Aid Required For The Manufacture And/or Testing Of The Subject Item(s) Will Not be Provided By The Government Or Any Other Source And Is The Sole Responsibility Of The Contractor. The Foregoing Applies Notwithstanding Any Reference To Such Equipment Or The Furnishing Thereof That May Be Contained In Any Drawing Or Referenced specification. 1.12 If Mil-std-454 Is Referenced In The Drawings Or In The Specification, The Contractor Is Expected To Show Compliance With Ipc/eiaj-std-001c. 2. Applicable Documents drawing Data=b408573 |80020| F| |a| | | | drawing Data=mpr 1221 |80020| T| |d| | | | drawing Data=mpr 1222 |80020| A| |d| | | | drawing Data=mpr 1223 |80020| C| |d| | | | drawing Data=323195 |80020| E| |a| | | | drawing Data=323196 |80020| E| |a| | | | drawing Data=416328 |80020| G| |a| | | | drawing Data=416330 |80020| C| |d| | | | drawing Data=416332 |80020| C| |a| | | | drawing Data=418772 |80020| D| |a| | | | drawing Data=420340 |80020| D| |d| | | | drawing Data=510875 |80020| F| |c| | | | drawing Data=511224 |80020| J| |d| | | | drawing Data=514822 |80020| M| |d| | | | drawing Data=514823 |80020| G| |d| | | | drawing Data=514824 |80020| G| |d| | | | 3. Requirements - Not Applicable 4. Quality Assurance unique Requirements: 1. All Records Pertaining To Alre Csi/cai Manufacture And Inspection/test Shall Be Provided To The Alre Cognizanttechnical Authority. All Records Shall Be Maintained By Lke Qa And By The Manufacturer For A Period Of Seven Years. 2. Interim Inspection Requirements: The Following Item(s) Requires An Interim Inspection At The Contractor's Location: a. Pn 514822-1, Hook (csi): i. Witness Of Magnetic Particle Inspection Of Area "x" And Section "d-d" Of Drawing 514822 Prior To Chromium Plating. ii. Witness Of Dimensional Inspection In Area "x" And Section "d-d" Of Drawing 514822 Prior To Chromium Plating. iii. Witness Of Hardness Testing In Area "x" And Section "d-d" Of Drawing 514822 Prior To Chromium Plating. 3. Alre Csi Parts Require Certification: a. When Certified, An Alre Part Is Marked With A Material Identification Code (mic). Nawcadlke Qa Will Provide The Mic To Dcma If The Component Is Source Accepted, And After Receipt Of All Associated Data. Application Of Mic Shall Be In The Same Methodology As the Drawing Note For Part Marking, And In Same Area As Part Marking (next To, Above, Or Below). 4. Receipt Inspection And Certification Of Sub-components: a. P/n 514822-1 Shall Be Certified At Lakehurst. 5. Receipt Inspection And Certification Of The Top Assembly: a. The Receipt Inspection And Certification Of The Top Assembly, P/n 510872-2, Shall Occur At Lakehurst During The Final Inspection. 6. Contractor Assist And Part Marking: a. The Contractor Shall Assist On The Conduct Of The Inspections (both Final And Interim) Required That Are Necessary To Certify The Critical Items Specified Herein. The Contractor Shall Provide Adequate Facilities, Inspection Equipment, And Skilled Personnel, to Support The Nawcadlke Inspector In The Conduct Of The Interim Inspection(s). The Contractor Shall Provide Gauges, Tools, Fixtures, And Jigs Necessary To Perform The Inspections. The Contractor Shall Also Provide Sufficient Rigging/material Handling Services and Manpower To Setup/configure/operate Equipment & Machines Used To Accomplish The Inspection Task. This Contractor Assist Requirement Shall Be Applicable To 100% Of The Production Quantities. As Part Of The Mri Process, The Nawcadlke Qa Representative Will provide, In Writing, A Certification Number Along With Direction For Marking The Critical Safety Item (csi). quality Assurance Requirements 1. The Solicitation/contract Shall Contain The Nawcadlke Inspection Surveillance Clause As Follows: a. N/a b. Due To The Critical Nature Of This Item, It Is Necessary To Conduct In-process Inspections On Critical Component Features, Attributes, Or Manufacturing Processes. The Contractor Agrees To Notify Roy Janney, Roy.a.janney.civ@us.navy.mil, Of The Nawc Qa section Code, Bl41600, Lakehurst, Nj 08733-5035 And The Pco When Material Is Scheduled For The Interim Inspection(s) That Are Identified Herein. This Notice Shall Afford The Nawcadlke Qa Representative The Option Of Being Present During The Inspection. A minimum Of Seven (7) Working Days Is Required To Arrange The Surveillance Visit. Notification Shall Include The Following Information: Company Name, Cage Code, Phone Number, Fax Number, Contract Number, Point Of Contact, Part Nomenclature,part Number, Niin, type Of Inspection, And Quantity Of Parts. 2. The Contractor Shall Perform Quality Conformance And Lot Sampling Inspection For All Associated Features That Are Present In The Drawings And Specifications: a. Features/attributes/requirements Classified As Critical And Major On The Drawing(s) Or Within The Technical Specification Shall Be Inspected And Shall Have The Actual Dimensions Documented 100%; b. Attributes For Plating, Hardness, And Non-destructive Testing Shall Be Inspected 100%; c. Class 3 Threads, Dimensions, And Geometric Feature Controls With A Tolerance Range Of .010 Or Less Shall Be Inspected Using An Aql Of 1.5 And The General Inspection Level Ii As Defined By Ansi Z1.4. d. Minor Characteristics: Sampling Shall Be Inspected Using An Aql Of 4.0 And The General Inspection Level Ii As Defined By Ansi Z1.4. 3. The Material Covered In This Contract/purchase Order Will Be Used In A Crucial Shipboard System Supporting The Launch And/or Recovery Of Aircraft. The Use Of Incorrect Or Defective Material Would Create A High Probability Of Failure Resulting In A Serious personnel Injury, Loss Of Life, Loss Of Vital Shipboard Systems, Or Loss Of Aircraft. Therefore, The Material Has Been Designated As Critical Safety Item (csi) Material And Special Control Procedures Are Invoked To Ensure Receipt Of Correct Material. 4. First Article Testing: a. First Article Testing By The Government Is Required For This Item Of Alre/se. b. First Article Samples, All Certifications, Test Reports, And In-process Inspection Documents Needed To Substantiate Product Quality Shall Be Forwarded To The Naval Air Warfare Center Aircraft Division, Code Bl41600 B148, Hwy #547, Lakehurst, Nj 08733-5125 (attention: Drew Flast). c. First Article Samples Will Be Evaluated Within 45 Working Days After The Date Of Receipt For Sample Quantities. d. First Article Sample Quantities Is 1 (one); Delivered In The Uncoated Condition. First Article Results And Disposition Recommendations Will Be Provided To The Pco Via Letter. e. Estimated Test Costs Are $5000. 5. Production Lot Special Tests: N/a 6. For Purposes Of This Tdr, The Term Ndt Shall Refer To The Following Methods: Mt - Magnetic Particle Testing, Pt - Penetrant Inspection, Ut - Ultrasonic Testing, Rt - Radiographic Testing, And Vt - Visual Testing. 7. Companies Performing Ndt Shall Be Nadcap Accredited, Or A Laboratory Accredited By One Of The Organizations Listed Below As Satisfying Iso 17025 (general Requirements For The Competence Of Testing And Calibration Laboratories). Ndt Certificates Shall Be Bear the Symbols Of Accreditation And The Accreditation Body. a. American Association For Laboratory Accreditation (a2la) b. Ansi National Accreditation Board (anab) c. International Accreditation Service, Inc (ias) d. National Voluntary Laboratory Accreditation Program (nvlap) e. Perry Johnson Laboratory Accreditation, Inc (pjla) f. Canadian Association For Laboratory Accreditation Inc. (cala) g. Standards Council Of Canada (scc) 4.1 Review Documentation As Provided Under Dd 1423 Requirements. 4.2 Critical Manufacturing Processes ( ;applies; ) Heat Treat ( ;applies; ) Welding ( ;n/a; ) Cadmium Plating ( ;n/a ; ) Engineering Chrome Plating ( ;applies; ) Nickel Chrome Plating ( ;n/a; ) Casting(s) ( ;n/a; ) Forging(s) ( ;applies; ) Mpr (material Processing Requirements) 4.3 The Test To Be Performed Under The First Article Approval Clause (far 52.209-3) Of The Contract Are Listed Below 4.3.1 Dimensional Test (special) ;close Machine Tolerances.; 4.3.2 Requirements Of: ;lke Drawing Package; 4.3.3 Form ;applies; 4.3.4 Fit ;n/a; 4.3.5 Function ;n/a; 4.3.6 Compliance With Drawing ( ;80020; ) ;510872; , Revision ;rev N ; And Specifications Referenced Therein. 4.4 In Addition To The Above Tests, The First Article(s) To Be Inspected Hereunder Shall Also Be Subjected To Those Tests Which Will Demonstrate That The Article(s) Comply With The Contract Requirements 4.5 The Contractor Shall Be Responsible For Providing The Necessary Parts And Repair Of The First Article Sample(s) During Inspection 4.6 The Contractor Shall Notify The Pco, Aco, And Qar Fourteen (14) Days Prior To Conducting The First Article Test So That The Government May Witness Such Testing. 4.6.1 The Qar Shall Be Present To Witness All First Article Testing. 4.6.2 The Following Additional Personnel Shall Witness The First Article Testing: ;roy Janney Nawcadlke Qa / Tel: (732)-323-2834 e-mail: Roy.a.janney.civ@us.navy.mil; 4.7 Disposition Of Fat Samples 4.7.1 ;n/a; Sample(s) May Be Destroyed During Testing. 4.7.2 ;applies; Unless Otherwise Provided For In The Contract, Sample(s) Shall Remain At The Contractor And May Be Considered As Production Items Under The Contract Provided The Sample(s) Can Be Refurbished To Ready For Issue Condition And Provided The sample(s) Have Inspection Approval Of The Cognizant Dcmc Qar. Sample(s) May Be Shipped As Production Items Only After All Other Units Required Under The Contract Have Been Produced And Are Ready For Shipment. 4.8 Test Sample Coating Instructions 4.8.1 Samples Are To Be Unpainted. Corrosive Areas Are To Be Coated With A Light Preservative If Required. 4.9 Notice To Government Of Testing At The Contractors Facility. 4.9.1 Far 52.209-3 Applies (a) The Contractor Shall Present ;one; ; Unit(s) Of The Following Cage( ;80020; ; ), Part Number ;510872-2; ; , Revision ;rev N; ; As Specified In This Contract. At Least Fourteen (14) Calendar Days Before The Beginning Of The First Article Testing, The contractor Shall Notify The Contracting Officer, In Writing, Of The Time And Location Of The Testing So That The Government May Witness The Tests. (b) The Contractor Shall Submit The First Article Test Report Within 15 Calendar Days From The Date Of Testing To: ;pco; ; the Contractor Shall Mark The Report "first Article Test Report" And Cite The Contract Number And Lot/item Number. Review Documentation As Provided Under The Dd1423 Requirements. (c) Within 45 Calendar Days After The Government Inspects The First Article, The Contracting Officer Shall Notify The Contractor, In Writing, Of The Approval, Conditional Approval, Or Disapproval Of The First Article. The Notice Of Approval, Conditional approval, Or Disapproval Shall Not Relieve The Contractor From Complying With All Requirements Of The Specifications And All Other Terms And Conditions Of This Contract. A Notice Of Conditional Approval Shall State Any Further Action Required Of The contractor. A Notice Of Disapproval Shall Cite Reasons For Disapproval. (d) If The First Article Is Disapproved, The Contractor, Upon Government Request Shall Repeat Any Or All First Article Tests. After Each Request For Additional Tests, The Contractor Shall Make Any Necessary Changes, Modifications, Or Repairs To The First article Or Select Another First Article For Testing. All Costs Related To These Tests Are To Be Borne By The Contractor, Including Any And All Costs For Additional Tests Following A Disapproval. The Contractor Shall Then Conduct The Tests And Deliver Another report To The Government Under The Terms And Conditions And Within The Time Specified In Paragraph B Above. The Government Reserves The Right To Require An Equitable Adjustment Of The Contract Price For Any Extension Of The Delivery Schedule Or For Any additional Costs To The Government Related To These Tests. (e) If The Contractor Fails To Present Any First Article On Time, Or The Contracting Officer Disapproves Any First Article, The Contractor Shall Be Deemed To Have Failed To Make Delivery Within The Meaning Of The Default Clause Of This Contract. (f) Unless Otherwise Provided In The Contract, And If The Approved First Article Is Not Consumed Or Destroyed In Testing, The Contractor May Deliver The Approved First Article As Part Of The Contract Quantity If It Meets All Contract Requirements For acceptance. (g) If The Government Does Not Act Within The Time Specified In Paragraph (c) Above The Contracting Officer, Shall, Upon Timely Written Request From The Contractor, Equitably Adjust Under The Changes Clause Of This Contract The Delivery Or Performance Dates and/or The Contract Price, And Any Other Contractual Term Affected By The Delay. (h) Before First Article Approval, The Acquisition Of Materials Or Components For, Or The Commencement Of Production Or, The Balance Of The Contract Quantity Is At The Sole Risk Of The Contractor. Before First Article Approval, The Costs Thereof Shall Not Be allocated To This Contract For 1) Progress Payments, Or 2) Termination Settlements If The Contract Is Terminated For The Convenience Of The Government. The Contractor Is Responsible For Providing Operating And Maintenance Instructions, Spare Parts, And Repair of The First Article During Any First Article Test. (i) The Contractor Shall Produce Both The First Article And The Production Quantity At The Same Facility And Shall Submit A Certification To The Effect With Each First Article. (j) The Test Report (2 Copies) Shall Be In Accordance With Mil-std-831, Unless Otherwise Specified On The Dd1423, And Shall Be Submitted Via The Cognizant Dcmc To Navsup, Attn: (cite Name And Code In Block 10.a Of The Sf33). The Dcmc Shall Provide Comments On form Dd1222 (2 Copies) Which Shall Be Forwarded With The Test Report. Approval Of The Test Report Is The Pco's Responsibility. Upon Notification Of Approval, Condition Approval, The Aco Shall Execute The Dd250 To Indicate Government Acceptance Of The Test report. 4.10 Alternate Offers - Waiver Of First Article Approval Requirements. (the Following Provisions Supersede Any Waiver Of First Article Approval Requirements Terms Set Forth In Clause 52.209-3 Or 52.209-4 As Appropriate) (a) Unless Otherwise Specified In The Solicitation, Navsup Wss Reserves The Right To Waive The First Article Approval Requirements Specified Herein For Offerors Who Have Previously Furnished Identical Production Articles Accepted By The Government Or The original Equipment Manufacturer/prime Manufacturer. An Offeror Requesting Waiver Of First Article Requirements Shall Submit Evidence With Its Offer Establishing That: (i) The Last Production Unit Was Delivered Within Three (3) Years Of The Issue Date Of This Solicitation, And (ii) The Production Location To Be Used For This Requirement Is The Same As Used For The Previous Production Run. additionally, The Offeror Shall Submit A Certification, To Be Executed By The Officer Or Employee For The Offer, Stating That: (i) The Articles To Be Provided Will Be Produced Using The Same Facilities, Processes, Sequences Of Operations And Approved Subcontractors As Those Previously Delivered And Accepted By The Government Or The Original Equipment Manufacturer/prime Manufacturer, and (ii) The Previous Production Units Were Manufactured Without Material Review Board Disposition Or Waiver/deviation Request Or Rejection Of Pre-production Samples For Cause. (note: This Certification Concerns A Matter Within The Jurisdiction Of An Agency Of The United States And The Making Of A False, Fictitious, Or Fraudulent Certification May Render The Maker Subject To Prosecution Under Title 18, United States code, Section 1001.) (b) Offerors Requesting Waiver Of First Article Approval Requirements Under The Provisions Of This Clause Are Cautioned To Submit Two Prices For Articles Required Herein - One That Is Based On Compliance With The First Article Approval Requirements And one That Is Based On A Waiver Of Such Requirements. Where An Offeror Submits Only One Price And Fails To Clearly State That The Price Is Based On Waiver Of The First Article Approval Requirements It Will Be Deemed To Be Based On Compliance With The First article Approval Requirements (c) In The Event Of The First Article Approval Requirement Is Granted, The Delivery Schedule For The Production Items Shall Be Reduced By The Number Of Days Designated For Delivery Of First Article Test Unit Plus The Number Of Calendar Days Indicated For The government Notification Of Conditional Approval Or Approval. These Requirements Are Specified In The Quality Assurance Section Of This Solicitation. If The Offeror Is Unable To Meet The Desired Schedule, He Shall Insert Below The Alternate Delivery Schedule he Offers To The Government. Offeror's Proposed Alternate Delivery Schedule (based On Waiver Of First Article Approval Requirements) within Days: item No. _____________ Quantity:_______ After Date Of Contract:_________ 4.11 . Mandatory Inspection Requirements: 100% Procurement Contracting Officer (pco) Mandatory Inspection Is Required And Shall Be Accomplished At Source Under The Surveillance And Final Approval Of The Cognizant Dcmao Quality Assurance Representative (qar). during Production, Mandatory Inspection Is Required To Be Accomplished By The Contractor As Follows: A. Level Of Inspection (loi). 1. Critical Characteristics: 100% Inspection Shall Apply. 2. Major And Minor Characteristics: Loi Shall Be In Accordance With A Sampling Plan Acceptable To The Qar. B. Critical Characteristics: ;roy Janney Nawcadlke Qa / Tel: (732)-323-2834 e-mail: Roy.a.janney.civ@us.navy.mil; C. Major And Minor Characteristics 1. Shall Be Defined By The Contractor Subject To Qar Concurrence, Unless Defined On Applicable Drawings And Associated Specifications. 4.12 Special Inspection Requirements ( ;applies; ) Magnetic Particle Inspection ( ;applies; ) Surface Inspection ( ; ; ) Penetrant Inspection ( ;n/a; ) Radiographic Inspection ( ;n/a; ) Ultrsonic Inspection ( ;n/a; ) High Shock Test ( ;n/a; ) Mechanical Vibration Test 4.13 Final Inspection Requirement:due To The Critical Nature Of This Item, Representatives Of The Buying office/and The Cognizant Field Activity, Nawc Lakehurst, Shall Be Notified By The Successful Contractor At Least 14 Days Prior To Presentation To The Dcm Qar Of The Items For Final Inspection So That They May Have The Option Of witnessing The Final Inspection. The Contractor Shall Notify By Email Or telefax Pco And Nawc Lakehurst Qa ;roy Janney Nawcadlke Qa / Tel: (732)-323-2834 e-mail: Roy.a.janney.civ@us.navy.mil; To Arrange For The Final Inspection.the Authority Of The Qar Shall Not Be Abrogated. If The Notification Is Not Given To Both Sites Then The Qar Shall Not Accept The Units. 5. Packaging- Mil-std 2073 Packaging Applies As Found Elsewhere In The Schedule 6. Notes - Not Applicable this Is A Critical Safety Item. for Drawing Updates, See Attached Nawc Lke Drawing Update Sheet. for Navicp Reference Only: Procurement Tdr 24-10082 Was Utilized To Build Tdp the Components Being Acquired Under This Solicitation Have Been Classified As"critical" Requiring Engineering Source Approval By Naval Air Systems Command. Only Those Companies Who Have Been Approved Will Be Eligible For Award Under This Solicition. Any Company not Previously Approved May Submit A Source Approval Request As Outlined Later In This Solicitation. \ date Of First Submission=asreq 16. Remarks: (block 12): Concurrently With Delivery Of Fat Items. inspection/certification Data Needed To Substantiate The Quality Of The First Article Test Unit Shall Be Included In First Article Unit Packaging. The Outside Of The Package That Contains The Data Shall Be Clearly Marked "inspection/certification Data Included". data Requirements: a. Copies Of All Approved Requests For Variations. b. Identification Per Drawings 510872, 323195, 323196, B408573, 416328, 416330, 416332, 418772, 420340, 510875, 511224, 514822, 514823. c. Assembly Per Drawings 510872, 511224. d. Design Requirements Per Note 1 Of Drawing 416328. e. Dimensional Inspection Per Drawings 323195, 323196, B408573, 416328, 416330, 416332, 418772, 420340, 510875, 511224, 514822, 514823. f. Surface Finish (of Bare Metal) Per Drawings 323195, 323196, 418772, 420340, 510875, 511224, 514822, 514823. g. Heat Treatment Per Drawings 416330, 418772, 510875, 514822. h. Magnetic Particle Inspection Per Drawings 416330, 418772, 420340, 510875, 511224, 514822, 514823. i. Material Properties Per Drawings 323195, 323196, B408573, 416330, 416332, 418772, 420340, 510875, 511224, 514822, 514823. j. Thread Dimensions And Designations Per Drawings B408573, 511224. Documentation Shall Include Verification That The Pitch And Functional Diameters Were 100% Inspected In Accordance With System 22 Of Fed-std-h28/20. k. Welding Per Note 13 Of Drawing 514823. l. Magnetic Particle Inspection Of Area "x" And Section "d-d" Of Drawing 514822 Prior To Chromium Plating. m. Dimensional Inspection In Area "x" And Section "d-d" Of Drawing 514822 Prior To Chromium Plating. n. Hardness Testing In Area "x" And Section "d-d" Of Drawing 514822 Prior to Chromium Plating. date Of First Submission=asreq 16. Remarks: (block 12) Concurrently With Final Inspection. data Requirements: a. Copies Of All Approved Requests For Variations. b. Identification Per Drawings 510872, 323195, 323196, B408573, 416328, 416330, 416332, 418772, 420340, 510875, 511224, 514822, 514823. c. Assembly Per Drawings 510872, 511224. d. Design Requirements Per Note 1 Of Drawing 416328. e. Dimensional Inspection Per Drawings 323195, 323196, B408573, 416328, 416330, 416332, 418772, 420340, 510875, 511224, 514822, 514823. f. Surface Finish (of Bare Metal) Per Drawings 323195, 323196, 418772, 420340, 510875, 511224, 514822, 514823. g. Heat Treatment Per Drawings 416330, 418772, 510875, 514822. h. Magnetic Particle Inspection Per Drawings 416330, 418772, 420340, 510875, 511224, 514822, 514823. i. Material Properties Per Drawings 323195, 323196, B408573, 416330, 416332, 418772, 420340, 510875, 511224, 514822, 514823. j. Coating Per Drawings 510875, 514822, 514823. k. Thread Dimensions And Designations Per Drawings B408573, 511224. Documentation Shall Include Verification That The Pitch And Functional Diameters Were 100% Inspected In Accordance With System 22 Of Fed-std-h28/20. l. Plating Per Note 8 Of Drawing 514822. m. Welding Per Note 13 Of Drawing 514823. n. Nitride Hardening Per Note 4 Of Drawing 420340. o. Magnetic Particle Inspection Of Area "x" And Section "d-d" Of Drawing 514822 Prior To Chromium Plating. p. Dimensional Inspection In Area "x" And Section "d-d" Of Drawing 514822 Prior To Chromium Plating. q. Hardness Testing In Area "x" And Section "d-d" Of Drawing 514822 Prior To Chromium Plating. date Of First Submission=090 Dac 16. Remarks: (block 5) Data Requirements: a. Weld Procedure Iaw Navsea S9074-ar-gib-010/278^ Para 4.2 Per Drawing 514823. (block 13) Date Of Subsequent Submmision: Approval Or Reason For Disapproval Shall Be Given By Navairwarcenacdivlke Via The P.c.o. Nlt 45 Days After Disapproval. (block 14) Addresses For Navair Codes: navairwarcenacdivlke code Bl14000 Bldg 596 hwy 547 joint Base Mdl, Nj 08733-5000 navairwarcenacdivlke code Bl32300 Bldg 562 hwy 547 joint Base Mdl, Nj 08733-5000 navairwarcenacdivlke code Bl41600 Bldg 148 hwy 547 joint Base Mdl, Nj 08733-5000 the Welding Procedures Will Be Used By The Government To Verify Contractor Designated Welding Responsibilities Implement Weld Procedures For Each Cont Ractor, Subcontractor Or Welding Entity Performing Welding On Specific Work Specifications date Of First Submission=090 Dac 16. Remarks: (block 5 ) Data Requirements: a. The Weld Procedure Qualification Test Report, Including All Supporting Test Reports And Documentation, Iaw Navsea S9074-aq-gib-010/248^ Para 4.2.3 And 4.6 Drawing 514823. (block 13) Date Of Subsequent Submmision: Approval Or Reason For Disapproval Shall Be Given By Navairwarcenacdivlke Via The P.c.o. Nlt 45 Days After Disapproval. (block 14) Addresses For Navair Codes: navairwarcenacdivlke code Bl14000 Bldg 596 hwy 547 joint Base Mdl, Nj 08733-5000 navairwarcenacdivlke code Bl32300 Bldg 562 hwy 547 joint Base Mdl, Nj 08733-5000 navairwarcenacdivlke code Bl41600 Bldg 148 hwy 547 joint Base Mdl, Nj 08733-5000 date Of First Submission=asreq 16. Remarks: (block 5) Contract Reference: a. Evidence Of Welder Performance Qualification, Including Supporting Test Results And Documentation, Iaw Navsea S9074-aq-gib-010/248^ Para 5.2 Per Drawing 514823. (block 12) Date Of First Submission - 30 Days Prior To Production. (block 13) Provide Qualification Evidence For All Welders. (block 14) Addresses For Navair Codes: navairwarcenacdivlke code Bl32300 Bldg 562 hwy 547 joint Base Mdl, Nj 08733-5000 navairwarcenacdivlke code Bl41600 Bldg 148 hwy 547 joint Base Mdl, Nj 08733-5000 date Of First Submission=090 Dac 16. Remarks: (block 5) Contract Referenc: a. Evidence Of Level Iii Certification Iaw T9074-as-gib-010/271^ Para 1.6 For The Individual Who Approved The Welders Qualification Training Program Iaw Navseas9074-aq-gib-010/248 Para 5.2.3.1, Per Drawing 514823. (block 14) Addresses For Navair Codes: navairwarcenacdivlke code Bl32300 Bldg 562 hwy 547 joint Base Mdl, Nj 08733-5000 navairwarcenacdivlke code Bl41600 Bldg 148 hwy 547 joint Base Mdl, Nj 08733-5000 date Of First Submission=090 Dac 16. Remarks: (block 5) Contract Reference: a. Visual Inspection Written Procedure To Be Used To Visually Inspect All Welds Iaw T9074-as-gib-010/271^ Para 8.3 And 1.7 Thru 1.7.3 Per Drawing 514823. (block 14) Addresses For Navair Codes: navairwarcenacdivlke code Bl32300 Bldg 562 hwy 547 joint Base Mdl, Nj 08733-5000 navairwarcenacdivlke code Bl41600 Bldg 148 hwy 547 joint Base Mdl, Nj 08733-5000 date Of First Submission=090 Dac 16. Remarks: (block 3) Subtitle: Welder Qualification Training Written Procedure. (block 5) Contract Reference: a. Evidence Of Approval Of The Welder Qualification Training Program Iaw Navseas9074-aq-gib-010/248^ Para 5.2.3.1(d), Per Drawing 514823. (block 14) Addresses For Navair Codes: navairwarcenacdivlke code Bl32300 Bldg 562 hwy 547 joint Base Mdl, Nj 08733-5000 navairwarcenacdivlke code Bl41600 Bldg 148 hwy 547 joint Base Mdl, Nj 08733-5000 date Of First Submission=090 Dac 16. Remarks: (block 5) Contract Reference: b. Evidence Of Maintenance Of Qualification For All Welders Iaw Navsea S9074-aqgib-010/248^ Para 5.2.11 And 5.2.12 Per Drawing 514823. (block 14) Addresses For Navair Codes: navairwarcenacdivlke code Bl32300 Bldg 562 hwy 547 joint Base Mdl, Nj 08733-5000 navairwarcenacdivlke code Bl41600 Bldg 148 hwy 547 joint Base Mdl, Nj 08733-5000
Closing Date13 Jan 2025
Tender AmountRefer Documents 

NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION USA Tender

Civil And Construction...+1Civil Works Others
United States
Details: Modification #1 the Purpose Of This Modification Is Add The Complete Solicitation With The Clauses. Reference Attached File "1a 1305m325q0041 Prism With Clauses." ****** construction Project – Parking Lot Sealcoat Treatment And Striping In Accordance With The Statement Of Work. total Small Business Set-aside Per Far Part 13 Under The Simplified Acquisition Threshold (sat). Firm Fixed-price Contract Will Be Awarded Per The Trade-off Criteria In Car 1352.213-70. See The Attached Full Sf 18 Construction Clauses And Provisions With All Terms And Conditions Which All Vendors Must Be In Compliance With To Be Eligible For Award. New Contract, No Incumbent. bonding/loc Will Be Required Unless Your Quote Is Under $35k. period Of Performance work Completed No Later Than 240 Days Of Award, Quotes Must Provide Confirmation They Can Fulfill This Requirement. place Of Performance: pocatello, Id - 1945 Beechcraft Ave. Pocatello, Id 83204 las Vegas, Nv - 7851 Dean Martin Dr. Las Vegas, Nv 89139 the General Decision (gd) Id20240091, Posted On 02/16/2024 And Nv20240058, Posted On 09/20/2024 Will Be Incorporated And May Be Viewed At Www.sam.gov see The Attached Sf 18 Construction Template With All Terms And Conditions Which All Vendors Must Be In Compliance With To Be Eligible For Award. the Government Does Not Accept Responsibility For Non-receipt Of Quotes. It Is The Contractor’s Responsibility To Request And Receive A Confirmation Of The Quote Receipt. construction Purchase Order Clauses (fixed-price) updated Through Fac 2025-02 (jan 2025) far 36.204 Disclosure Of The Magnitude Of Construction Projects the Magnitude Is Between $25,000 And $100,000. utilization Of Fedconnect® For Contract Administration the Department Of Commerce Will Utilize The Fedconnect® Web Portal In Administering This Award. The Contractor Must Be Registered In Fedconnect® And Have Access To The Fedconnect® Website Located At Https://www.fedconnect.net/fedconnect/. For Assistance In Registering Or For Other Fedconnect® Questions Please Call The Fedconnect® Help Desk At (800) 899-6665 Or Email At Support@fedconnect.net. There Is No Charge For Registration In Or Use Of Fedconnect®. (end) car 1352.215-72 Inquiries (apr 2010) offerors Must Submit All Questions Concerning This Solicitation In Writing Via Email To Marilyn.herrera@noaa.gov. Questions Should Be Received No Later Than 4:00 P.m. On 01/17/2025. Any Responses To Questions Will Be Made In Writing, Without Identification Of The Questioner, And Will Be Included In An Amendment To The Solicitation. Even If Provided In Other Form, Only The Question Responses Included In The Amendment To The Solicitation Will Govern Performance Of The Contract. (end Of Clause) far 52.236-27 Site Visit (construction) (feb 1995) (a) The Clauses At 52.236-2, Differing Site Conditions, And 52.236-3, Site Investigations And Conditions Affecting The Work, Will Be Included In Any Contract Awarded As A Result Of This Solicitation. Accordingly, Offerors Or Quoters Are Urged And Expected To Inspect The Site Where The Work Will Be Performed. (b) Site Visits May Be Arranged During Normal Duty Hours By Contacting: name: Mike Kent email: Mike.kent@noaa.gov phone: 805-889-0645 (end Of Provision) a Site Visit Is Highly Recommended But Not Required. Vendors Are Urged And Expected To Inspect The Site Where Services Are To Be Performed And To Satisfy Themselves Regarding All General And Local Conditions That May Affect The Cost Of Contract Performance, To The Extent That The Information Is Reasonably Obtainable. In No Event Shall Failure To Inspect The Site Constitute Grounds For A Claim After Contract Award. car 1352.213-70 Evaluation Utilizing Simplified Acquisition Procedures (apr 2010) the Government Intends To Award A Trade-off, Firm Fixed Price Purchase Order Resulting From This Request For Quotation To The Responsible Offeror Whose Quotation Results In The Best Value To The Government, Considering Both Price And Non-price Factors With Payment Terms Of Net 30. the Evaluation Will Consider The Non-price Technical Solution (technical Approach, Capability, Experience And Past Performance) To Be Significantly More Important Than Price. However, As Quotes Are Determined To Be More Equal In The Non-price Evaluation Factors, Price Becomes More Important. the Government Reserves The Right Not To Award A Purchase Order Depending On The Quality Of The Quote(s) Submitted And The Availability Of Funds. the Government May Award To Other Than The Lowest-priced Vendor Or The Vendor With The Highest Technical Rating If The Contracting Officer Determines That To Do So Would Result In The Best Value To The Government. The Government Will Not Make An Award At A Significantly Higher Overall Price To Achieve Only Slightly Superior Performance Capability. the Following Factors Are Listed In Order Of Importance And Will Be Used To Evaluate Quotations: technical Approach And Capability. the Offeror’s Overall Technical Approach Will Be Evaluated To Assess The Government's Level Of Confidence In The Offeror’s Understanding Of, Approach To, And Ability To Successfully Perform The Requirements As Described In The Statement Of Work. A Detailed Technical Approach Write-up Describing How The Offeror Will Perform This Service Is Required To Be Submitted With The Quote Regardless Of Whether A Site Visit Was Made Or Not. The Technical Approach Write-up Must Not Be A Reiteration Of The Statement Of Work, But How Your Company Plans On Performing The Tasks Listed In The Attached Statement Of Work. (i.e. Performance Checklists, Anticipated Number Of Employees, Anticipated Hours At The Facility And/or Confirmation Of Supplies Being Provided, Etc.) experience. the Offeror's Background, Experience, And Qualifications (relevant Past Projects Performing Similar Services, Certifications Related To Current Requirement, Etc.) Will Be Assessed To Determine The Likelihood That The Offeror Can Successfully Perform The Contract Requirements. Offeror Must Have Knowledge And Experience With Parking Lot Sealcoat Treatment And Striping. past Performance. quote Shall Include At Least Two References From At Least Two Separate Contracts For Similar And Relevant Services Including The Name, Phone Number, Full Address, And E-mail Address Of The Reference To Demonstrate The Offeror’s Capability To Successfully Perform The Services Listed In The Statement Of Work. the Offeror Is Required To Fill Out Blocks 1-4 And Send The Attached Past Performance Questionnaire To The References Provided By The Offeror In Their Submission, And Email The Completed Survey Form Directly To (cs/co Email) By The Closing Date And Time Of This Solicitation. The Government Reserves The Right To Consider Past Performance Report Forms Received After The Due Date And Time Of The Solicitation, Past Performance Questionnaires Submitted From Previous Solicitations, And To Contact References For Verification Or Additional Information. the Offeror's Past Performance On Related Contracts Will Be Evaluated To Determine, As Appropriate, Successful Performance Of Contract Requirements, Quality And Timeliness Of Delivery Of Goods And Services, Cost Management, Communications Between Contracting Parties, Proactive Management And Customer Satisfaction. The Government Will Use Its Discretion To Determine The Sources Of Past Performance Information Used In The Evaluation, And The Information May Be Obtained From References Provided By The Offeror, The Agency’s Knowledge Of Offeror Performance, Other Government Agencies Or Commercial Entities, Or Past Performance Databases, And Will Be Based On Responsiveness, Quality, And Customer Services. offerors Lacking Relevant Past Performance History, Or For Whom Past Performance Information Is Either Not Available Or Has Not Been Submitted To The Government, Will Receive A Neutral Rating For Past Performance. price. the Quoted Prices Will Be Evaluated But Not Scored. The Government Will Evaluate The Price Quote For Completeness And Reasonableness In Relation To The Rfq Requirements. Quoted Prices Must Be Entirely Compatible With The Non-price Technical Solution. period Of Performance: Work Completed No Later Than 240 Days Of Award, Quotes Must Provide Confirmation They Can Fulfill This Requirement. warranty In Writing For Parts And Labor. (end Of Provision) car 1352.213-71 Instructions For Submitting Quotations Under The Simplified Acquisition Threshold—non-commercial (apr 2010) (a) North American Industry Classification System (naics) Code And Small Business Size Standard. The Naics Code And Small Business Size Standard For This Acquisition Is 238990 And $19.0m. (b) Submission Of Quotations. Submit Quotations To The Office Specified In This Solicitation At Or Before The Exact Time Specified In This Solicitation. At A Minimum, Quotations Must Show– (1) The Solicitation Number; (2) The Name, Address, And Telephone Number Of The Offeror; (3) Acknowledgment Of Solicitation Amendments; (4) A Technical Description Showing That The Offeror Can Supply The Requirements In The Specifications Or Statement Of Work In Sufficient Detail To Allow The Government To Evaluate The Quotation In Accordance With The Evaluation Factors Stated In The Solicitation. (5) Past Performance Information, When Included As An Evaluation Factor, To Include Recent And Relevant Contracts For The Same Or Similar Items And Reference Information (including Contract Numbers, Points Of Contact With Telephone Numbers And Other Relevant Information). (6) Price And Any Supporting Details For The Price, As Requested In The Solicitation. (c) Offerors Are Responsible For Submitting Quotations And Any Modifications Thereto, So As To Reach The Government Office Designated In The Solicitation By The Time Specified. The Offeror's Initial Quotation Should Contain The Offeror's Best Terms From A Price And Technical Standpoint. The Government May Reject Any Or All Quotations If Such Action Is In The Public Interest; Accept Other Than The Lowest Quotation; And Waive Informalities And Minor Irregularities In Quotations Received. (end Of Provision) statement Of Work parking Lot Sealcoat Treatment And Striping background: the National Weather Service (nws), Weather Forecast Office (wfo’s) In Pocatello, Id And Las Vegas, Nv Have Parking Lots That Have Not Been Resealed In 10-15 Years And Are In Severe Need Of Treatment. The Existing Surface Has Deteriorated With Large Cracks. general Intention: to Obtain The Services Of Crack Repair, Seal Coat And Re-striping Parking Stalls To Include One Handicap Stall With Handicap Symbol. general Requirements: the Contractor Shall Provide All Supervision, Labor, Tools, Materials And Equipment Necessary To Perform Work As Stated. All Work And Materials Supplied Shall Be In Accordance With These Instructions, Manufacturer’s Specification, All Applicable Federal, State, Local, Osha, Epa, Nec, Nfpa, Building And Facilities Codes And Criteria. the Contractor Shall: 3.1. Provide, As Necessary, Sufficient Traffic Barricades While The Work Is In Progress To Restrict Access To The Work Area Until The Sealer Application And Re-striping Work Is Completed. Remove The Barricades Only After Notifying The Contracting Officer’s Representative (cor) That The Work Is Complete And Vehicle Access Is Authorized. 3.2. Contractor Shall Verify All Measurements Stated Below For Wfo Specifications. Total Asphalt Area For Each Site Is Listed Below. pocatello, Id - 14,350 Ft2 las Vegas, Nv - 14,500 Ft2 3.3. The Material Used Is Within Its Manufacturer Stated Shelf Life; Proof Of Shelf Life Shall Be Provided To The Cor. 3.4. Prior To Surface Cleaning, Clean Out All Cracks Using Compressed Air, And Seal All Cracks Between 1/8” To 2” In The Pavement Using An Approved Crack Sealant. The Crack Sealant Shall Be Compatible With The Surface Sealer Being Applied To The Asphalt Paved Areas Of This Project. 3.5. Repair Cracks That Are Larger Than 2” In Width By Saw Cutting. Remove 6” Of Old Material On Each Side Of The Crack (1 Foot In Total). Pack Removed Area With New Asphalt. 3.6. Before Applying The Sealer, All Foreign Material Shall Be Removed From The Surfaces To Be Treated Including Stall Striping Tape, Loose Material, Dirt, Clay, Oil And Grease Spots. Oil And Grease Spots Shall Be Cleaned And Spot Primed. After The Cleaning Operation And Prior To Application Of The Sealer, The Contractor Will Inspect The Area To Be Treated To Determine Its Ability To Receive The Sealer. 3.7. The Asphalt Sealer Shall Be Of A Type That Has Been Used Commercially In The Specified Areas For At Least The Past Three Years. The Sealer Shall Also Have A Proven Record Of Satisfactory Performance Based On The Ability Of The Material To Reduce The Rate Of Loss Of Fines And To Retard Crack Propagation Of The Pavement. 3.8. All Pavement Markings Which Existed Prior To The Application Of The Surface Sealer Shall Be Reestablished By The Contractor After The Manufacturer-recommended Curing Period. All Guidelines And Templates Shall Be Furnished By The Contractor. Finished Edges Of All Markings Shall Be Sharply Outlined. Paint Colors Shall Be Those As Specified By The American Association Of State Highway And Transportation Officials (aashto) For The Intended Use. attachments pocatello Wfo Drawing las Vegas Wfo Drawing submittal Requirements: the Contractor Shall Provide Electronic Copy Of Each Required Submittal In Accordance With The Below Schedule: deliverable objective due deliver To specification Sheets Describing In Detail The Marking Paint To Be Used For All Sites determine Material To Be Used within 10 Days Of Awarded Contract cor specification Sheets Describing In Detail The Crack Sealing Material To Be Used For All Sites determine Material To Be Used within 10 Days Of Awarded Contract cor specification Sheets Describing In Detail The Surface Sealing Material To Be Used For All Sites determine Material To Be Used within 10 Days Of Awarded Contract cor work Schedule, With Start And Completion Dates coordinate Scheduling With Nws within 3 Days Of Awarded Contract, Or Before Work Begins cor designation Of On-site, Job-site Supervisor And Contact Information provide A Primary Point Of Contact (poc) To Nws contract Award cor 1-year Warranty Documentation warranty Parts And Labor upon Acceptance Of Work contracting Officer (co) sds (safety Data Sheet) list Any Hazardous Material That Will Be Used In Performance Of This Contract. Ref. Far 52.223-3 And Fed-std-313e within 3 Days Of Awarded Contract, Or Before Work Begins, Whichever Occurs First co/cor location: project Is To Be Completed On The Below Premises. pocatello, Id - 1945 Beechcraft Ave. Pocatello, Id 83204 las Vegas, Nv - 7851 Dean Martin Dr. Las Vegas, Nv 89139 period Of Performance: work Must Begin Within Ten (10) Business Days Of Award Of The Purchase Order; “work” Includes Ordering Materials Not Already In Stock And Necessary To Perform The Work. On Site Work Shall Be Completed Within Two Hundred And Forty (240) Calendar Days Of Receipt Of All Necessary Materials. definitions: where “as Shown”, “as Indicated”, “as Detailed”, Or Words Of Similar Import Are Used, It Shall Be Understood That Reference To The Drawings Accompanying This Specification Is Made Unless Stated Otherwise. where “as Directed”, “as Required”, “as Permitted”, “approved”, “acceptance”, Or Words Of Similar Import Are Used, It Shall Be Understood That The Direction, Requirements, Permission, Approval, Or Acceptance Of The Co Is Intended Unless Stated Otherwise. as Used Herein, “provided” Shall Be Understood To Mean “provided Complete In Place”, That Is “furnished And Installed”. regular Working Hours: regular Working Hours Are From 0700 To 1600 Monday Through Friday Except Federal Holidays And Other Days Specifically Designated By The Designated Representative. “regular Working Hours” Means Hours A Contractor Can Expect To Be Allowed To Perform Work On Site, Or Be Able To Contact The Office. Anything Outside Regular Working Hours Must Be Done By Permission Of The Cor. observance Of Legal Holidays And Site Closure Information the Contractor Shall Observe Any Federal Holidays If The Holiday Falls Within The Period Of Performance Of This Contract. when Any Holiday Falls On A Saturday, The Preceding Friday Is Observed; When Any Holiday Falls On A Sunday, The Following Monday Is Observed. All Personnel Assigned To This Contract Shall Limit Their Observation Of Holidays To Those Set Forth Above. in Each Instance, The Contractor Agrees To Continue To Provide Sufficient Personnel To Perform Requirements Of Any Critical Tasks Already In Operation Or Scheduled, And Shall Be Guided By The Instructions Issued By The Cor. In The Event Of A Site Dismissal Or Closure Due To Weather, Emergency Or Other Circumstances, The Contractor Is Instructed To Contact The Cor. 2025 Holiday Schedule date holiday wednesday, January 01 new Year’s Day monday, January 20 birthday Of Martin Luther King, Jr. monday, January 20* inauguration Day monday, February 17** washington’s Birthday monday, May 26 memorial Day thursday, June 19 juneteenth National Independence Day friday, July 04 independence Day monday, September 01 labor Day monday, October 13 columbus Day tuesday, November 11 veterans Day thursday, November 27 thanksgiving Day thursday, December 25 christmas Day *this Holiday Is Designated As "inauguration Day" In Section 6103(c) Of Title 5 Of The United States Code, Which Is The Law That Specifies Holidays For Federal Employees. Federal Employees In The Washington, Dc, Area Are Entitled To A Holiday On The Day A President Is Inaugurated On January 20th For Each Fourth Year After 1965. **this Holiday Is Designated As "washington's Birthday" In Section 6103(a) Of Title 5 Of The United States Code, Which Is The Law That Specifies Holidays For Federal Employees. Though Other Institutions Such As State And Local Governments And Private Businesses May Use Other Names, It Is Our Policy To Always Refer To Holidays By The Names Designated In The Law. conduct Of Work the Contractor Must Ensure Employees Are Physically Able To Accomplish The Work Specified Herein. All Such Employees Working On Government Premises Are Subject To All Applicable Federal Rules And Regulations With Regard To Entering And Leaving The Premises And Building(s). Any Contractor Employee Who Is Considered Incompetent, Careless, Insubordinate, Unsuitable, Or Otherwise Objectionable Or Whose Continued Employment Is Contrary To The Public Interest By The Government’s Designated Representative Will Be Promptly Removed From The Contract Work Upon Notification To The Contractor By The Contracting Officer That Such Conditions(s) Described Above Exist. Onlylegal Us Citizens And Immigrants Are Allowed To Work On Federal Government Construction Projects. safety Requirements: all Work Shall Be Conducted In A Safe Manner And Shall Comply With Station Regulations And Department Of Labor Standards. The Government Will Not Provide Safety Equipment To The Contractor. The Contractor’s Work Site May Be Inspected During Performance Of The Contract For Osha And Station Safety Violations. It Will Be The Contractor’s Responsibility To Rectify Any Violations Immediately. the Contractor Shall Report Any Accidents That Occur During The Performance Of The Contract To The Co Or A Designated Representative, Within 24-hours Of An Occurrence. provide And Maintain Fire Extinguishers In Construction Areas. Flammable And Combustible Liquids: Store, Dispense And Use Liquids In Accordance With 29 Cfr 1926, Nfpa 241 And Nfpa 30. security Requirements: all Personnel Performing Work Under This Contract Shall Be Legal Citizens Or Legal Immigrants Of The United States. identification Of Contractor Vehicles: each Contractor Provided Vehicle Shall Show The Contractor’s Name That Is Clearly Visible And Let The Administrative Assistant At The Front Desk Know What Vehicle Belongs To You As The Contractor. Display A Valid State License Plate And Safety Inspection Sticker, If Applicable. Contractor Vehicles Operated On Government Property Shall Be Maintained In Good Repair. station Regulations: the Contractor And His Employees Shall Become Acquainted With And Obey All Government Regulations As Posted, Or As Requested By The Cor. government-furnished Equipment, Utilities, And Facilities: a Designated Representative Will, Upon Request, Designate Specific Areas Adjacent To The Building And Within The Existing Parking Lot, Specific Areas For The Delivery And Lay-down Of Materials And Equipment To Be Used By The Contractor Specific To This Work. Utilities, Such As Electricity Specific To This Work Will Be Supplied By The Government. cleanup: the Premises Shall Be Kept Free At All Times From Accumulation Of Waste And/or Rubbish Resulting From The Work. Upon Completion Of The Work, All Debris, Tools And Surplus Materials Shall Be Removed And The Entire Area Shall Be Left In A Neat And Clean Condition. All Debris, Trash, Waste And Surplus Material Shall Be Properly Disposed Of Off-site. points Of Contact: to Be Provided At Time Of Award. invoicing: upon Completion And Acceptance Of The Work, The Invoice Shall Be Submitted Via The Invoice Processing Platform (ipp). The Nws Designated Representative To Certify For Payment Is To Be Provided At Time Of Award. construction Order Certifications And Other Statements Of Offerors (fixed-price) ***note: Offeror Must Complete And Return This Section With Quote.*** order/contract Number: 1305m325q0041 name Of Offeror: ____________________________________ asbestos-containing Materials Certification the Offeror Hereby Certifies That No Asbestos-containing Materials, Products Or Supplies Will Be Delivered To The Work Site Or Utilized Or Installed During The Performance Of The Proposed Contract. The Offeror Also Certifies, That If Awarded The Contract, They Will Be Responsible For The Cost Of Removal Of All Asbestos-containing Materials, Products Or Supplies Delivered To The Work Site Or Utilized Or Installed During The Performance Of The Contract, And The Cost For Remediation Of Any Hazard Created. offeror Name: ________________________________________ certifying Official (vendor Signs) signature: printed Name: title: date: authorized Negotiator(s) the Offeror Or Respondent Represents That The Following Persons Are Authorized To Negotiate On Its Behalf With The Government In Connection With This Request For Offer: name title telephone Number
Closing Date21 Jan 2025
Tender AmountRefer Documents 

City Of Winnipeg Tender

Civil And Construction...+2Consultancy Services, Civil And Architectural Services
Canada
Details: D4. Scope Of Services D4.1 This Scope Of Services Identifies The Services Required And Is To Provide A General Guideline Only. The Consultant Will Draw Upon Their Expertise And Knowledge In Sewer Condition Assessment As Well As Their Knowledge Of The City’s Sewer Inspection Program And Sewer Infrastructure To Make The Appropriate Recommendations In Their Proposal. D4.2 The Services Required Under D4.9, D4.10, D4.11, D4.12, And D4.13 Shall Be In Accordance With The City’s Project Management Manual Http://winnipeg.ca/infrastructure/asset-managementprogram/ Templates-manuals.stm#2 And Templates Http://winnipeg.ca/infrastructure/assetmanagement- Program/templates-manuals.stm#4 . Notwithstanding The Foregoing, The Consultant Is Being Engaged By The City For Its Professional Expertise; The Consultant Shall Bring To The Consulting Contract Administrator’s Attention Any Aspect Of The City’s Project Management Manual Or Templates Which The Consultant Is Of The Opinion Is Not Consistent With Good Industry Practice. D4.3 The Following Shall Apply To The Services If Applicable: (a) City Of Winnipeg Green Building Policy: New City-owned Buildings And Major Additions Http://clkapps.winnipeg.ca/dmis/docext/viewdoc.asp?documenttypeid=2&docid=5989 (b) Universal Design Policy Http://clkapps.winnipeg.ca/dmis/docext/viewdoc.asp?documenttypeid=2&docid=3604 (c) Should This Project Include A Public Engagement Aspect, It Will Be Required To Meet: Public Engagement Guidelines Https://winnipeg.ca/publicengagement/pdfs/publicengagementrequirements.pdf D4.4 The Funds Available For This Contract (2025) Are $475,000.00. D4.5 The Work Of This Contract Consists Of Consulting Services To Provide Project Management, Program Development, Procurement, Contract Administration, And Analytical Services For The Sewer And Manhole Cleaning And Inspection Project (sewer Inspections). The Sewer Inspections, Performed By A Contractor, Will Be Tendered And Administered By The Consultant Under A Separate Tender. The Consultant Will Perform Condition Assessment On Sewers And Manholes Inspected By The Contractor. D4.6 The 2025 Work Includes Inspections Of All Sewers That Have Previously Been Inspected In The Despins, Marion, Mission, Mission Separate, And Woodhaven Sewer Districts Regardless Of Structural Performance Grade To Monitor Their Deterioration, As The Original Inspections Were Completed Nearly 20 Years Ago. Finally, Aging Wastewater, Storm Relief And Land Drainage Sewers With No Previous Inspections Now Require Inspection To Establish Their Structural Condition. D4.7 The Required Condition Assessments In 2025 Are: (a) 76.4 Km Of Previously Inspected Combined Sewers And Manholes Which Are Being Inspected As Part Of The District-wide Re-inspections And Will Be In Various States Of Deterioration; (b) 36.4 Km Of Wastewater Sewers And Manholes Which Now Require Inspection Due To Their Age (c) 24.3 Km Of Storm Relief Sewers And Manholes Which Now Require Inspection Due To Their Age; And (d) 20.4 Km Of Land Drainage Sewers And Manholes Which Now Require Inspection Due To Their Age These Sewers Are Listed In Appendix A And Shown On The Location Map In Appendix B. D4.8 There Will Be The Option Of Two (2) Mutually Agreed Upon One (1) Year Extensions. D4.8.1 The City May Negotiate The Extension Option With The Consultant Within One Hundred Twenty (120) Calendar Days Of December 31st Of The Current Year. The City Shall Incur No Liability To The Consultant As A Result Of Such Negotiations. D4.8.2 Changes Resulting From Such Negotiations Shall Become Effective Upon Initiation Of The Next Year’s Program; Changes Will Not Be Applied To Any Year’s Program Currently Underway. Changes To The Contract Shall Not Be Implemented By The Consultant Without Written Approval By The Consulting Contract Administrator. D4.8.3 The Two Potential One-year Extensions For 2026 And 2027 Will Be For Condition Assessment Programs That Are Expected To Be Of Similar Size And Scope To The 2025 Contract, But May Be Adjusted To Reflect The Lessons Learned From Previous Years. Future Programs Will Depend On Available Approved Capital Funds. Specific Locations Will Be Determined Prior To Negotiations. D4.8.4 Sewer Inspection Guidelines For Consultant Contract Administration Fee Basis (a) Pre-cleaning Shall Be Done On All Combined, Storm Relief And Land Drainage Sewers Less Than 900mm In Diameter And All Wastewater Sewers Smaller Than 450mm. (b) Large Diameter Sewers, Equal To Or Greater Than 900mm For Combined, Storm Relief Or Land Drainage And Equal To Or Greater Than 450mm For Wastewater, Will Be Inspected Without Pre-cleaning Except As Required. (c) The City Requires The Successful Cleaning And Inspection Contractor To Provide Sewer Coding For All Inspected Assets In Nassco Pacp And Macp Format. (d) An Average Contractor Inspection Rate Of 1100m/day Should Be Assumed For Estimating Purposes. This Amount Can Vary Depending On The Successful Contractor Or Type Of Inspection And Size Of Pipe Inspected. D4.8.5 The Annual Preliminary Budget Estimate For The Sewer Cleaning And Inspections Tender Including Applicable Taxes Is $4,260,000.00. D4.9 Program Management D4.9.1 The Successful Consultant Will Be Responsible For Project Reporting And Support To The City’s Consulting Contract Administrator In Accordance With The City Of Winnipeg’s Project Management Manual And Templates. D4.9.2 Develop, Host, And Maintain A Microsoft Sharepoint Site (sharepoint) That Is Updated On A Daily Basis At The Start And End Of Each Workday, And Additionally As Required. The Consultant Is Responsible For Providing Key Project Staff (consultant, Contractor, And City) Access To Sharepoint. Coordinate And Conduct A Pre-construction Meeting With All Relevant Parties And Provide Minutes Within Seven (7) Calendar Days Of The Meeting. D4.9.3 Arrange For Regular Bi-weekly Job Meetings At An Agreed Location Throughout The Duration Of The Project. The Meetings Are To Be Attended By The Contract Administrator, Or Their Designate, As Well As The Resident Inspector, The Contractor, And The Department’s Consulting Contract Administrator. Provide Minutes Of All Site Meetings Within Seven (7) Calendar Days Of The Meeting. D4.9.4 A Maximum Of 80% Of The Total Fee For The “project Management” Task Will Be Paid Prior To The Acceptance Of The Draft Summary Report. The Remaining 20% Of The Payment Will Be Made Upon Acceptance Of The Final Summary Report. D4.10 Program Development D4.10.1 Meet With Stakeholders And Identify The General Strategy For Completing The Project. D4.10.2 Review The Assets (sewers, Manholes, And Chambers) To Be Inspected (appendix A) And Create An Inspection Work Program In Infoasset Manager And The Corresponding Inspection Work Orders. D4.10.3 Identify Errors And Omissions In The Work Listed In Appendix A And Review With The Consulting Contract Administrator. D4.10.4 Perform A General Site Investigation And Identify Any Locations With Access Issues Or Areas Of Cleaning And Inspection That May Interfere Or Require Additional Clearances Due To Proximity Of Other Utilities, For Example Water Feeder Main Or Aqueduct Crossings. D4.10.5 Refine The Project Schedule. D4.10.6 A Maximum Of 80% Of The Total Fee For The “program Development” Task Will Be Paid Prior To The Acceptance Of The Draft Summary Report. The Remaining 20% Of The Payment Will Be Made Upon Acceptance Of The Final Summary Report. D4.11 Drawing And Tender Document Preparation D4.11.1 Tender Documents Shall Be Consistent With Past Sewer Inspection Contracts Which Can Be Found On The City’s Bid Opportunity Web Site Under “closed Bid Opportunity Information”. D4.11.2 Review The Past Inspection Contracts With Stakeholders And Refine The Contract Specifications. Where Required, Write Specifications Modifying The City Of Winnipeg Standard Construction Specifications Cw 2140 And Cw 2145 To Suit The Nature Of The Work And To Apply Lessons Learned From Past Contracts. Known Specification Additions Will Include, But Not Be Limited To: (a) An Amount Of Miscellaneous Hourly ‘as-required’ Cleaning For Sewers And Manholes; (b) An Amount Of Miscellaneous Hourly ‘as-required’ Cleaning For Other Structures. Other Structures Include: Lift Stations, Control Structures, Overflow Structures, Etc.; (c) Where Possible The Inspections Shall Be Carried Out From A Wheeled Or Track-driven Inspection Platform But In Areas With High Flow Or Soft Debris A Floating Platform Or Skid Will Be Required; (d) For Some Sewers, Inspections May Need To Be Carried Out At Night During Low Flow Conditions Or For Safety Or Traffic Considerations. D4.11.3 Prepare Maps (drawings) Showing All Assets To Be Inspected Labelled With Asset Numbers And Flow Direction Arrows. (a) Show All Lift Stations, Flow Monitor Installations, And Gate Chambers/control Structures That May Affect Or Be Affected By The Work; (b) Show The Locations Of All “white-cap Hydrants” In The General Areas Of The Sewers To Be Inspected. The City Will Provide All Gis Data For White-cap Hydrants. Water Required For The Work Will Only Be Taken From These Hydrants Or Any Other Hydrant As Approved By Water Services Division. (c) Show All Locations Identified In D.10.4 And Note Clearances May Be Required Prior To Attempting Inspections. D4.11.4 Include A Table Of Assets To Be Inspected (work Program) In Ms Excel Format. D4.11.5 Prepare A Pre-tender Estimate And Provide To The Consulting Contract Administrator. The Consulting Contract Administrator Must Approve The Pre-tender Estimate Prior To Posting The Tender. D4.11.6 Provide An Accurate Defendable Estimate Of Costs For Liquidated Damages Including City Costs As Well (provided By The Consulting Contract Administrator). The Consulting Contract Administrator Must Approve The Estimate Of Costs For Liquidated Damages Prior To Posting The Tender. D4.11.7 A Maximum Of 80% Of The Total Fee For The “drawing And Bid Document Preparation” Task Will Be Paid Prior To The Acceptance Of The Draft Summary Report. The Remaining 20% Of The Payment Will Be Made Upon Acceptance Of The Final Summary Report. D4.12 Procurement Process D4.12.1 Review Bid Submissions For Completeness And Prepare Bid Tabulation. D4.12.2 Review Low Bidder Qualifications. (a) Perform A Complete Review Of The Low Bidders Qualifications To Determine If They Are Capable Of Performing The Work Under The Terms Of The Contract. (b) Conduct A Pre-award Meeting If Required. D4.12.3 Make A Recommendation Of Award To The Consulting Contract Administrator. D4.12.4 A Maximum Of 80% Of The Total Fee For The “procurement Process” Task Will Be Paid Prior To The Acceptance Of The Draft Summary Report. The Remaining 20% Of The Payment Will Be Made Upon Acceptance Of The Final Summary Report. D4.13 Contract Administration Services D4.13.1 Non-resident (a) Process Monthly Contract Progress Estimates Within Ten (10) Business Days In Accordance With The General Conditions Of The City Of Winnipeg Standard Construction Specifications. (b) Provide A Detailed Monthly Consultant Progress Report Using The City Of Winnipeg Pmm Template. This Report Is To Include The Actual Costs To Date, Plus Projected Costs To Complete The Contract Including Allowances For Any Unforeseen Costs. The Report Will Identify Any Expected Budget Overruns Or Surpluses. (c) Monitor Project Progress And Ensure All Items Of Work Are Completed Within The Terms Of The Contract. (d) Ensure The Contractor Submits The Inspections And Data Files To The Consultant On A Weekly Basis For The Previous Week’s Work. (e) Determine The Dates Of Any Required Critical Stages Along With Substantial And Total Performance And Complete The Corresponding Certificates. (f) Look For And Document Locations Of Dry Weather Overflows In All Srs Pipes. The Consultant Will Notify The Consulting Contract Administrator Immediately Upon Encountering Such Locations. (g) Look For And Document Locations Of Infiltration And Inflow (i & I) In All Sewers. The Consultant Will Notify The Consulting Contract Administrator Immediately Upon Encountering Locations Of I & I. (h) Information Provided By The Consultant On Sharepoint Will Include, But Not Be Limited To: Project Records, Sewer And Manhole Inspections, Notices To Residents, Resident Complaints, Emergency Repair Details, White-cap Hydrant Locations, And Project Progress Details. (i) Prepare Operational Shutdown Summary (oss) Documents And Hydraulic Analysis For Cleaning Lift Station Locations Identified Within The Districts Listed In The Contract. Oss Documents To Be Reviewed And Authorized By Waste Water Service Division Personnel Prior To Commencement Of Lift Station Cleaning Activities. (j) Ensure That Infoasset Manager Is Updated On A Regular Basis Daily Throughout The Duration Of The Project. (i) Where Inspections Could Not Be Completed In Full, Ensure The Comments Field In The Inspection Window Shows Details Of The Survey Abandoned (sa) Along With The Percent Of Obstruction – I.e. Sa, Debris 40%. (ii) Where Inspections Could Not Be Obtained, Update The Asset Comments Field In Infoasset Manager With The Reasons Why. If Maintenance Is Required To Obtain The Inspections, Create The Corresponding Work Orders In Infoasset Manager. (k) A Maximum Of 80% Of The Total Fee For The “non-resident Contract Administration Services” Task Will Be Paid Prior To The Acceptance Of The Draft Summary Report. The Remaining 20% Of The Payment Will Be Made Upon Acceptance Of The Final Summary Report. D4.13.2 Resident (a) Personnel Experienced In Sewer Inspection Are To Be Provided For Continuous On-site Inspection Of The Work. (b) Monitor The Activities Of The Contractor To Ensure: (i) Project Schedules Are Being Realized; (ii) Traffic Control Is In Accordance With City Specifications; (iii) Damage To Private Property Is Addressed; (iv) Contract Requirements And Specifications Are Being Met; (v) Residential Notices Are Being Delivered On Time; (vi) Site Safety Is In Accordance With Provincial Regulations. (c) Review Video Inspections On-site For Adherence To The Specifications. (i) Perform Quality Assurance / Quality Control (qa/qc) In The Field And Perform Random Resolution Tests Of Captured Video; (ii) Ensure That Video Is Submitted To The Department For Consideration Of Emergency Repairs In A Timely Manner. (d) Update The Water And Waste Department’s Asset Management Branch Of The Addresses Where Notices Have Been Delivered At The Beginning Of Each Working Day And Provide Daily Updates Of Completed Locations. (e) Coordinate With The Wastewater Services Division When Working At Or Near Lift Stations, Flow Meters And Overflow Structures Including The Drafting, And Achieving Final Approval, Of Operational Shutdown Summary Documents For The Purpose Of Cleaning Specific Lift Stations Within The Related Sewer Districts. (f) Consultant To Provide Air Monitor And Supply Air For Their Personnel Should The Need To Enter Confined Space Arise. (g) Coordinate With The Water Services Division For Hydrant Approval And Monitor Hydrant Operation By The Contractor To Ensure Conformance With City Requirements. Ensure That Only Personnel Trained By Water Services Operate Hydrants. (h) Provide Weekly Project Reports To The Department's Consulting Contract Administrator Identifying, But Not Limited To The Following: Days Worked, Progress, Days Lost Due To Weather Conditions, Project Concerns, Material, Personnel, Equipment Employed By The Contractor, And Work Completed. Provide Weekly Reports No Later Than The Following Wednesday. (i) Monitor All Damage To Private Property, Including Basement Flooding, Caused By The Contractor And: (i) Ensure That Acceptable Repairs Are Made To The Satisfaction Of The Homeowner And The Department; (ii) Ensure That The Contractor Submits A Report For Every Incidence Of Property Damage Describing All Actions Taken And Copies Of Agreements Made; (iii) Take Before And After Photographs (digital) Of All Damage. (j) Make And Submit Gis Error Reports To The City For Any Gross Errors Between Records And Actual Field Measurements. (i) On The Day The Error Is Discovered, Update Sharepoint With The Details; (ii) Prepare A Gis Error Report And Submit With The Weekly Report. (k) Track All Pay-item Quantities And Obtain Confirmation And Signature From The Contractor On A Daily Basis. (l) For Asset Inspections That Could Not Be Attempted Or Completed; (i) Record The Reasons Why They Could Not Be Attempted Or Completed For The Purpose Of Updating Sharepoint. Common Reasons Include, But Are Not Limited To, Excessive Debris, Access Issues, Flow Conditions, Etc. (m) A Maximum Of 80% Of The Total Fee For The “resident Contract Administration Services” Task Will Be Paid Prior To The Acceptance Of The Draft Summary Report. The Remaining 20% Of The Payment Will Be Made Upon Acceptance Of The Final Summary Report. D4.14 Analytical Services (a) The City Uses Software By Innovyze, Specifically Infoasset Manager, To Manage Its Sewer Assets. This Is A Purpose-built Infrastructure Management System For Wastewater Collection And Land Drainage Networks To Aid In Day-to-day Operational Management As Well As Long-term Network Planning. Infoasset Manager Will Be Used By The Consultant For Performing Condition Assessment. The Consultant Is Responsible For Obtaining The Necessary Licenses For The Product; Associated Costs Will Not Be Covered Under This Contract. (water & Waste Department’s Media Management Program Will Be Implemented At A Point Within The Term Of The Contract.) (b) The Water And Waste Department Is Working In Conjunction With Our It Department On Implementing A Web-based Application For The Submittal And Initial Review Of Nassco Pacp And Macp Inspections. The Exact Timeline This Application Will Be Completed Is Unknown, But It Is Anticipated To Be Ready For Use At Some Point In The Duration Of This Contract. This May Cause Changes In The Processes Used By The Contractor And The Consultant In The Submittal Of Sewer And Manholes Inspections. If Extra Work Is Expected Due To This Application Implementation, Discussions With The City Consulting Contract Administrator Will Be Required To Determine If A Change In Scope Of Services Is Warranted. (c) Only Personnel With Extensive Experience And Knowledge In Sewer Construction Techniques, Identification Of Failure Modes Of Various Pipe Materials, And Rehabilitation Methods Currently Used By The Department, Will Assign Spg Ratings And Work Orders Under This Contract. (d) Only Personnel With Current And Valid Nassco Pacp And Macp Certification Can Perform This Work. Copies Of The Certificates Must Be Submitted To The City’s Consulting Contract Administrator Before Working On This Project. (e) Only Personnel Listed In The Proposal Can Perform This Work. Any Additional Staff Must Be Proposed To, And Approved By The City’s Consulting Contract Administrator Before Working On This Project. (f) Perform Quality Assurance / Quality Control (qa/qc) To Industry And Departmental Standards On 10% Of The Submitted Nassco Pacp And Macp Raw Coded Data. (g) Input Inspection Data Received From The Contractor Into Infoasset Manager For Evaluation. (h) Ensure That Inspections With Temporary Id’s Are Assigned To The Proper Asset Number Once Gis Corrections Are Made. (i) Perform Quality Assurance / Quality Control (qa/qc) To Industry And Departmental Standards For Spg Evaluations And Work Order Assignments. (j) Perform A Cursory Review Of All Sewer And Manhole Inspections Provided By The Contractor For Conformance To The Specifications. (i) Cursory Review To Be Completed Within Five (5) Working Days Of Any Video Inspection Being Submitted By The Contractor. (k) Review The Internal Condition Grade (icg) And Assign/update The Actual Structural Performance Grade (spg) In Infoasset Manager For All Assets. (l) Perform A Complete Review Of All Sewer And Manhole Inspections With An Spg Value Of 3, 4, Or 5, And Enter Work Orders In Infoasset Manager Identifying The Appropriate Rehabilitation Strategy. (i) Spg Assignments Must Be Assigned To The Entire Asset Based On The Likelihood Of Failure At Any One Location Or On The Entire Asset (sewers And Manholes), Whichever Is Greater. (ii) Spg Assignments Must Be Based On Structural Defects That Exist Within The Asset. (iii) For Assets That Have Previously Been Inspected And Assigned Spg Values, Reevaluate The Spg. Assign/update The Spg Based On Structural Defects That Exist Within The Asset In The Most Current Inspection. All Corresponding Work Orders Should Be Reviewed And Updated Where Required In Relation To Current Rehabilitation Methods And Trends. Notify The Consulting Contract Administrator Of All Assets With ‘pending’ Work Orders. (m) A Maximum Of 80% Of The Total Fee For The “analytical Services” Task Will Be Paid Prior To The Acceptance Of The Draft Summary Report. The Remaining 20% Of The Payment Will Be Made Upon Acceptance Of The Final Summary Report. D4.15 Summary Report D4.15.1 Provide A Draft Summary Report, In Ms Word Format, Discussing The Overall Condition Of The Sewers And Manholes Inspected And Identify Any Areas Of Concern. Provide Two (2) Hard Copies And One (1) Digital Copy Of The Draft Report To The Consulting Contract Administrator In Accordance With The Critical Stages Listed In D9. Draft Report Will, At A Minimum Include: (a) In Graph And Tabular Form, Summarize The Overall Condition Of Spg Values By Length And Segment Count For All Inspection Types (i.e. Inspections, Re-inspections, Trunk Sewers, And Interceptors) Included In This Program. (b) Report On Changes In Spg Values Between The Current Inspections And The Previous Inspections, Where Applicable, Including Factors Affecting The Changes. (c) Provide A Summary Of Assets Where Inspections Were Not Possible And Reasons Why Inspections Were Not Completed. (d) Provide A Summary Of Assets That Required Gis Error Reports. (e) Provide A Summary Of Manhole Assets With Weirs, Including Depths And Other Relevant Details. (f) Provide A Summary Of Rehabilitation Work Type For Each Inspection Type (i.e. Inspections, Re-inspections, Trunk Sewers, And Interceptors) Included In This Program. (g) Include A Discussion Of Lessons Learned And Recommendations For Future Sewer Inspection And Condition Assessment Contracts. D4.15.2 Incorporate City Review Comments Into A Final Report. Final Report Should Be Submitted 1 Month After Consultant Receives City Comments On Draft Report. Provide Four (4) Hard Copies And One (1) Digital Copy Of The Final Report To The Consulting Contract Administrator In Accordance With The Critical Stages Listed In D10. D4.15.3 Hand Deliver (in Person) Two (2) Hard Drive Inspection Media To The Consulting Contract Administrator. D4.15.4 The Consultant Shall Provide A Final Presentation Of The Results, Along With Lessons Learned, Following The Completion Of The Summary Report. D4.15.5 Payment For The Summary Report Document Will Be As Follows: (a) 50% Upon Acceptance Of The Draft Report; (b) 50% Upon Acceptance Of The Final Report And Final Presentation.
Closing Date15 Jan 2025
Tender AmountRefer Documents 

BIG St Dtebau GmbH Treuh Nderischer Sanierungstr Ger Der Gemeinde Tender

Civil And Construction...+1Others
Germany
Details: In the historic town centre of Wusterhausen/dosse, 1. the ancillary facilities including lighting on Kyritzer Strasse are to be renovated and 2. around 17 small-scale measures are to be implemented to improve barrier-free access. The number of possible measures was roughly recorded on the basis of a tour and outlined in Appendix 4 to the service description. This survey is not final and must be checked and specified as part of the planning. Therefore, both the number and the design of the measures can still change. All measures are located in the historic town centre of Wusterhausen/dosse. There are numerous individual monuments along Kyritzer Strasse and in the entire town centre. In addition, some of the small-scale measures are located in the "market" monument area. The aim of the planning is therefore to ensure that the design is compatible with the monument. For this reason, all planning and implementation steps must be closely coordinated with the lower monument authority. This particularly applies to the choice of materials, color scheme and structural details that could influence the appearance of the historic city center. Since the city center is located within an archaeological monument, the construction work must be accompanied by archaeological surveys. Planning services are being advertised in the scope of services for traffic systems in accordance with §§ 45 - 48 Hoai in conjunction with Appendix 13 Hoai. The task includes all basic services of service phases 1 - 9 of the Hoai in the scope of services for traffic systems in accordance with §§ 47 ff Hoai in conjunction with Appendix 13 Hoai. Special service: On-site construction monitoring. The provisionally chargeable costs are estimated at 124,000 euros net.
Closing Date17 Jan 2025
Tender AmountRefer Documents 

Bureau Of Corrections Muntinlupa City Metro Manila Tender

Civil And Construction...+1Building Construction
Philippines
Details: Description Republic Of The Philippines Department Of Justice Bureau Of Corrections Muntinlupa City Philippine Bidding Documents Design And Build Of Bureau Of Corrections Supermaximum Prison Facility (2nd Phase) At Sablayan Prison And Penal Farm (sppf) (procurement/contract No. 009) Sixth Edition July 2020 Bids And Awards Committee 202 Table Of Contents Section I. Invitation To Bid 3 Section Ii. Instructions To Bidders 6 Section Iii. Bid Data Sheet 13 Section Iv. General Conditions Of Contract 19 Section V. Special Conditions Of Contract 24 Section Vi. Specifications 26 Section Vii. Drawings 59 Section Viii. Bill Of Quantities 60 Section Ix. Checklist Of Technical And Financial Documents 61 Section I. Invitation To Bid Republic Of The Philippines Department Of Justice Bureau Of Corrections Muntinlupa City Invitation To Bid Design And Build Of Bureau Of Corrections Supermaximum Prison Facility (2nd Phase) At Sablayan Prison And Penal Farm (sppf) 1. The Bureau Of Corrections, Through The National Expenditure Program (nep) Of 2025 Capital Outlay, Intends To Apply The Sum Of Three Hundred Million Pesos Only (₱300,000,000.00) Being The Approved Budget For The Contract (abc) To Payments Under The Contract For The Design And Build Of Bureau Of Corrections Supermaximum Prison Facility (2nd Phase) At Sablayan Prison And Penal Farm (sppf) With Identification Number _epa-009__. Bids Received In Excess Of The Abc Shall Be Automatically Rejected At Bid Opening. 2. The Bureau Of Corrections Now Invites Bids For Provision Of A Detailed Preliminary Architectural And Engineering Design, Detailed Engineering Requirements And Actual Construction Of The Bureau Of Corrections Super Maximum Security Facility, Based On The Final Detailed Architectural And Engineering Design, To Be Approved By The Head Of Procuring Entity Or Its Duly Authorized Representative Conformably With The Minimum Standards Set Forth In The (1) Presidential Decree (pd) No. 1096, National Building Code Of The Philippines (2) Batas Pambansa (bp)blg. 344, An Act To Enhance The Mobility Of Disabled Persons By Requiring Certain Public Buildings, Institutions, Establishments And Public Utilities To Install Facilities And Other Devices (3) National Structural Code Of The Philippines (nscp), Volume I, 2010 (4) Philippine Electrical Code (pec), 2009 (5) Revised Plumbing Code Of The Philippines (6) Revised Irr Of Ra 10575 (7) Republic Act (ra) No. 9514, Revised Fire Code Of The Philippines And (8) Applicable Local Regulations And Ordinances. Completion Of The Works Is Required Within Three Hundred Sixty-five (365) Calendar Days. Bidders Should Have Completed A Contract Similar To The Project Amounting To At Least Fifty Percent (50%) Of The Abc Within The Last Six (6) Years. The Description Of An Eligible Bidder Is Contained In The Bidding Documents, Particularly, In Section Ii. Instructions To Bidders. 3. 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 9184 (ra 9184), Otherwise Known As The “government Procurement Reform Act.” Bidding Is Restricted To Filipino Citizens/sole Proprietorships, Cooperatives, And Partnerships Or Organizations With At Least Seventy-five Percent (75%) Interest Or Outstanding Capital Stock Belonging To Citizens Of The Philippines. 4. Interested Bidders May Obtain Further Information From Bureau Of Corrections And Inspect The Bidding Documents At The Address Given Below From Monday To Friday From 8:00am To 5:00pm. 5. A Complete Set Of Bidding Documents May Be Acquired By Interested Bidders On _december 28, 2024 (08:00am To 05:00pm) To January 20, 2025 (01:29 Pm)_____ From The Given Address And Website(s) Below. It May Also Be Downloaded Free Of Charge From The Website Of The Philippine Government Electronic Procurement System (philgeps) And The Website Of The Procuring Entity Bucor.gov.ph, Provided That Bidders Shall Pay The Applicable Fee Of Fifty Thousand (₱50,000.00) Pesos Only For The Bidding Documents Not Later Than The Submission Of Their Bids. The Procuring Entity Shall Allow The Bidder To Present Its Proof Of Payment For The Fees In Person Or By Facsimile. 6. The Bureau Of Corrections Will Hold A Pre-bid Conference On _january 06, 2025 (01:30pm)__ At Bac Conference Room Nbp Reservation Muntinlupa City, Which Shall Be Open To Prospective Bidders. 7. Bids Must Be Duly Received By The Bac Secretariat Through Manual Submission At The Office Address As Indicated Below, On Or Before __january 20, 2025 (01:30pm)_____. Late Bids Shall Not Be Accepted. 8. All Bids Must Be Accompanied By A Bid Security In Any Of The Acceptable Forms And In The Amount Stated In Itb Clause 15. 9. Bid Opening Shall Be On __january 20, 2025 (01:30pm)____ At The Bac Conference Room Nbp Reservation Muntinlupa City. Bids Will Be Opened In The Presence Of The Bidders’ Representatives Who Choose To Attend The Activity. 10. The Bureau Of Corrections 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. 11. For Further Information, Please Refer To: Ma. Adoracion I. Viñas Office Of The Bac Secretariat Supply Office, Bureau Of Corrections, Muntinlupa City Tel # 02-8809-8587/02-8478-0907 Bacsec2022@gmail.com 12. You May Visit The Following Websites: For Downloading Of Bidding Documents: Bucor.gov.ph Date Of Issue: _______________ Ccsupt Celso S Bravo Chairperson, Bids And Awards Committee Section Ii. Instructions To Bidders 1. Scope Of Bid The Procuring Entity, Bureau Of Corrections Invites Bids For The Design And Build Of Bureau Of Corrections Supermaximum Prison Facility (2nd Phase) At Sablayan Prison And Penal Farm (sppf), With Project Identification Number__________________. [note: The Project Identification Number Is Assigned By The Procuring Entity Based On Its Own Coding Scheme And Is Not The Same As The Philgeps Reference Number, Which Is Generated After The Posting Of The Bid Opportunity On The Philgeps Website.] The Procurement Project Design And Build Of Bureau Of Corrections Supermaximum Prison Facility (2nd Phase) At Sablayan Prison And Penal Farm (sppf) Is For The Construction Of Works, As Described In Section Vi (specifications). 2. Funding Information 2.1. The Gop Through The Source Of Funding As Indicated Below For 2025 In The Amount Of Three Hundred Million Pesos Only (₱300,000,000.00). 2.2. The Source Of Funding Is: Nga, The National Expenditure Program 3. Bidding Requirements The Bidding For The Project Shall Be Governed By All The Provisions Of Ra No. 9184 And Its 2016 Revised Irr, Including Its Generic Procurement Manual And Associated Policies, Rules And Regulations As The Primary Source Thereof, While The Herein Clauses Shall Serve As The Secondary Source Thereof. Any Amendments Made To The Irr And Other Gppb Issuances Shall Be Applicable Only To The Ongoing Posting, Advertisement, Or Invitation To Bid By The Bac Through The Issuance Of A Supplemental Or Bid Bulletin. The Bidder, By The Act Of Submitting Its Bid, Shall Be Deemed To Have Inspected The Site, Determined The General Characteristics Of The Contracted Works And The Conditions For This Project, Such As The Location And The Nature Of The Work; (b) Climatic Conditions; (c) Transportation Facilities; (c) Nature And Condition Of The Terrain, Geological Conditions At The Site Communication Facilities, Requirements, Location And Availability Of Construction Aggregates And Other Materials, Labor, Water, Electric Power And Access Roads; And (d) Other Factors That May Affect The Cost, Duration And Execution Or Implementation Of The Contract, Project, Or Work And Examine All Instructions, Forms, Terms, And Project Requirements In The Bidding Documents. 4. Corrupt, Fraudulent, Collusive, Coercive, And Obstructive Practices The Procuring Entity, As Well As The Bidders And Contractors, Shall Observe The Highest Standard Of Ethics During The Procurement And Execution Of The Contract. They Or Through An Agent Shall Not Engage In Corrupt, Fraudulent, Collusive, Coercive, And Obstructive Practices Defined Under Annex “i” Of The 2016 Revised Irr Of Ra No. 9184 Or Other Integrity Violations In Competing For The Project. 5. Eligible Bidders 5.1. Only Bids Of Bidders Found To Be Legally, Technically, And Financially Capable Will Be Evaluated. 5.2. The Bidder Must Have An Experience Of Having Completed A Single Largest Completed Contract (slcc) That Is Similar To This Project, Equivalent To At Least Fifty Percent (50%) Of The Abc Adjusted, If Necessary, By The Bidder To Current Prices Using The Psa’s Cpi, Except Under Conditions Provided For In Section 23.4.2.4 Of The 2016 Revised Irr Of Ra No. 9184. A Contract Is Considered To Be “similar” To The Contract To Be Bid If It Has The Major Categories Of Work Stated In The Bds. 5.3. For Foreign-funded Procurement, The Procuring Entity And The Foreign Government/foreign Or International Financing Institution May Agree On Another Track Record Requirement, As Specified In The Bidding Document Prepared For This Purpose. 5.4. The Bidders Shall Comply With The Eligibility Criteria Under Section 23.4.2 Of The 2016 Irr Of Ra No. 9184. 6. Origin Of Associated Goods There Is No Restriction On The Origin Of Goods Other Than Those Prohibited By A Decision Of The Un Security Council Taken Under Chapter Vii Of The Charter Of The Un. 7. Subcontracts 7.1. The Bidder May Subcontract Portions Of The Project To The Extent Allowed By The Procuring Entity As Stated Herein, But In No Case More Than Fifty Percent (50%) Of The Project. The Procuring Entity Has Prescribed That: A. Subcontracting Is Not Allowed. 7.1. [if Procuring Entity Has Determined That Subcontracting Is Allowed During The Bidding, State:] The Bidder Must Submit Together With Its Bid The Documentary Requirements Of The Subcontractor(s) Complying With The Eligibility Criteria Stated In Itb Clause 5 In Accordance With Section 23.4 Of The 2016 Revised Irr Of Ra No. 9184 Pursuant To Section 23.1 Thereof. 7.2. [if Subcontracting Is Allowed During The Contract Implementation Stage, State:] The Supplier May Identify Its Subcontractor During The Contract Implementation Stage. Subcontractors Identified During The Bidding May Be Changed During The Implementation Of This Contract. Subcontractors Must Submit The Documentary Requirements Under Section 23.1 Of The 2016 Revised Irr Of Ra No. 9184 And Comply With The Eligibility Criteria Specified In Itb Clause 5 To The Implementing Or End-user Unit. 7.3. Subcontracting Of Any Portion Of The Project Does Not Relieve The Contractor Of Any Liability Or Obligation Under The Contract. The Supplier Will Be Responsible For The Acts, Defaults, And Negligence Of Any Subcontractor, Its Agents, Servants, Or Workmen As Fully As If These Were The Contractor’s Own Acts, Defaults, Or Negligence, Or Those Of Its Agents, Servants, Or Workmen. 8. Pre-bid Conference The Procuring Entity Will Hold A Pre-bid Conference For This Project On The Specified Date And Time And Either At Its Physical Address At Bac Conference Room Nbp Reservation Muntinlupa City And/or Through Videoconferencing/webcasting} As Indicated In Paragraph 6 Of The Ib. 9. Clarification And Amendment Of Bidding Documents Prospective Bidders May Request For Clarification On And/or Interpretation Of Any Part Of The Bidding Documents. Such Requests Must Be In Writing And Received By The Procuring Entity, Either At Its Given Address Or Through Electronic Mail Indicated In The Ib, At Least Ten (10) Calendar Days Before The Deadline Set For The Submission And Receipt Of Bids. 10. Documents Comprising The Bid: Eligibility And Technical Components 10.1. The First Envelope Shall Contain The Eligibility And Technical Documents Of The Bid As Specified In Section Ix. Checklist Of Technical And Financial Documents. 10.2. If The Eligibility Requirements Or Statements, The Bids, And All Other Documents For Submission To The Bac Are In Foreign Language Other Than English, It Must Be Accompanied By A Translation In English, Which Shall Be Authenticated By The Appropriate Philippine Foreign Service Establishment, Post, Or The Equivalent Office Having Jurisdiction Over The Foreign Bidder’s Affairs In The Philippines. For Contracting Parties To The Apostille Convention, Only The Translated Documents Shall Be Authenticated Through An Apostille Pursuant To Gppb Resolution No. 13-2019 Dated 23 May 2019. The English Translation Shall Govern, For Purposes Of Interpretation Of The Bid. 10.3. A Valid Pcab License Is Required, And In Case Of Joint Ventures, A Valid Special Pcab License, And Registration For The Type And Cost Of The Contract For This Project. Any Additional Type Of Contractor License Or Permit Shall Be Indicated In The Bds. 10.4. A List Of Contractor’s Key Personnel (e.g., Project Manager, Project Engineers, Materials Engineers, And Foremen) Assigned To The Contract To Be Bid, With Their Complete Qualification And Experience Data Shall Be Provided. These Key Personnel Must Meet The Required Minimum Years Of Experience Set In The Bds. 10.5. A List Of Contractor’s Major Equipment Units, Which Are Owned, Leased, And/or Under Purchase Agreements, Supported By Proof Of Ownership, Certification Of Availability Of Equipment From The Equipment Lessor/vendor For The Duration Of The Project, As The Case May Be, Must Meet The Minimum Requirements For The Contract Set In The Bds. 11. Documents Comprising The Bid: Financial Component 11.1. The Second Bid Envelope Shall Contain The Financial Documents For The Bid As Specified In Section Ix. Checklist Of Technical And Financial Documents. 11.2. Any Bid Exceeding The Abc Indicated In Paragraph 1 Of The Ib Shall Not Be Accepted. 11.3. For Foreign-funded Procurement, A Ceiling May Be Applied To Bid Prices Provided The Conditions Are Met Under Section 31.2 Of The 2016 Revised Irr Of Ra No. 9184. 12. Alternative Bids Bidders Shall Submit Offers That Comply With The Requirements Of The Bidding Documents, Including The Basic Technical Design As Indicated In The Drawings And Specifications. Unless There Is A Value Engineering Clause In The Bds, Alternative Bids Shall Not Be Accepted. 13. Bid Prices All Bid Prices For The Given Scope Of Work In The Project As Awarded Shall Be Considered As Fixed Prices, And Therefore Not Subject To Price Escalation During Contract Implementation, Except Under Extraordinary Circumstances As Determined By The Neda And Approved By The Gppb Pursuant To The Revised Guidelines For Contract Price Escalation Guidelines. 14. Bid And Payment Currencies 14.1. Bid Prices May Be Quoted In The Local Currency Or Tradable Currency Accepted By The Bsp At The Discretion Of The Bidder. However, For Purposes Of Bid Evaluation, Bids Denominated In Foreign Currencies Shall Be Converted To Philippine Currency Based On The Exchange Rate As Published In The Bsp Reference Rate Bulletin On The Day Of The Bid Opening. 14.2. Payment Of The Contract Price Shall Be Made In: A. Philippine Pesos. 15. Bid Security 15.1. The Bidder Shall Submit A Bid Securing Declaration Or Any Form Of Bid Security In The Amount Indicated In The Bds, Which Shall Be Not Less Than The Percentage Of The Abc In Accordance With The Schedule In The Bds. 15.2. The Bid And Bid Security Shall Be Valid Until One Hundred Twenty (120) Calendar Days. Any Bid Not Accompanied By An Acceptable Bid Security Shall Be Rejected By The Procuring Entity As Non-responsive. 16. Sealing And Marking Of Bids Each Bidder Shall Submit One Copy Of The First And Second Components Of Its Bid. The Procuring Entity May Request Additional Hard Copies And/or Electronic Copies Of The Bid. However, Failure Of The Bidders To Comply With The Said Request Shall Not Be A Ground For Disqualification. If The Procuring Entity Allows The Submission Of Bids Through Online Submission To The Given Website Or Any Other Electronic Means, The Bidder Shall Submit An Electronic Copy Of Its Bid, Which Must Be Digitally Signed. An Electronic Copy That Cannot Be Opened Or Is Corrupted Shall Be Considered Non-responsive And, Thus, Automatically Disqualified. 17. Deadline For Submission Of Bids The Bidders Shall Submit On The Specified Date And Time And Either At Its Physical Address Or Through Online Submission As Indicated In Paragraph 7 Of The Ib. 18. Opening And Preliminary Examination Of Bids 18.1. The Bac Shall Open The Bids In Public At The Time, On The Date, And At The Place Specified In Paragraph 9 Of The Ib. The Bidders’ Representatives Who Are Present Shall Sign A Register Evidencing Their Attendance. In Case Videoconferencing, Webcasting Or Other Similar Technologies Will Be Used, Attendance Of Participants Shall Likewise Be Recorded By The Bac Secretariat. In Case The Bids Cannot Be Opened As Scheduled Due To Justifiable Reasons, The Rescheduling Requirements Under Section 29 Of The 2016 Revised Irr Of Ra No. 9184 Shall Prevail. 18.2. The Preliminary Examination Of Bids Shall Be Governed By Section 30 Of The 2016 Revised Irr Of Ra No. 9184. 19. Detailed Evaluation And Comparison Of Bids 19.1. The Procuring Entity’s Bac Shall Immediately Conduct A Detailed Evaluation Of All Bids Rated “passed” Using Non-discretionary Pass/fail Criteria. The Bac Shall Consider The Conditions In The Evaluation Of Bids Under Section 32.2 Of 2016 Revised Irr Of Ra No. 9184. 19.2. If The Project Allows Partial Bids, All Bids And Combinations Of Bids As Indicated In The Bds Shall Be Received By The Same Deadline And Opened And Evaluated Simultaneously So As To Determine The Bid Or Combination Of Bids Offering The Lowest Calculated Cost To The Procuring Entity. Bid Security As Required By Itb Clause 16 Shall Be Submitted For Each Contract (lot) Separately. 19.3. In All Cases, The Nfcc Computation Pursuant To Section 23.4.2.6 Of The 2016 Revised Irr Of Ra No. 9184 Must Be Sufficient For The Total Of The Abcs For All The Lots Participated In By The Prospective Bidder. 20. Post Qualification Within A Non-extendible Period Of Five (5) Calendar Days From Receipt By The Bidder Of The Notice From The Bac That It Submitted The Lowest Calculated Bid, The Bidder Shall Submit Its Latest Income And Business Tax Returns Filed And Paid Through The Bir Electronic Filing And Payment System (efps), And Other Appropriate Licenses And Permits Required By Law And Stated In The Bds. 21. Signing Of The Contract The Documents Required In Section 37.2 Of The 2016 Revised Irr Of Ra No. 9184 Shall Form Part Of The Contract. Additional Contract Documents Are Indicated In The Bds. Section Iii. Bid Data Sheet Bid Data Sheet Itb Clause 5.2 For This Purpose, Contracts Similar To The Project Refer To Contracts Which Have The Same Major Categories Of Work, Which Shall Be: Architectural, Engineering Design, Detailed Engineering Requirements And Construction Of Building With Concreting Works. 7.1 Subcontracting Is Not Allowed 10.3 A Valid Pcab License Is Required, And In Case Of Joint Ventures, A Valid Special Pcab License, And Registration For The Type And Cost Of The Contract For This Project. 10.4 The Key Personnel Must Meet The Required Minimum Years Of Experience Set Below: For Design Personnel: Key Personnel General Experience Relevant Experience Principal Architect The Principal Architect Must Be Duly-licensed With At Least Ten (10) Years’ Experience Experience In The Design Of Residential, Government Offices Or Institutional Facilities, And Shall Preferably Be Knowledgeable In The Application Of Rapid Construction Technologies. Structural Engineer The Structural Engineer Must Be A Duly-licensed Civil Engineer With At Least Ten (10) Years’ Experience. Experience In Structural Design And Shall Preferably Be Knowledgeable In The Application Of Rapid Construction Technologies. Professional Electrical Engineer The Electrical Engineer Must Be A Registered Professional Electrical Engineer With At Least Five (5) Years’ Experience. Experience In The Design Of Lighting, Power Distribution, Communication Systems (specifically Structured And Local Area Network Cabling, Pabx), Building Management Systems And Preferably Knowledgeable In Developments In Emergent Efficient Lighting Technologies And Energy Management. Professional Mechanical Engineer The Mechanical Engineer Must Be A Professional Mechanical Engineer With At Least Five (5) Years’ Experience. Experience In Hvac And Fire Protection Systems And Preferably Knowledgeable In Emergent, Alternative Energy- Efficient Hvac Technologies. Electronics And Communications Engineer The Electronics And Communications Engineer Must Be Duly-licensed With At Least Five (5) Years’ Experience. Experience In The Design Of Communications Systems, And Preferably Knowledgeable In The Application Of Building Automation And Surveillance Systems. Sanitary Engineer The Sanitary Engineer Must Be Duly-licensed With At Least Five (5) Years’ Experience. Experience In The Design Of Building Water Supply And Distribution, Plumbing, And Preferably Knowledgeable In Waste Water Management/treatment, And Emergent, Alternative Effluent Collection And Treatment System. The Design & Build Contractor May, As Needed And At Its Own Expense, Add Additional Professionals And/or Support Personnel For The Optimal Performance Of All Architectural And Engineering Design Services, As Stipulated In These Terms Of Reference, For The Project. Prospective Bidders Shall Attach Each Individual’s Resume And Prc License Of The (professional) Staff. Design Personnel May Also Be Utilized For The Construction Phase Provided That The Same Meet The Minimum Number Of Years Of Experience In The Construction Of Similar Projects. For Construction Personnel: Key Personnel General Experience Relevant Experience Project Manager The Project Manager Shall Be A Licensed Architect Or Engineer With At Least Eight (8) Years Relevant Experience. Relevant Experience On Similar And Comparable Projects In Different Locations. The Project Manager Should Have A Proven Record Or Managerial Capability Through The Directing/managing Of Major Civil Engineering Works, Including Projects Of A Similar Magnitude. Project Architect/engineer The Project Architect/engineer Shall Be A Licensed Architect Or Engineer With At Least Five (5) Years’ Experience. Experience In Similar And Comparable Projects And Shall Preferably Be Knowledgeable In The Application Of Rapid Construction Technologies. Materials Engineer (m.e. I) The Materials Engineer Must Be Duly Accredited With The Dpwh And With At Least Five (5) Years’ Experience. Experience In Similar And Comparable Projects And Shall Preferably Be Knowledgeable In The Application Of Rapid Construction Technologies. Electrical Engineer The Electrical Engineer Must Be Duly-licensed With At Least Five (5) Years’ Experience. Experience In Similar And Comparable Projects In The Installation Of Lighting, Power Distribution, Communication Systems (specifically Structured And Local Area Network Cabling, Pabx), Building Management Systems. Mechanical Engineer The Mechanical Engineer Must Be Duly-licensed With At Least Five (5) Years’ Experience. Experience In Similar And Comparable Projects In The Installation Of Hvac And Fire Protection. Sanitary Engineer The Sanitary Engineer Must Be Duly-licensed With At Least Five (5) Years’ Experience. Experience In Similar And Comparable Projects In The Installation Of Building Water Supply And Distribution, Plumbing. Foreman The Foreman Must Have At Least Five (5) Years’ Experience. Experience In Similar And Comparable Projects And Shall Preferably Be Knowledgeable In The Application Of Rapid Construction Technologies. Safety Officer The Sanitary Officer Must Have At Least Two (2) Years’ Experience. Must Be An Accredited Safety Practitioner By The Department Of Labor And Employment (dole) And Must Have Undergone The Prescribed Forty (40) Hour Construction Safety And Health Training (cosh) 10.5 The Minimum Major Equipment Requirements Are The Following: Equipment Capacity Number Of Units Backhoe At Least 38hp With 0.055 To 0.160 M3 Bucket Capacity 1 Pay Loader At Least 2.5 To 9.5 M3 Bucket Capacity 1 Dump Truck At Least 10 Cu.m. 2 Generator 50kva 1 Concrete Mixers 1 Bagger 4 Welding Machines 300amp Heavy Duty 4 Submersible Dredging Pump At Least 1hp And 2” Output 1 Prospective Bidders Shall Attach The List Of Contractor’s Major Equipment Units, Which Are Owned, Leased, And/or Under Purchase Agreements, Supported By Proof Of Ownership, Certification Of Availability Of Equipment From The Equipment Lessor/vendor For The Duration Of The Project, As The Case May Be. 12 No Further Instructions. 15.1 The Bid Security Shall Be In The Form Of A Bid Securing Declaration Or Any Of The Following Forms And Amounts: A. The Amount Of Not Less Than 2% Of The Abc, If Bid Security Is In Cash, Cashier’s/manager’s Check, Bank Draft/guarantee Or Irrevocable Letter Of Credit; B. The Amount Of Not Less Than 5% Of The Abc, If Bid Security Is In Surety Bond. 19.2 No Further Instructions. 20 Within A Non-extendible Period Of Five (5) Calendar Days From Receipt By The Bidder Of The Notice From The Bac That It Submitted The Lowest Calculated Bid, The Bidder Shall Submit Its; 1. Latest Income And Business Tax Returns Filed And Paid Through The Bir Electronic Filing And Payment System (efps) 2. Supporting Documents For The Slcc (notice Of Award And/or Notice To Proceed And Project Owner’s Certificate Of Final Acceptance Issued By The Owner Other Than The Contractor Or The Constructors Performance Evaluation System (cpes) Final Rating, Which Must Be At Least Satisfactory. In Case Of Contracts With The Private Sector, An Equivalent Document Shall Be Submitted) 3. Certified True Copy Coming From The Issuing Agency Of Valid And Current Registration Certificate (sec Certificate Of Registration For Corporation Or Dti Certificate Of Registration For Sole Proprietorship Or Cda Certificate Of Registration For Cooperative) 4. Valid And Current Mayor’s Or Business Permit 5. Valid And Current Tax Clearance 6. Valid And Current Pcab License And Registration 7. Audited Financial Statement 8. Three (3) Sets Photocopy Of Eligibility And Financial Envelope Duly Marked As “copy No.1”, “copy No.2” And “copy No.3” 21 No Further Instructions. Section Iv. General Conditions Of Contract 1. Scope Of Contract This Contract Shall Include All Such Items, Although Not Specifically Mentioned, That Can Be Reasonably Inferred As Being Required For Its Completion As If Such Items Were Expressly Mentioned Herein. All The Provisions Of Ra No. 9184 And Its 2016 Revised Irr, Including The Generic Procurement Manual, And Associated Issuances, Constitute The Primary Source For The Terms And Conditions Of The Contract, And Thus, Applicable In Contract Implementation. Herein Clauses Shall Serve As The Secondary Source For The Terms And Conditions Of The Contract. This Is Without Prejudice To Sections 74.1 And 74.2 Of The 2016 Revised Irr Of Ra No. 9184 Allowing The Gppb To Amend The Irr, Which Shall Be Applied To All Procurement Activities, The Advertisement, Posting, Or Invitation Of Which Were Issued After The Effectivity Of The Said Amendment. 2. Sectional Completion Of Works If Sectional Completion Is Specified In The Special Conditions Of Contract (scc), References In The Conditions Of Contract To The Works, The Completion Date, And The Intended Completion Date Shall Apply To Any Section Of The Works (other Than References To The Completion Date And Intended Completion Date For The Whole Of The Works). 3. Possession Of Site 3.1 The Procuring Entity Shall Give Possession Of All Or Parts Of The Site To The Contractor Based On The Schedule Of Delivery Indicated In The Scc, Which Corresponds To The Execution Of The Works. If The Contractor Suffers Delay Or Incurs Cost From Failure On The Part Of The Procuring Entity To Give Possession In Accordance With The Terms Of This Clause, The Procuring Entity’s Representative Shall Give The Contractor A Contract Time Extension And Certify Such Sum As Fair To Cover The Cost Incurred, Which Sum Shall Be Paid By Procuring Entity. 3.2 If Possession Of A Portion Is Not Given By The Above Date, The Procuring Entity Will Be Deemed To Have Delayed The Start Of The Relevant Activities. The Resulting Adjustments In Contract Time To Address Such Delay May Be Addressed Through Contract Extension Provided Under Annex “e” Of The 2016 Revised Irr Of Ra No. 9184. 4. The Contractor’s Obligations The Contractor Shall Employ The Key Personnel Named In The Schedule Of Key Personnel Indicating Their Designation, In Accordance With Itb Clause 10.3 And Specified In The Bds, To Carry Out The Supervision Of The Works. The Procuring Entity Will Approve Any Proposed Replacement Of Key Personnel Only If Their Relevant Qualifications And Abilities Are Equal To Or Better Than Those Of The Personnel Listed In The Schedule. 5. Performance Security 5.1. Within Ten (10) Calendar Days From Receipt Of The Notice Of Award From The Procuring Entity But In No Case Later Than The Signing Of The Contract By Both Parties, The Successful Bidder Shall Furnish The Performance Security In Any Of The Forms Prescribed In Section 39 Of The 2016 Revised Irr. 5.2. The Contractor, By Entering Into The Contract With The Procuring Entity, Acknowledges The Right Of The Procuring Entity To Institute Action Pursuant To Ra No. 3688 Against Any Subcontractor Be They An Individual, Firm, Partnership, Corporation, Or Association Supplying The Contractor With Labor, Materials And/or Equipment For The Performance Of This Contract. 6. Site Investigation Reports The Contractor, In Preparing The Bid, Shall Rely On Any Site Investigation Reports Referred To In The Scc Supplemented By Any Information Obtained By The Contractor. 7. Warranty 7.1. In Case The Contractor Fails To Undertake The Repair Works Under Section 62.2.2 Of The 2016 Revised Irr, The Procuring Entity Shall Forfeit Its Performance Security, Subject Its Property (ies) To Attachment Or Garnishment Proceedings, And Perpetually Disqualify It From Participating In Any Public Bidding. All Payables Of The Gop In His Favor Shall Be Offset To Recover The Costs. 7.2. The Warranty Against Structural Defects/failures, Except That Occasioned-on Force Majeure, Shall Cover The Period From The Date Of Issuance Of The Certificate Of Final Acceptance By The Procuring Entity. Specific Duration Of The Warranty Is Found In The Scc. 8. Liability Of The Contractor Subject To Additional Provisions, If Any, Set Forth In The Scc, The Contractor’s Liability Under This Contract Shall Be As Provided By The Laws Of The Republic Of The Philippines. If The Contractor Is A Joint Venture, All Partners To The Joint Venture Shall Be Jointly And Severally Liable To The Procuring Entity. 9. Termination For Other Causes Contract Termination Shall Be Initiated In Case It Is Determined Prima Facie By The Procuring Entity That The Contractor Has Engaged, Before, Or During The Implementation Of The Contract, In Unlawful Deeds And Behaviors Relative To Contract Acquisition And Implementation, Such As, But Not Limited To Corrupt, Fraudulent, Collusive, Coercive, And Obstructive Practices As Stated In Itb Clause 4. 10. Dayworks Subject To The Guidelines On Variation Order In Annex “e” Of The 2016 Revised Irr Of Ra No. 9184, And If Applicable As Indicated In The Scc, The Dayworks Rates In The Contractor’s Bid Shall Be Used For Small Additional Amounts Of Work Only When The Procuring Entity’s Representative Has Given Written Instructions In Advance For Additional Work To Be Paid For In That Way. 11. Program Of Work 11.1. The Contractor Shall Submit To The Procuring Entity’s Representative For Approval The Said Program Of Work Showing The General Methods, Arrangements, Order, And Timing For All The Activities In The Works. The Submissions Of The Program Of Work Are Indicated In The Scc. 11.2. The Contractor Shall Submit To The Procuring Entity’s Representative For Approval An Updated Program Of Work At Intervals No Longer Than The Period Stated In The Scc. If The Contractor Does Not Submit An Updated Program Of Work Within This Period, The Procuring Entity’s Representative May Withhold The Amount Stated In The Scc From The Next Payment Certificate And Continue To Withhold This Amount Until The Next Payment After The Date On Which The Overdue Program Of Work Has Been Submitted. 12. Instructions, Inspections And Audits The Contractor Shall Permit The Gop Or The Procuring Entity To Inspect The Contractor’s Accounts And Records Relating To The Performance Of The Contractor And To Have Them Audited By Auditors Of The Gop Or The Procuring Entity, As May Be Required. 13. Advance Payment The Procuring Entity Shall, Upon A Written Request Of The Contractor Which Shall Be Submitted As A Contract Document, Make An Advance Payment To The Contractor In An Amount Not Exceeding Fifteen Percent (15%) Of The Total Contract Price, To Be Made In Lump Sum, Or At The Most Two Installments According To A Schedule Specified In The Scc, Subject To The Requirements In Annex “e” Of The 2016 Revised Irr Of Ra No. 9184. 14. Progress Payments The Contractor May Submit A Request For Payment For Work Accomplished. Such Requests For Payment Shall Be Verified And Certified By The Procuring Entity’s Representative/project Engineer. Except As Otherwise Stipulated In The Scc, Materials And Equipment Delivered On The Site But Not Completely Put In Place Shall Not Be Included For Payment. 15. Operating And Maintenance Manuals 15.1. If Required, The Contractor Will Provide “as Built” Drawings And/or Operating And Maintenance Manuals As Specified In The Scc. 15.2. If The Contractor Does Not Provide The Drawings And/or Manuals By The Dates Stated Above, Or They Do Not Receive The Procuring Entity’s Representative’s Approval, The Procuring Entity’s Representative May Withhold The Amount Stated In The Scc From Payments Due To The Contractor. Section V. Special Conditions Of Contract Special Conditions Of Contract Gcc Clause 2 Sectional Completion Is Not Applicable The Intended Completion Date Is Three Hundred Sixty-five (365) Calendar Days From The Date Of Receipt Of The Ntp. 4.1 The Procuring Entity Shall Give Possession Of All Parts Of The Site To The Contractor From The Date Of The Receipt Of Notice To Proceed (ntp). 6 No Further Instructions. 7.2 Fifteen (15) Years. 10 No Dayworks Are Applicable To The Contract. 11.1 The Contractor Shall Submit The Program Of Work To The Procuring Entity’s Representative Within Fourteen (14) Calendar Days After The Issuance Of The Notice To Proceed (ntp) 11.2 The Amount To Be Withheld For Late Submission Of An Updated Program Of Work Is One Tenth Of One Percent Of The Total Contract Price. 13 The Amount Of The Advance Payment Is Fifteen Percent (15%) Of The Contract Price Upon Submission To And Acceptance By The Bureau Of Corrections Of An Irrevocable Standby Letter Of Credit Of Equivalent Value From A Commercial Bank, A Bank Guarantee Or A Surety Bond Callable Upon Demand Issued By A Surety Or Insurance Company Duly Licensed By The Insurance Commission And Confirmed By The Bureau Of Corrections. 14 The Contractor May Submit A Request For Payment For Work Accomplished. Such Requests For Payment Shall Be Verified And Certified By The Procuring Entity’s Representative/project Engineer. Materials And Equipment Delivered On The Site But Not Completely Put In Place Shall Not Be Included For Payment. 15.1 The Date By Which “as Built” Drawings Are Required Is Upon Actual Completion Of The Project. 15.2 The Amount To Be Withheld For Failing To Produce “as Built” Drawings And/or Operating And Maintenance Manuals By The Date Required Is Equivalent To Five Percent (5%) Of The Contract Price. Section Vi. Specifications Terms Of Reference Design And Build Of Bureau Of Corrections Supermaximum Prison Facility (2nd Phase) Sablayan Prison And Penal Farm, Occidental Mindoro 1. Project Information 1.1 Project Description The Mission Of The Bucor Is To Protect Society By Confining Offenders In The Controlled Environments Of Prisons And Community-based Facilities That Are Safe, Humane, Cost-efficient, And Appropriately Secure, And That Provide Self-improvement Opportunities To Assist Offenders In Becoming Law-abiding Citizens. The Design And Build Of Bureau Of Corrections Supermaximum Prison Facility (2nd Phase) Shall Be Conducive To The Reformation And Rehabilitation Of Inmates That Will Bring Them Back Into The Mainstream Of Society As Useful Citizens Of The Country. The Contract Will Involve The Design And Build Scheme Leading To The Construction Of The Bureau Of Corrections Super Maximum Prison Facility (2nd Phase) At Sablayan Prison And Penal Farm, Sablayan, Occidental Mindoro. The Plans And Designs Shall Be In Accordance With The Plan Of The Said Structures As Conceptualized By The Bucor Planning And Design Division Or As Conceptualized By The Winning Bidder If The Latter Is Found To Be Superior (as Defined In Section 3.1.1 Of This Tor). Contractors Shall Be Required To Conduct A Bucor Led Site Inspection And Evaluation To Enable The Contractors To Develop Their Proposals Accordingly. The Bureau Of Corrections Shall Not Assume Any Responsibility Regarding Erroneous Interpretations Out Of Any Data Presented By The Contractor. The Bucor Super Maximum Prison Facility (phase 2) Shall Be Constructed As Per Approved Drawings, Specifications, Bill Of Materials, Scope Of Works And The General Contract Conditions Following The Guidelines As Per Annex G Of Irr Of Ra 9184. This Project Aims To Be Completed Within A Year, Aligning With Our Decongestion Program. This Expedited Timeline Underscores Our Commitment To Addressing Urgent Needs Within The Correctional System And Providing Timely Solutions For The High Risk Committed Pdl. The Plans And Designs Shall Be In Accordance With The Plan Of The Said Structures As Conceptualized By The Planning And Design Division (pdd) Under. Contractors Shall Be Required To Conduct A Bucor Led Site Inspection And Evaluation To Enable The Contractors To Develop Their Proposals Accordingly. The Bucor Shall Not Assume Any Responsibility Regarding Erroneous Interpretations Out Of Any Data Presented By The Contractor. The Construction Of Super Maximum-security Facility Shall Be Constructed As Per Approved Drawings, Specifications, Bill Of Materials, Scope Of Works And The General Contract Conditions Following The Guidelines As Per Annex G Of Irr Of Ra 9184. The Project Shall Have The Following Basic Components: A. Complete Detailed Architectural And Engineering Design Plans, Technical Specifications, And Design Calculations For The Construction Of The Project. Such Plans, Designs, And Technical Specifications Shall Be Subject For Review And Approval By The Bucor Pdd. The Design Development And The Contract Documents Phases Of The Design Shall Continue After The Bid Is Awarded. It Shall Likewise Be Subject For Review And Approval By The Director Of Directorate For Engineering Services (des). B. The Bid Shall Be Based On The Conceptual/schematic Design Drawings Prepared By The Bucor Pdd Or That Submitted By The Winning Bidder As Defined In Section 3.1.1 Of This Tor. C. The Contractor Shall Complete The Construction Of The Following Facility Component: I. One (1) Unit 2-storey“type B” Pdl Dormitory At Least 3190 Sq.m (gross Area) Polished Flooring And Sandwich Panel Roofing With The Capacity Of Atleast 340 Pdl, 2 Pdl Per Cell With Double Deck Bunk Bed (160 Cells), 1 Pdl Per Cell With Single Bed (20 Cells). The Dormitory To Include Complete Utilities, Power Supply, Cctv, Water Supply, Fire Protection; • Electrical System: Three-phase Power Line Supply, Connected From The Local Electric Utility (from Main Road/ Source To The Compound. The Power Line Shall Be Used For The Future Development Of The 50 Ha Facility. • Electrical System: Backup Power (three-phase Genset) Supply System With Capacity Not Less Than Total Computed Mva Load, Without Demand Factor (designed To Supply The Dormitory), And To Include Capacitor Bank, If Necessary; • Sewerage And Drainage Systems(pipelines To Cover From Project Site To Nearest Tapping Point); • Water Supply System With Sufficient Pressure To Provide The Water Requirement Of The Psdl. The System Is Oncomposed Of A Cistern Tank, Pumps, And An Overhead Water Storage Tank. Deep Well Source Water System (intake Box, Transmission Pipelines, Pressure Break Tanks, Chlorinator With Tanks And Accessories, Etc.) Whichever Is Deemed Most Suitable For The Facility And Is Authorized By The Lgu. • Fire Protection System (fire & Jockey Pump, Pump House), Fire Detection Alarm System And Fire Suppression Equipment Included In Dormitory. • Cctv Systems: To Install Cctv At Perimeter Fence To Monitor The Inside Compound And Dormitory To Monitor The Hallways And Blind Spots. Ii. 3 Meters Height Concrete Perimeter Security Fence With Concertina Above, To Cover 50 Hectares Area (plastered And Painted Finish); Iii. Primary And Secondary Fence For 1.8 Hectares Compound Including Gates, Catwalk And Post Towers (with Cr And Water Supply) (r.a. 10575 Rule 7). • 4 Meters Height Concrete Primary Perimeter Fence (with Catwalks, Concertina Wirings, Post Tower (with Cr And Water Supply) And Solar Lightings, (ra10575). • Secondary Perimeter Fence (3 Layer Concertina, Steel Mesh) With 300w Integrated Solar Light Every 3 Bays And (to Include Post Towers And Gates); Iv. Road Networks And Culverts • All Entry And Exit Point Of Any Bodies Of Water E.g. Creeks, Canals Shall Be Fenced Culvert By Metal Grills (non-corrosive); • The Project Has An Allocated Budget Sufficient To Cover At Least 1440 Sqm Of Road Construction Within The Prison Facility. While This Budget Allows For Road Development, Prioritization Shall Be Given To The Construction Of Culverts, Both Fenced And Road Culverts, To Ensure Adequate Drainage And Prevent Flooding. These Culverts Are Critical For The Road Leading From The Main Road To The Site, As Well As Along The Perimeter Of The Facility. To Accurately Assess The Project Scope And Design, Bidders Are Required To Conduct A Thorough Site Inspection To Identify And Evaluate All Necessary Culverts." 1.2 Contractual Framework The Contractual Arrangement To Be Used For The Project Is The Design-and-build (db) Scheme. Under This Scheme The Procuring Entity Awards A Single Contract For The Architectural/engineering Design And Construction To A Single Firm, Partnership, Corporation, Joint Venture Or Consortium. The Winning Contractor Shall Consult And Collaborate With The Bucor Pdd For The Preparation Of The Detailed Architectural Design Of The Project. The Detailed Architectural And Engineering Design Shall Be Subject For The Review And Approval By The Bucor Pdd. Contractors Shall Be Required To Conduct A Bucor Led Site Inspection And Evaluation To Enable The Contractors To Develop Their Proposals Accordingly. The Bucor Shall Not Assume Any Responsibility Regarding Erroneous Interpretations Out Of Any Data Presented By The Contractor. The Obligations And Liabilities Of The Contractor And Its Architect Shall Be Joint And Solidary For Purposes Of The Detailed Architectural Design Of The Project In Accordance With Article 1723 Of The Civil Code Of The Philippines And Other Pertinent Laws. The Db Scheme Of Procurement Was Recommended, Endorsed, And Adopted Pursuant To The Annex G Of Irr Of Ra 9184. 2. Scope Of Contract 2.1 Obligations Of The Winning Bidder/contractor A. Render Architectural And Allied Engineering Design Services Including Final Schematic Design Necessary For The Implementation Of The Project. The Allied Engineering Design Services Shall Include, But Shall Not Be Limited To, Design For Architectural, Civil, Structural, Electrical, Mechanical, Plumbing, And Electromechanical. All Drawings Shall Be Generated Using Modern Modeling/drafting Software And Printed On High Quality 20” X 30” Blue Print Paper. B. Undertake Detailed Architectural And Engineering Designs (daeds) Using The Given Data Such As Topographic, Hydrographic And Cross–section Surveys, Geotechnical And Geological Investigation, And Hydrologic Investigation And Initial Schematic Design Or Design Concept Provided By The Bucor Pdd Which Conforms With The Minimum Performance Specifications And Standards (mpss); C. If Applicable, Secure Environmental Clearance Or An “environmental Compliance Certificate (ecc)”. If The Proposed Project Is Considered Outside The Purview Of The Philippine Environmental Impact Statement (eis) System, A Certificate Of Non- Coverage Or Certificate Of Exemption Shall Be Secured. D. The Project Shall Be Constructed According To The Daeds Prepared By The Winning Bidder And Approved By The Bucor And In Compliance With The Mpss As Well As Provided In Rule Vii, Section 7 Of The Irr Of Ra 10575. Likewise, Construction Includes Conformance To The Provisions Pertaining To Buildings Under The Latest Edition Of The Dpwh Standard Specifications For Public Works Structures, Volumes Ii And Iii (blue Book). The Blue Book Prescribes, Among Other Things, The Material Requirements And Construction Requirements For Different Items Of Work, Including The Tests To Be Conducted During Construction By The Dpwh-accredited Testing Laboratory. The Blue Book Incorporates Pertinent Provisions Of The American Society For Testing And Materials (astm) And American Concrete Institute (aci), Among Other Standards, Pertaining To Construction. Attention Shall Be Given To The Relevant Items Of Work In The Following Parts Of The Blue Book: Volume Ii ➢ Part A – Facilities For The Engineer ➢ Part B – Other General Requirements Volume Iii ➢ Part A – Earthwork ➢ Part B – Plain And Reinforced Concrete Works ➢ Part C – Finishing ➢ Part D – Electrical ➢ Part E – Mechanical ➢ Part I – Water Supply ➢ Part J – Flood Control And Drainage ➢ Part I-c – Drainage Works For Materials And Technologies Not Covered By The Blue Book, Or If The Proponent Intends To Use Any New Material/technology Which Is Not Accredited By The Dpwh Bureau Of Research And Standards (brs), The Proponent Shall Submit A Certification From A Recognized Foreign Or International Institution To The Effect That The New Materials Or Technology Meets The Mpss For This Project And Has Been Successfully Used In Existing Structures With Proven Integrity. The Winning Bidder Or Contractor Shall Be Held Liable For Design And Structural Defects And/or Failure Of The Completed Project Within The Warranty Period Specified In Section 62.2 Of The Irr Of Ra 9184; And, F. The Winning Bidder Or Contractor Shall Be Solely Responsible For The Design And Shall Be Held Responsible For Any Default Resulted From Improper Design. Further, Extended Liability Of The Contractor Since It Stipulated That The Works, When Completed, Shall Be Fit For The Purpose For Which It Was Intended As Defined In The Contract. 2.2 Obligations Of The Bucor A. Provide Full Information On All Requirements For The Project; B. Approve The Winning Bidder Or Contractor’s Design Without Diminishing Their Full And Sole Responsibility For The Quality And Integrity Thereof; C. Give Prompt Written Notice Thereof To Winning Bidder Or Contractor, If It Observes Or Becomes Aware Of Any Defect In The Project; D. Designate, When Necessary, Representatives Authorized To Act On Its Behalf. It Shall Examine Documents Submitted By The Winning Bidder Or Contractor And Render Decisions Pertaining Thereto Promptly, To Avoid Unreasonable Delay In The Progress Of Their Work. It Shall Observe The Procedure Of Issuing Orders To The Winning Bidder Or Contractor; E. Supervise And Monitor The Implementation Of The Project; I. Construction Monitoring And Testing Forms: • The Use Of Construction Monitoring And Testing Forms That Will Be Provide By The Bucor - Nhq Pdd Is Mandatory Throughout The Duration Of Construction. • Oversight Of These Forms Will Be Conducted By The Engineering Services (es) Of The Sppf On Behalf Of The Bucor Pdd • Sppf-es To Impose To Contractor Testing Of All Items After Installation And/or Application. Es To Send Pdd Copy Of The Test Report/s. • Sppf-es To Monitor Material Delivery Of Contractor To Ensure All Materials Installed And/or Applied Are In Accordance With The Specifications Stated On Plans And Contract Of This Project. • In Case There Would Be Substitute Or Alternative To The Original Specification Of Material/s, Sppf- Es To Inform Pdd Of Such Variation. Ii. Bucor Engineer Visits: • Nhq Engineers And Architects (personnel Of Pdd) Will Conduct Site Visits On A Quarterly Basis Or Whenever Deemed Necessary To Ensure Compliance With Standards And Regulations. • Pdd Personnel To Witness The Final Testing And Commissioning Of The Systems, Equipment And Utilities Prior To Acceptance Of The Project Or Part Of The Project Thereof. Iii. Progress Billing Payment: • Sppf Es Engineers Will Provide Monthly Updates, Or As Deemed Necessary, On The Statement Of Work Accomplishment Based On The Actual Progress Of The Project, Including Reports Update. F. Pay The Accomplishment Accepted In The Conformance With The Mpss Included Under The Design And Build Contract. I. This Reports And Swa Updates Of The Ippf Es Will Be Reviewed And Approved By Pdd - Nhq Prior To Any Progress Billing Payments Being Made. 2.3 Bidding Documents The Bidding Documents For The Project Shall Govern The Conduct Of The Procurement Of The Project. 3. Scope Of Works 3.1 Planning And Design Phase 3.1.1 Preliminary Architectural Plan (pap) By Bidder The Approved Concept Design Shall Adopt The Provisions Indicated In Rule Vii, Section 7 Of The Irr Of Ra 10575. Bidders Shall Submit Also An Alternative Design Concept With Respect To The Actual Site Condition. This Alternative Design By The Winning Bidder Shall Be Adopted Should The Same Be Found To Be Superior Than The One Conceptualized By The Bucor Pdd. 3.1.2 Detailed Architectural And Engineering Design (daed) By The Winning Bidder During The Implementation Of The Project, The Winning Bidder Shall Prepare The Daed Of The Project And Submit The Same To The Bucor For Approval Prior To The Execution Of The Construction Works. The Winning Bidder Shall Prepare The Daed Based On Its Pap As Reviewed And Accepted By The Bucor Pdd And In Accordance With The Minimum Performance Standards And Specifications (mpss). The Daed Shall Be Undertaken With A Degree Of Accuracy That Will Allow Estimates To Be Made Within Approximately Plus Or Minus Five Percent (+/-5%) Of The Final Quantities. Once Approved By The Bucor, The Winning Bidder’s Daed Shall Form Part Of The Mpss. The Bucor-approved Daed, Together With The Mpss Provisions On Construction Under Section 2.0 Hereof, Shall Govern The Actual Construction Undertaken By The Winning Bidder. The Winning Bidder Shall Undertake The Necessary Field Surveys And Investigation In Accordance With The Dpwh Design Guidelines. In Carrying Out These Works, The Winning Bidder Shall Ensure That The Engineering, Environmental, Particularly During Field Investigations And The Development Of The Preliminary And Final Detailed Engineering Designs. The Winning Bidder Shall Ensure That All Designs Submitted For Approval Have Fully Taken Into Account Key Findings From The Engineering, Environmental, And That Negative Environmental Impacts Have Been Minimized Or Eliminated To The Fullest Extent Possible. 3.1.3 Architectural And Engineering Design Submittals I. Architectural Design A. The Building Should Be Designed With Structural, Electrical, Natural Or Combine Ventilation And Natural Lighting Following Building Design Standards. B. The Prospective Bidder Shall Prepare The Preliminary Architectural Plans In Accordance With The Requirements Of The National Building Code Of The Philippines, Accessibility Law (bp 344) Including All Other Applicable Laws And Local Ordinances. Submittals: (at Suitable Scale On High Quality 20” X 30” Blue Print Paper Minimum Size) 1. Site Development Plan 2. Vicinity Map 3. Perspective 4. Floor Plans 5. Elevations A. Front Elevation B. Rear Elevation C. Right Elevation D. Left Elevation 6. Sections A. Longitudinal Section B. Cross Section 7. Doors & Window Schedule 8. Plans And Details Of Stairs And Ramps 9. Schedule Of Finishes For Floors, Walls And Ceiling 10. Miscellaneous Details Ii. Structural Design A. The Proponent Shall Prepare The Necessary Structural Analysis/calculation And Design Of The Structural Members Of The Building Component In Accordance With The National Building Code Of The Philippines With Its Referral Codes Such As The Latest National Structural Code Of The Philippines. The Design For The Structure Shall Take Into Account, Among Other Things, The Seismic Requirements Of The Area To Determine The Optimum Safety Of The Whole Structure And To Minimize Possible Earthquake Damage. B. On The Basis Of The Data Obtained From The Detailed Site Investigations, Topographical/soil And Survey, Geotechnical Engineering, Foundation Investigation, Material Testing, Survey Of Existing Site Conditions, The Seismic Requirements Of The Area, The Load Requirements Of The Building And Other Investigation Required To Obtain The Data Necessary To Ensure The Safety Of The Structure, The Proposal Shall Prepare The Preliminary Structural Design Plans Of The Structure. Submittals: (at Suitable Scale On High Quality 20” X 30” Blue Print Paper Minimum Size) 1. Structural Design Criteria And Design Notes 2. Foundation Plan 3. Floor Framing Plans 4. Schedule Of Slab, Beams And Girders 5. Schedule Of Columns 6. Schedule Of Footings 7. Structural Details Of Stairs/ramp, If Applicable 8. Roof Framing Plan, If Applicable 9. Schedule And Details Of Trusses, If Applicable 10. Road Design And Details (if Applicable) 11. Miscellaneous Details Iii. Sanitary/plumbing Design A. General • The Detailed Design Shall Conform To The General Standards Adopted By The Sanitary & Plumbing Code Of The Philippines And Other Pertinent Laws And Ordinances. • All Design Considerations/assumptions Shall Be Based On The Results Of The Technical Studies, Detailed Analyses, And Design Computations. • The Technical Drawings And Specifications Shall Clearly Indicate All The Details Required To Ascertain The Care And Thoroughness Devoted In The Preparation Of The Drawings. B. Drainage And Sewerage • The Drainage Layout Shall Show All The Required Information Such As Direction Of Flow, Manhole-to-manhole Distances, And Sizes Of Lines, Manholes/canals, Location Of Outfalls, Etc. • The Prospective Bidder Shall Prepare A Design For The Sewage Treatment Plant In Accordance To The Clean Water Act Of 2004 (republic Act No. 9275) And Other Relevant Laws And Ordinances. Submittals: (at Suitable Scale On High Quality 20” X 30” Blue Print Paper Minimum Size) 1. General Notes 2. Legend & Symbols 3. Sewer, Vent And Storm Drainage Layout 4. Enlarged Toilet Plan For Common And Pwd Toilets 5. Isometric Diagram 6. Miscellaneous Details 7. Drainage And Sewerage System 8. Three Chamber Septic Tank Plans And Details C. Water Supply And Distribution System • The Proponent Shall Carry Out A Preliminary Detailed Design For The Water Supply Of The Project. The Design Should Be On The Basis Of The Source And Volume Of Water Supply, Water Consumption, Piping Network, And Conveyance In Accordance With The Applicable Laws, Rules And Regulations Governing Health, Safety And Sanitation. • The Contractor Shall Install Elevated Water Storage/s Per Unit Located At The Roof Deck Of The Prison Dormitories. (sufficient Capacity To Supply The Pdl) Submittals: (at Suitable Scale On High Quality 20” X 30” Blue Print Paper Minimum Size) 1. General Notes 2. Legend & Symbols 3. Water Line Layout 4. Water Line Isometric Diagram 5. Water Reservoir Plans And Details 6. Miscellaneous Details Iv. Electromechanical Design A. Sewage Treatment Plant • The Prospective Bidder Shall Prepare A Design For The Sewage Treatment Plant In Accordance To The Clean Water Act Of 2004 (republic Act No. 9275) And Other Relevant Laws And Ordinances. Submittals: (at Suitable Scale On High Quality 20” X 30” Blue Print Paper Minimum Size) 1. General Notes 2. Legend & Symbols 3. Electrical System Layout 4. Mechanical System Layout 5. Instrumentation And Control System Diagrams 6. Piping And Instrumentation Diagrams (p&ids) 7. Equipment Details And Specifications 8. Electrical Power Distribution 9. Emergency Power Systems 10. Grounding And Lightning Protection 11. Control And Monitoring Systems, If Applicable 12. Safety Systems 13. Miscellaneous Details B. Fire Protection System • The Prospective Bidder Shall Prepare A Design For The Fire Protection System In Accordance To The Fire Code Of The Philippines, (irr) Of Ra 9514, And Other Relevant Laws And Ordinances. Submittals: (at Suitable Scale On High Quality 20” X 30” Blue Print Paper Minimum Size) 1. Sprinkler System 2. Sprinkler System Isometric Diagram 3. Fire Fighting Piping System Diagram 4. Fire Alarm System Layout 5. Fire Suppression System Layout 6. Smoke Management System Layout 7. Fire Pump And Water Supply 8. Miscellaneous Details V. Electrical Design A. The Prospective Bidder Shall Prepare A Preliminary Design Plan For The Electrical And Power Supply System Of The Building In Accordance With The Electrical Code Of The Philippines, Fire Code Of The Philippines, National Building Code Of The Philippines And Other Relevant Laws And Ordinances. B. The Prospective Bidder Shall Prepare A Design For The Electrical And Power Supply System Considering Ease Of Maintenance And Prevention Of Illegal Connections Including Electrical Supply For Ceiling Fans. C. The Prospective Bidder Shall Prepare A Design For Backup Power Generator With Capacity Not Less Than Total Computed Kva Load Without Demand Factor. D. 3-phase Electrical Supply Shall Be Sourced From The Local Electrical Utility. E. Power Line Connection From Main Source To The Facility Submittals: (at Suitable Scale On High Quality 20” X 30” Blue Print Paper Minimum Size) 1. Power Riser Diagram 2. Power Layout System 3. Lighting Layout System 4. Local Area Network System, If Applicable 5. Grounding System 6. Load Schedules 7. Others As Applicable Vi. Other Requirements  Technical Specifications  Boring Test  Structural Design And Analysis And Computation  Final Design And Construction Plans  Upon Award Of Contract, The Contractor Shall Comply The Following: O Prepare Final Draft Of Architectural And Engineering Design Plans Incorporating All Design Refinements And Revisions Based On Project Requirement Or As May Be Required By The Bucor Pdd Within The Scope Of Design. O Submit To The Bucor Design And Build Committee (bucor-dbc) The Final Architectural And Engineering Design Plans And Specifications Duly Signed And Sealed By The Concerned Professional Architect, Engineers, Incorporating All The Necessary Revisions And Refinements For Approval By The Head Of Procuring Entity. 3.2 Construction Phase The Following Works Shall Comprise This Phase: I. Permits And Clearances, The Contractor Shall Upon Authorization Of The Head Of The Procuring Entity (hope), Make Representations With The Government Agencies Concerned To Expedite The Processing Of The Necessary Permits And Certificates Such As The Following: A. Zoning Certification And Locational Clearance B. Building /electrical/sanitary Permits C. Certificate Of Occupancy D. Environmental Clearance Certificate E. All Other Permits/clearances As May Be Required For The Construction. Ii. Mobilization, The Contractor Shall Mobilize All The Required Project Team Personnel, Equipment, Tools, And Manpower With The Required Skills And In Sufficient Number As May Be Necessary For His Efficient Undertaking Of The Project. Iii. Clearing, Grubbing And Hauling/disposal Of Debris Iv. Construction Stage As A Rule, Contract Implementation Guidelines For Procurement Of Infrastructure Projects Shall Comply With Annex “e” Of The Revised Irr Of Ra 9184. The Following Provisions Shall Supplement These Procedures: I. No Works Shall Commence Unless The Contractor Has Submitted The Prescribed Documentary Requirements And Implementing Unit Has Given Written Approval. Work Execution Shall Be In Accordance With Reviewed And Approved Documents. Ii. The Contractor Shall Be Responsible For Obtaining All Necessary Information As To Risks, Contingencies And Other Circumstances Which May Affect The Works And Shall Prepare And Submit All Necessary Documents Specified By The Implementing Unit To Meet All Regulatory Approvals As Specified In The Contract Documents. Iii. The Contractor Shall Submit A Detailed Program Of Works Within Fourteen (14) Calendar Days After The Issuance Of The Notice To Proceed (ntp) For Approval By The Head Of The Procuring Entity (hope) That Shall Include, Among Others: A. The Order In Which It Tends To Carry Out The Work Including Anticipated Timing For Each Stage Or Design/detailed Engineering And Construction; B. Periods For Review Of Specific Outputs And Any Other Submissions And Approvals; C. Sequence Of Timing For Inspection And Tests; D. General Description Of The Design And Construction Methods To Be Adopted; E. Number Of Personnel To Be Assigned For Each Stage Of The Work; F. List Of Equipment Required On Site For Each Stage Of The Work; And G. Description Of The Quality Control System To Be Utilized For The Project. Iv. Any Errors, Omissions, Inconsistencies, Inadequate Or Failure Submitted By The Contractor That Do Not Comply With The Requirements Shall Be Rectified, Resubmitted And Reviewed At The Contractor’s Cost. If The Contractor Wishes To Modify Any Design Or Document Which Has Been Previously Submitted, Reviewed And Approved, The Contractor Shall Notify The Implementing Unit Within A Reasonable Period Of Time And Shall Shoulder The Cost Of Such Changes. V. As A Rule, Changes In Design And Construction Requirements Shall Be Limited Only To Those That Have Not Been Anticipated In The Contract Signing And Approval. The Following Guidelines Shall Govern Approval For Change Or Variation Order: A. Change Orders Resulting From Design Errors, Omissions Or Non-conformance With The Performance Specifications And Parameters And The Contract Documents By The Contractor Shall Be Implemented By The Contractor At No Additional Cost To The Bureau Of Corrections. B. Provided That The Contractor Suffers Delay And/or Incurs Costs Due To Changes Or Errors In The Preparation Of Performance Specification And Parameters, The Contractor Shall Be Entitled To Either One Of The Following:  An Extension Of Time For Any Such Delays Under Section 10 Of Annex “e” Of Irr-a (ra9184; Or  Payments For Such Cost As Specified In The Contract Documents, Provided That The Cumulative Amount Of The Variation Order Does Not Exceed Ten Percent (10%) Of The Original Project Cost. C. The Contract Documents Shall Include The Manner And Schedule Of Payment Specifying The Estimated Contract Amount And Installments In Which The Contract Will Be Paid. D. The Contractor Shall Be Entitled To Advance Payment Subject To The Provisions Of Section 4 Of Annex “e” Of The Revised Irr Of Ra 9184. E. The Implementing Unit Shall Monitor The Quality Control Procedures For The Design And Construction In Accordance With The Government Guidelines And Shall Issue The Proper Certificates Of Acceptance For Sections Of The Works Or Whole Of The Works As Provided For In The Contract Documents. F. The Contractor Shall Provide All Necessary Equipment, Personnel, Instruments, Documents And Others To Carry Out Specified Tests. G. This Design And Build Project Shall Have Minimum Defects Liability Period Of One (1) Year Contract Completion Or As Provided In The Contract Documents. This Is Without Prejudice To The Liabilities Imposed Upon The Engineer/architect Who Drew Up The Plans And Specification For A Building Sanctioned Under Section 1723 Of The New Civil Code Of The Philippines. H. The Contractor Shall Be Held Liable For Design And Structural Defects And/or Failure Of The Completed Project Within The Warranty Period Of 15 Years For Permanent Structures/buildings And 5 Years For Roads As Specified In Section 62.2.2 Of The Revised Irr Of Ra 9184 V. As-built Plans. The Contractor Shall Cause The Preparation And Submission Of As-built Plans Duly Signed And Sealed By All Concerned Parties Involved In The Construction In The Same Sheet Size And Scale As The Original Drawings In One (1) Blue Print Copy And One (1) Reproducible Copy. Vi. General Requirements: 1. Temporary Facilities Such As Field Offices For The Bucor Inspectorate Team, Project Engineers And Quarters For Laborers; Temporary Warehouse For The Construction Material. 2. Office Furniture And Equipment, Survey Equipment And Consumables 3. Photographs: This Item Consists Of The Supply Of Equipment And Materials, I.e., Album, Necessary To Undertake Photographic Progress Activities Of The Project And Of All Cost Incidental To The Preparation And Submission Of Photographs (at Least 12 Photographs Per Day). The Quantities For Photographs Shall Be One (1) Set Of Photographs Per Month. 4. Health And Safety Program Including Personal Protective Equipment (ppe) A. All Standard Safety Measures And Precautions Shall Be Exercised By The Contractor In The Course Of The Project For The Protection Of The Public And Its Workers And In Conformity With Dole Department Order No. 13, Series Of 1998. B. All Workers Shall Be Equipped With Proper Working Uniform And Identification At All Times. They Must Be Registered With The Governing Bucor Security Office And Must Comply With The Bucor’s Rules And Regulations. C. The Contractor Shall Secure His/her Own Equipment And Materials On Site. The Bucor Shall Not Be Liable To Any Losses Incurred During The Progress Of The Work. 5. Minimum Heavy Equipment Requirement (as Needed) For Site Development Such As: No. Item Specification 1. Backhoe 0.8 Cu. M. 2. Backhoe Wheel Mounted With Breaker 0.90 Cu. M. 3. Cargo/service Truck 2-5 Mt., 160 Hp 4. Dump Truck 12 Cu. Yd. 5. Motorized Road Grader G710a, 140hp 6. Payloader 1.5 Cu. M. 7. Vibrator Roller 10 Mt 8. Bulldozer 170 Hp 9. Scraper 515 Hp 10. Truck Mounted Crane, Hydraulic Telescopic Bommer Capacity: 41 – 45 Mt. 11. Crawler Crane 41-45 Mt 12. Generator Set 300 Kw/375 Kva 13. Water Pump 100mm Suction Dia. 14. One Bagger Mixer 4-6 Ft3/min 15. Concrete Vibrator Ey20, 5hp, 32-70mm 16. Vibro Hammer 45000 Kg-m 17. Excavator 17.5 Kw Or Any Specify Types Of Heavy Equipment Needed For A Site Development Will Be Determined By The Winning Bidder. 6. Environmental Compliance 7. Communication Equipment: This Item Consists Of The Provision Of Communication Equipment. 8. Billboard 9. Traffic Management (if Applicable). Vii. Building Construction 1 Lot One (1) Unit 2-storey“type B” Pdl Dormitory At Least 3190 Sq.m (gross Area) Polished Flooring And Sandwich Panel Roofing With The Capacity Of Atleast 340 Pdl, 2 Pdl Per Cell With Double Deck Bunk Bed (160 Cells), 1 Pdl Per Cell With Single Bed (20 Cells). The Dormitory To Include Complete Utilities, Power Supply, Cctv, Water Supply, Fire Protection; • Electrical System: Three-phase Power Line Supply, Connected From The Local Electric Utility (from Main Road/ Source To The Compound. The Power Line Shall Be Used For The Future Development Of The 50 Ha Facility. • Electrical System: Backup Power (three-phase Genset) Supply System With Capacity Not Less Than Total Computed Mva Load, Without Demand Factor (designed To Supply The Dormitory), And To Include Capacitor Bank, If Necessary; • Sewerage And Drainage Systems(pipelines To Cover From Project Site To Nearest Tapping Point); • Water Supply System With Sufficient Pressure To Provide The Water Requirement Of The Psdl. The System Is Composed Of A Cistern Tank, Pumps, And An Overhead Water Storage Tank. Deep Well Source Water System (intake Box, Transmission Pipelines, Pressure Break Tanks, Chlorinator With Tanks And Accessories, Etc.) Whichever Is Deemed Most Suitable For The Facility And Is Authorized By The Lgu. • Fire Protection System (fire & Jockey Pump, Pump House), Fire Detection Alarm System And Fire Suppression Equipment Included In Dormitory. • Cctv Systems: To Install Cctv At Perimeter Fence To Monitor The Inside Compound And Dormitory To Monitor The Hallways And Blind Spots. 1 Lot 3 Meters Height Concrete Perimeter Security Fence With Concertina Above, To Cover 50 Hectares Area (plastered And Painted Finish); 1 Lot Primary And Secondary Fence For 1.8 Hectares Compound Including Gates, Catwalk And Post Towers (with Cr And Water Supply) (r.a. 10575 Rule 7). • 4 Meters Height Concrete Primary Perimeter Fence (with Catwalks, Concertina Wirings, Post Tower (with Cr And Water Supply) And Solar Lightings, (ra10575). • Secondary Perimeter Fence (3 Layer Concertina, Steel Mesh) With 300w Integrated Solar Light Every 3 Bays And (to Include Post Towers And Gates); 1 Lot Road Networks And Culverts • The Project Has An Allocated Budget Sufficient To Cover At Least 1440 Sqm Of Road Construction Within The Prison Facility. While This Budget Allows For Road Development, Prioritization Shall Be Given To The Construction Of Culverts, Both Fenced And Road Culverts, To Ensure Adequate Drainage And Prevent Flooding. These Culverts Are Critical For The Road Leading From The Main Road To The Site, As Well As Along The Perimeter Of The Facility. • All Entry And Exit Point Of Any Bodies Of Water E.g. Creeks, Canals Shall Be Fenced Culvert By Metal Grills (non-corrosive); • To Accurately Assess The Project Scope And Design, Bidders Are Required To Conduct A Thorough Site Inspection To Identify And Evaluate All Necessary Culverts. A. Material Specifications: A. Floor Finishes • Polished Cement Finish Prison Cell, Hallways, Staircases, And Rooms • Plain Cement Finished - Pathways. • Ramps - Anti Slip Pavers Or Tiles • Crs – Unglazed Ceramic Tiles B. Wall Finishes A. Glazed Wall Tiles - 1.8m Height. B. Plain Cement Plaster Finish - For All Buildings And Facilities C. Ceiling Finishes C. Concrete Steel Decking, If Applicable. – Coated In White Enamel D. Painting D. Semi-gloss Solvent Paint Top Coat (high-end Quality) For Interior And Exterior Walls In Two To Three Coats Application. Apply Concrete Neutralizer For Newly Finished Concrete Surfaces. Use Solvent Primer. E. Varnish Paint Finish With Weather Proof Coating – For Doors And Jambs Branded, High-end Quality (offices, Etc.), All Wooden Doors Must Have Secondary Steel Doors. F. Use Epoxy Paint Primer. Epoxy Paint Finish – For Structural Steel And All Metal Works E. Doors And Windows G. No Doors For Prison Facility Comfort Rooms With 1.20 Meter Finish Wall Height (see Rule Vii, Section 7 R-irr Of Ra 10575). H. Steel Doors And Grills – For Dormitories, Gates And Other Security Areas. Sliding Doors For All Cells (see Rule Vii, Section 7 R-irr Of Ra 10575) F. Waterproofing I. Uv Resistant Polyurethane Waterproofing – For All Roof Deck With Topping Works Provided With Welded Wire Mesh. (at Elevated Water Tank Area) J. Cistern - Polyurethane Waterproofing G. Plumbing Works K. Upvc Pipe Series 1000 – For All Soil, Sewer, Waste, Dry And Wet Vent Piping High-end Quality L. Pprc Fusion Type – For All Water Lines High-end Quality M. Contractor Encouraged To Adapt: Lpf Flush Valve For Water Closet Or Stainless Toilet-lavatory Combination. Waterless Urinals N. Sprinkler System To All Prison Dormitories In Accordance With The Provisions Of Revised Plumbing Code Of The Philippines. O. Contractor To Provide A Water System To Supply The Facility 4. Approved Budget For The Contract (abc) The Approved Budget For The Contract (abc) Is Php 300,000,000. This Is The Ceiling For Acceptable Bids. Bids Higher Than Abc Shall Be Automatically Rejected. 5. Proposed Implementation Schedule (example): No. Of Months 1 2 4 5 6 7 8 9 10 11 12 Design Phase Construction Phase 6. Eligibility Criteria For Bidders 6.1 General The Eligibility Requirements For This Design And Build Project Shall Adopt The Provisions Of Annex “g” Of The Implementing Rules And Regulations Of Ra 9184 (e.g. Eligibility Requirement). However, If A Bidder Who Has No Experience In Db Project On Its Own May Opt To Enter A Subcontracting Agreement, Partnership, Or Joint Venture With A Design Or Engineering Firm For The Design Portion Of The Project. 6.2 Legal Requirements A. Valid Contractor’s License Issued By The Philippine Contractor’s Accreditation Board B. Valid License Of The Contractor’s Designer Issued By The Professional Regulation Commission. 6.3 Technical Requirements A. The Contractor’s Designer Must Have Designed One Structure Similar To The Project At Hand With A Construction Cost Of At Least 50 % Of The Abc. 6.4 Financial Requirements The Contractor Must Have A Net Financial Contracting Capacity (nfcc) At Least Equal To The Abc To Be Bid Or Equivalent To Php300,000,000.00. 7. Contents Of The Bid 7.1 In The First Envelope Class “a” Documents Legal Documents I. Philgeps Certificate Of Registration And Membership In Accordance With Section 8.5.2 Of This Irr. For Procurement To Be Performed Overseas, It Shall Be Subject To The Guidelines To Be Issued By The Gppb. (a) Ii. Pcab License And Registration, In Case Of Jv; 57 Iii. Statement Of All Ongoing Government And Private Contracts; Iv. Statement Of Slcc; V. Nfcc Computation; Vi. Jva, If Applicable; Vii. Bid Security In The Prescribed Form, Amount And Validity Period; Viii. Project Requirements, Which Shall Include The Following: 1. Organizational Chart For The Contract To Be Bid; 2. List Of Contractor’s Personnel (design And Construction), To Be Assigned To The Contract To Be Bid, With Their Complete Qualification And Experience Data; 3. List Of Contractor’s Equipment Units Which Are Owned, Leased And/or Under Purchase Agreements, Supported By Certification Of Availability Of Equipment From Lessor/vendor For The Duration Of The Project. Ix. Omnibus Sworn Statement By The Prospective Bidder Or Its Authorized Representative In The Prescribed Format; X. Submission Of Preliminary Conceptual Design Plans: Class “b” Documents I. For Infrastructure Projects, Jv Bidders Shall Submit A Jva In Accordance With R.a. 4566 And It’s Irr. Ii. Each Partner Of The Joint Venture Shall Submit Their Philgeps Certificates Of Registration In Accordance With Section 8.5.2 Of This Irr. The Submission Of Technical And Financial Eligibility Documents By Any Of The Joint Venture Partners Constitutes Compliance: Provided, That The Partner Responsible To Submit The Nfcc Shall Likewise Submit The Statement Of All Of Its Ongoing Contracts And Audited Financial Statements. 1. Preliminary Conceptual Architectural Design Plans In Accordance With The Degree Of Details Specified By The Procuring Entity: (at Suitable Scale On High Quality A3 Blue Print Paper /digital Print Minimum Size) A. Location Plan/vicinity Map B. Perspective C. Floor Plans D. Front View Elevation E. Rear View Elevation F. Left Side View Elevation G. Right Side View Elevation H. Longitudinal Section I. Transverse Section 2. Design And Construction Method 3. List Of Contractor’s Personnel To Be Assigned To The Contract To Be Bid With Their Complete Qualification And Experience Data And Photocopy Of Their Valid Licenses Issued By The Professional Regulatory Commission (prc), Curriculum Vitae Of Key Staff, Partners Or Principal Officers With A Minimum Work Experience Requirements Set In The Bds; For Design The Key Professionals And The Respective Qualifications Of The Design Personnel Shall Be As Follows: • Principal Architect The Principal Architect Must Be Duly-licensed With At Least Ten (10) Years’ Experience In The Design Of Residential, Government Offices Or Institutional Facilities, And Shall Preferably Be Knowledgeable In The Application Of Rapid Construction Technologies. • Structural Engineer The Structural Engineer Must Be A Duly-licensed Civil Engineer With At Least Ten (10) Years’ Experience In Structural Design And Shall Preferably Be Knowledgeable In The Application Of Rapid Construction Technologies. • Professional Electrical Engineer The Electrical Engineer Must Be A Registered Professional Electrical Engineer With At Least Five (5) Years’ Experience In The Design Of Lighting, Power Distribution, Communication Systems (specifically Structured And Local Area Network Cabling, Pabx), Building Management Systems And Preferably Knowledgeable In Developments In Emergent Efficient Lighting Technologies And Energy Management. • Professional Mechanical Engineer The Mechanical Engineer Must Be A Professional Mechanical Engineer With At Least Five (5) Years In Hvac And Fire Protection Systems And Preferably Knowledgeable In Emergent, Alternative Energy- Efficient Hvac Technologies. • Electronics And Communications Engineer The Electronics And Communications Engineer Must Be Duly-licensed With At Least Ten (5) Years’ Experience In The Design Of Communications Systems, And Preferably Knowledgeable In The Application Of Building Automation And Surveillance Systems. • Sanitary Engineer The Sanitary Engineer Must Be Duly-licensed With At Least Five (5) Years’ Experience In The Design Of Building Water Supply And Distribution, Plumbing, And Preferably Knowledgeable In Waste Water Management/treatment, And Emergent, Alternative Effluent Collection And Treatment System. The Design & Build Contractor May, As Needed And At Its Own Expense, Add Additional Professionals And/or Support Personnel For The Optimal Performance Of All Architectural And Engineering Design Services, As Stipulated In These Terms Of Reference, For The Project. Prospective Bidders Shall Attach Each Individual’s Resume And Prc License Of The (professional) Staff. Design Personnel May Also Be Utilized For The Construction Phase Provided That The Same Meet The Minimum Number Of Years Of Experience In The Construction Of Similar Projects. For Construction Personnel The Key Professionals And The Respective Qualifications Of The Construction Personnel Shall Be As Follows: • Project Manager The Project Manager Shall Be A Licensed Architect Or Engineer With At Least Eight (8) Years Relevant Experience On Similar And Comparable Projects In Different Locations. The Project Manager Should Have A Proven Record Or Managerial Capability Through The Directing/managing Of Major Civil Engineering Works, Including Projects Of A Similar Magnitude. • Project Architect/engineer The Project Architect/engineer Shall Be A Licensed Architect Or Engineer With At Least Five (5) Years’ Experience In Similar And Comparable Projects And Shall Preferably Be Knowledgeable In The Application Of Rapid Construction Technologies. • Materials Engineer (m.e. I) The Materials Engineer Must Be Duly Accredited With The Dpwh And With At Least Five (5) Years’ Experience In Similar And Comparable Projects And Shall Preferably Be Knowledgeable In The Application Of Rapid Construction Technologies. • Electrical Engineer The Electrical Engineer Must Be Duly-licensed With At Least Five (5) Years’ Experience In Similar And Comparable Projects In The Installation Of Lighting, Power Distribution, Communication Systems (specifically Structured And Local Area Network Cabling, Pabx), Building Management Systems. • Mechanical Engineer The Mechanical Engineer Must Be Duly-licensed With At Least Five (5) Years’ Experience In Similar And Comparable Projects In The Installation Of Hvac And Fire Protection. • Sanitary Engineer The Sanitary Engineer Must Be Duly-licensed With At Least Five (5) Years’ Experience In Similar And Comparable Projects In The Installation Of Building Water Supply And Distribution, Plumbing. • Foreman The Foreman Must Have At Least Five (5) Years’ Experience In Similar And Comparable Projects And Shall Preferably Be Knowledgeable In The Application Of Rapid Construction Technologies. • Safety Officer The Safety Officer Must Be An Accredited Safety Practitioner By The Department Of Labor And Employment (dole) And Must Have Undergone The Prescribed Forty (40) Hour Construction Safety And Health Training (cosh) And Must Have At Least Two (2) Years’ Experience. 4. Value Engineering Analysis Of Design And Construction. The Second Envelope (financial Proposal) Shall Contain All The Required Documents For Infrastructure Projects Under Section 25.38 Of The Irr Of R.a 9184. 7.2 In The Second Envelope – Financial Proposal The Contents Of Financial Proposal – In The Second Envelope Shall Be Governed By Section 6.1 Design And Build Scheme Of The Dpwh Procurement Manual Volume Ii - Infrastructure Main Guidelines (2016). A. Lump Sum Bid Prices, Which Shall Include The Detailed Engineering Cost, In The Prescribed Bid Form Inclusive Of Vat B. Detailed Estimates Including A Summary Sheet Indicating The Unit Prices Of Construction Materials, Labor Rates And Equipment Rentals Used In Coming Up With The Bid For The Following: I Detailed Architectural And Engineering Design; Ii Demolition Works; And Iii Building Construction/civil Works. C. Bill Of Quantities D. Cash Flow And Payments Schedule. 8. Procedure And Criteria For Bids Evaluation For The Detailed Evaluation Of The Design And Build Proposals A Two-step Procedure Shall Be Adopted By The Bac, Which May Be Undertaken With The Assistance Of The Dbc. First-step Procedure: With The Assistance Of The Bucor Design And Build Committee (bucor-dbc), The Bac Shall Conduct The Opening, Preliminary Examination And Detailed Evaluation Of The Design And Build Proposals, As Follows: (1) The First Step Of The Evaluation Shall Involve The Review Of The Preliminary Conceptual Designs And Track Record Submitted By The Contract As Indicated In The Bidding Documents Using A Nondiscretionary “pass/fail” Criteria That Involve Compliance With The Following Requirements: A. Performance Specifications And Parameters And Degree Of Details; B. Adherence Of Preliminary Design Plans To The Required Concept Of Approach And Methodology For Detailed Engineering, Design And Construction With Emphasis On The Clarity, Feasibility, Innovativeness And Comprehensiveness Of The Plan Approach, And The Quality Of Interpretation Of Project Problems, Risks, And Suggested Solutions; And C. Quality Of Personnel To Be Assigned To The Project Which Covers Suitability Of Key Staff To Perform The Duties Of The Particular Assignments And General Qualifications And Competence Including Education And Training Of The Key Staff. 8.1 Merit Point Critera For The Bid Evaluation 8.1.1 Adherence To Performance Specifications (35 Points) A. Compliance And Adherence To Specifications: Excellent Compliance (100 Points): The Submission Fully Adheres To All Specified Project Requirements And Regulations, Demonstrating Meticulous Attention To Detail And Comprehensive Understanding Of The Tor. All Drawings And Documentation Are Accurate, Complete, And In Compliance With Relevant Standards. Good Compliance (80 Points): The Submission Largely Complies With Project Specifications And Regulations, With Minor Discrepancies. Drawings And Documentation Are Mostly Accurate And Complete, Meeting The Majority Of Requirements. Acceptable Compliance (70 Points): The Submission Satisfies Most Of The Specified Requirements And Regulations, Albeit With Some Notable Omissions Or Inconsistencies. Drawings And Documentation Are Generally Accurate And Complete, Meeting The Basic Expectations. Some Reservations (50 Points): The Submission Partially Meets The Specified Requirements And Regulations, With Several Notable Deficiencies Or Inconsistencies. There Are Significant Gaps Or Inaccuracies In The Drawings And Documentation, Raising Concerns About Compliance. Serious Reservations (20%) The Submission Falls Significantly Short Of Meeting The Specified Requirements And Regulations, With Major Deficiencies Or Inconsistencies. Drawings And Documentation Lack Essential Details Or Fail To Comply With Key Standards, Casting Doubt On The Bidder's Understanding Of The Project Scope. Unacceptable (0%) The Submission Fails To Comply With The Specified Requirements And Regulations, Lacking Essential Details And Demonstrating A Fundamental Misunderstanding Of The Project Scope. Drawings And Documentation Are Incomplete Or Inaccurate, Indicating A Lack Of Capability To Deliver The Project On Time. B. Functionality And Efficiency: Excellent (100%): The Design Optimally Utilizes Space, Facilitating Efficient Accommodation Of 500 Psdl. Layout And Design Enhance Operational Flow, Demonstrating Exceptional Foresight And Planning. Integration Of Facilities Promotes Smooth Prison Management. Good (80%): The Design Effectively Utilizes Space, With Minor Areas For Improvement In Operational Flow. Layout And Design Contribute To Efficient Prison Management, Meeting Most Functional Requirements. Acceptable (70%): The Design Adequately Utilizes Space, Meeting Basic Requirements For Accommodating 500 Psdl. Layout And Design Support Operational Flow, Though Some Improvements Are Needed For Optimal Functionality. Some Reservations (50%): The Design Partially Optimizes Space Utilization, With Notable Deficiencies In Operational Flow. Layout And Design Hinder Efficient Prison Management, Requiring Significant Adjustments For Improvement. Serious Reservations (20%): The Design Inadequately Utilizes Space, Hindering Accommodation Of 500 Psdl. Layout And Design Severely Impede Operational Flow, Indicating A Lack Of Understanding Of Functional Requirements. Unacceptable (0%): The Design Fails To Optimize Space Utilization, Lacking Consideration For Accommodating 500 Psdl. Layout And Design Pose Significant Obstacles To Efficient Prison Management, Indicating A Fundamental Misunderstanding Of Functional Requirements. C. Safety And Security: Excellent (100%): The Design Features Robust Perimeter Walls, Guard Towers, And Security Features Ensuring Optimal Pdl Containment And Facility Security. Fire Protection And Detection Systems Are Highly Reliable, With Comprehensive Safety Measures For Both Psdl And Staff. Good (80%): The Design Incorporates Effective Perimeter Walls, Guard Towers, And Security Features, With Minor Areas For Enhancement. Fire Protection And Detection Systems Are Reliable, With Adequate Safety Measures For Psdl And Staff. Acceptable (70%) The Design Includes Satisfactory Perimeter Walls, Guard Towers, And Security Features, Meeting Basic Requirements For Pdl Containment And Facility Security. Fire Protection And Detection Systems Are Functional, With Sufficient Safety Measures For Psdl And Staff. Some Reservations (50%): The Design Features Partially Effective Perimeter Walls, Guard Towers, And Security Features, With Notable Deficiencies In Pdl Containment And Facility Security. Fire Protection And Detection Systems Lack Reliability, With Limited Safety Measures For Psdl And Staff. Serious Reservations (20%): The Design Lacks Effective Perimeter Walls, Guard Towers, And Security Features, Compromising Pdl Containment And Facility Security. Fire Protection And Detection Systems Are Inadequate, Posing Significant Risks To Psdl And Staff Safety. Unacceptable (0%): The Design Neglects Perimeter Walls, Guard Towers, And Security Features, Failing To Ensure Pdl Containment And Facility Security. Fire Protection And Detection Systems Are Absent Or Non-functional, Posing Severe Risks To Psdl And Staff Safety. D. Sustainability And Environmental Considerations: Excellent (100%): The Design Includes Robust Safety Measures And Emergency Protocols, Ensuring The Safety And Well-being Of Psdl And Staff In Accordance With Ra 10575. Good (80%): The Design Integrates Sustainable Design Principles Effectively, With Minor Opportunities For Improvement In Energy Efficiency And Material Selection. Sewage Treatment And Water Conservation Measures Are Adequate, Supporting Environmental Sustainability. Acceptable (70%) The Design Includes Basic Sustainable Design Principles, Meeting Minimum Requirements For Energy Efficiency And Material Selection. Sewage Treatment And Water Conservation Measures Are Functional, Contributing To Environmental Sustainability. Some Reservations (50%): The Design Partially Incorporates Sustainable Design Principles, With Notable Deficiencies In Energy Efficiency And Material Selection. Sewage Treatment And Water Conservation Measures Lack Comprehensiveness, Limiting Environmental Sustainability. Serious Reservations (20%): The Design Lacks Consideration For Sustainable Design Principles, Neglecting Energy Efficiency And Eco-friendly Materials. Sewage Treatment And Water Conservation Measures Are Insufficient, Undermining Environmental Sustainability. Unacceptable (0%): The Design Disregards Sustainable Design Principles, Showing No Commitment To Energy Efficiency Or Eco-friendly Materials. Sewage Treatment And Water Conservation Measures Are Absent Or Inadequate, Disregarding Environmental Sustainability. E. Aesthetics And Architectural Design: Excellent (100%): The Design Exhibits Exceptional Aesthetic Appeal And Architectural Coherence, Showcasing Innovative And Visually Pleasing Elements. Consideration Of Local Architectural Vernacular And Contextual Integration Is Evident, Contributing To The Overall Excellence Of The Design. Good (80%): The Design Demonstrates Good Aesthetic Appeal And Architectural Coherence, With Some Areas For Enhancement In Creativity And Visual Impact. Consideration Of Local Architectural Vernacular And Contextual Integration Is Apparent, Enriching The Design. Acceptable (70%): The Design Achieves Acceptable Aesthetic Appeal And Architectural Coherence, Meeting Basic Expectations For Visual Presentation. Consideration Of Local Architectural Vernacular And Contextual Integration Is Present, Though Limited In Scope. Some Reservations (50%): The Design Lacks Significant Aesthetic Appeal And Architectural Coherence, With Notable Deficiencies In Creativity And Visual Impact. Consideration Of Local Architectural Vernacular And Contextual Integration Is Minimal, Detracting From The Overall Quality Of The Design. Serious Reservations (20%): The Design Exhibits Poor Aesthetic Appeal And Architectural Coherence, Failing To Engage Visually Or Inspire Interest. Consideration Of Local Architectural Vernacular And Contextual Integration Is Lacking, Diminishing The Design's Relevance And Appropriateness. Unacceptable (0%): The Design Lacks Any Aesthetic Appeal Or Architectural Coherence, Showing No Effort To Engage Visually Or Integrate With The Local Architectural Vernacular. Consideration Of Contextual Integration Is Absent, Rendering The Design Unsuitable For The Project. 8.1.2 Approach And Methodology For Detailed Engineering, Design, And Construction (40 Points) Excellent (100%): The Concept Of Approach And Methodology For Detailed Engineering, Design, And Construction Is Exceptionally Clear, Feasible, Innovative, And Comprehensive. The Plan Demonstrates A High Level Of Understanding Of Project Problems, Risks, And Suggested Solutions, With Well-defined Strategies For Addressing Them. Good (80%): The Concept Of Approach And Methodology For Detailed Engineering, Design, And Construction Is Clear, Feasible, And Comprehensive, With Some Innovative Elements. The Plan Adequately Addresses Project Problems, Risks, And Suggested Solutions, Though Some Areas May Require Further Development. Acceptable (70%): The Concept Of Approach And Methodology For Detailed Engineering, Design, And Construction Satisfactorily Addresses Project Requirements, With A Basic Level Of Clarity And Feasibility. The Plan Outlines Strategies For Addressing Project Problems, Risks, And Suggested Solutions, Meeting The Minimum Expectations. Some Reservations (50%): The Concept Of Approach And Methodology For Detailed Engineering, Design, And Construction Partially Addresses Project Requirements, With Notable Gaps In Clarity And Feasibility. The Plan Lacks Innovative Elements And May Inadequately Address Project Problems, Risks, And Suggested Solutions. Serious Reservations (20%): The Concept Of Approach And Methodology For Detailed Engineering, Design, And Construction Demonstrates Significant Deficiencies In Clarity, Feasibility, And Comprehensiveness. The Plan Fails To Adequately Address Project Problems, Risks, And Suggested Solutions, Indicating A Lack Of Understanding Or Inadequate Planning. Unacceptable (0%): The Concept Of Approach And Methodology For Detailed Engineering, Design, And Construction Is Unclear, Infeasible, And Lacks Comprehensiveness. The Plan Fails To Address Project Problems, Risks, And Suggested Solutions, Indicating A Fundamental Misunderstanding Or Disregard For Project Requirements. 8.1.3 Quality Of Personnel Assigned To The Project (25 Points) Excellent (100%): The Personnel Assigned To The Project, Including Key Staff, Are Highly Suitable And Competent To Perform Their Duties. Key Staff Members Possess Exceptional Qualifications, Competence, Education, And Training Relevant To Their Roles, Demonstrating A High Level Of Expertise And Experience. Good (80%): The Personnel Assigned To The Project, Including Key Staff, Are Suitable And Competent To Perform Their Duties Effectively. Key Staff Members Possess Relevant Qualifications, Competence, Education, And Training, Demonstrating Solid Expertise And Experience. Acceptable (70%): The Personnel Assigned To The Project, Including Key Staff, Meet The Basic Requirements For Suitability And Competence In Performing Their Duties. Key Staff Members Possess General Qualifications And Competence, Education, And Training Relevant To Their Roles, Meeting The Minimum Expectations. Some Reservations (50%): The Personnel Assigned To The Project, Including Key Staff, Demonstrate Some Suitability And Competence In Performing Their Duties, But Notable Deficiencies Are Present. Key Staff Members May Lack Certain Qualifications, Competence, Education, Or Training, Raising Concerns About Their Ability To Effectively Fulfill Their Roles. Serious Reservations (20%): The Personnel Assigned To The Project, Including Key Staff, Exhibit Significant Deficiencies In Suitability And Competence To Perform Their Duties. Key Staff Members Lack Essential Qualifications, Competence, Education, Or Training, Indicating A Lack Of Expertise Or Experience Relevant To Their Roles. Unacceptable (0%): The Personnel Assigned To The Project, Including Key Staff, Are Unsuitable And Incompetent To Perform Their Duties Effectively. Key Staff Members Lack The Necessary Qualifications, Competence, Education, And Training, Demonstrating A Fundamental Mismatch With The Requirements Of Their Roles. 8.2 Determination Of The Merit Point Score The Aggregate Of The Scores In Each Criterion Must Be 70% Or More To Pass Using The Following Formula In Equation. Description Weight (w) Rating (r) Criteria 1 35% (smax/sact) Criteria 2 40% Sact Criteria 3 25% Sact Smax = Η (100) Sact = R1 +r2 +r3 + . . .(rη) Where Η = Number Of Sub Criteria R = Rating Given To The Criteria/sub Criteria The Actual Score (sact) For Each Of The Criteria/sub Criteria Is Obtained By Adding All The Given Rating. (smax) Is The Summation Of Maximum Score Per Criteria 8.3 Passing Rate The Specific Passing Rate Value Depends On The Specific Context Of The Project, The Priorities Of The Design And Build Committee, And The Complexity Of The Requirements Outlined In Ra 10575. Based On The Provided Criteria And Descriptions, The Passing Rate For The Merit Point Criteria (mpc) Could Be Set At 75%. This Means That Bidders Must Score At Least 75% Or Higher In The Evaluation Process To Be Considered As Meeting The Minimum Requirements For The Project A. Pass Rate Per Criteria Will Be Determined Using The Formula: Score = W1*r1 + W2*r2 + W3*r3 B. A Bid Or Technical Bid That Failed In Any Of The Criteria’s Will Not Be Considered For Further Evaluation C. Score Above 75% Will Be Considered As Technically Responsive. Aggregate Score Of Less Than 75% Will Be Considered Failed, And May Be Rejected On That Basis. Second-step Procedure: Only Those Bids That Passed The Above Criteria Shall Be Subjected To The Second Step Of Evaluation. The Bac Shall Open The Financial Proposal Of Each “passed” Bidder And Shall Evaluate It Using Non-discretionary Criteria – Including Arithmetical Corrections For Computational Errors – As Stated In The Bidding Documents, And Thus Determine The Correct Total Calculated Prices. The Bac Shall Automatically Disqualify Any Total Calculated Bid Price Which Exceeds The Abc 9. Data To Be Provided By The Bucor These Data Are For Reference Only And Does Not Guarantee The Contractor That The Data Provided Are Correct, Free From Error, And Applicable To The Project At Hand. The Contractor Is Responsible For The Accuracy Or Applicability Of Any Data That He Will Use In His Design– Build Proposal And Services. Sample Data For Buildings: A. Conceptual Plans 10. Documents To Be Provided By The Contractor During Contract Implementation A. Detailed Architectural And Engineering Plans B. Design Analysis C. Survey Data D. Quantity Calculation E. Detailed Geotechnical Investigation Report F. Design Report. G. As-built Plans, (printed Including Cad Files And Bim Files (lod 500) H. Other Relevant Documents 11. Design And Build Period The Winning Bidder Shall Commence Actual Works Upon The Issuance By The Bucor Of The Notice To Proceed (ntp). The Winning Bidder Shall Complete The Daed And Submit Within The Ninety (60) Calendar Days (cds) Period To The Bucor For Review And Approval. The Contractor Shall Complete The Construction Of The Building Within 305 Cds For The Total Contract Duration Of 365 Cd. Conforme: Name Of Company In Print Signature Over Printed Name Of Authorized Representative/date Section Vii. Drawings The Conceptual Drawings Should Be Attached To This Section Or Annexed In A Separate Folder As Part Of The First Envelope (technical Component Envelope). Preliminary Conceptual Architectural Design Plans In Accordance With The Degree Of Details Specified By The Procuring Entity: At Suitable Scale On High Quality A3 Blue Print Paper /digital Print Minimum Size) 1. Location Plan/vicinity Map 2. Perspective 3. Floor Plans 4. Front View Elevation 5. Rear View Elevation 6. Left Side View Elevation 7. Right Side View Elevation 8. Longitudinal Section 9. Transverse Section Section Viii. Bill Of Quantities The Bill Of Quantities Should Be Attached To This Section As Part Of The Second Envelope (financial Component Envelope). Section Ix. Checklist Of Technical And Financial Documents Checklist Of Technical And Financial Documents I. Technical Component Envelope Class “a” Documents Legal Documents ⬜ (a) Valid Philgeps Registration Certificate (platinum Membership) (all Pages) In Accordance With Section 8.5.2 Of The Irr; Technical Documents ⬜ (b) Statement Of The Prospective Bidder Of All Its Ongoing Government And Private Contracts, Including Contracts Awarded But Not Yet Started, If Any, Whether Similar Or Not Similar In Nature And Complexity To The Contract To Be Bid; And ⬜ (c) Statement Of The Bidder’s Single Largest Completed Contract (slcc) Similar To The Contract To Be Bid, Except Under Conditions Provided Under The Rules; And ⬜ (d) Special Pcab License In Case Of Joint Ventures And Registration For The Type And Cost Of The Contract To Be Bid; And ⬜ (e) Original Copy Of Bid Security. If In The Form Of A Surety Bond, Submit Also A Certification Issued By The Insurance Commission Or Original Copy Of Notarized Bid Securing Declaration; And (f) Project Requirements, Which Shall Include The Following: ⬜ A. Organizational Chart For The Contract To Be Bid; ⬜ B. List Of Contractor’s Key Personnel (e.g., Project Manager, Project Engineers, Materials Engineers, And Foremen), To Be Assigned To The Contract To Be Bid With Their Complete Qualification And Experience Data And Photocopy Of Their Valid Licenses Issued By The Professional Regulatory Commission (prc) And Curriculum Vitae Of Key Staff, Partners Or Principal Officers With A Minimum Work Experience Requirements Set In The Bds; ⬜ C. List Of Contractor’s Major Equipment Units, Which Are Owned, Leased, And/or Under Purchase Agreements, Supported By Proof Of Ownership Or Certification Of Availability Of Equipment From The Equipment Lessor/vendor For The Duration Of The Project, As The Case May Be; And ⬜ (g) Original Duly Signed Omnibus Sworn Statement (oss); And If Applicable, Original Notarized Secretary’s Certificate Or Board Resolution/partnership Resolution In Case Of A Corporation, Partnership, Or Cooperative; Or Original Notarized Special Power Of Attorney In Case Of Sole Proprietorship Of All Members Of The Joint Venture Giving Full Power And Authority To Its Officer To Sign The Oss And Do Acts To Represent The Bidder. And ⬜ (h) Conformity With The Technical Specifications (scope Of Work); And ⬜ (i) Preliminary Conceptual Architectural Design Plans In Accordance With The Degree Of Details Specified By The Procuring Entity: (at Suitable Scale On High Quality A3 Blue Print Paper /digital Print Minimum Size) 1. Location Plan/vicinity Map 2. Perspective 3. Floor Plans 4. Front View Elevation 5. Rear View Elevation 6. Left Side View Elevation 7. Right Side View Elevation 8. Longitudinal Section 9. Transverse Section ⬜ (j) Design And Construction Method And ⬜ (k) Value Engineering Analysis Of The Design And Construction Method. And Financial Documents ⬜ (l) The Prospective Bidder’s Computation Of Net Financial Contracting Capacity (nfcc) At Least Equal To The Abc. And Class “b” Documents ⬜ (m) Jv Bidders Shall Submit A Jva In Accordance With R.a. 4566 And Its Irr. Each Partner Of The Joint Venture Shall Submit Their Respective Philgeps Certificates Of Registration In Accordance With Section 8.5.2 Of This Irr. The Submission Of Technical And Financial Eligibility Documents By Any Of The Joint Venture Partners Constitutes Compliance: Provided, That The Partner Responsible To Submit The Nfcc Shall Likewise Submit The Statement Of All Of Its Ongoing Contracts And Audited Financial Statements. Ii. Financial Component Envelope ⬜ (n) Original Of Duly Signed And Accomplished Financial Bid Form; And Other Documentary Requirements Under Ra No. 9184 ⬜ (o) Original Of Duly Signed Bid Prices In The Bill Of Quantities; And ⬜ (p) Duly Accomplished Detailed Estimates Form, Including A Summary Sheet Indicating The Unit Prices Of Construction Materials, Labor Rates, And Equipment Rentals Used In Coming Up With The Bid; And ⬜ (q) Cash Flow And Payment Schedule. Bidding Form Company Letterhead Statement Of Ongoing Government & Private Contracts Design And Build Of Bureau Of Corrections Supermaximum Prison Facility (2nd Phase) At Sablayan Prison And Penal Farm (sppf) Statement Of All Its Ongoing Government And Or Private Contracts Including Contracts Awarded But Not Yet Started, If Any Whether Similar Or Not Similar In Nature. Name Of Contract Date Of Contract Contract Duration Owner’s Name And Address Nature Of Work Contractor’s Role (whether Sole Contractor, Subcontractor, Or Partner In A Jv) And Percentage Of Participation Total Contract Value At Award Date Of Completion Or Estimated Completion Time Value Of Outstanding Works Certified Correct: Name And Signature Of Authorized Representative Position Date Company Letterhead Statement Of Single Largest Completed Contract Design And Build Of Bureau Of Corrections Supermaximum Prison Facility (2nd Phase) At Sablayan Prison And Penal Farm (sppf) Statement Of Single (1) Largest Completed Contract Of Similar In Nature Within The Last Six (6) Years From The Date Of Submission And Receipt Of Bids Amounting To At Least Fifty Percent (50%) Of The Approved Budget Of The Contract (abc) Name Of Contract Date Of Contract Contract Duration Owner’s Name And Address Nature Of Work Contractor’s Role (whether Sole Contractor, Subcontractor, Or Partner In A Jv) And Percentage Of Participation Total Contract Value At Award Amount Of Completed Contracts, Adjusted By The Bidder To Current Prices Using Psa’s Consumer Price Index, If Necessary Date Of Completion Or Estimated Completion Time Certified Correct: Name And Signature Of Authorized Representative Position Date Company Letterhead Design And Build Of Bureau Of Corrections Supermaximum Prison Facility (2nd Phase) At Sablayan Prison And Penal Farm (sppf) Republic Of The Philippines) City Of _______________________) S.s. X------------------------------------------------------x Bid Securing Declaration Invitation To Bid: [insert Reference Number] To: Bureau Of Corrections I/we, The Undersigned, Declare That: 1. I/we Understand That, According To Your Conditions, Bids Must Be Supported By A Bid Security, Which May Be In The Form Of A Bid-securing Declaration. 2. I/we Accept That: (a) I/we Will Be Automatically Disqualified From Bidding For Any Contract With Any Procuring Entity For A Period Of Two (2) Years Upon Receipt Of Your Blacklisting Order; And, (b) I/we Will Pay The Applicable Fine Provided Under Section 6 Of The Guidelines On The Use Of Bid Securing Declaration, Within Fifteen (15) Days From Receipt Of The Written Demand By The Procuring Entity For The Commission Of Acts Resulting To The Enforcement Of The Bid Securing Declaration Under Sections 23.1(b), 34.2, 40.1 And 69.1, Except 69.1(f), Of The Irr Of Ra 9184; Without Prejudice To Other Legal Action The Government May Undertake. 3. I/we Understand That This Bid Securing Declaration Shall Cease To Be Valid On The Following Circumstances: (a) Upon Expiration Of The Bid Validity Period, Or Any Extension Thereof Pursuant To Your Request; (b) I Am/we Are Declared Ineligible Or Post-disqualified Upon Receipt Of Your Notice To Such Effect, And (i) I/we Failed To Timely File A Request For Reconsideration Or (ii) I/we Filed A Waiver To Avail Of Said Right; (c) I Am/we Are Declared The Bidder With The Lowest Calculated Responsive Bid, And I/we Have Furnished The Performance Security And Signed The Contract. In Witness Whereof, I/we Have Hereunto Set My/our Hand/s This ____ Day Of [month] [year] At [place Of Execution]. ______________________________________________________ [insert Name Of Bidder’s Authorized Representative] _____________________________ [insert Signatory’s Legal Capacity] Affiant Subscribed And Sworn To Before Me This ___ Day Of [month] [year] At [place Of Execution], Philippines. Affiant/s Is/are Personally Known To Me And Was/were Identified By Me Through Competent Evidence Of Identity As Defined In The 2004 Rules On Notarial Practice (a.m. No. 02-8-13-sc). Affiant/s Exhibited To Me His/her [insert Type Of Government Identification Card Used], With His/her Photograph And Signature Appearing Thereon, With No. ____________ Issued On ______________ At ___________________________________. Witness My Hand And Seal This ___ Day Of [month] [year]. Name Of Notary Public Serial No. Of Commission _______________ Notary Public For _______ Until __________ Roll Of Attorneys No. __________________ Ptr No. ______ [date Issued], [place Issued] Ibp No. ______ [date Issued], [place Issued Doc. No. _____ Page No. _____ Book No. _____ Series Of ____ Company Letterhead Omnibus Sworn Statement Design And Build Of Bureau Of Corrections Supermaximum Prison Facility (2nd Phase) At Sablayan Prison And Penal Farm (sppf) _________________________________________________________________________ Republic Of The Philippines ) City/municipality Of ______ ) S.s. Affidavit I, [name Of Affiant], Of Legal Age, [civil Status], [nationality], And Residing At [address Of Affiant], After Having Been Duly Sworn In Accordance With Law, Do Hereby Depose And State That: 1. [select One, Delete The Other:] [if A Sole Proprietorship:] I Am The Sole Proprietor Or Authorized Representative Of [name Of Bidder] With Office Address At [address Of Bidder]; [if A Partnership, Corporation, Cooperative, Or Joint Venture:] I Am The Duly Authorized And Designated Representative Of [name Of Bidder] With Office Address At [address Of Bidder]; 2. [select One, Delete The Other:] [if A Sole Proprietorship:] As The Owner And Sole Proprietor, Or Authorized Representative Of [name Of Bidder], I Have Full Power And Authority To Do, Execute And Perform Any And All Acts Necessary To Participate, Submit The Bid, And To Sign And Execute The Ensuing Contract For Design And Build Of Bureau Of Corrections Supermaximum Prison Facility (2nd Phase) Of The Bureau Of Corrections, As Shown In The Attached Duly Notarized Special Power Of Attorney; [if A Partnership, Corporation, Cooperative, Or Joint Venture:] I Am Granted Full Power And Authority To Do, Execute And Perform Any And All Acts Necessary To Participate, Submit The Bid, And To Sign And Execute The Ensuing Contract For Design And Build Of Bureau Of Corrections Supermaximum Prison Facility (2nd Phase) Of The Bureau Of Corrections, As Shown In The Attached [state Title Of Attached Document Showing Proof Of Authorization (e.g., Duly Notarized Secretary’s Certificate, Board/partnership Resolution, Or Special Power Of Attorney, Whichever Is Applicable;)]; 3. [name Of Bidder] Is Not “blacklisted” Or Barred From Bidding By The Government Of The Philippines Or Any Of Its Agencies, Offices, Corporations, Or Local Government Units, Foreign Government/foreign Or International Financing Institution Whose Blacklisting Rules Have Been Recognized By The Government Procurement Policy Board, By Itself Or By Relation, Membership, Association, Affiliation, Or Controlling Interest With Another Blacklisted Person Or Entity As Defined And Provided For In The Uniform Guidelines On Blacklisting; 4. Each Of The Documents Submitted In Satisfaction Of The Bidding Requirements Is An Authentic Copy Of The Original, Complete, And All Statements And Information Provided Therein Are True And Correct; 5. [name Of Bidder] Is Authorizing The Head Of The Procuring Entity Or Its Duly Authorized Representative(s) To Verify All The Documents Submitted; 6. [select One, Delete The Rest:] [if A Sole Proprietorship:] The Owner Or Sole Proprietor Is Not Related To The Head Of The Procuring Entity, Members Of The Bids And Awards Committee (bac), The Technical Working Group, And The Bac Secretariat, The Head Of The Project Management Office Or The End-user Unit, And The Project Consultants By Consanguinity Or Affinity Up To The Third Civil Degree; [if A Partnership Or Cooperative:] None Of The Officers And Members Of [name Of Bidder] Is Related To The Head Of The Procuring Entity, Members Of The Bids And Awards Committee (bac), The Technical Working Group, And The Bac Secretariat, The Head Of The Project Management Office Or The End-user Unit, And The Project Consultants By Consanguinity Or Affinity Up To The Third Civil Degree; [if A Corporation Or Joint Venture:] None Of The Officers, Directors, And Controlling Stockholders Of [name Of Bidder] Is Related To The Head Of The Procuring Entity, Members Of The Bids And Awards Committee (bac), The Technical Working Group, And The Bac Secretariat, The Head Of The Project Management Office Or The End-user Unit, And The Project Consultants By Consanguinity Or Affinity Up To The Third Civil Degree; 7. [name Of Bidder] Complies With Existing Labor Laws And Standards; And 8. [name Of Bidder] Is Aware Of And Has Undertaken The Responsibilities As A Bidder In Compliance With The Philippine Bidding Documents, Which Includes: A. Carefully Examining All Of The Bidding Documents; B. Acknowledging All Conditions, Local Or Otherwise, Affecting The Implementation Of The Contract; C. Making An Estimate Of The Facilities Available And Needed For The Contract To Be Bid, If Any; And D. Inquiring Or Securing Supplemental/bid Bulletin(s) Issued For The Design And Build Of Bureau Of Corrections Supermaximum Prison Facility (2nd Phase). 9. [name Of Bidder] Did Not Give Or Pay Directly Or Indirectly, Any Commission, Amount, Fee, Or Any Form Of Consideration, Pecuniary Or Otherwise, To Any Person Or Official, Personnel Or Representative Of The Government In Relation To Any Procurement Project Or Activity. 10. In Case Advance Payment Was Made Or Given, Failure To Perform Or Deliver Any Of The Obligations And Undertakings In The Contract Shall Be Sufficient Grounds To Constitute Criminal Liability For Swindling (estafa) Or The Commission Of Fraud With Unfaithfulness Or Abuse Of Confidence Through Misappropriating Or Converting Any Payment Received By A Person Or Entity Under An Obligation Involving The Duty To Deliver Certain Goods Or Services, To The Prejudice Of The Public And The Government Of The Philippines Pursuant To Article 315 Of Act No. 3815 S. 1930, As Amended, Or The Revised Penal Code. In Witness Whereof, I Have Hereunto Set My Hand This __ Day Of ___, 2024 At ____________, Philippines. _____________________________________ Bidder’s Representative/authorized Signatory Affiant Subscribed And Sworn To Before Me This ___ Day Of [month] [year] At [place Of Execution], Philippines. Affiant/s Is/are Personally Known To Me And Was/were Identified By Me Through Competent Evidence Of Identity As Defined In The 2004 Rules On Notarial Practice (a.m. No. 02-8-13-sc). Affiant/s Exhibited To Me His/her [insert Type Of Government Identification Card Used], With His/her Photograph And Signature Appearing Thereon, With No. ____________ And Issued On ____________________ At _____________________. Witness My Hand And Seal This ___ Day Of [month] [year]. Name Of Notary Public Serial No. Of Commission _______________ Notary Public For _______ Until __________ Roll Of Attorneys No. __________________ Ptr No. ______ [date Issued], [place Issued] Ibp No. ______ [date Issued], [place Issued] Doc. No. _____ Page No. _____ Book No. _____ Series Of _____ Company Letterhead Certificate Of Net Financial Contracting Capacity Design And Build Of Bureau Of Corrections Supermaximum Prison Facility (2nd Phase) At Sablayan Prison And Penal Farm (sppf) (please Show Figures At How You Arrived At The Nfcc) This Is To Certify That Our Net Financial Contracting Capacity (nfcc) Is _____________________ (p____________) Which Is At Least Equal To The Total Ceiling Price We Are Bidding. The Amount Is Computed As Follows: (please Show Computation Of Nfcc) Nfcc = (ca-cl) (15) – C Where: Ca = Current Assets Cl = Current Liabilities C = Value Of All Outstanding Or Uncompleted Portions Of The Projects Under Going Contracts, Including Awarded Contracts Yet To Be Started Coinciding With The Contract For This Project Note: The Values Of The Bidder’s Current Assets And Current Liabilities Shall Be Based On The Audited Financial Statement Submitted To The Bir. Issued This _________________day Of ________________, 2024 _______________________________________________ Name & Signature Of Authorized Representative ____________________ Position _______________ Date Company Letterhead Bid Form Date: Ib No: To Bids And Awards Committee Bureau Of Corrections Nbp Reservation Muntinlupa City We, The Undersigned, Declare That: (a) We Have Examined And Have No Reservation To The Bidding Documents, Including Addenda, For The Contract Design And Build Of Bureau Of Corrections Supermaximum Prison Facility (2nd Phase) At Sablayan Prison And Penal Farm (sppf) (b) We Offer To Execute The Works For This Contract In Accordance With The Bid And Bid Data Sheet, General And Special Conditions Of Contract Accompanying This Bid; The Total Price Of Our Bid, Excluding Any Discounts Offered Below Is: ________________________________________₱_________________; The Discounts Offered And The Methodology For Their Application Are: [insert Information]; (c) Our Bid Shall Be Valid For A Period Of 120 Calendar Days From The Date Fixed For The Bid Submission Deadline In Accordance With The Bidding Documents, And It Shall Remain Binding Upon Us And May Be Accepted At Any Time Before The Expiration Of That Period; (d) If Our Bid Is Accepted, We Commit To Obtain A Performance Security In The Amount Of 30% Percent Of The Contract Price For The Due Performance Of The Contract; (e) Our Firm, Including Any Subcontractors Or Suppliers For Any Part Of The Contract, Have Nationalities From The Following Eligible Countries; (f) We Are Not Participating, As Bidders, In More Than One Bid In This Bidding Process, Other Than Alternative Offers In Accordance With The Bidding Documents; (g) Our Firm, Its Affiliates Or Subsidiaries, Including Any Subcontractors Or Suppliers For Any Part Of The Contract, Has Not Been Declared Ineligible By The Funding Source; (h) We Understand That This Bid, Together With Your Written Acceptance Thereof Included In Your Notification Of Award, Shall Constitute A Binding Contract Between Us, Until A Formal Contract Is Prepared And Executed; And (i) We Understand That You Are Not Bound To Accept The Lowest Calculated Bid Or Any Other Bid That You May Receive. (j) We Likewise Certify/confirm That The Undersigned, Is The Duly Authorized Representative Of The Bidder, And Granted Full Power And Authority To Do, Execute And Perform Any And All Acts Necessary To Participate, Submit The Bid, And To Sign And Execute The Ensuing Contract For The Design And Build Of Bureau Of Corrections Supermaximum Prison Facility (2nd Phase) Of The Bureau Of Corrections. (k) We Acknowledge That Failure To Sign Each And Every Page Of This Bid Form, Including The Bill Of Quantities, Shall Be A Ground For The Rejection Of Our Bid. Name: In The Capacity Of: Signed: Duly Authorized To Sign The Bid For And On Behalf Of: Date: ___________
Closing Date20 Jan 2025
Tender AmountPHP 300 Million (USD 5.1 Million)

YOU ARE THE CITY OF SKVOREC Tender

Corrigendum : Closing Date Modified
Czech Republic
Details: The subject of the Public Contract is Construction Work and Related Supplies and Services Consisting of the Implementation of a New Building of a Civic Facilities Facility Serving Preschool Education in the Township of Škvorec in the Central Bohemian Region, on Plot No. 50/25 A 1389 in K.ú. Škvorec, Including the Necessary Preparation of Areas, Paved Areas, Terrain Improvements, Realization of Overlays, Construction of Connections and Engineering Networks, Construction Works and Technological Objects and Other Construction Components, Using the Design & Build Method. Therefore, Projection Work is also the subject of Public Procurement. The architectural and structural solution is described in more detail in the Architectural Study entitled: "Škvorec Kindergarten", which is part of this Tender Documentation. Part of the construction is the execution of clean floor surfaces, tiling and paving, but not the delivery of interior equipment and outdoor garden equipment. Indoor equipment and outdoor equipment of the garden will be part of a separate procurement procedure. Part of the Subject of Fulfillment of the Public Contract Is In particular: 1. Project Documentation, which will include the following parts: A. Documentation for the Construction Permit in the Planning Permit Procedure, B. Documentation for the Implementation of the Construction, C. Documentation of the Actual Implementation of the Construction Incl. Geometrical Plan and Focus of the Actual Construction, D. Operational Documentation, E. Documentation for the Needs of the Cadastral Office. 2. Provision of Engineering Services; 3. Construction of the New Building of the Civic Facilities Facility Serving Preschool Education in the Town of Škvorec, i.e. Execution of construction works and technological objects in accordance with this procurement documentation. The Project Documentation Listed in Point 1. Above Must Be Prepared in Compliance with the New Construction Act No. 283/2021 Coll., Construction Act, As Amended and According to the Relevant Implementing Legal Regulations, in particular with Decree No. 131/2024 Coll., Decree On Construction Documentation and Decree 146/2024 Coll., On Construction Requirements. Part of the provision of engineering services in point 2. It includes Also Legalization of Existing Wells Located at the Place of Fulfillment of the Public Contract, If This Is Necessary, Including Securing Permits for Water Absorption. In order to process the next stages of the project documentation, it is necessary to ensure the processing of the following surveys and studies, which are also part of the scope of the Public Contract: A. Lighting and Sunlight Studies, B. Acoustic Studies, C. Detailed Engineering-Geological Survey, D. Detailed Hydrogeological Survey , E. Determination of Radon Index of Land, F. Pumping Test and Laboratory Assessment of Water Quality of Existing Well and Including Its Use for Irrigation and/or Toilet Flushing (Primarily Water Should be Used for Toilet Flushing), G. Thermal Technical Construction Solution and Certificate Energy Requirements of Buildings. The contracting authority also requires that part of the subject of the performance of the public contract also includes the management of rainwater, including the construction of an accumulation or retention tank for the further use of this water, e.g. For Irrigation. More detailed information is provided in other parts of the Public Procurement Terms and Conditions, which are an integral part of the Tender Documentation of this Public Procurement, i.e. In the Architectural Study With the Title: "Škvorec Kindergarten", the Protocol and Certificate of the Energy Performance of the Building Pursuant to Decree No. 264/2020 Coll. With the Name: "Škvorec Kindergarten", Specification of Standards With the Name: "Škvorec Kindergarten" and a Binding Sample Contract.
Closing Date16 Jan 2025
Tender AmountRefer Documents 

City Of Winnipeg Tender

Environmental Service
Canada
Details: Full Title: Professional Consulting Services For Environmental Site Assessment (esa), Decommissioning And Alternative Land Use Plan For Former Sludge Drying Beds D7. Scope Of Services D7.1 The Major Components Of The Work Identified In This Section Shall Form The Minimum Requirements And Anticipated High Level Sequence Of Work. The Proponent Is Encouraged To Review The Major Work Components And Provide Additional Information On How The Work Components Could Be Altered, Updated, Or Sequenced Appropriately As Part Of Their Proposal Submission. D7.2 Review All Applicable Information, Data, Surveys, Reports And Existing Drawings Related To The Project Including, But Not Limited To The Information Contained In This Rfp. D7.3 The Services Required Under This Contract Shall Consist The Following: (a)phase I: Complete An Environmental Site Assessment (esa)/existing Infrastructureassessment (referred To Below As ‘phase I Report’) Of The Sludge Drying Beds Site: (i)the Entirety Of This Phase Will Be Paid Out As A Fixed Price Item In Accordance Withsection B9. (ii) The Proponent Will Request And Review All Pertinent Background Reports, Operating Data, And Any Other Data The Consultant Feels Pertinent In The Background Evaluation. (iii) The Proponent Will Submit Any Specific Questions On The Sludge Drying Beds History/use To The City Project Manger To Forward On To Appropriate Staff During This Phase. (iv) The Majority Of The Work Within This Phase Is Tied To The Submission Of Phase I Report, Which Will Include The Following At Minimum: (i) The Esa Aspects Of This Report Can Be Aligned With The Requirements Of Csa-z768-01 (r2022) For Completion Of A Phase I Environmental Site Assessment, But Does Not Necessarily Need To Comply With All Requirements.  The Intention To Align With Csa-z768-01 (r2022) Is To Provide A Template For The Format For The Report Deliverables. (ii) The Esa Aspects Of This Phase May Also Be Aligned With The Requirements Of Manitoba Environment & Climate’s Guideline For Environmental Site Assessments In Manitoba. (iii) The Following Items Identified Within Csa-z768-01 (r2022) Are Specifically Clarified Related To This Work:  Interviews Can Occur Via Email Inquiries, Submitted To The City Project Manager As Stated In D7.1(a)(iii) Above. They Are Not Required To Be In-person Interviews.  Interviews With Staff Can Occur To Confirm The Status Of Specific Infrastructure Believed To Be Decommissioning Or Still In Operation. Interviews With Staff Can Also Gather Necessary Background On The Current Operational Issues/concerns In The Use Of Existing Infrastructure.  The Proponent Should Consider The Site Visit Requirements For The Purposes Of Reviewing The Entire Site Visually And Taking A Suitable Number Of Photographs To Demonstrate The Current Condition Of The Lands. This Will Be As Part Of Completing The Site Visit Component Of The Phase I Report.  As Part Of The Records Review Component Of The Study, Detailed Review Of Existing Municipal Servicing Drawings Should Be Completed. This Exercise Should Result In A Detailed Infrastructure Inventory Of All Existing Infrastructure Believed To Be Currently In Operation.  The Records Review Should Particularly Focus On Confirming The Extent Of Decommissioning Works Completed Through The 1990s As Part Of Decommissioning The Drying Cells, And Construction Of The Asphalt Drying Pad. (iv) The Following Requirements Will Augment The Typical Requirements Of A Phase I Esa In Accordance With Csa-z768-01 (r2022), In Order To Document The Existing Infrastructure:  Cursory Statements As To The Expected Condition Of The Existing Infrastructure Is Also Be Contained In The Report. Expected Condition Is To Be Assessed Based On The Records Review, Interviews With Staff, And Basic Information Gathered From The Site Visit.  All Infrastructure No Longer In Operation, But Unknown If Fully Decommissioned To Be Documented In This Report Within The Infrastructure Inventory.  All Infrastructure No Longer In Operation, But Known To Be Decommissioned Based On Past Project Work To Be Documented In This Report Within The Infrastructure Inventory.  All Infrastructure Supporting The Current Site Operation, Including The Decant Pump Station And The 5.5 Km Forcemain Extents (3.2km Length Prior To Tying Into The Local Wws System, And The Remaining 2.3km Segment Disconnected But Not Removed) Is To Be Included Within The Infrastructure Inventory Under Consideration. (b) Phase Ii: Complete Sampling/infrastructure Assessment Plan (i) The Entirety Of This Phase Will Be Paid Out As A Fixed Price Item In Accordance With Section B9. (ii) This Plan Is Expected To Be Drafted As A Brief Work Proposal Detailing The Extent Of Sampling And Sampling Finding Reporting, Along With Condition Assessments Or Other Site Inspections Believed To Be Beneficial Is To Be Submitted To The City Project Manager For Approval To Use The Additional Work Allowance To Fund. (iii) This Work Can Occur Concurrently With The Development Of The Phase I Report. It Is Assumed It Will Not Begin Until A Suitable Point Within The Phase I Report Development, However It Is Not Required For The Phase I Report To Be Finalized Before This Work Can Be Initiated. (i) It Should Not Be Initiated Until The Consultant Has A Fundamental Understanding The Site, Its Infrastructure Components, Land Use History, And Risks From The Desktop Assessments Associated With The Phase Report Submission. (ii) It Is Recommended The Proponent Notify The City Project Manager When They Intend To Begin Work In This Phase Within The Proposal, Should It Be Desired To Occur Concurrently With The Phase I Report Submission. (iv) The Sampling Plan Component Of This Proposal Can Be Drafted In Accordance With Csa-z769-00 (r2023) Acting As A Template. This Will Establish All Intrusive Investigations Proposed To Determine Soil And Ground Water Conditions With The Objective Of Determining The Extent Of Impacts, In Any, To Allow For The Preparation Of Remediation Options In Accordance With Phase Iv Of The Work. (v) The Extent Of Samples Completed, Along With The Overall Number Of Samples Proposed To Be Collected And Tested, Is To Be Based On The Specific Environmental Risks Identified In The Esa, Along With The Budget Available With The Additional Work Allowance. (vi) Sampling Shall Be Completed Against Appropriate Environmental Quality Guidelines Or Regulatory Requirements, As Applicable And In The Professional Judgement Of The Proponent. (i) For Example, Soil Samples Are To Be Compared Against The Ccme Soil Quality Guidelines For The Protection Of Environmental And Human Health. (ii) Specific Environmental Quality Guidelines/requirements Assumed To Be Applied Samples Collected Shall Be Documented Within The Sample Plan Of This Proposal. (vii) The Infrastructure Assessment Component Should Present A Sequence Of Tasks To Review/confirm The Condition Of Existing Infrastructure Identified In The Infrastructure Inventory. (viii) The Infrastructure Assessment Component Should Also Present Any Tasks Required To Confirm Existence Or Existing Infrastructure, Or Status Of Decommissioning Of Existing Infrastructure As Required. (ix) The Scope Of Condition Assessment Tasks Is To Be Determined By The Consultant Based On The Risks/condition Of Specific Infrastructure, The Extent Of Existing Infrastructure To Be Assessed, Along With The Budget Available Within The Additional Work Allowance. (x) The Sampling/infrastructure Assessment Plan Shall Include An Updated Safe Work Plan The Consultant Specific For The Site Sample And Infrastructure Assessment Work. (xi) The Estimated Costs For The Tasks Expected In The Sampling/condition Assessment Plan Is To Be Submitted Within The Plan, Utilizing Form P: Person Hours Utilizing Key Personnel Hourly Estimates, Along With Subconsultant Prices. (c) Phase Iii: Complete Soil Testing, Groundwater Monitoring, Or Laboratory Testing Of Samples Collected To Confirm Specific Sources Of Contamination, If Required. Site Investigations To Further Assess The Condition Of Existing Infrastructure On Site, Or To Assess The Status Infrastructure Believed To Be Decommissioned, Are Also To Be Completed In This Phase. (i) The Entirety Of This Phase Will Be Approved Utilizing Funds From The Additional Work Allowance. (ii) The Sampling/infrastructure Assessment Plan Is Expected To Be Complete Before This Phase Can Begin, As This Deliverable Will Form The Proposal For Approval To Utilize The Additional Work Allowance. Under Extenuating Circumstances Such As Seasonal Impacts On Site Investigation Activities, Portions Of This Phase May Be Initiated Or Completed Prior To The Completion Of The Sampling/infrastructure Plan. (iii) The Initiation Of This Work However Can Occur Concurrently With The Remaining Tasks Related To The Development Of The Phase I Report, Under The Condition Where The Sampling/infrastructure Assessment Plan Is Approved Prior To The Completion Of The Phase I Report. (iv) It Is Recommended The Proponent Notify The City Project Manager When They Intend To Begin This Phase Within The Proposal, Should It Be Desired To Occur Concurrently With The Phase I Report Submission. (v) The Conclusion Of This Phase Will Be The Submission Of A Technical Memorandum Which Will Include The Following At Minimum: (i) Summarize/update The Extent Of Site Sampling And Testing Completed, In Comparison To The Extent Of Work Identified In The Sampling/infrastructure Assessment Plan. (ii) Summarize/update The Extent Of Infrastructure Assessments Completed, In Comparison To The Extent Of Work Identified In The Sampling/infrastructure Assessment Plan. (iii) Identify The Results From The Site Sampling And/or Testing, Along With Results From Any On Site Inspections Or Condition Assessments. (iv) Provide An Assessment Of Findings From These Results, In Terms Of Environmental Risk Previously Assumed, Infrastructure Risks Previously Assumed, Etc. (v) Include The Sampling/infrastructure Assessment Plan As An Appendix To This Technical Memorandum. (d) Phase Iv: Complete A Decommissioning And Land Use Plan (i) The Entirety Of This Phase Will Be Paid Out As A Fixed Price Item In Accordance With Section B9. (ii) The Goal Of This Phase Of Work Will Be To Complete All Remaining Engagement With The City Project Team, And Correlate The Data Captured In The Phase I Report And Site Testing Technical Memorandum In Order To Develop The Final Decommissioning And Land Use Plan Document. (iii) A Dedicated Meeting With The Proponent’s Project Team And The City Working Group Members In Attendance Will Be Coordinated Following The Submission Of The First Draft Of This Deliverable. (iv) An Interim Submission Of The Proposed Alternative Land Use Concepts Is To Be Submitted To The City Working Group Prior To The Decommissioning And Land Use Plan First Draft. (i) This Interim Submission Will Then Be Reviewed And Discussed With Appropriate External Stakeholders As Required. (ii) Modifications To The Land Use Concepts May Also Be Proposed By City Staff To Incorporate In The Final Report. (iii) The Content Of This Interim Submission Can Be Directly Incorporated Into The Content Of Decommissioning And Land Use Plan Document. (v) The Decommissioning And Land Use Plan Document Will Include The Following At Minimum: (i) Identify All Additional Site Testing, Infrastructure Inspection, Etc. Believed To Be Necessary In The Future To Verify The Environmental Risks, Asset Condition Risks, Etc. (ii) Document All Remediation Options To Address The Assumed Environmental Risks Identified From The Esa And Site Sampling Work. (iii) Include Recommendations Of Remediation Options Based On The Professional Judgement Of The Proponent, Risk Management Approach, Cost-benefit Analysis, Or Any Other Feedback From City Staff. Specifically Identify Remediation Measures, If Any, To Improve The Surface Runoff Water Quality Such That It Can Be Classified As Stormwater Runoff In The Future. (iv) Document Additional Remediation Measures Required To Accommodate Specific Land Uses, As Required. (v) In Specific Remediation Strategies Are Not Feasible, Then This Should Be Stated. (vi) If The Runoff Can Be Classified As Stormwater And No Longer Needs To Be Conveyed To The Newpcc, A Recommended Land Drainage Servicing Plan To Tie Into The Local Stormwater Collection System Shall Be Included In The Document. (vii) Remediation Options Should Address Primarily On-site Remediation Requirements, With The Exception Of Any Environment Remediation Measures Required For The Existing Forcemain Network Servicing The Sludge Drying Beds. (viii) Develop Conceptual Engineering Assessments Of Work(s) Necessary For Decommissioning/abandoning Existing Infrastructure To Support Alternative Land Uses And/or Existing Land Use.  All Infrastructure Supporting The Current Site Operation, Including The Decant Pump Station And The 5.5 Km Forcemain Extents (3.2km Length Prior To Tying Into The Local Wws System, And The Remaining 2.3km Segment Disconnected But Not Removed) Is To Be Included Within The Decommissioning Works Under Consideration. (ix) Specifically Develop Decommissioning Plans Under The Assumption That All Necessary Remediation Measures Are Completed Such That The Surface Water Quality Can Be Classified As Stormwater. (x) Develop Conceptual Engineering Assessments Of New Municipal Infrastructure Required To Support Alternative Land Uses And/or Existing Land Use. (xi) Consider New Municipal Infrastructure Needs With Respect To The Potential Expansion Of The North Perimeter Highway, And Based On The Latest Information Available Related To This Expansion. See D4.6. (xii) Conduct Any Additional Internal Engagement With Stakeholders Within The City Of Winnipeg Real Estate And Land Development Division, The Wastewater Division, And/or Winnipeg Police Service As Part Of The Development Of The Alternative Land Use Options.  Include An Allowance For One (1) Meeting At Minimum With Internal Stakeholders To Raise Alternative Land Use Options And Reach Consensus On Alternative Land Use Options To Be Considered. See D9.5. (xiii) Complete Alternative Land Use Assessments Based On City Needs For The Space, And Plausible Alternative Land Uses For The Site In The Future. (xiv) Provide An Assessment Of Additional Remediation/decommissioning Requirements To Align With The Current Land Use. (xv) Develop A Aace Class 5 Capital Cost Estimates For Remaining Site Testing Recommended In Accordance With D7.1(d)(iv)(i), Along With The Recommended Site Remediation, Decommissioning, And New Infrastructure Installation Works.  Where New Infrastructure Costs, Remediation Option Costs, Or Decommissioning Option Costs Vary Significantly Depending On Alternative Land Uses Identified Above, Include Capital Cost Scenarios Based On Each Land Use/decommissioning Option. Capital Cost Scenarios To Remain At A Class 5 Level Of Definition.  Clearly Identify All New Infrastructure Costs, Remediation Costs, Or Decommissioning Costs Which Will Be Required Regardless Of Land Use Option, At A Class 5 Level Of Definition.  Utilize The Basis Of Estimate (boe), Class Of Estimate (coe) As Part Of Submission Of This Capital Cost Estimate. See D10.7 (xvi) Compare Alternative Land Use Options, Decommissioning Approaches, Etc And Summarize Pros And Cons Of Each.  Utilize The Net Present Value (npv) City Of Winnipeg Investment Planning Templates To Illustrate The Comparison Of Alternative Land Use Options, Specifically In Terms Of Costs And Benefit Impacts To The City Of Winnipeg. See D10.7 (xvii)include Deliverables Associated With D7.1(a) And D7.1(c) As Appendices To Thedocument. The Decommissioning And Alternative Land Uses Report Is Intendedto Be The Final Summary Deliverable Prepared By The Proponent. D7.3.1 Notwithstanding The Foregoing, The Consultant Is Being Engaged By The City For Its Professional Expertise; The Consultant Shall Bring To The City’s Project Manager’s Attention Any Aspect Of The City’s Standards, Manuals, Guidelines Or Templates Which The Consultant Is Of The Opinion Is Not Consistent With Good Industry Practice. D7.4 The Funds Available For This Contract Are $375,000.00. (a)within This Funds Total: (i)$50,000 Is Allocated Towards The Additional Work Allowance
Closing Date10 Jan 2025
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DEPT OF THE ARMY USA Tender

Civil And Construction...+1Civil Works Others
Corrigendum : Closing Date Modified
United States
Details: 1. Contract Information: This Contract Is Being Procured In Accordance With The Brooks A-e Act As Implemented In Far Subpart 36.6. Firms Will Be Selected For Negotiation Based On Demonstrated Competence And Qualifications For The Required Work. See Numbered Note 24 For General Information On The A-e Selection Process. A-e Services Are Required For Site Investigation, Concept Design, Final Design (option), And Construction Phase Services (option) For The Subject Project. North American Industrial Classification System Code Is 541330, Which Has A Size Standard Of $25,500,000 In Average Annual Receipts. This Announcement Is Open To All Businesses Regardless Of Size. Far Clause “52.219-4 Notice Of Price Evaluation Preference For Hubzone Small Business Concerns” Will Be Included In The Solicitation. A Firm-fixed-price Contract Will Be Negotiated. The Contract Is Anticipated To Be Awarded In Sep 2025 And Design Completed By Oct 2028. A-e Contract Price Is Estimated To Be More Than $10,000,000. If A Large Business Is Selected For This Contract, It Must Comply With Far 52.219 -9 “small Business Subcontracting Plan” Regarding The Requirement For A Subcontracting Plan On That Part Of The Work It Intends To Subcontract. This Action Will Be Subject To Far Clause 52.219-14 “limitations Of Subcontracting.” For The Purposes Of This Solicitation, This Acquisition Is To Be Considered A Service And As Such, The Government Will Not Pay More Than 50% Of The Amount Paid By The Government For Contract Performance To Subcontractors That Are Not Similarly Situated Entities. Any Work That A Similarly Situated Entity Further Subcontracts Will Count Towards The Prime Contractor's 50% Subcontract Amount That Cannot Be Exceeded. When A Contract Includes Both Services And Supplies, The 50% Limitation Shall Apply Only To The Service Portion Of The Contract; The Subcontracting Goals For The New York District Which Will Be Considered In The Negotiation Of This Contract Are: (1) At Least 25%, But No More Than 49% Of A Contractor's Intended Subcontract Amount Be Placed With Small Businesses (sb); (2) At Least 5 % Of A Contractor's Intended Subcontract Amount Be Placed With Small Disadvantaged Businesses (sdb); (3) At Least 3% Of A Contractor's Intended Subcontract Amount Be Placed With Women-owned Sb (wosb); (4) At Least 3% Of A Contractor's Intended Subcontract Amount Be Placed With Service-disabled Veteran-owned Sb; (5) At Least 3% Of A Contractor's Intended Subcontract Amount Be Placed With Veteran-owned Sb; And (6) At Least 3% Of A Contractor's Intended Subcontract Amount Be Placed With Hubzone Sb. The Plan Is Not Required With This Submittal, But Will Be Required With The Fee Proposal Of The Firm Selected For Negotiations. To Be Eligible For Contract Award, A Firm Must Register For An Unique Entity Id, A 12-character Alphanumeric Id Assigned To An Entity By Sam.gov. New Entities Can Get Their Unique Entity Id At Sam.gov And Complete An Entity Registration. 2. Project Information: Replace, By Deconstruction And Reconstruction, A Multi-story General Instruction Building. Rehabilitate The Original Features Of The Building Constructed In 1911 Which Have Survived. The Primary Facility Will Provide Spaces For General Instruction Classrooms, Lecture Halls And Collaboration Space, Administrative Space With Private And Open Offices, An Auditorium, Lab Space, Conference Rooms, Reception Areas, A Library And Mock Courtroom, An Arms Vault, Showers And Bathrooms, Lactation Rooms, Copy Rooms, Staff Break Rooms, Departmental Storage, Vending Areas And A Cafe, As Well As Freight And Passenger Elevators. Cybersecurity Measures, Electronic Security Systems (pacs & Ids) Installation, Energy Measurement And Control System (emcs) Connection, Building Information Systems, And Fire Alarm And Protection Systems Will Be Included. Supporting Facilities Include Utility Connections (water, Sanitary Sewer, Electrical), Storm Drainage, Walks, Curbs And Gutters, Landscaping, And Site Improvements. Heating Will Be Provided By District Heat, And Air Conditioning Will Be Provided By A Steam Powered Absorptive Chiller System. Comprehensive Building And Furnishings Related Interior Design Services Are Required. This Project Will Be Designed For Accessibility And Usability By Individuals With Disabilities. Utility Connections Are Required To Privatized Electric Distribution, Water, And Wastewater Systems. The Army Intends To Have The Respective Utilities Privatization System Owners, American Water And City Light & Power Make And Own The Necessary Connections Up To The Facility Service Disconnect Or Other Defined Point Of Demarcation. Facilities Will Be Designed To A Minimum Life Of 40 Years In Accordance With Dod's Unified Facilities Criteria (ufc 1-200-02) Including Energy Efficiencies, Building Envelope And Integrated Building Systems Performance. Demolish The Portion Of The Building Constructed In 1955 (321,012 Total Sf). U.s. Military Academy (usma) Has A Substantial Deficit Of -412,799 Square Feet In General Instructional Space, And This Project Will Address A Portion Of That Deficit By Constructing A New Addition. The New Addition, Exterior Alterations, And Related New Construction Will Not Destroy Historic 1911 Materials, Features, And Spatial Relationships That Characterize The Property. The New Work Will Be Differentiated From The Old And Will Be Compatible With The Historic Materials, Features, Size, Scale And Proportion, And Massing To Protect The Integrity Of The Property And Its Environment. The New Addition And Adjacent Or Related New Construction Will Be Undertaken In Such A Manner That, If Removed In The Future, The Essential Form And Integrity Of The Historic 1911 Property And Its Environment Would Be Unimpaired. Moreover, This Project Will Consolidate Key Programs In One Facility. By Upgrading And Consolidating Key Programs Into A Central Location Within The Main Campus, The Academy Aims To Foster A More Cohesive Academic Environment While Addressing Its Instructional Space Deficit. The Centralization Of Programs Will Reduce The Physical Fragmentation Of Departments And Encourage More Cross-disciplinary Collaboration. This Approach Aligns With Modern Educational Trends, Where Academic Institutions Are Moving Towards Flexible, Multi-purpose Spaces That Encourage Interaction And Innovation. Bringing Key Programs Together In Adequately Sized Spaces Will Not Only Optimize The Use Of Space But Also Create An Atmosphere Where Students And Faculty From Different Disciplines Can Engage In Meaningful Collaboration, Enhancing The Learning Experience. This Project Is Required To Update The Flagship Schoolhouse, Thayer Hall, As Part Of The Academic Building Upgrade Program (abup), Which Was Conceived To Address Critical Gaps In Instructional Space And Ensure That Academic Buildings Meet Both The Current And Future Needs Of The Usma's Academic Departments. Thayer Hall Will Support A Student Load Of 2,880 Students. The Project's Primary Goal Is To Reduce The Instructional Space Deficit. By Upgrading The Instructional Facilities, The Academy Seeks To Align Itself With Contemporary Educational Standards, Which Prioritize Collaborative Learning, Cross-disciplinary Interaction, And Active Engagement Between Students And Faculty. The Contract Will Require Accomplishment Of Site Investigation Work. The Contract Will Require Preparation Of Parametric Design Considered To Be 5 – 15 Percent Of The Total Design Effort. The Contract Will Require Preparation Of Concept Design Considered To Be 35 Percent Of The Total Design Effort. As An Option, The Contract Will Require Preparation Of 60%, 90%, And Final 100% Designs. As An Option, The Contract Will Require Delivery Of Construction Phase Ae Services. The Estimated Construction Cost Of This Project Is Over $500,000,000. Cost Estimates Must Be Prepared Using The Corps Of Engineers Micro Computer Aided Cost Estimating System (mcaces) – Second Generation (mii). The Contractor Shall Be Responsible For Accomplishing Designs And Preparing Drawings Using Advanced Modeling And Delivering The Three-dimensional Drawings In Autodesk Revit And Autodesk Civil 3d Software. The Government Will Only Accept The Final Product For Full Operation, Without Conversion Or Reformatting, In The Target Advanced Modeling Software Format, And On The Target Platform Specified Herein. Drawings Shall Be Compliant With The Current A/e/c Cad Standard Available From The Cad/bim Technology Center, Engineer Research And Development Center. 3. Selection Criteria: The Selection Criteria For This Particular Project Are Listed Below In Descending Order Of Importance (first By Major Criterion And Then By Each Sub- Criterion). Criteria A-e Are Primary. Criteria F-g Are Secondary And Will Only Be Used As "tie-breakers" Among Firms That Are Essentially Technically Equal. a. Submit No More Than Ten Projects Which Demonstrate Specialized Experience And Technical Competence In Design Of Facilities Similar To The Project Described Herein. Submitted Projects Should Have A Construction Cost Of At Least $100,000,000. Submitted Projects Should Have A Construction Completion Date No Earlier Than January 2015. On All Example Projects, The Government May Consider The Following Strengths For Evaluation Purposes: (1) Design Of Facility Renovations For Older/historic Institutions Of Higher Learning. (2) Application Of The Secretary Of The Interior’s Standards For The Treatment Of Historic Properties And Compliance With Section 106 Of The National Historic Preservation Act. (3) Sustainable Design Using An Integrated Design Approach And Emphasizing Environmental Stewardship, With Experience In Energy And Water Conservation And Efficiency; Use Of Recovered And Recycled Materials; Waste Reduction; Reduction Or Elimination Of Toxic And Harmful Substances In Facilities Construction And Operation; Efficiency In Resource And Materials Utilization; Development Of Healthy, Safe, And Productive Work Environments; And Employing The Leed Evaluation And Certification Methods. (4) Conducting Whole Building Life Cycle Cost Analysis (wb Lcca) Considering The Cradle-to-grave Costs Associated With Upfront Construction, Lifetime Building Sustainment, Maintenance, Operations (including Energy And Water Use), And Building Disposal, To Target The Most Cost-effective Design To Achieve Modeled Building Energy Consumption Reduction By A Minimum Of 30% Below The Ashrae 90.1 Baseline Specified In 10 Cfr 433 Without The Use Of Fossil Fuel Combustion Systems, With The Goal Being To Select The Optimal Combination Of Interdependent Building Systems (e.g. Envelope, Hvac, Hot Water, Lighting, Wall And Floor Thermal Mass Capacity, Etc). (5) Design Of Resilient Buildings, I.e. A Building That (i) Maximizes The Ability Of The Owner/operator To Withstand And Recover From A Potentially Disruptive Event That May Adversely Affect Mission Assurance And Mission-essential Functions, Including Extreme Weather (as Defined By 10 U.s.c. 101(a)(20)) Or A Disruption To Energy Or Water Supplies; (ii) Has Minimal Energy And Water Demand; (iii) Has An Indoor Environment Optimized To Promote Human Safety, Physical And Psychological Health, And Productivity; And (iv) Integrates Carbon-free Energy Generation And Storage. (6) Design Of Building Stabilization And Structural Shoring And Bracing Systems. (7) Experience Of The Prime Firm And Significant Subconsultants, Particularly The Cost Engineering Firm, The Geotechnical Drilling Firm, And The Asbestos/lead/pcb/hazmat Consulting Firm, In Working Together. b. Qualified Professional Personnel In The Following Key Disciplines: Aabc Certified Commissioning Authority (cxa), Accredited Learning Environment Planner (alep), Architecture, Asbestos/lead/pcb/hazmat Consulting, Certified Value Specialist, Civil Engineering, Clc Or Cld Certified Lighting Consulting, Comptia Certified Cybersecurity Consulting, Construction Project Scheduler Experienced With Primavera P6, Cost Engineering, Cts Certified Audio/visual Consulting, Electrical Engineering, Electronic Security Engineering, Fire Protection Engineering, Geotechnical Engineering, Historic Preservation Architecture, Ince Certified Acoustical Consulting, Land Surveying, Landscape Architecture, Leed Accredited Professional, Mechanical Engineering, Ncidq Or State Licensed Interior Design, Project Management, Structural Engineering, Telecommunications Engineering, And Vertical Transportation Engineering. The Lead Architect Or Engineer In Each Discipline Must Be Registered To Practice In The Appropriate Professional Field. The Civil Engineer, Asbestos/lead/pcb/hazmat Consultant And Land Surveyor Must Be Registered To Practice In New York. The Evaluation Will Consider Education, Certifications, Training, Registration, Overall And Relevant Experience, And Longevity With The Firm. c. Past Performance On Dod And Institution Of Higher Learning Contracts With Respect To Cost Control, Quality Of Work, And Compliance With Performance Schedules, As Determined From Cpars And Other Sources. d. Capacity To Submit The Draft Parametric Design Report (pdr) (10% Complete) By January Or February 2026, To Submit The Corrected Pdr (15% Complete) By April 2026, To Submit The Draft Concept Design (30% Complete) By June Or July 2026, To Submit The Corrected Concept Design (35% Complete) By September 2026, To Submit The 35% Certification Package (consisting Of Final Eng 3086, Designated Construction Agent Assessment Eng 6196, And Cost Schedule Risk Analysis Documentation) By November 2026 And Complete The Final Design (option) By October 2028. Schedule Is Critical For The Project. The Evaluation Will Consider The Experience Of The Firm And Any Consultants In Similar Size Projects, And The Availability Of An Adequate Number Of Personnel In Key Disciplines. e. Knowledge Of Design Of Foundations Bearing On Granite Or Gneiss Bedrock, Design Of Building Systems For Marine, Mixed-humid, And Cold Climate Zones, Rehabilitation Of Historic Stone Masonry, Design Complying With The Department Of Defense (dod) Unified Facilities Criteria, Design Complying With The Department Of The Army Policy Guidance On Resilient Buildings, Or Design Subject To Review By The New York State Historic Preservation Officer Or The New York State Department Of Environmental Conservation. f. Extent Of Participation Of Sb (including Wosb), Sdb, Historically Black Colleges And Universities, And Minority Institutions In The Proposed Contract Team, Measured As A Percentage Of The Total Estimated Effort. g. Volume Of Dod A-e Contract Awards In The Last 12 Months, With The Objective Of Effecting An Equitable Distribution Of Dod A-e Contracts Among Qualified Firms, Including Sb And Sdb. 4. Submission Requirements: Interested Firms Having The Capabilities To Perform This Work Must Submit Sf 330 Part I And Sf 330 Part Ii For The Prime Firm And All Consultants, To Jordan.k.moran@usace.army.mil Not Later Than 11:59 Pm Est On The Response Date Indicated Above. The Sf 330 Part I Shall Not Exceed 100 Pages (pdf Formatted To 8.5” X 11” Page Size), Including No More Than 50 Pages For Section E. Use No Smaller Than 12 Font Type. The Firm Is Encouraged, But Not Required, To Include Their Sam.gov-assigned Unique Entity Id Number In Sf 330, Part I, Section H. In Section H Describe The Firm's Overall Design Quality Management Plan (dqmp). A Project-specific Design Quality Control Plan Must Be Prepared And Approved By The Government As A Condition Of Contract Award But Is Not Required With This Submission. In Section H Also Indicate The Estimated Percentage Involvement Of Each Firm On The Proposed Team. The Most Highly Qualified Firms Will Be Interviewed. Neither Facsimile Nor Paper Hardcopy Transmissions Will Be Accepted. Solicitation Packages Are Not Provided, And No Additional Project Information Will Be Given To Firms During The Announcement Period. This Is Not A Request For Proposal. The Government Intends To Notify Interested Firms Of The Selection Or Non-selection Decision By March 2025. point Of Contact: Jordan Moran, (917) 908-8121 email Your Questions To Us Army Corps Of Engineers New York District At Jordan.k.moran@usace.army.mil
Closing Date21 Jan 2025
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