Survey Tenders

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.

Details: The following services should be included in the offer. The price and the prospective contractor must be named: A) For the design survey, a flat rate must be specified which includes the effort O for coordinating the task and O for carrying out the tendering process with at least three companies. The district administration will place the order separately. B) For the subsoil investigation, including sampling and analysis of the removal materials, as well as the development of the disposal concept, a flat rate must be specified which includes the effort O for coordinating the task and O for carrying out the tendering process with at least three companies. The district administration will place the order separately. C) For the investigation, assessment of the drainage situation and the proposal of a feasible solution, D) For the on-site construction monitoring as a VH rate, (entire range of services of the special services of Lph 8.) E) For the coordination of all ancillary construction services during the entire project implementation, the effort for the use of 10 hours for an engineer and 10 hours for a technician must be stated, F) For any services that may be required from the bidder's point of view. The hourly rates for the project manager, the engineers and the technical staff must also be specified. The contract is awarded in stages. First, service phases 1 to 3 Hoai, as well as ancillary services A, B, C and E are commissioned. The client reserves the option of further commissioning service phases 4 to 9 and the other ancillary services in stages as the project continues. More detailed information is included in the "appendix to the draft contract".

Details: Description Republic Of The Philippines Department Of Justice Bureau Of Corrections Muntinlupa City Philippine Bidding Documents Design And Build Of One (1) Unit 2-storey Dormitory At Curuan, Zamboanga (procurement/contract No. 08) Sixth Edition July 2020 Bids And Awards Committee 2024 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 55 Section Viii. Bill Of Quantities 56 Section Ix. Checklist Of Technical And Financial Documents 57 Section I. Invitation To Bid Republic Of The Philippines Department Of Justice Bureau Of Corrections Muntinlupa City Invitation To Bid Design And Build Of One (1) Unit 2-storey Dormitory At Curuan, Zamboanga 1. The Bureau Of Corrections, Through The National Expenditure Program (nep) Of 2025 Capital Outlay, Intends To Apply The Sum Of One Hundred Eighty Million Pesos Only (₱180,000,000.00) Being The Approved Budget For The Contract (abc) To Payments Under The Contract For The Design And Build Of One (1) Unit 2-storey Dormitory At Curuan, Zamboanga With Identification Number Epa-008. 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 2-storey Dormitory At Curuan, Zamboanga, 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 07 December 2024 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 16 December 2024 (1:30pm) 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 30 December 2024 (1:29 Pm). 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 30 December 2024 (1:30 Pm) 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: 07 December 2024 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 One (1) Unit 2-storey Dormitory At Curuan, Zamboanga, 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 One (1) Unit 2-storey Dormitory At Curuan, Zamboanga 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 One Hundred Eighty Million Pesos Only (₱180,000,000.00). 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 One (1) Unit 2-storey Dormitory At Curuan, Zamboanga Barangay Curuan, Zamboanga, Zamboanga Del Sur Philippines 1. Project Information 1.1 Project Description The Design And Build Of One (1) Unit1 2-storey Dormitory At Srppf Project Represents An Essential Addition To The Existing Infrastructure, Aimed At Addressing The Pressing Need To Decongest The Bucor Prison Facilities. This Additional Facility Is Strategically Designed To Cater To The Ongoing Decongestion Program, Which Is Crucial For Ensuring The Effectiveness And Efficiency Of The National Correctional System. By Providing Additional Capacity And Resources, This Project Will Play A Vital Role In Alleviating Overcrowding And Improving Living Conditions For Inmates. This Initiative Underscores Our Commitment To Proactive Measures That Enhance Rehabilitation Efforts And Promote The Successful Reintegration Of Individuals Into Society. This Project Marks A Crucial Milestone In The Ongoing Efforts To Improve The Correctional System And Support The Rehabilitation Of Inmates. With A Focus On Security, Efficiency, And Sustainability, This Project Aims To Set A New Standard For Correctional Facilities In The Region, Prioritizing The Safety And Well-being Of Both Staff And Inmates. This Project Aims To Be Completed Within A Year, Aligning With Our Objectives For Enhancing The Correctional Infrastructure. This Timeline Underscores Our Commitment To Delivering Timely Solutions That Address The Urgent Needs Of The Correctional System And Contribute To Its Overall Improvement. 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 The Directorate For Engineering Services 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 Bucor Shall Not Assume Any Responsibility Regarding Erroneous Interpretations Out Of Any Data Presented By The Contractor. The Design And Build Of One (1) Unit 2-storey Dormitory At Zamboanga 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 Bucor - Nhq Directorate For Engineering Services. 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 Two (2) Storey Type B Dormitory(22x79) With 350 Pdl Capacity; Ii. 1x2x2m Double Decker Bunkbeds ( For 350 Pdl Capacity); Iii. Fire Protection System (fire & Jockey Pump), Fire Detection Alarm System And Fire Suppression; Iv. Electrical System: Three-phase Power Line Supply (designed To Supply The Entire Compound Including The Future Developments). Connected From Electrical Local Utility To Compound (project Site); V. 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 Entire Compound Including The Future Developments), And To Include Capacitor Bank, If Necessary; Vi. Sanitary And Plumbing Systems: Sewerage And Drainage System (from Point Of Source To Project Site) Vii. Water Supply System: Sufficient Pressure To Provide Potable Water: Cistern Tank, Pumps, And Overhead Water Tank (from Point Of Source To Project Site); Viii. Site Development (grading And Earthworks, Pathways And Drainage System); Ix. Secondary Perimeter Fence With 300w Integrated Solar Light Every 3 Bays And (to Include Post Towers And Gates); X. Admin/security Office To Cover At Least 68.2sqm In Standard Finish; Xi. Cctv Systems (between Fences Enough To Monitor The Whole Compound And Dormitory Hallway); Xii. One (1) Unit Main Security Gate Xiii. Double Layer Perimeter Fence: Concertina/barb Wire Steel Matting Fence Covering More Or Less 391 Ln.m. 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 Srppf On Behalf Of The Bucor Pdd • Srppf-es To Impose To Contractor Testing Of All Items After Installation And/or Application. Es To Send Pdd Copy Of The Test Report/s. • Srppf-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, Srppf-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- Nhq 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: • Srppf 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 Srppf Es Will Be Reviewed And Approved By Nhq - Pdd 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. 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 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. 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 Jockey 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 Three-phase Power Line Supply (designed To Supply The Entire Compound Including The Future Developments). Connected From Electric Local Utility To Security Compound (project Site) D. The Prospective Bidder Shall Prepare A Design For Backup Power Supply System With Capacity Not Less Than The Total Computed Mva Load, Without Demand Factor. (designed To Supply The Entire Compound Including The Future Developments). 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 Bucor. 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. 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. 5. 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. 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 Unit One (1) Unit Two (2) Storey Type B Dormitory(22x79) With 350 Pdl Capacity With Standard Livable Area Of 4.7sqm Per Pdl And A Maximum Capacity Of 10 Psdl Per Cell- Ra 10575. 1 Lot Fire Protection System (fire & Jockey Pump, Pump House), Fire Detection Alarm System And Fire Suppression Equipment To Dormitory In Accordance To Governing Laws And Regulations Requirements 1 Lot Sanitary And Plumbing Systems: Sewerage And Drainage System (from Point Of Source To Project Site) 1 Unit Main Security Gate 1 Lot Site Development. Includes Not Limited To The Following: Stormwater Management: Implementing Systems To Manage Stormwater Runoff, Which Include Underground Drainage Systems. ( Planning, Designing And Installing Pipes, Channels, Culverts, Ditches, And Other Structures That Collect, Convey, And Discharge Storm Water Runoff). Drainage Outfall To Connect To Existing Nearest Drainage Line. Shall Conform To Existing Rules And Regulations Of The Lgu. Grading And Earthwork: Leveling The Ground And Shaping It To The Required Specifications For The Construction Project. This May Involve Excavation, Filling And Compacting Soil. 180 Units 1x2x2m Double Decker Bed Bunks With 350 Psdl Capacity (design And Specification Of Bunk Beds For Review Of Planning And Design Division-pdd) 1 Lot Water Supply System. Includes The Ff: Water Source, Storages, And Distribution Line. Sufficient Pressure To Provide Supply Outpost Plumbing Fixtures, Cistern Tank, Pumps, And Overhead Water Tank (from Point Of Source To Project Site). 1 Lot Electrical System: Three-phase Power Line Supply ( Designed To Supply The Entire Compound Including The Future Developments) Connected From Electric Local Utility To Security Compound (project Site) 1 Lot Electrical System: Backup Power Supply System With Capacity Not Less Than The Total Computed Mva Load, Without Demand Factor, (designed To Supply The Entire Compound Including The Future Developments.) 1 Lot (391 Ln.m More Or Less) Secondary Perimeter (see Rule Vii Of Revised Irr R.a. 10575) With 300w Integrated Solar Lights Every 3 Bays And (to Include Post Towers And Gates). Double Layer Perimeter Fence: Concertina/barb Wire Steel Matting Fence 1 Unit Admin/security Office To Cover At Least 68.2sqm In Standard Finish. 1 Lot Cctv Systems (perimeter Fence And Inside Compound And Dormitory Hallway) A. Material Specifications: A. Floor Finishes • Polished Cement Finish Prison Cell, Hallways, Staircases, And Rooms • Plain Cement Finish - 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. 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 180,000,000.00. 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 Php180, 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” Criterion 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. 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. D. 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 One (1) Unit 2-storey Dormitory At Curuan, Zamboanga 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 One (1) Unit 2-storey Dormitory At Curuan, Zamboanga 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 Date Of Completion Or Estimated Completion Time Certified Correct: Name And Signature Of Authorized Representative Position Date Company Letterhead Design And Build Of One (1) Unit 2-storey Dormitory At Curuan, Zamboanga 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 One (1) Unit 2-storey Dormitory At Curuan, Zamboanga _________________________________________________________________________ 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 One (1) Unit 2-storey Dormitory At Curuan, Zamboanga 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 One (1) Unit 2-storey Dormitory At Curuan, Zamboanga 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 One (1) Unit 2-storey Dormitory At Curuan, Zamboanga. 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 One (1) Unit 2-storey Dormitory At Curuan, Zamboanga (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 One (1) Unit 2-storey Dormitory At Curuan, Zamboanga; (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 One (1) Unit 2-storey Dormitory At Curuan, Zamboangaof 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: ___________

Details: Description Republic Of The Philippines Department Of Justice Bureau Of Corrections Muntinlupa City Philippine Bidding Documents Design And Build Of Two (2) Units Two-storey Dormitory At Dppf 2025 (epa) (procurement/contract No. 06) Sixth Edition July 2020 Bids And Awards Committee 2024 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 55 Section Viii. Bill Of Quantities 56 Section Ix. Checklist Of Technical And Financial Documents 57 Section I. Invitation To Bid Republic Of The Philippines Department Of Justice Bureau Of Corrections Muntinlupa City Invitation To Bid Design And Build Of Two (2) Units Two-storey Dormitory At Dppf 2025 1. The Bureau Of Corrections, Through The National Expenditure Program (nep) Of 2025 Capital Outlay, Intends To Apply The Sum Of One Hundred Million Pesos Only (₱100,000,000.00) Being The Approved Budget For The Contract (abc) To Payments Under The Contract For The Design And Build Of Two (2) Units Two-storey Dormitory At Dppf 2025 With Identification Number Epa-006. 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 Two-storey Dormitory At Dppf, 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 7, 2024 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 16 December 2024 (1:30 Pm.) 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 30 December 2024 (1:29 Pm). 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 30 December 2024 (1:30 Pm) 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: 07 December 2024 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 Two (2) Units Two-storey Dormitory At Dppf 2025, 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 Two (2) Units Two-storey Dormitory At Dppf 2025 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 One Hundred Million Pesos Only (₱100,000,000.00). 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 Two (2) Units Two-storey Dormitory At Dppf 2025 Panabo City, Davao Del Norte, Philippines 1. Project Information 1.1 Project Description The Design And Build Of Two (2) Units 2-storey Dormitory At Dppf Project Represents An Essential Addition To The Existing Infrastructure, Aimed At Addressing The Pressing Need To Decongest The Bucor Prison Facilities. This Additional Facility Is Strategically Designed To Cater To The Ongoing Decongestion Program, Which Is Crucial For Ensuring The Effectiveness And Efficiency Of The National Correctional System. By Providing Additional Capacity And Resources, This Project Will Play A Vital Role In Alleviating Overcrowding And Improving Living Conditions For Inmates. This Initiative Underscores Our Commitment To Proactive Measures That Enhance Rehabilitation Efforts And Promote The Successful Reintegration Of Individuals Into Society. This Project Marks A Crucial Milestone In The Ongoing Efforts To Improve The Correctional System And Support The Rehabilitation Of Inmates. With A Focus On Security, Efficiency, And Sustainability, This Project Aims To Set A New Standard For Correctional Facilities In The Region, Prioritizing The Safety And Well-being Of Both Staff And Inmates. This Project Aims To Be Completed Within A Year, Aligning With Our Objectives For Enhancing The Correctional Infrastructure. This Timeline Underscores Our Commitment To Delivering Timely Solutions That Address The Urgent Needs Of The Correctional System And Contribute To Its Overall Improvement. The Contract Will Encompass The Design And Construction Phases Of The Build Of Two (2) Units 2-storey Dormitory At Dppf, Situated Beside The Maximum Security Compound. 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 The Directorate For Engineering Services (des) 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 Bucor Shall Not Assume Any Responsibility Regarding Erroneous Interpretations Of Any Data Presented By The Contractor. The Design And Build Of Two (2) Units 2-storey Dormitory At Dppf Shall Be Constructed As Per Approved Drawings, Specifications, Bill Of Materials, The Scope Of Works, And The General Contract Conditions Following The Guidelines As Per Annex G Of Irr Of Ra 9184. The Final Location Might Be Changed 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 To 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 To Review And Approval By The Directorate For Engineering Services 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. Two (2) Units 2-storey “type B” Dormitory With A Design Capacity Of 150 Psdl Per Building; Ii. Fire Protection System, Fire Detection Alarm System, And Fire Suppression Equipment Included In Dormitories, Fire And Jockey Pumps; Iii. Electrical System: Three-phase Power Line Supply, Connected From The Local Electric Utility; Iv. Sanitary And Plumbing Systems: Sewerage And Drainage Systems; V. 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 Elevated Water Storage With A Minimum Capacity Of 14,250l (4000 Gal.) Per Dormitory; And, Vi. Bunkbeds For 300 Psdl (design And Specification For Pdd Approval). 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 To 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 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 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 – Earthworks ➢ Part B – Plain And Reinforced Concrete Works ➢ Part C – Finishing ➢ Part D – Electrical ➢ Part E – Mechanical ➢ Part I – Water Supply ➢ Part I-c – Drainage Works ➢ Part J – Flood Control And Drainage For Materials And Technologies Not Covered By The Blue Book, Or If The Proponent Intends To Use Any New Material/technology That 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 Resulting From Improper Design. Further, The 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 The 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 Provided By The Bucor - Nhq Pdd Is Mandatory Throughout The Duration Of Construction; · Oversight Of These Forms Will Be Conducted By The Dppf Engineering Services (dppf-es) On Behalf Of The Bucor Pdd; · Dppf-es To Impose Contractor Testing Of All Items After Installation And/or Application. Dppf- Es To Send Pdd Copy Of The Test Report/s; · Dppf - 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; And · In Case There Would Be A Substitute Or Alternative To The Original Specification Of Material/s, Dppf-es To Inform Pdd Of Such Variation. Ii. Bucor Engineer Visits: · Nhq Engineers And Architects (personnel Of Pdd) Will Conduct Site Visits Every Quarter Or Whenever Deemed Necessary To Ensure Compliance With Standards And Regulations; And, · 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: · Dppf 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 Updates. F. Pay The Accomplishment Accepted In Conformance With The Mpss Included Under The Design And Build Contract. I. These Reports And Swa Updates Of The Dppf Es Will Be Reviewed And Approved By Pdd Before Any Progress Billing Payments Are 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 Adapted Should The Same Be Found To Be Superior To 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, And 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, And 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 Combined 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” Blueprint 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, Sizes Of Lines, Manholes/canals, Location Of Outfalls, Etc. Submittals: (at Suitable Scale On High Quality 20” X 30” Blueprint 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 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 Near Each Dormitory (sufficient Capacity To Supply The Pdl). Submittals: (at Suitable Scale On High Quality 20” X 30” Blueprint Paper Minimum Size) 1. General Notes 2. Legend & Symbols 3. Water Line Layout 4. Water Line Isometric Diagram 5. Water Reservoir Plans And Details (cistern And Elevated Water Tank) 6. Miscellaneous Details Iv. 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 A Three-phase Power Line Supply (designed To Supply The Entire Compound Including The Future Developments). Connected From Electric Local Utility To The Security Compound (project Site) Submittals: (at Suitable Scale On High Quality 20” X 30” Blueprint 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 V. 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 Numbers 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 The 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 Bucor. 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. 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. Truck Mounted Crane/rough Terrain Crane Capacity: 25 Mt. 9. Generator Set 100 Kva 10. Water Pump 100mm Suction Dia. 11. One Bagger Mixer 4-6 Ft3/min 12. Concrete Vibrator Ey20, 5hp, 32-70mm 13. Vibro Hammer 45000 Kg-m Or Any Specify Types Of Heavy Equipment Needed For A Site Development Will Be Determined By The Winning Bidder. 5. 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. 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 2 Unit(s) • Two (2) Units 2-storey “type B” Dormitory With A Design Capacity Of 300 Psdl Per Building. A Standard Livable Area Of 4.7 Sqm Per Pdl And A Maximum Capacity Of 10 Psdl Per Cell - Ra 10575; • Sliding Metal Cell Doors; • Floors In Polished Concrete Finished; • Exterior And Interior Walls In Paint Finished; • Ceiling – Metal Mesh In Enamel Finished; • Toilet And Bath: Floors Tiles - Unglazed Wall Tiles – Glazed Plumbing Fixtures (wc, Urinal, Lavatory) – Ceramic Floor Drains – Stainless Steel 1 Lot • Fire Protection System, Fire Detection Alarm System, And Fire Suppression Equipment Included In Dormitories, Fire And Jockey Pumps. 1 Lot • Electrical System: Three-phase Power Line Supply, Connected From The Local Electric Utility 1 Lot • Sanitary And Plumbing Systems: Sewerage And Drainage Systems 1 Lot • 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 Elevated Water Storage With A Minimum Capacity Of 14,250l (4000 Gal.) Per Dormitory 150 Units • Double Deck Bunkbeds (design And Specification For Pdd Approval) A. Material Specifications: A. Floor Finishes · Polished Cement Finish Prison Cell, Hallways, Staircases, And Rooms · Plain Cement Finish - Pathways. · Ramps - Anti Slip Pavers Or Tiles · Crs – Unglazed Ceramic Tiles B. Wall Finishes A. Glazed Wall Tiles - 1.2 M Height. B. Plain Cement Plaster Finish - For All Buildings And Facilities C. Ceiling Finishes C. Metal Mesh In Enamel Finished 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. 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. Toilet And Baths (second Floor) – Cementitious Waterproofing 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 4. Approved Budget For The Contract (abc) The Approved Budget For The Contract (abc) Is Php 100,000,000.00. 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, 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 Php100, 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 Design And Construction Method 2. 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. 1. 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. 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. D. 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 The 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 Ratings. (smax) Is The Summation Of The Maximum Score Per The Criteria 1. 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 Will Not Be Considered For Further Evaluation C. A Score Above 75% Will Be Considered Technically Responsive. Aggregate Scores 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 That Exceeds The Abc 9. Data To Be Provided By The Bucor These Data Are For Reference Only And Do 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 Two (2) Units Two-storey Dormitory At Dppf 2025 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 Two (2) Units Two-storey Dormitory At Dppf 2025 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 Date Of Completion Or Estimated Completion Time Certified Correct: Name And Signature Of Authorized Representative Position Date Company Letterhead Design And Build Of Two (2) Units Two-storey Dormitory At Dppf 2025 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 Two (2) Units Two-storey Dormitory At Dppf 2025 _________________________________________________________________________ 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 Two (2) Units Two-storey Dormitory At Dppf 2025 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 Two (2) Units Two-storey Dormitory At Dppf 2025 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 Two (2) Units Two-storey Dormitory At Dppf 2025. 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 Two (2) Units Two-storey Dormitory At Dppf 2025 (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 Two (2) Units Two-storey Dormitory At Dppf 2025; (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 Two (2) Units Two-storey Dormitory At Dppf 2025of 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: ___________

Details: Description Section I. Invitation To Bid Invitation To Bid For Construction Of Solar Powered Pump With Ai Satellite-assisted Monitoring And Fertigation System For Zds Imo & Zs Imo Projects (clustered) The National Irrigation Administration – Regional Office Ix Bac, Through The Cy 2025 National Expenditure Program (nep) For General Appropriation Act (gaa) 2025 Fund, Invites Contractors To Submit Bids For The Following Contract: Contract Reference No. : Niar9-epa-egpipclustered2025-007 (infra) Project Name : Zambo. Sur & Zambo. Sibugay (clustered) Contract Location : Zambo. Sur & Zambo. Sibugay Scope Of Works : Construction Of Six (6) Units Solar Powered Pump With Ai Satellite-assisted Monitoring And Fertigation System Approved Budget For The Contract (abc) : Php 94,429,518.64 Contract Duration : 150 Calendar Days Amount Of Bidding Documents : Php 50,000.00 The Nia – Ro9 Bac Is Conducting An Early Procurement Activity (epa) On Public Bidding For This Contract In Accordance With Republic Act 9184, Otherwise Known As The “government Procurement Reform Act” And Its Revised Implementing Rules And Regulations (rirr). To Be Eligible To Bid For The Above-stated Contract, A Contractor Must Meet The Following Major Requirements: (a) Filipino Citizen Or 60% Filipino-owned Partnership/corporation; (b) Completion Of A Similar Contract Costing At Least 50% Of The Abc, And (c) Net Financial Contracting Capacity (nfcc) At Least Equal To Abc. Interested Bidders Are Required To Submit Two (2) Valid Ids Of The Authorized Managing Officer/authorized Liaison Officer Indicated In The Submitted Company Profile/crc. Updated Company Profile Shall Also Be Submitted And Presented To The Nia-r9 Bac Secretariat Upon Purchased Of The Bidding Documents. Credit Line Commitment Shall No Longer Be Accepted As An Alternative To The Prospective Bidder’s Computation Of Nfcc Per Gppb Resolution No. 20-2013 Dated July 30, 2013. Bidding Will Be Conducted Through Open Competitive Bidding Procedures Using Non-discretionary “pass/fail” Criterion In The Eligibility Check, Preliminary Evaluation Of Bids, Post Qualification, And Award. The Significant Times And Deadlines Of Procurement Activities Are Shown Below: Issuance Of Bidding Documents : December 7 – 26, 2024 At 8:30 Am Pre-bid Conference : December 13, 2024 At 9:00 Am Submission Of Bids : December 26, 2024 At 8:30 Am Opening Of Bids : December 26, 2024 At 9:00 Am Interested Bidders May Obtain Further Information From Nia – Ro9 Bac And Inspect The Bidding Documents At The Address Given Below Starting December 7 – 26, 2024. A Complete Set Of Bidding Documents May Be Purchased By Interested Bidders From The Address Below And Upon Payment Of A Non-refundable Fee For The Bidding Documents Prescribed In The Above-mentioned List Of Projects. 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, Provided That Bidders Shall Pay The Fee For The Bidding Documents Not Later Than The Submission Of Their Bids. Only The Authorized Managing Officer/authorized Liaison Officer Indicated In The Submitted Company Profile/crc Shall Be Authorized To Purchase And Submit Bidding Documents. The Use Of Special Power Of Attorney (spa) Is Prohibited As Per Nia Memorandum Circular No.52 Series 2014 Dated December 1, 2014. The Nia – Ro9 Bac Will Hold A Pre-bid Conference On 13 December 2024 At 9:00 Am At Conference Room, National Irrigation Administration – Regional Office Ix, Regional Center, Balintawak, Pagadian City, Which Shall Be Open To All Interested Parties. Bids Must Be Duly Received By The Bac Secretariat Thru Manual Submission At The Office Address As Indicated Below On Or Before 26 December 2024 At 08:30 Am. Late Bids Shall Not Be Accepted. All Bids Must Be Accompanied By A Bid Securing Declaration Or Bid Security In Any Of The Acceptable Forms And In The Amount Stated In Itb. Clause 18.1. Bids Will Be Opened In The Presence Of The Bidder’s Authorized Managing Officer Or Authorized Liaison Officer Of Interested Parties At The Address Below. The Nia – Ro9 Bac Additional Guidelines Is The Conduct Of Site Inspection To Be Scheduled During Pre-bid Conference. • The Certificate Of Site Inspection Shall Be Issued And Signed By The Nia R9 Authorized Representative After The Activity, Which Shall Be Required To Include In The Bid Tender (technical Component). Prospective Bidders Shall Submit Their Sealed Envelopes Together With The Duly Accomplished Forms As Provided In The Bd’s On Or Before The Deadline Of Dropping Of The Bid Documents At The Nia – Ro9 Bac By The Authorized Managing Officer (amo) Or Authorized Liaison Officer Indicated In The Submitted Company Profile/crc Of The Parties. The Liaison Officer Shall Submit A Letter From The Amo Authorizing Her/him To Drop Their Bid, Attend The Bidding Process And Also Submit A Copy Of Company I.d. For Verification. No Special Power Of Attorney (spa) Shall Be Allowed. The Procuring Entity Shall Not Be Held Responsible Of Any And All Bid Documents/proposals Losses. All Interested Contractors/bidders Must Inform The Bac Chairperson Thru Its Secretariat Of Their Documents Submitted In Any Means Provided Above Before The Date Of The Bid Opening To Avoid Late Submission. The Nia – Ro9 Bac Reserves The Right To Accept Or Reject Any Bid, To Annul The Bidding Process, And To Reject All Bids At Any Time Prior To Contract Award, Without Thereby Incurring Any Liability To The Affected Bidder Or Bidders, In Accordance With The Provisions Of Section 41 Of Ra 9184 And Its Irr. Pursuant To Nia Memorandum Circular No. 119 S. 2020, Subject: Policy On Utilization Of Videoconferencing, Webcasting Or Similar Technology In The Conduct Of Public Procurement Activities, Procurement Proceedings For The Above Mention Contracts Will Be Held Through Face-to-face Meeting In Combination With Video Conferencing Using Google Meet Thru The Links: Pre-bidding Conference : Https://meet.google.com/hev-uxfp-utg Opening Of Bids : Https://meet.google.com/bkn-midq-rvv Any Requests For Additional Information Concerning This Bidding Shall Be Directed To The Following: Marietta M. Cortes Bac Secretariat Head, Nia-regional Office Regional Center Ix, Balintawak, Pagadian City, Zambo. Sur Niaregion9bac@gmail.com 09630884373 – Office Number Date Posted: December 7, 2024 (sgd) Antonio B. Gujeling Bac Chairperson 5.2 For This Purpose, Contracts Similar To The Project Refer To Contracts Which Have The Same Major Categories Of Work, Which Shall Be: Completed For The Past Five (5) Years. • Irrigation And Flood Control With Experience In Solar Powered Pumps To Be Eligible To Bid For The Contract, Bidders Must Have Done A Single Largest Completed Contract (slcc) Containing A Category Of Work Which Is The Same As Or Similar To The Major Category Of Works, And Who’s Total Slcc Cost Is At Least 50% Of The Approved Budget For The Contract (abc) To Be Bid. The Above Slcc Must Be Supported By A Copy Of The Contract, Certificate Of Completion, And Owner’s Certificate Of Final Acceptance (1-year After The Issuance Of The Certificate Of Completion) Issued By The Project Owner Other Than The Contractor Or A Final Rating Of At Least Satisfactory In The Constructors Performance Evaluation System (cpes). In Case Of Contracts With The Private Sector, An Equivalent Document Shall Be Submitted. 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. Interested Bidders Shall Have At Least Or Any Equivalent To Pcab Size Range “medium A” Category: “b” (per Pcab Board Resolution No. 201, Series Of 2017), Sp-wd (well-drilling Work) And Sp-me (mechanical Works). Additional Valid Certificate Of Well Driller Registration Issued By The National Water Resources Board (nwrb) Will Be Evaluated. 10.4 The Key Personnel Must Meet The Required Minimum Years Of Experience Set Below: Key Personnel Relevant Experience General Experience Number Project Engineer 5 Years A Licensed Civil Engineer. Experienced In Solar Powered Irrigation Projects. Shall Render Full-time Service To The Project Until Completion. 10 Years 2 Office Engineer 3 Years A Licensed Civil Engineer. Shall Render Full-time Service To The Project Until Completion. 5 Years 2 Materials Engineer 1 3 Years Shall Be An Accredited Material Engineer Of Dpwh. Shall Render Service To The Project As Required. 3 Years 2 Foreman 5 Years Experienced In Solar Powered Irrigation Projects. Shall Render Full-time Service To The Project Until Completion. 5 Years 6 Safety & Health Officer (so2) 3 Years Shall Have At Least 3 Years’ Experience In Construction Industry. Completed Cosh Training And Shall Render Fulltime Service To The Project Until Completion. 3 Years 2 Geologist 5 Years A Licensed Geologist With Experience In Solar Powered Irrigation Projects. Shall Render Service To The Project As Required. 5 Years 2 Electrical Engineer 3 Years A Licensed Electrical Engineer With Experience In Solar Powered Irrigation Projects. Shall Render Service To The Project As Required. 3 Years 2 Mechanical Engineer 3 Years A Licensed Mechanical Engineer With Experience In Solar Powered Irrigation Projects. Shall Render Service To The Project As Required. 3 Years 2 The Contractor May Assign Other Support Personnel From Those Listed For The Optimal Performance Of The Project Construction Team. The Support Personnel Shall Undertake The Required Day-to-day Site Or Office-related Activities Of The Contractor. Full Time Services Mean, The Personnel Involved Shall Render Minimum Of Eight (8) Hours A Day Or Forty (40) Hour A Week And Shall Be Available Upon Request Of The Procuring Entity. 10.5 The Minimum Major Equipment Requirements Are The Following: Equipment Capacity No. Of Units Crawler Type Drilling Rig (rotary Or Hydraulic Driven) 100m 4 Compressor 160 Cfm 4 Generator Set 15kva 4 Submersible Pump (for Pump Testing) 15hp 4 Dump Truck 10 Cu.m. 2 Welding Machine 300a 6 Concrete Mixer 1-bagger 6 Butt Fusion Machine Up To 6” Diameter 1 Geo-resistivity Equipment (multi-electrode) Up To 100m Depth 2 Survey Instrument 1 Set Initial Equipment Requirement Upon Mobilization: Equipment Capacity No. Of Units Crawler Type Drilling Rig (rotary Or Hydraulic Driven) 100m 4 Dump Truck 10 Cu.m. 2 Geo-resistivity Equipment (multi-electrode) Up To 100m Depth 2 Survey Instrument 1 Set The Proof Of Ownership Of Equipment Requirements Are Copies Of Current Lto Official Receipt (or) And Certificate Of Registration (cr) Of The Equipment Which Should Be Attached Together With The Affidavit Of Ownership. In Case Of Leased Equipment, A Lease Contract And Affidavit Of Commitment Or Certificate Of Availability Of Equipment Should Be Submitted With The Lessor/owner As The Pledger Of The Equipment, Stating Therein That The Equipment Will Be Available For The Whole Duration Of The Project. For Purchase Agreement, The Description Of The Equipment To Be Purchased Such As Brand/model, Type Of Equipment, Motor No., Body No. And The Capacity Must Be Indicated In The Document, Otherwise, The Bac Will Not Honor The Purchase Agreement And The Bidder Will Be Declared As Non-complying. Likewise, List Of Contractor’s Major Equipment Units Pledged To Be Used For The Project Must Be Supported By Proof Of Ownership If It Is Owned, Lease Agreement If It Is Being Leased And Purchase Agreement If To Be Purchased. A Certification Of Availability Of Equipment For The Duration Of The Project Must Also Be Provided By The Equipment Owner And/or Lessor/vendor. The Bidder Should Also Specify In The Submitted Bid The Location Of The Equipment Where It Can Be Inspected. If Any Piece Of Equipment Is Not In The Specified Location, Then The Bidder Shall Be Post-disqualified. Item No. Description Qty Unit Package 1 – Bag-ong Baroy Spip: 18,931,006.76 A. Construction Of One (1) Unit 15hp Solar Pv Submersible Pumping System @ 80m Depth Mobilization And Demobilization, Temporary Facilities And Construction Of Safety And Health Program Mobilization And Demobilization 1.00 Ls Temporary Facilities Construction Of Worker Shed/bodega (5x4 Meters) 1.00 Ls Construction Of Project Billboard 2.00 Unit B. Construction Safety And Health Program 1.00 Ls C. Well Drilling 80.00 Ln.m D. Well Casing And Well Development Well Development 1.00 Unit Gravel Pack/gravel Filter 1.30 Cu.m Supply And Delivery Of 8” Ø Upvc Pipe X 6m 80.00 Ln.m Installation Of 8” Ø Upvc Pipe X 6m 80.00 Ln.m E. Pumping Test (specification Of Pump To Be Procured Is Based On The Result Of Pumping Test) Pump Test (using 15hp Pump) 1.00 Lot F. Supply, Delivery And Installation Of Submersible Pump, Piping & Accessories Supply And Delivery Submersible Pump (15hp) 1.00 Set Flow Meter 1.00 Assy 4” Hydraulic Control Valve 1.00 Assy Pipes And Fittings 1.00 Lot Installation Installation Of Submersible Pump (15hp), Flow Meter, Hydraulic Control Valve, And Pipes And Fittings 1.00 Lot G. Solar Panel Supply And Delivery Pv Modules (solar Panel 600watts) 32.00 Pc Mc4 Connector 60.00 Pair Dc Cable From Pv String (1x4mm2) 188.00 M Ac Cable (8.0mm2) 188.00 M 2” Ø Rsc Conduit 188.00 M Grounding 1.00 Lot Installation Installation Of Pv Modules, Conduits, Cables And Accessories 1.00 Lot H. Inverter & Control Panel Inverter And Control Panel Supply & Delivery 1.00 Lot Installation 1.00 Lot I. Mounting Structures Mounting Structure Supply, Delivery And Fabrication 1.00 Lot Installation 1.00 Lot Structure Excavation (manual) 4.32 Cu.m Structure Backfill (manual) 2.43 Cu.m Class “a” Concrete 2.16 Cu.m Gravel Blanket 23.02 Cu.m Reinforcing Steel Bar Furnishing & Stockpiling 333.96 Kg Cut, Bend And Place 333.96 Kg Painting Works 4.50 Sq.m J. Ai Satellite Assisted Monitoring System Ai Satellite Assisted Monitoring System Supply & Delivery 1.00 Lot Installation 1.00 Lot K. Fertigation System Fertigation System & Accessories Supply & Delivery 1.00 Lot Installation 1.00 Lot L. Distribution Pipes Hdpe Iso4427 Sdr 21 2” Dia X 6m Supply & Delivery 676.00 Pc Installation 676.00 Pc Pipes And Fittings 1.00 Lot 4” Layflat Pipe (including End Connectors) Supply & Delivery 22.00 Roll Installation 22.00 Roll 3” Layflat Pipe (including End Connectors) Supply & Delivery 20.00 Roll Installation 20.00 Roll 2” Layflat Pipe (including End Connectors) Supply & Delivery 5.00 Roll Installation 5.00 Roll M. Construction Of Perimeter Fence, Stilling Pool And Nia Logo Structure Excavation (manual) 13.69 Cu.m Structure Backfill (manual) 5.14 Cu.m Class “a” Concrete 30.68 Cu.m Reinforcing Steel Bar Furnishing & Stockpiling 1,036.61 Kg Cut, Bend And Place 1,036.61 Kg Masonry Works 4” Thk. Chb (laying & Plastering Of Both Sides) 34.28 Sq.m Cyclone Chain Wire 103.05 Ln.m 2” Ø G.i. Pipe (sch. 40) 175.20 Ln.m Painting Works 10.64 Sq.m Water Proofing 88.00 Sq.m Gravel Blanket 3.31 Cu.m Red Oxide Metal Primer 0.27 Sq.m N. Construction Of Control House Structure Excavation (manual) 3.22 Cu.m Structure Backfill (manual) 1.17 Cu.m Class “a” Concrete 4.33 Cu.m Reinforcing Steel Bar Furnishing & Stockpiling 414.25 Kg Cut, Bend And Place 414.25 Kg Masonry Works 4” Thk. Chb (laying & Plastering Of Both Sides) 25.48 Sq.m Painting Works 71.69 Sq.m Water Proofing 12.25 Sq.m Gravel Blanket 1.07 Cu.m Package 2 – Compound Pip: 14,197,882.09 A. Construction Of One (1) Unit 15hp Solar Pv Submersible Pumping System @ 80m Depth Mobilization And Demobilization, Temporary Facilities And Construction Of Safety And Health Program Mobilization And Demobilization 1.00 Ls Temporary Facilities Construction Of Worker Shed/bodega (5x4 Meters) 1.00 Ls Construction Of Project Billboard 2.00 Unit B. Construction Safety And Health Program 1.00 Ls C. Well Drilling 80.00 Ln.m D. Well Casing And Well Development Well Development 1.00 Unit Gravel Pack/gravel Filter 1.30 Cu.m Supply And Delivery Of 8” Ø Upvc Pipe X 6m 80.00 Ln.m Installation Of 8” Ø Upvc Pipe X 6m 80.00 Ln.m E. Pumping Test (specification Of Pump To Be Procured Is Based On The Result Of Pumping Test) Pump Test (using 15hp Pump) 1.00 Lot F. Supply, Delivery And Installation Of Submersible Pump, Piping & Accessories Supply And Delivery Submersible Pump (15hp) 1.00 Set Flow Meter 1.00 Assy 4” Hydraulic Control Valve 1.00 Assy Pipes And Fittings 1.00 Lot Installation Installation Of Submersible Pump (15hp), Flow Meter, Hydraulic Control Valve, And Pipes And Fittings 1.00 Lot G. Solar Panel Supply And Delivery Pv Modules (solar Panel 600watts) 32.00 Pc Mc4 Connector 60.00 Pair Dc Cable From Pv String (1x4mm2) 188.00 M Ac Cable (8.0mm2) 188.00 M 2” Ø Rsc Conduit 188.00 M Grounding 1.00 Lot Installation Installation Of Pv Modules, Conduits, Cables And Accessories 1.00 Lot H. Inverter & Control Panel Inverter And Control Panel Supply & Delivery 1.00 Lot Installation 1.00 Lot I. Mounting Structures Mounting Structure Supply, Delivery And Fabrication 1.00 Lot Installation 1.00 Lot Structure Excavation (manual) 4.32 Cu.m Structure Backfill (manual) 2.43 Cu.m Class “a” Concrete 2.16 Cu.m Gravel Blanket 23.02 Cu.m Reinforcing Steel Bar Furnishing & Stockpiling 333.96 Kg Cut, Bend And Place 333.96 Kg Painting Works 4.50 Sq.m J. Ai Satellite Assisted Monitoring System Ai Satellite Assisted Monitoring System Supply & Delivery 1.00 Lot Installation 1.00 Lot K. Fertigation System Fertigation System & Accessories Supply & Delivery 1.00 Lot Installation 1.00 Lot L. Distribution Pipes Hdpe Iso4427 Sdr 21 2” Dia X 6m Supply & Delivery 74.00 Pc Installation 74.00 Pc Pipes And Fittings 1.00 Lot 4” Layflat Pipe (including End Connectors) Supply & Delivery 5.00 Roll Installation 5.00 Roll 3” Layflat Pipe (including End Connectors) Supply & Delivery 3.00 Roll Installation 3.00 Roll 2” Layflat Pipe (including End Connectors) Supply & Delivery 2.00 Roll Installation 2.00 Roll M. Construction Of Perimeter Fence, Stilling Pool And Nia Logo Structure Excavation (manual) 13.69 Cu.m Structure Backfill (manual) 5.14 Cu.m Class “a” Concrete 30.68 Cu.m Reinforcing Steel Bar Furnishing & Stockpiling 1,036.61 Kg Cut, Bend And Place 1,036.61 Kg Masonry Works 4” Thk. Chb (laying & Plastering Of Both Sides) 34.28 Sq.m Cyclone Chain Wire 103.05 Ln.m 2” Ø G.i. Pipe (sch. 40) 175.20 Ln.m Painting Works 10.64 Sq.m Water Proofing 88.00 Sq.m Gravel Blanket 3.31 Cu.m Red Oxide Metal Primer 0.27 Sq.m N. Construction Of Control House Structure Excavation (manual) 3.22 Cu.m Structure Backfill (manual) 1.17 Cu.m Class “a” Concrete 4.33 Cu.m Reinforcing Steel Bar Furnishing & Stockpiling 414.25 Kg Cut, Bend And Place 414.25 Kg Masonry Works 4” Thk. Chb (laying & Plastering Of Both Sides) 25.48 Sq.m Painting Works 71.69 Sq.m Water Proofing 12.25 Sq.m Gravel Blanket 1.07 Cu.m Package 3 – Rebokon Cis: 14,213,268.46 A. Construction Of One (1) Unit 15hp Solar Pv Submersible Pumping System @ 80m Depth Mobilization And Demobilization, Temporary Facilities And Construction Of Safety And Health Program Mobilization And Demobilization 1.00 Ls Temporary Facilities Construction Of Worker Shed/bodega (5x4 Meters) 1.00 Ls Construction Of Project Billboard 2.00 Unit B. Construction Safety And Health Program 1.00 Ls C. Well Drilling 80.00 Ln.m D. Well Casing And Well Development Well Development 1.00 Unit Gravel Pack/gravel Filter 1.30 Cu.m Supply And Delivery Of 8” Ø Upvc Pipe X 6m 80.00 Ln.m Installation Of 8” Ø Upvc Pipe X 6m 80.00 Ln.m E. Pumping Test (specification Of Pump To Be Procured Is Based On The Result Of Pumping Test) Pump Test (using 15hp Pump) 1.00 Lot F. Supply, Delivery And Installation Of Submersible Pump, Piping & Accessories Supply And Delivery Submersible Pump (15hp) 1.00 Set Flow Meter 1.00 Assy 4” Hydraulic Control Valve 1.00 Assy Pipes And Fittings 1.00 Lot Installation Installation Of Submersible Pump (15hp), Flow Meter, Hydraulic Control Valve, And Pipes And Fittings 1.00 Lot G. Solar Panel Supply And Delivery Pv Modules (solar Panel 600watts) 32.00 Pc Mc4 Connector 60.00 Pair Dc Cable From Pv String (1x4mm2) 188.00 M Ac Cable (8.0mm2) 188.00 M 2” Ø Rsc Conduit 188.00 M Grounding 1.00 Lot Installation Installation Of Pv Modules, Conduits, Cables And Accessories 1.00 Lot H. Inverter & Control Panel Inverter And Control Panel Supply & Delivery 1.00 Lot Installation 1.00 Lot I. Mounting Structures Mounting Structure Supply, Delivery And Fabrication 1.00 Lot Installation 1.00 Lot Structure Excavation (manual) 4.32 Cu.m Structure Backfill (manual) 2.43 Cu.m Class “a” Concrete 2.16 Cu.m Gravel Blanket 23.02 Cu.m Reinforcing Steel Bar Furnishing & Stockpiling 333.96 Kg Cut, Bend And Place 333.96 Kg Painting Works 4.50 Sq.m J. Ai Satellite Assisted Monitoring System Ai Satellite Assisted Monitoring System Supply & Delivery 1.00 Lot Installation 1.00 Lot K. Fertigation System Fertigation System & Accessories Supply & Delivery 1.00 Lot Installation 1.00 Lot L. Distribution Pipes Hdpe Iso4427 Sdr 21 2” Dia X 6m Supply & Delivery 83.00 Pc Installation 83.00 Pc Pipes And Fittings 1.00 Lot 4” Layflat Pipe (including End Connectors) Supply & Delivery 5.00 Roll Installation 5.00 Roll 3” Layflat Pipe (including End Connectors) Supply & Delivery 3.00 Roll Installation 3.00 Roll 2” Layflat Pipe (including End Connectors) Supply & Delivery 2.00 Roll Installation 2.00 Roll M. Construction Of Perimeter Fence, Stilling Pool And Nia Logo Structure Excavation (manual) 13.69 Cu.m Structure Backfill (manual) 5.14 Cu.m Class “a” Concrete 30.68 Cu.m Reinforcing Steel Bar Furnishing & Stockpiling 1,036.61 Kg Cut, Bend And Place 1,036.61 Kg Masonry Works 4” Thk. Chb (laying & Plastering Of Both Sides) 34.28 Sq.m Cyclone Chain Wire 103.05 Ln.m 2” Ø G.i. Pipe (sch. 40) 175.20 Ln.m Painting Works 10.64 Sq.m Water Proofing 88.00 Sq.m Gravel Blanket 3.31 Cu.m Red Oxide Metal Primer 0.27 Sq.m N. Construction Of Control House Structure Excavation (manual) 3.22 Cu.m Structure Backfill (manual) 1.17 Cu.m Class “a” Concrete 4.33 Cu.m Reinforcing Steel Bar Furnishing & Stockpiling 414.25 Kg Cut, Bend And Place 414.25 Kg Masonry Works 4” Thk. Chb (laying & Plastering Of Both Sides) 25.48 Sq.m Painting Works 71.69 Sq.m Water Proofing 12.25 Sq.m Gravel Blanket 1.07 Cu.m Package 4 – Calape Pip: 18,835,027.79 I. Temporary Works, Construction Plant, Mobilization Of Construction Equipment And Demobilization 1.00 Ls Ii. Construction Safety And Health Program 1.00 Ls Iii. Well Drilling 50.00 Ln.m Iv. Well Casing And Well Development Well Development 1.00 Unit Gravel Pack/gravel Filter 1.46 Cu.m Supply And Delivery Of 8” Ø Upvc Pipe X 3m 50.00 Ln.m Installation Of 8” Ø Upvc Pipe X 3m 50.00 Ln.m V. Pumping Test (specification Of Pump To Be Procured Is Based On The Result Of Pumping Test) Pump Test (using Submersible Pump 10hp 4” Dia) 1.00 Lot Vi. Supply, Delivery And Installation Of Submersible Pump, Piping & Accessories Supply And Delivery Submersible Pump & Motor (15hp) 1.00 Set Pipes And Fittings 1.00 Lot Installation Installation Of Submersible Pump & Motor (15hp), Pipes And Fittings 1.00 Lot Vii. Solar Panel Supply And Delivery Pv Modules (solar Panel 550watts) 30.00 Unit Pv Modules (solar Panel 550watts Accessories) 30.00 Unit Installation Installation Of Pv Modules And Accessories 1.00 Lot Viii. Solar Inverter, Solar Charge Controller And Cctv Security System Supply & Delivery Solar Inverter & Solar Charge Controller 1.00 Set Cctv Security System 1.00 Set Installation Installation Of Solar Inverter, Solar Charge Controller & Cctv 1.00 Lot Ix. Mounting Structures Structure Excavation (manual) 58.40 Cu.m Structure Backfill (manual) 23.80 Cu.m Gravel Blanket (gravel Bedding Manual) 24.90 Cu.m Concrete 3000 Psi Plain Concrete 20.00 Cu.m Reinforcing Steel Bar (grade 40) 2,738.90 Kg Roofing And Metal Works 1.00 Ls X. Ai Satellite Assisted Monitoring System Ai Satellite Assisted Monitoring System Supply & Delivery 1.00 Lot Installation 1.00 Lot Xi. Fertigation System Supply & Delivery 1.00 Lot Installation 1.00 Lot Xii. Distribution Pipes 4” Ø Hdpe (sdr 17) Supply & Delivery 30.00 Pc Installation 30.00 Pc Pipes And Fittings 1.00 Lot 1” Ø Hdpe (sdr 17) Supply & Delivery 180.00 M Installation 180.00 M Pipes And Fittings 1.00 Lot Xiii. Security Fence Structure Excavation 50.30 Cu.m Structure Backfill 32.10 Cu.m Gravel Blanket (gravel Bedding) 11.10 Cu.m Concrete 3000 Psi Plain Concrete 11.90 Cu.m Reinforcing Steel Bars (grade 40) 1,695.20 Kg Masonry Works 4” Concrete Hollow Blocks 115.50 Sq.m Mortar And Plastering 139.40 Sq.m Galvanized Interlink Mesh (2” X 2”) 310.00 Sq.m Xiv. Water Storage Tank Structure Excavation (manual) 78.40 Cu.m Structure Backfill (manual) 12.40 Cu.m Gravel Blanket (gravel Bedding) 21.00 Cu.m Concrete 3000 Psi Plain Concrete 39.00 Cu.m Reinforcing Steel Bars (grade 40) 5,191.00 Kg Roofing And Metal Works 1.00 Ls Painting Works 74.20 Sq.m Waterproofing 115.60 Sq.m Xv. Control Room Structure Excavation 44.10 Cu.m Structure Backfill 7.30 Cu.m Gravel Blanket (gravel Bedding) 23.50 Cu.m Concrete 3000 Psi Plain Concrete 4.30 Cu.m Reinforcing Steel Bars (grade 40) 829.10 Kg Masonry Works 4” Concrete Hollow Blocks 70.90 Sq.m Plastering 117.90 Sq.m Roofing And Metal Works 1.00 Ls Doors And Windows 1.00 Unit Ceiling Works 10.10 Sq.m Electrical Works 1.00 Ls Painting Works 85.90 Sq.m Tile Works 9.60 Sq.m Plumbing Works 1.00 Ls Xvi. Canalization Common Excavation 839.30 Cu.m Common Backfill 755.90 Cu.m Gravel Blanket (gravel Bedding) 142.45 Cu.m Concrete 2400 Psi Plain Concrete 221.20 Cu.m Reinforcing Steel Bars (grade 40) 8,681.50 Kg Xvii. Canal Structures Common Excavation 100.00 Cu.m Common Backfill 124.20 Cu.m Gravel Blanket (gravel Bedding) 13.50 Cu.m Concrete 3000 Psi Plain Concrete 40.80 Cu.m Reinforcing Steel Bars (grade 40) 3,354.90 Kg Package 5 – Balungisan Pip: 14,126,151.23 I. Temporary Works, Construction Plant, Mobilization Of Construction Equipment And Demobilization 1.00 Ls Ii. Construction Safety And Health Program 1.00 Ls Iii. Well Drilling 50.00 Ln.m Iv. Well Casing And Well Development Well Development 1.00 Unit Gravel Pack/gravel Filter 1.46 Cu.m Supply And Delivery Of 8” Ø Upvc Pipe X 3m 50.00 Ln.m Installation Of 8” Ø Upvc Pipe X 3m 50.00 Ln.m V. Pumping Test (specification Of Pump To Be Procured Is Based On The Result Of Pumping Test) Pump Test (using Submersible Pump 10hp 4” Dia) 1.00 Lot Vi. Supply, Delivery And Installation Of Submersible Pump, Piping & Accessories Supply And Delivery Submersible Pump & Motor (15hp) 1.00 Set Pipes And Fittings 1.00 Lot Installation Installation Of Submersible Pump & Motor (15hp), Pipes And Fittings 1.00 Lot Vii. Solar Panel Supply And Delivery Pv Modules (solar Panel 550watts) 30.00 Unit Pv Modules (solar Panel 550watts Accessories) 30.00 Unit Installation Installation Of Pv Modules And Accessories 1.00 Lot Viii. Solar Inverter, Solar Charge Controller And Cctv Security System Supply & Delivery Solar Inverter & Solar Charge Controller 1.00 Set Cctv Security System 1.00 Set Installation Installation Of Solar Inverter, Solar Charge Controller & Cctv 1.00 Lot Ix. Mounting Structures Structure Excavation (manual) 58.40 Cu.m Structure Backfill (manual) 23.80 Cu.m Gravel Blanket (gravel Bedding Manual) 24.90 Cu.m Concrete 3000 Psi Plain Concrete 20.00 Cu.m Reinforcing Steel Bar (grade 40) 2,738.90 Kg Roofing And Metal Works 1.00 Ls X. Ai Satellite Assisted Monitoring System Ai Satellite Assisted Monitoring System Supply & Delivery 1.00 Lot Installation 1.00 Lot Xi. Fertigation System Supply & Delivery 1.00 Lot Installation 1.00 Lot Xii. Distribution Pipes 4” Ø Hdpe (sdr 17) Supply & Delivery 30.00 Pc Installation 30.00 Pc Pipes And Fittings 1.00 Lot 1” Ø Hdpe (sdr 17) Supply & Delivery 180.00 M Installation 180.00 M Pipes And Fittings 1.00 Lot Xiii. Security Fence Structure Excavation 50.30 Cu.m Structure Backfill 32.10 Cu.m Gravel Blanket (gravel Bedding) 11.10 Cu.m Concrete 3000 Psi Plain Concrete 11.90 Cu.m Reinforcing Steel Bars (grade 40) 1,695.20 Kg Masonry Works 4” Concrete Hollow Blocks 115.50 Sq.m Mortar And Plastering 139.40 Sq.m Galvanized Interlink Mesh (2” X 2”) 310.00 Sq.m Xiv. Water Storage Tank Structure Excavation (manual) 78.40 Cu.m Structure Backfill (manual) 12.40 Cu.m Gravel Blanket (gravel Bedding) 21.00 Cu.m Concrete 3000 Psi Plain Concrete 39.00 Cu.m Reinforcing Steel Bars (grade 40) 5,191.00 Kg Roofing And Metal Works 1.00 Ls Painting Works 74.20 Sq.m Waterproofing 115.60 Sq.m Xv. Control Room Structure Excavation 44.10 Cu.m Structure Backfill 7.30 Cu.m Gravel Blanket (gravel Bedding) 23.50 Cu.m Concrete 3000 Psi Plain Concrete 4.30 Cu.m Reinforcing Steel Bars (grade 40) 829.10 Kg Masonry Works 4” Concrete Hollow Blocks 70.90 Sq.m Plastering 117.90 Sq.m Roofing And Metal Works 1.00 Ls Doors And Windows 1.00 Unit Ceiling Works 10.10 Sq.m Electrical Works 1.00 Ls Painting Works 85.90 Sq.m Tile Works 9.60 Sq.m Plumbing Works 1.00 Ls Xvi. Canalization Common Excavation 198.50 Cu.m Common Backfill 247.90 Cu.m Gravel Blanket (gravel Bedding) 96.00 Cu.m Concrete 2400 Psi Plain Concrete 82.00 Cu.m Reinforcing Steel Bars (grade 40) 2,919.20 Kg Xvii. Canal Structures Common Excavation 35.60 Cu.m Common Backfill 43.20 Cu.m Gravel Blanket (gravel Bedding) 4.50 Cu.m Concrete 3000 Psi Plain Concrete 14.20 Cu.m Reinforcing Steel Bars (grade 40) 1,135.50 Kg Package 6 – Sanito Cis: 14,126,182.31 I. Temporary Works, Construction Plant, Mobilization Of Construction Equipment And Demobilization 1.00 Ls Ii. Construction Safety And Health Program 1.00 Ls Iii. Establishment Of Shallow Tube Well Well Drilling 50.00 Ln.m Well Casing And Well Development Well Development 1.00 Unit Gravel Pack/gravel Filter 1.30 Cu.m Supply & Delivery Of Upvc Pipe 6” Ø X 3m 50.00 Ln.m Installation Of Upvc Pipe 6” Ø X 3m 50.00 Ln.m Pump Testing (using 15hp 4” Ø) 1.00 Lot Iv. Supply, Delivery And Installation Of Submersible Pump, Piping & Accessories Supply And Delivery Submersible Pump & Motor (15hp) 1.00 Unit Pipes And Fittings 1.00 Lot Installation Installation Of Submersible Pump & Motor (15hp), Pipes And Fittings 1.00 Lot V. Solar House Structure Excavation (manual) 60.40 Cu.m Structure Backfill (manual) 25.90 Cu.m Gravel Blanket (gravel Bedding Manual) 24.90 Cu.m Concrete 3000 Psi Plain Concrete 20.00 Cu.m Reinforcing Steel Bars (grade 40) 2,738.90 Kg Roofing And Metal Works 1.00 Ls Vi. Solar Panel Supply And Delivery Pv Modules (solar Panel 550watts) 22.00 Unit Pv Modules (solar Panel 550watts Accessories) 22.00 Unit Installation Installation Of Pv Modules And Accessories 1.00 Lot Vii. Solar Inverter, Solar Charge Controller And Cctv Security System Supply & Delivery Solar Inverter & Solar Charge Controller 1.00 Set Cctv Security System 1.00 Set Installation Installation Of Solar Inverter, Solar Charge Controller & Cctv 1.00 Lot Viii. Ai Satellite Assisted Monitoring System Ai Satellite Assisted Monitoring System Supply & Delivery 1.00 Lot Installation 1.00 Lot Ix. Fertigation System Supply & Delivery 1.00 Lot Installation 1.00 Lot X. Control Room Structure Excavation 45.21 Cu.m Structure Backfill 12.40 Cu.m Gravel Blanket (gravel Bedding) 23.50 Cu.m Concrete 3000 Psi Plain Concrete 4.30 Cu.m Reinforcing Steel Bars (grade 40) 829.10 Kg Masonry Works 4” Concrete Hollow Blocks 70.90 Sq.m Plastering 117.90 Sq.m Roofing And Metal Works 1.00 Ls Doors And Windows 1.00 Unit Ceiling Works 10.10 Sq.m Electrical Works 1.00 Ls Painting Works 85.90 Sq.m Tile Works 9.60 Sq.m Plumbing Works 1.00 Ls Xi. Water Storage Tank Structure Excavation (manual) 78.40 Cu.m Structure Backfill (manual) 12.50 Cu.m Gravel Blanket (gravel Bedding) 21.00 Cu.m Concrete 3000 Psi Plain Concrete 39.00 Cu.m Reinforcing Steel Bars (grade 40) 5,191.00 Kg Roofing And Metal Works 1.00 Ls Cementitious Waterproofing 151.20 Sq.m Xii. Distribution Pipes 1” Ø Hdpe (sdr 17) Supply & Delivery 200.00 M Installation 200.00 M Pipes And Fittings 1.00 Lot 4” Ø Hdpe (sdr 17) Supply & Delivery 37.00 Pc Installation 37.00 Pc Pipes And Fittings 1.00 Lot Painting Works 74.20 Sq.m Xiii. Security Fence Structure Excavation 54.30 Cu.m Structure Backfill 32.10 Cu.m Gravel Blanket (gravel Bedding) 11.10 Cu.m Concrete 3000 Psi Plain Concrete 11.90 Cu.m Reinforcing Steel Bars (grade 40) 1,695.20 Kg Masonry Works 4” Concrete Hollow Blocks 115.50 Sq.m Mortar And Plastering 139.40 Sq.m Galvanized Interlink Mesh (2” X 2”) 310.00 Sq.m Xiv. Canalization Structure Excavation 127.90 Cu.m Structure Backfill 63.70 Cu.m Gravel Blanket (gravel Bedding) 100.00 Cu.m Concrete 2400 Psi Plain Concrete 80.30 Cu.m Reinforcing Steel Bars (grade 40) 2,858.40 Kg Xv. Canal Structures Structure Excavation 42.37 Cu.m Structure Backfill 34.16 Cu.m Concrete 3000 Psi Plain Concrete 13.50 Cu.m Reinforcing Steel Bars (grade 40) 1,158.10 Kg

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.

Details: For several years, we have been witnessing an evolution in the profession of agricultural business managers, making their work more intense, difficult and complex. Living and Working Conditions Characterized by “Strong Physical Constraints, Large Working Hours, Significant Economic Pressure, Environmental and Climatic Constraints”, Without Forgetting “Significant Professional and Social Isolation” Suffered by a Good Number of Agricultural Farmers , Weaken them. In such a context, we are witnessing an increase in situations of unease and a loss of meaning in one's profession. This subject is today at the heart of debates. The Prime Minister, Jean Castex, in March 2020, requested a report on the unhappiness and suicide of farmers from MP Olivier Damaisin. The Report Highlights the Interest in Taking Humans into Account “The Human Side Really Needs to Be Put Back in Place”, “The Entire Human Side is Completely Absent”. It is important that the business manager takes pleasure in his activity and is fulfilled in order to be able to adapt his business to the various changes and sustain his activity. Adasea De La Marne, in partnership with Alice Martinet, Master's student in Occupational Psychology, carried out a study on "The Meaning of Work in Agriculture": 319 Farmers responded to the survey. 49% of farmers surveyed are in a fragile situation: 18% are identified as burn-out and 31% are at risk of burn-out. Thus, the elected officials of the Vivea Champagne-ardenne Committee have decided to launch a specific call for tenders falling within Priority 4 “Developing efficiency and quality of life at work” of Vivea's 2021-2026 Strategic Plan. The objective is to develop training that addresses the connection between efficiency and well-being at work while maintaining company performance.

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.

Details: (please See Latest Baa Announcement Within, Posted02april 2020) this Is A Modification To The Broad Agency Announcement (baa) N00024-19-r-4145 To Extend The Date For Receipt Of White Papers And Full Proposals To 6 February 2028 And Correct Some Administrative Information. Any White Papers That Have Already Been Submitted Do Not Need To Be Resubmitted. Included In This Modification To The Baa Is Revision To The Power Controls Section To Augment The Desired Technology Interests. Included In This Modification To The Baa Is The Identification Of An Electronic Mail Submission Address For White Papers. Included In This Modification To The Baa Is Also A Change To The Identified Procuring Contracting Officer And Contract Specialist. The Navsea 0241 Points Of Contact (poc) Are Changed As Follows: The Primary Point Of Contact Remains Ms. Sakeena Siddiqi, Procuring Contracting Officer, Sakeena.s.siddiqi.civ@us.navy.mil And Secondary Point Of Contact Shall Be Mr. Tyler Pacak, Tyler.pacak@navy.mil. all Other Information Contained In The Prior Announcements Through Apr 02, 2020 Remain Unchanged. (please See Latest Baa Announcement Within, Posted 04 June 2019) i. Administrative Information this Publication Constitutes A Broad Agency Announcement (baa), As Contemplated In Federal Acquisition Regulation (far) 6.102(d)(2). A Formal Request For Proposals (rfp), Solicitation, And/or Additional Information Regarding This Announcement Will Not Be Issued Or Further Announced. This Announcement Will Remain Open For Approximately One Year From The Date Of Publication Or Until Extended Or Replaced By A Successor Baa. Initial Responses To This Announcement Must Be In The Form Of White Papers. Proposals Shall Be Requested Only From Those Offerors Selected As A Result Of The Scientific Review Of The White Papers Made In Accordance With The Evaluation Criteria Specified Herein. White Papers May Be Submitted Any Time During This Period. Awards May Take The Form Of Contracts, Cooperative Agreements, Or Other Transactions Agreements. the Naval Sea Systems Command (navsea) Will Not Issue Paper Copies Of This Announcement. Navsea Reserves The Right To Select For Proposal Submission All, Some, Or None From Among The White Papers Submitted In Response To This Announcement. For Those Who Are Requested To Submit Proposals, Navsea Reserves The Right To Award All, Some, Or None Of The Proposals Received Under This Baa. Navsea Provides No Funding For Direct Reimbursement Of White Paper Or Proposal Development Costs. Technical And Cost Proposals (or Any Other Material) Submitted In Response To This Baa Will Not Be Returned. It Is The Policy Of Navsea To Treat All White Papers And Proposals As Competition Sensitive Information And To Disclose Their Contents Only For The Purposes Of Evaluation. white Papers Submitted Under N00024-10-r-4215 That Have Not Resulted In A Request For A Proposal Are Hereby Considered Closed-out And No Further Action Will Be Taken On Them. Unsuccessful Offerors Under N00024-10-r- 4215 Are Encouraged To Review This Baa For Relevance And Resubmit If The Technology Proposed Meets The Criteria Below. Contract Awards Made Under N00024-10-r-4215 And Under This Baa Will Be Announced Following The Announcement Criteria Set Forth In The Far. ii. General Information 1. Agency Name naval Sea Systems Command (navsea) 1333 Isaac Hull Ave Se washington, Dc 20376 2. Research Opportunity Title research And Development Of Naval Power And Energy Systems 3. Response Date this Announcement Will Remain Open Through The Response Date Indicated Or Until Extended Or Replaced By A Successor Baa. White Papers May Be Submitted Any Time During This Period. 4. Research Opportunity Description 4.1 Summary navsea, On Behalf Of The Electric Ships Office (pms 460, Organizationally A Part Of The Program Executive Office Ships) Is Interested In White Papers For Long And Short Term Research And Development (r&d) Projects That Offer Potential For Advancement And Improvements In Current And Future Shipboard Electric Power And Energy Systems At The Major Component, Subsystem And System Level. The Mission Of Pms 460 Is To Develop And Provide Smaller, Simpler, More Affordable, And More Capable Ship Power Systems To The Navy By Defining Open Architectures, Developing Common Components, And Focusing Navy, Industry, And Academia Investments. Pms 460 Will Provide Leadership Of The Developments Identified As Part Of This Baa, Will Direct The Transition Of Associated Technologies Developed By The Office Of Naval Research (onr), And Will Manage The Technology Portfolio Represented By Program Element (pe) 0603573n (advanced Surface Machinery Systems) For Transition Into Existing And Future Navy Ships. 4.2 Naval Power And Energy Systems Technology Development Roadmap naval Power And Energy Systems Are Described In Detail In The 2019 Naval Power And Energy Systems Technology Development Roadmap (npes Tdr). The Npes Tdr Focuses And Aligns The Power System Investments For The Navy, Defense Department, Industry And Academia To Guide Future Research And Development Investments To Enable The Navy To Leverage These Investments To Meet Its Future Needs More Affordably. Included In The Npes Tdr Are Specific Recommendations And Opportunities For Near, Mid And Long Term Investments, With A Renewed Focus On Energy Management. These Opportunities Range From An Energy Magazine To Support Advanced Weapons And Sensors To The Development Of An Integrated Power And Energy System (ipes). The Npes Tdr Aligns Electric Power System Developments With War Fighter Needs And Enables Capability-based Budgeting. The Npes Tdr Is Responding To The Emerging Needs Of The Navy, And While The Plan Is Specific In Its Recommendations, It Is Inherently Flexible Enough To Adapt To The Changing Requirements And Threats That May Influence The 30-year Ship Acquisition Plan. The First Section Of The Roadmap Establishes Why Npes Are A Critical Part Of The Kill Chain Based On The Capabilities Desired By The Navy In The Near Term, As Well As Supporting Future Platforms In The Navys 30-year Shipbuilding Plan. The Second Section Of The Roadmap Presents Power And Energy Requirements That Are Derived From Mission Systems Necessary To Support Future Warfighting Needs. The Third Section Describes Required Initiatives Based On Capabilities And The Projected Electrical Requirements Of The Future Ships. 4.3 Focus Areas the Areas Of Focus For This Baa Include, But Are Not Limited To, The "fydp/near-term" Activities As Described Throughout The Npes Tdr; The Analysis, Development, Risk Reduction And Demonstration Of Future Shipboard (both Manned And Unmanned) Electric Power Systems And Components, Emphasizing Shipboard Power Generation, Electric Propulsion, Power Conversion, Energy Storage, Distribution And Control; Power Quality, Continuity, And System Stability; Electric Power System And Component Level Modeling And Simulation; Energy Storage Technologies; Electrical System Survivability; And Power System Simplicity, Upgradeability, Flexibility, And Ruggedness. The Integrated Power And Energy System (ipes) Architecture Provides The Framework For Partitioning The Equipment And Software Into Modules And Defines Functional Elements And The Power/control And Information Relationships Between Them. For Power Generation, High Power Distribution, Propulsion, And Large Loads, The Architecture Includes Medium Voltage Ac Power (with Emphasis On Affordability), And Medium Voltage Dc Power (with Emphasis On Power Density And Fault Management). For Ship Service Electrical Loads, The Architecture Includes Zonal Electrical Distribution Which May Be Either Ac Or Dc, Depending Upon The Specific Application. Also Of Particular Interest Are Technologies That Result In Significant Energy Efficiency, Power Density Improvements And/or Carbon Footprint Improvements Over Existing Propulsion And Power System Technologies. The Npes Tdr Partitions The Power System In To Functional Areas That Include The Following. 4.3.1 Energy Storage energy Storage Modules May Support Short Duration To Long Duration Energy Storage Applications, Which Utilize A Combination Of Technologies To Minimize Power Quality And Continuity Impacts Across The System. For The Short Duration Energy Storage Applications, The Module Should Provide Hold-up Power To Uninterruptible Loads For Fault Clearing And Transient Isolation, As Well As Load Leveling For Pulse Power Loads. For The Mid Duration, The Module Should Provide Up To Approximately 3mw (100 - 150 Kw-hr) Of Standby Power For Pulse Power Loads While Also Providing Continuity Of Operations For A Subset Of Equipment Between Uninterruptible And Full Ships Load (including Emergency Power Generation Starting In A Dark Ship Condition). For Long Duration Applications, Energy Storage Modules Should Provide The Required Power As An Emergency Backup System Or To Provide Increased Stealth For Specialty Equipment. The Required Duration For This Type Of Application May Extend Up To Days Or Longer, And May Be Intermittent Or Continuous. A Number Of Energy Storage Technologies For Future Ship Applications Are Of Interest To The Navy, Including Various Electrochemical, Capacitor-based, Or Rotating Discussed Below: a. Capacitor: Electrochemical Capacitor Improvements Continue To Focus On Improving Energy Density While Maintaining Inherently High-power Density. Design Improvements Include Development And Integration Of Higher Temperature Films, Advanced Electrolytes, Advanced Electrode Materials, And Minimizing Equivalent Series Resistance (esr). b. Rotating: The Navy Has Interest In The Investment From The Transportation Industry In Flywheel Systems That Can Handle Gyroscopic Forces Continues To Support Flywheel Usage In Commercial Rail And Ground Transportation. Additional Factors Of Interest To The Navy Include Safety, Recharge/discharge Rates, Ship Motion Impacts, Environmental Impacts And Control. c. Electrochemical: Factors Of Interest To The Navy With Respect To Electrochemical Energy Storage Include The Ability To Maintain State Of Charge When Not In Use; Change In Voltage Versus State Of Charge; Charge And Discharge Capability; The Temporary Or Permanent Loss Of Capacity Due To Repeated Shallow Discharges; The Ability To Shallow Charge And Discharge Or Partially Charge Intermittently During A Discharge; Battery Life Considerations Such As Service-life, Cycle Life, And Shelf-life; Off-gas Properties That Affect The Level Of Ventilation And Associated Auxiliary Systems; And Safety Enhancements To Support Qualification For Use Onboard Us Navy Ships. near Term Navy Interests Are In The Area Of Common And Scalable Hardware And Software Elements Which Enable Advanced Weapons And Sensors And In Understanding The Sizing Algorithms For How To Optimize Energy Storage Sizing Against Various Competing System Requirements (short Duration/high Power Vs. Long Duration/low Power, For Example. The Specific Design Issues To Be Considered Include Reliability, Volumetric And Gravimetric Power And Energy Densities, Differentiating Between High Levels Of Stored Energy And High Energy Density. The Relevant Information Required For Characterizing Technology Performance Include: Technology Readiness Level (trl) Of Components And Systems; Production Capability; Safety Evaluation And Qualifications Performed On Relevant Subsystems Or Components (any Hazard Analyses Of Systems Designs As Relevant To Notional Applications); Other Military Application Of The Devices; Energy Storage Management System Approach; Thermal Characteristics, Constraints, And Cooling Requirements; Auxiliary Requirements (load); Device Impedance (heat Generation Characteristics); And Device Efficiency (discharge/recharge). 4.3.2 Power Conversion industry Continues To Drive Towards Increased Power Density, Increased Efficiency, Higher Switching Frequencies, And Refined Topologies With Associated Control Schemes. Innovation In Power Conversion From The Development And Implementation Of Wide-bandgap Devices, Such As Silicon Carbide (sic), Promise Reduction In Losses Many Times Over Silicon. The Use Of High Frequency Transformers Can Provide Galvanic Isolation With Reduced Size And Weight Compared To Traditional Transformers. Advances In Cooling Methods Will Be Required To Handle Larger Heat Loads Associated With Higher Power Operation. a Typical Navy Power Conversion Module Might Consist Of A Solid State Power Converter And/or A Transformer. Advanced Topologies And Technologies, Such As The Application Of Wide Band Gap Devices, Are Of Particular Interest. Navy Interests Are In The Area Of Innovative Approaches To Address Converting High Voltage Ac/dc To 1000 Vdc With Power Levels On The Order Of 3mw Or Larger. The Specific Design Issues To Be Considered Include Modularity, Open Architecture (focusing On Future Power System Flexibility And The Ability Of A Conversion Module Within A Ships Power System To Be Replaced/ Upgraded In Support Of Lifecycle Mission System Upgrades), Reliability, Cost, And Conversion Efficiency. Areas Of Interest Include More Power-dense Converters Supporting Advanced Mission Systems And Prototyping Of Full Scale Conversion Based On Second Generation Wide-bandgap Devices. 4.3.3 Power Distribution power Distribution Typically Consists Of Bus Duct/ Bus Pipe, Cables, Connections, Switchgear And Fault Protection Equipment, Load Centers, And Other Hardware Necessary To Deliver Power From Generators To Loads. Industry Has Used Medium Voltage Dc (mvdc) Transmission As A Method To Reduce Losses Across Long Distances. Complementarily, Industry Is Developing Mvdc Circuit Protection For Use In Mvdc Transmission Variants Of Approximately 50, 100, And 150 Megawatts (mw) At Transmission Voltages Of 20 To 50 Kvdc. Analysis Includes Modeling And Simulation To Determine Methods For Assessing The Benefits Of Dc Vs Ac Undersea Transmission And Distribution Systems For Offshore Oil And Gas. Industry And Academia Continue To Invest Resources In Advanced Conductors That Have Applications In Power Distribution, Power Generation, And Propulsion. Research Is Focused On Using Carbon Nanotubes. The Development Of A Room Temperature, Lightweight, Low Resistance Conductor Is Of Great Interest To The Navy. areas Of Interest Include Development Of An Mvdc Distribution System Up To 12 Kvdc To Meet Maximum Load Demands; Design Of An Appropriate In-zone Distribution System Architecture; Development Of High Speed 1 Kvdc And 12 Kvdc Solid State Circuit Protection Devices That Are Ship Ready, And Advanced Conductors Capable Of Supporting Power Distribution. 4.3.4 Prime Movers (including Power Generation) power Generation Converts Fuel Into Electrical Power. A Typical Power Generation Module Might Consist Of A Gas Turbine Or Diesel Engine (prime Mover), A Generator (see Rotating Machine Discussion Below), A Rectifier (either Active Or Passive), Auxiliary Support Sub-modules And Module Controls. Other Possible Power Generation Technologies Include Propulsion Derived Ship Service (pdss), Fuel Cells, Or Other Direct Energy Conversion Concepts. Power Generation Concepts Include 60 Hz Wound Rotor Synchronous Generator Driven Directly By A Marine Gas Turbine (up To 30 Mva Rating); Commercially Derived Or Militarized Design Variants Of The Above; And Higher Speed, Higher Frequency, High Power Density Variants Of The Above With High Speed Or Geared Turbine Drive. Npes Dc Technologies Permit Prime Movers And Other Electrical Sources (such As Energy Storage) To Operate At Different, Non-60hz Electrical Frequency Speeds, Improving Survivability, Resiliency, And Operational Availability. Energy Storage That Is Fully Integrated With The Power Generation Can Enable Uninterrupted Power To High Priority Loads, Mission Systems That Reduce Susceptibility, And Damage Control Systems To Enable Enhanced Recoverability. the Specific Design Issues To Be Considered Include Fuel Efficiency, Module Level Power Density, Machine Insulation System Characteristics, Size, Weight, Cost, Maintainability, Availability, Harmonic Loading, Voltage, Power, System Grounding Approaches, Fault Protection, Response To Large Dynamic (step) Or Pulse Type Loading Originated From Ship Propulsion Or Directed Energy/electromagnetic Weapons, Interface To Main Or Ship Service Bus, Autonomy, Limited Maintenance, And Commercial Availability. Navy Interests Are In The Area Of Innovative Approaches To Power Generation In The 5 To 30 Mw Range, Utilizing Gas Turbines, Diesel Engines And Other Emerging Power Technologies That Address Challenges Associated With Achieving Reduced Fuel Consumption, Decreased Life Cycle And Acquisition Cost, Support Of Ship Integration, Enable Flexibility, Enable Power Upgrades, And Improved Environmental Compliance. Near Term Navy Interest Includes 10-30 Mw (nominally 25 Mw) Output Power Rating And The Power Generation Source Able To Supply Two Independent Electrical Buses (where Abnormal Conditions, Including Pulsed/stochastic Loads, On One Bus Do Not Impact The Other Bus) At 12 Kvdc (while Also Considering 6kvdc, 18kvdc, And 1 Kvdc). Enhanced Fuel Injection, Higher Operating Temperatures And Pressures, And Optimized Thermal Management Are Critical For Future Prime Movers. Advanced Controls For Increased Efficiency, Reduced Maintenance, And Increased Reliability Include Implementation Of Digital Controls; Autonomous And Unmanned Power Control; Enhanced Engine Monitoring, Diagnostics, And Prognostics; And Distributed Controls. Advanced Designs For Increased Efficiency Include New Applications Of Thermodynamic Cycles Such As Humphrey/atkinson Cycle For Gas Turbines And Diesels And Miller Cycle For Diesel. the Navy Is Interested In Developing A Knowledge Bank Of Information On Potential Generator Sets, Generator Electrical Interface Requirements, And The Impacts Of Those Requirements On Generator Set Performance And Size, As A Logical Next Step From The Request For Information Released Under Announcement N00024-16-r-4205. A Long-term Goal For This Effort Is To Maximize Military Effectiveness Through Design Choice And Configuration Option Flexibility When Developing Next-generation Distribution Plants. The Power Generation Source Should Fit Within The Length Of A Typical Engine Room (46 Feet, Including Allowances For Any Needed Maintenance And Component Removal). The Power Generation Source Is Expected To Have The Ability To: Control Steady-state Voltage-current Characteristic For Its Interface; To Maintain Stability; And To Adjust Control Set-points From System Level Controllers. For Any Proposed Design Approach, Initial Efforts Would Include Conceptual Design Trade Studies That Inform The Performance Level That Can Be Achieved. Trade Studies May Address Pulsed Load Capability (generator/rectifier Design To Increase Pulse Load Capability, Engine Speed Variation Limits, And Impact Of Cyclic Pulse Load On Component Life); Power Density (cost Vs. Benefits Of High Speed Or High Frequency, Mounting On Common Skid, And Advanced Cooling Concepts); Single Vs. Dual Outputs (continuous Vs. Pulse Rating For Each Output, Voltage Regulation With Shared Field, And Control Of Load Sharing); Efficiency (part Load Vs. Full Load Optimization, Flexible Speed Regulation, Impact Of Intake And Exhaust Duct Size/pressure Drop On Engine Efficiency); Power Quality (voltage Transient, Voltage Modulation For Step, Pulse Loads, Impact Of Voltage And Current Ripple Requirements, And Common Mode Current); Pgm Controls (prime Mover Speed Vs. Generator Field Vs. Rectifier Active Phase Angle Control, And Pulse Anticipation); Stability When Operating In Parallel With Other Sources; Short Circuit Requirements; And Dark Ship Start Capability (self-contained Support Auxiliaries). Trade Studies May Also Address How Rotational Energy Storage Can Be Built Into The Design Of The Generator Or Added To The Generator And What Parameters Need To Be Defined In Order To Exploit This Capability. Development Of Advanced Coatings And Materials That Support High Temperature Operations Of A Gas Turbine Is Also Of Interest. Energy Harvesting To Convert Heat Energy And Specifically Low Quality Heat Energy To Electricity Using Solid State Components Is Also Of Interest To The Navy. 4.3.5 Rotating Machines (including Generators And Propulsion Motors) recent Trends In Electrical Machines Include Neural Networks; Artificial Intelligence; Expert System; Fiber Communications And Integrated Electronics; New Ceramic Conducting And Dielectric Materials; And Magnetic Levitation. High Temperature Superconducting Rotors Have Higher Power Density Than Their Induction And Synchronous Rotor Counterparts. Wind Power Generators Eliminate Excitation Losses Which Can Account For 30% Of Total Generator Losses. The Offshore Wind Power Industry Is Moving To Larger Power Wind Tower Generators In The 10mw Class. Advanced Low Resistance Room Temperature Wire And Hts Shows Promise For These Higher Power Levels Because Of Low Excitation Losses And Low Weight Due To Reduction In Stator And Rotor Iron. Hts Motors May Be Up To 50% Smaller And Lighter Than Traditional Iron-core And Copper Machines. They Have Reduced Harmonic Vibrations Due To Minimization Of Flux Path Iron And Have Mitigated Thermal Cycling Failures Due To Precision Control Of Temperature. propulsion Motor Concepts Of Interest To The Navy Include Permanent Magnet Motors (radial Air Gap, Axial Air Gap, Or Transverse Flux), Induction Motors (wound Rotor Or Squirrel Cage), Superconducting Field Type (homopolar Dc Or Synchronous Ac). The Drivers And Issues Associated With These Designs Include Acoustic Signature, Noise (requirements, Limitations, Modeling, Sources, And Mitigation Methods), Shock, Vibration, Thermal Management, Manufacturing Infrastructure, Machine Insulation System Characteristics, Commercial Commonality, Platform Commonality, Cost, Torque, Power, Weight, Diameter, Length, Voltage, Motor Configuration, And Ship Arrangements Constraints. Motor Drives That May Be Explored Include Cyclo-converter (with Variations In Control And Power Device Types), Pulse Width Modulated Converter/inverter (with Many Variations In Topology), Switching (hard Switched, Soft Switched), And Matrix Converter (with Variations In Control, Topology, Cooling, Power Device Type). Technologies For Drives And Rotating Machines Which Allow The Ability To Operate As A Motor And A Generator To Facilitate A Pdss Installation Or On A Fully Integrated Power System To Leverage The Inherent Energy Storage In The Ship's Motion May Be Explored. Integrated Motor/propulsor Concepts May Be Considered Either As Aft-mounted Main Propulsion Or As A Forward Propulsor Capable Of Propelling A Ship At A Tactically Useful Speed. Areas Of Interest For Future Rotating Machines Include Increased Magnetic Material Flux Carrying Or Flux Generation Capacity; Improved Electrical Insulation Material And Insulation System Dielectric Strength; Increased Mechanical Strength, Increased Thermal Conductivity, And Reduced Sensitivity To Temperature; Improved Structural Materials And Design Concepts That Accept Higher Torsional And Electromagnetically Induced Stress; Innovative And Aggressive Cooling To Allow Improved Thermal Management And Increased Current Loading; Increased Electrical Conductor Current Carrying Capacity And Loss Reduction. 4.3.6 Cooling And Thermal Management as The Demand And Complexity Of High Energy Loads Increases, So Does The Demand And Complexity Of Thermal Management Solutions. Assessing And Optimizing The Effectiveness Of A Thermal Management System Requires The Analysis Of Thermal Energy Acquisition, Thermal Energy Transport, And Thermal Energy Rejection, Storage, And Conversion. The Design Of The Thermal Management System Aims To Transfer The Thermal Energy Loads At The Sources To The Sinks In The Most Efficient Manner. areas Of Interest To The Navy With Respect To Cooling And Thermal Management Include The Application Of Two Phased Cooling And Other Advanced Cooling Techniques To Power Electronics And Other Npes Components And Innovative Approaches To Manage Overall Ship Thermal Management Issues Including Advanced Thermal Architectures, Thermal Energy Storage Systems, Increases In Efficiency, And Advanced Control Philosophies. 4.3.7 Power Controls controls Manage Power And Energy Flow Within The Ship To Ensure Delivery To The Right Load In The Right Form At The Right Time. Supervisory Power System Control Typically Resides On An External Distributed Computer System And Therefore Does Not Include Hardware Elements Unless Specialized Hardware Is Required. The Challenge To Implement Tactical Energy Management (tem) Is To Integrate Energy Storage, Power Generation, And Interfaces With Advanced Warfighting Systems And Controls. Tem Is Critical To Enabling Full Utilization Of The Capabilities Possible From Technologies Under Development. The State Complexity And Combat Engagement Timelines For Notional Future Warfighting Scenarios Are Expected To Exceed The Cognitive Capacity And Response Times Of Human Operators To Effectively Manage The Electric Plant Via Existing Control System Schema In Support Of Executing Ship Missions. The Survivability Requirements For Military Ships Combined With The Higher Dynamic Power Characterisitics (pulse Load) Characteristics Of Some Mission Systems Will Require More Sophisticated Control Interfaces, Power Management Approaches, And Algorithms Than Are Commercially Available. The Navy Is Pursuing A Long Term Strategy To Create A Unified, Cyber Secure Architecture For Machinery Control Systems That Feature A Common, Reusable, Cyber Hardened Machinery Control Domain Specific Infrastructure Elements; A Mechanism For Transitioning New Technology From A Variety Of Sources In An Efficient And Consistent Manner; And A Mechanism To Provide Life Cycle Updates And Support In A Cost Effective And Timely Manner.tem Controls Will Be Expected To Maintain Awareness Of The Electric Plant Operating State (real Time Modeling); Interface With Ship Mission Planning (external To The Electric Plant Control Systems) For Energy Resource Prioritization, Planning, And Coordination Towards The Identification Of Resource Allocation States That Dynamically Optimize Mission Effectiveness; Identify And Select Optimal Trajectories To Achieving Those Optimal Resource Allocation States; And Actuate The Relevant Electric Plant Components To Move The Electric Plant State Along Those Optimized Trajectories Towards The Optimal Resource Allocation State. Tem Controls Would Enable Reduced Power And Energy System Resource Requirements For A Given Capability (or Improved Capability For A Given Set Of Resources); Increased Adaptability Of The Navy’s Power And Energy System Design To Keep Pace With An Evolving Threat Environment; And Maximized Abilities To Execute The Ship’s Mission. the Navy Is Interested In Potential Applications Of Distributed Control Architectures That Have Led To The Development Of Intelligent Agents That Have Some Autonomous Ability To Reason About System State And Enact Appropriate Control Policies. A Simple Example Of These Agents In A Control System Is The Use Of Autonomous Software Coupled With Smart Meters In A Smart Grid Implementation. The Agents, Smart Meters In This Example, Can Temporarily Shut Off Air Conditioning But Not The Refrigerator In Residences During Grid Peak Power Usage Times When The Cost Per Watt Is Highest On Hot Days. The Agent Software Acts Autonomously Within Its Authority To Comply With Programmed Customer Desires. The Navy Is Interested In Tem Controls Within A Modular Open Systems Architecture Framework Such That They Are Agnostic Of, But Affordably Customizable To, Specific Ship Platforms And Power System Architectures. Tem Controls May Reside Between (i.e. Interface With) Embedded Layers Within Individual Power System Components, Ships’ Supervisory Machinery Control Systems, And Ships’ Mission Planning Systems. Initial Or Further Development Or Modification Of These Interfaces May Be Required To Achieve Desired Performance Behaviors And Characteristics. Tem Controls Are Expected To Develop Within A Model-based System Engineering And Digital Engineering Environment And Will Be Initially Evaluated In A Purely Computational Environment, Representing Navy-developed Shipboard-representative Power And Energy System Architecture(s), But Will Be Progressively Evaluated On Systems With Increasing Levels Of Physical Instantiation (i.e., Controller-hardware-in-loop And Power-hardware-in-loop With Progressive Levels Of Representative Power System Components Physically Instantiated). When Implementing A Tem Based Control Scheme, The Overall Power System Should Increase Installed Power Generation Available To Mission And Auxiliary Loads; Reduce Power System Design Margins; Hone The Installed Stored Energy Required For Mission Critical Capability; And Allow Higher Power Transients (ramp Rates And Step Loads). Other Areas Of Interest To The Navy With Respect To Controls Include Improvements To Traditional Machinery Control And Automation, Advanced Power Management, Cyber Security, And Advanced Controls For Distributed Shared Energy Storage And Maintaining Electrical System Stability. The Navy Is Also Interested In Non-intrusive Load Monitoring, Power System Data Analytics, Real Time System Monitoring And Onboard Analysis And Diagnostics Capabilities. 4.3.8 System Interplay, Interfacing, And Integration increasingly, The Navy Is Recognizing The Need For Incorporating Flexibility And Adaptability Into Initial Ship Designs And Recognizing That The Integration Of New Systems And The Ability To Rapidly Reconfigure Them Will Be An Ongoing Challenge Throughout A Platform's Life Cycle In Order To Maintain Warfighting Relevancy. The Ability To Support Advanced Electrical Payload Warfighting Technologies Requires Not Only Power And Energy Systems Delivered With The Flexibility And Adaptability To Accommodate Them, But A Npes Engineering Enterprise With The Capability And Capacity (knowledge, Labor, And Capital) For Continuous Systems Integration. The Navy Can More Affordably Meet This Challenge By Shifting As Much Effort As Possible Into The Computational Modeling And Simulation Regime. an Integrated Power System (ips) Provides Total Ship Electric Power Including Electric Propulsion, Power Conversion And Distribution, Energy Storage, Combat System Support And Ship Mission Load Interfaces To The Electric Power System. Adding Energy Storage And Advanced Controls To Ips Results In An Integrated Power And Energy System (ipes) In Order To Accommodate Future High Energy Weapons And Sensors. The Ipes Energy Magazine Is Available To Multiple Users, And Provides Enhanced Power Continuity To The Power Distribution System. The Flexibility Of Electric Power Transmission Allows Power Generating Modules With Various Power Ratings To Be Connected To Propulsion Loads And Ship Service In Any Arrangement That Supports The Ships Mission At The Lowest Total Ownership Cost (toc). systems Engineering In Ips/ipes Is Focused On Increasing The Commonality Of Components Used Across Ship Types (both Manned And Unmanned) And In Developing Modules That Will Be Integral To Standardization, Zonal System Architectures, And Generic Shipbuilding Strategies With Standard Interfaces That Are Navy-controlled. Ipes Offers The Potential To Reduce Signatures By Changing The Frequency And Amplitude Of Acoustic And Electromagnetic Emissions. Integrated Energy Storage Can Reduce Observability By Enabling The Reduction And Elimination Of Prime Movers, Thereby Reducing Thermal And Acoustic Signatures. The Modules Or Components Developed Will Be Assessed For Applicability Both To New Construction And To Back-fit Opportunities That Improve The Energy Efficiency And Mission Effectiveness. areas Of Navy Interest Are To Continuously Improve Ips/ipes By Performing Analysis, Modeling And Simulation, Life Cycle Cost Analysis, Producibility Studies, Module Development, Ship Integration Studies, Architecture Design, Ship Electric Architectures And Support For High Power Weapons Systems Requirements, And Related Efforts. High Level Power System Architectures Are Based On Mvac And Mvdc Power With Attributes Of Power Density, Fault Management, Capability And Affordability. For Ship Service Electrical Loads, The Architecture Includes Zonal Electrical Distribution Which May Be Either Ac Or Dc, Depending Upon The Specific Application. In Addition To A Full Ipes Or Ips Implementation, Hybrid Electric Drive (hed) Where Mechanical Propulsion Is Augmented By Rotating Electric Machinery, Or Additional Power Generation Or Energy Storage May Be Of Interest. The Navy Desires To Understand The Performance And Cost Trade Space That Is Available For The Various Options Of Architecture; Component, System And Controls Technologies; Functional Allocations; And Interfaces. Also Of Interest Are Technologies That Result In Significant Energy Efficiency, Thermal Improvements, Power Density Improvements And/or Carbon Footprint Improvements Over Existing Propulsion And Power System Technologies. Another Area Of Interest For The Navy Is The Interface Definition Between Unique Electrical Loads And The Power System, And The Provision Of Specialty Power To Optimize That Load Interface. Among The Special Load Interfaces That Might Require Development Are Support For Pulsed Power Weapons And Sensors Such As Radar Power Supplies, Electromagnetic Launchers (for Example Electromagnetic Railgun), And Advanced Laser Systems, All Of Which Would Benefit From Optimized Integration With The Shipboard Power System. the Approach To Prototype Hardware Developed Under This Baa Is That It Fosters Modularity And Scalability (so That Families Of Products May Be Leveraged To Multiple Potential Applications) And Shall Accommodate An Open System Architecture Where Interfaces Are Well Defined And Mutually Accepted. The Navy Is Interested In Both Near Term Solutions That Have The Potential For Rapid Transition To A High Technology Readiness Level (trl) As Well As Longer Term Technology Pushes That Advance The Science And Would Enable A Future Compact Shipboard System. Risk Reducing Technology Prototype Demonstrations In The Near Term Are Encouraged. An Evaluation Of Emerging Technologies For Ship Applications (such As Energy Storage, Support For High Energy Weapons, Support For High Power Radars, High-speed Generators, And Advanced Power Electronics) To Determine Future Feasibility And Development Requirements Is Also Of Great Interest. Development Of Advanced Design Tools And Power System Specifications And Standards Is Also Key To Ensuring New Power Systems Will Integrate Aboard Ship. The Navy Is Interested In A Model-based Approach To Power System Engineering, From Early Concept System Architecture Trade Studies And Trade-space Exploration, To Production-ready Performance Specifications For Component And Systems Acquisitions. Particular Technologies And System Concepts Will Need To Be Evaluated In A Common Set Of Modeling Contexts And Environments Standardized Across The Navy Power System Engineering Enterprise. Modeling-enabled Evaluation Of Technology Alternatives And Performance Of System-level Trade Studies Requires That Models Be Delivered With A Sufficient Pedigree Supported By Analysis, Verification, And Validation (e.g., By Subscale Hardware Demonstrations) To Prove The Applicability Of The Models For The Standardized Modeling Contexts And Environments (model Based System Engineering). 5. Point(s) Of Contact all White Papers Shall Be Submitted To All Parties Identified Below: pms 460 Technical Poc: Josh Cushenette joshua.j.cushenette.civ@us.navy.mil navsea 0241 Poc: ms. Sakeena Siddiqi, Procuring Contracting Officer sakeena.s.siddiqi@us.navy.mil mr. Tyler Pacak, Contracting Specialist tyler.pacak@navy.mil iii. Award Information the Amount And Period Of Performance Of Each Selected Proposal Will Vary Depending On The Research Area And The Technical Approach To Be Pursued By The Selected Offeror. iv. Eligibility Information all Responsible Sources From Academia And Industry May Submit White Papers Under This Baa. Awards Under This Baa Will Likely Be Cost Plus Fixed Fee (cpff) And Thus Offerors Are Required To Have A Defense Contract Management Agency (dcma) / Defense Contract Audit Agency (dcaa) Approved Accounting System To Be Eligible For Award Or Evidence That A Pre-award Survey Has Been Initiated With Dcma/dcaa. v. Application And Submission Information 1. Application And Submission Process "white Papers" Are Desired By Navsea In Response To This Solicitation.all White Papers Shall Be Submitted Tonavseavia Email To The Following Address: Joshua.j.cushenette.civ@us.navy.mil. Hard Copy Submissions Are Not Accepted. Those Offerors With White Papers Considered To Have Merit Will Be Requested To Prepare Full Proposals For The Planned Effort As Specified Below. Receipt Of All White Papers Will Be Acknowledged By The Technical Point Of Contact Listed Above. White Papers Will Be Retained By The Navy And, Should An Application And Associated Funding Be Identified For The Concept Proposed, Additional Responses Will Be Requested Of The Offeror. 2. General Information For White Papers/full Proposals the White Papers And Proposals Submitted Under This Baa Are Expected To Be Unclassified. White Paper And Proposal Submissions Will Be Protected From Unauthorized Disclosure In Accordance With Far 15.207, Applicable Law, And Department Of Defense (dod)/department Of Navy (don) Regulations. Offerors Are Expected To Appropriately Mark Each Page Of Their Submission That Contains Proprietary Information. 2.1. White Papers 2.1.1 White Paper Format paper Size Shall Be No Larger Than 8.5" X 11" Paper With No Less Than 1" Margins On All Sides. The Font Shall Not Be Less Than 12 Point. The Format Of The Submission Shall Be One Electronic Copy In Microsoftword Or Excel Compatible Or .pdf Format. The Page Limit For White Papers Shall Be No Longer Than Twenty-five (25) Pages And Only Contain Information Necessary To Describe The Proposed Technical Concept And Comply With Content Requirements For The White Papers Stated Herein. 2.1.2 White Paper Content 2.1.2.1 Cover Page the Cover Page Shall Be Labeled "white Paper," And Shall Include The Baa Number, Proposed Title, Thecompany Technical/administrative Points Of Contact With Telephone Numbers And E-mail Addresses, The Company Commercial And Government Entity (cage) Code, Which Module Or Modules The White Paper Is Relevant To From The Research Opportunity Section Above (section Ii Paragraph 4), And The Names And Contact Information (if Known) Of The Assigned Dcma Administrative Contracting Officer (aco). 2.1.2.2 Technical Concept/naval Relevance the Technical Concept Shall Include A Description Of The Technology Innovation And Associated Technical Risk Areas. This Section Also Includes A Description Of The Potential Naval Relevance And Contributions Of The Proposed Effort To Improvement In The Performance Of Npes As Defined In The Npes Tdr. This Section May Include A Plan For Demonstrating And Evaluating The Operational Effectiveness Of The Offeror's Proposed Products Or Processes In Field Experiments And/or Tests In A Simulated Environment. 2.1.2.3 Capabilities; Related Experience And Past Performance, And Facilities the Capabilities Section Shall Describe Past Experience And Facilities That Demonstrate Yourcompany Ability To Complete The Scope Identified In The White Paper. This Section Shall Include Evidence Of The Company's Capabilities To Demonstrate The Technology Innovation Proposed. Offerors Shall Provide All Relevant Past Performance For Similar Or Related Work Under Contracts Currently Being Performed Or Completed During The Last Three (3) Years. The Offeror May Include Federal, State And Local Government And Private Sector Contracts. Offerors That Represent Newly Formed Entities, Without Prior Contract Experience, Should Identify Previous Contract And Subcontract Experience For All Principal Investigators Identified In The Proposal. This Section Will Not Be Counted Against The Page Limits Noted In Paragraph 2.1.1 Above. The Following Information For Each Such Contract Shall Be Provided: a. Contract Number b. Customer/agency c. Contracting Officer And Technical Point Of Contact (names And Phone Numbers) d. Brief Description Of Scope Of Work And Deliverables e. Contract Type f. Award Price/final Price g. Period Of Performance 2.1.2.4 Cost And Development Schedule the White Paper Should Identify The Total Estimated Cost And The Notional Development Timeline Of The Effort Proposed In The White Paper And A Brief Rational For How You Established This Rough Order Of Magnitude (rom) Cost Estimate. The Page Limit For The Estimated Cost And Schedule Information Shall Not Exceed One (1) Page; No Larger Than 8.5" X 11" When Printed On Paper With No Less Than 1" Margins On All Sides; And The Font Shall Not Be Less Than 12 Point. The Estimated Cost And Schedule Section Will Not Be Counted Against The Page Limits Noted In Paragraph 2.1.1 Above. For Planning Purposes, Depending Upon The Nature Of The Technology Being Proposed, A Contract That May Result From The White Paper Could Be Staged Using Multiple Phases, Starting With Concept Exploration And Technology Characterization. Should The Concept Prove Meritorious, Options May Be Included To Take The Technology/approach Through A Design And Prototype/software Build. The Total Potential Contract Period Of Performance Cannot Exceed Five (5) Years. 2.1.2.5 Assertion Of Data Rights include Here A Summary Of Any Proprietary Rights (limited/restricted) To Pre-existing Results, Prototypes, Or Systems Supporting And/or Necessary For The Use Of The Research, Results, And/or Prototype. If There Are Proprietary Rights, The Offeror Must Explain How These Affect Its Ability To Deliver Subsystems For Integration. Additionally, Offerors Must Explain How The Program Goals Are Achievable In Light Of These Proprietary And/or Restrictive Limitations. If There Are No Claims Of Proprietary Rights In Pre-existing Data, This Section Shall Consist Of A Statement To That Effect. In Order For A Data Rights Assertions List To Be Accepted By The Government And Included As An Attachment To A Contract, The Dfars (252.227-7013 And 252.227-7014) Requires That The Information Be Listed In A Table Having Four Columns. In The First Column, Technical Data To Be Furnished With Restrictions, For Non-commercial Technical Data Items, Both The Item And The Technical Data Pertaining To That Item Must Be Listed. Also, The Assertion Must Be Made At The Lowest Component Level. And Since Technical Data Is Defined As "recorded Information Of A Scientific Or Technical Nature", A Document Where The Technical Data Is Recorded Must Also Be Listed. This Is Usually, But Not Always, A Drawing Number. Non-commercial Computer Software Items Should Similarly Be Listed At The Lowest Practicable Subroutine Level And Should Also List A Version Number. 2.1.2.6 Accounting System Documentation the White Paper Shall Include Evidence Of An Approved Accounting System Or Evidence That A Pre-award Survey Has Been Initiated With Dcma/dcaa For An Approved Accounting System. 2.2 Full Proposals Format And Content once A White Paper Topic Has Been Selected To Proceed To The Next Step, The Contracting Officer Will Issue A Request For Proposal (rfp) Letter With Additional Detail On The Required Content Of The Proposal, Page Limitations, And Due Dates. The Rfp Letter Will Also Provide Details Of The Notional Statement Of Work For The Effort, Including A Level Of Effort For Related Engineering Services As Described Above; Any Optional Phases; A Description Of The Required Deliverable Data; And The Required Contents And Details Of The Cost Volume. 2.2.1 Associated Engineering Services the Potential Contract, At The Option Of The Government, May Also Include The Services Of Qualified Engineers/technicians And Management Functions To Perform Engineering Support For Follow-on Investigations, Additional Trade Studies, Participation In Navy Directed Interface Working Groups (iwg) To Assess The Technology Implementation In Shipboard Applications, And Hardware Evaluations To Determine The Effectiveness Of The New Technologies Developed Under The Basic Effort. This Level Of Effort Shall Not Be Included In The White Paper Submission, But May, At The Option Of The Government, Be Included In Any Resultant Contract. The Nature Of The Services To Be Performed Shall Be Integrally Related To The Core Scope Of The Contract, Shall Form A Logical Extension Of The Work Otherwise Performed (such As Completion Of Testing Of Articles Developed Or Extending The Performance Capability Of The Articles Developed), Or Shall Provide Amplifying Details Of The Articles Or Technologies Beyond That Otherwise Required And Shall Result In A Specific End-product, Such As A Report. Funding For Engineering Services May Be From R&d, Ship Construction, Operation & Maintenance; Or Other Procurement Sources As May Be Appropriate For The Follow-on Activity Required, But Shall Not Be Used For Production Of Any Technology Proposed. vi. Evaluation Information 1. Evaluation Criteria 1.1 White Papers evaluation Of The "white Papers" Will Be Based On A Competitive Selection Resulting From A Scientific Review Using The Following Evaluation Criteria: criteria 1: Overall Scientific And Technical Merits Of The Concept Proposed And The Potential Naval Relevance And Contributions Of The Effort To The Improved Performance Of Npes Modules And Architectures Within A Reasonable Development Schedule. criteria 2: Potential Risks To The Development And Future Acquisition Associated With The Assertion Of Data Rights. criteria 3: Capabilities; Related Experience And Past Performance; And Facilities criteria 4: Potential Risks To The Development Associated With The Length Of The Development Schedule And The Availability Of Funds To Complete All Proposed Tasks. selection Of The Offeror(s) From Which Rfps Will Be Issued Will Be Based Upon Thegovernments Assessment Of The Criteria Above And The Availability Of Funds To Accomplish The Proposed Effort. White Papers Submitted Under This Baa Will Be Protected From Unauthorized Disclosure In Accordance With Far 3.104-5 And 15.207. The Cognizant Government Experts Will Perform The Evaluation Of Technical Proposals. 1.2 Ratings Used For Scientific Review 1.2.1 Criteria 1 overall Scientific And Technical Merits And Potential Naval Relevance Of The Concept. rating = Excellent: Research Proposal Demonstrates High Potential For Providing Technological Advancement Relative To The Baselines Described In The 2019 Npes Tdr With A Reasonable Amount Of Developmental Risk. Research Proposal Demonstrates High Potential For Direct Application To A Future Npes Ship And/or Will Significantly Improve The Performance Of Npes Modules And/or Architectures. rating = Good: Research Proposal Demonstrates Moderate Potential For Providing Technological Advancement Relative To The Baselines Described In The 2019 Npes Tdr With A Reasonable Amount Of Development Risk. Research Proposal Demonstrates Moderate Potential For Direct Application To A Future Npes Ship And/or Will Probably Improve The Performance Of Npes Modules And/or Architectures. rating = Poor: Research Proposal Demonstrates Low Potential For Providing Technological Advancement Relative To The Baselines Described In The 2019 Npes Tdr With A Reasonable Amount Of Development Risk And/or Have An Unreasonable Amount Of Development Risk. Research Proposal Demonstrates Low Potential For Direct Application Of A Future Npes Ship And/or Will Not Significantly Improve The Performance Of Npes Modules And/or Architectures. 1.2.2. Criteria 2 potential Risks To The Development And Future Acquisition Associated With The Assertion Of Data Rights. rating = Excellent: There Is Low Or No Risk That The Level Of Data Rights Proposed Would Limit Thegovernments Ability To Use The Technical Data Generated During The Performance Of The Contract As Part Of A Technical Data Package For Future Competitive Development Or Production Efforts. rating = Good: There Is Moderate Risk That The Level Of Data Rights Proposed Would Limit Thegovernments Ability To Use The Technical Data Generated During The Performance Of The Contract As Part Of A Technical Data Package For Future Competitive Development Or Production Efforts. rating = Poor: There Is High Risk That The Level Of Data Rights Proposed Would Limit Thegovernments Ability To Use The Technical Data Generated During The Performance Of The Contract As Part Of A Technical Data Package For Future Competitive Development Or Production Efforts. 1.2.3 Criteria 3 capabilities; Related Experience And Past Performance; Facilities; Techniques; And Qualifications, Capabilities And Experience Of The Proposed Principal Investigator / Team Leader. rating = Acceptable: Based On The Offerors Performance Record, The Government Has A Reasonable Expectation That The Offeror Will Successfully Perform The Required Effort, Or The Offeror's Performance Record Is Unknown. In The Case Of An Offeror Without A Record Of Relevant Past Performance Or For Whom Information On Past Performance Is Not Available Or So Sparse That No Meaningful Past Performance Rating Can Be Reasonably Assigned, The Offeror May Not Be Evaluated Favorably Or Unfavorably On Past Performance (see Far 15.305 (a)(2)(iv)). Therefore, The Offeror Shall Be Determined To Have Unknown (or "neutral") Past Performance. In The Context Of Acceptability/unacceptability, A Neutral Rating Shall Be Considered "acceptable." rating = Unacceptable: Based On The Offerors Performance Record, The Government Does Not Have A Reasonable Expectation That The Offeror Will Be Able To Successfully Perform The Required Effort. 1.2.4. Criteria 4 potential Risks To The Development Associated With The Length Of The Development Schedule And The Availability Of Funds To Complete All Proposed Tasks. rating = Excellent: There Is Low Or No Risk That The Technology Development Timelines And The Availability Of Funds Necessary To Conduct The Development Would Not Support The Governments Ability To Transition The Technology Development For Future Competitive Development Or Production Efforts. rating = Good: There Is Moderate Risk That The Technology Development Timelines And The Availability Of Funds Necessary To Conduct The Development Would Not Support The Governments Ability To Transition The Technology Development For Future Competitive Development Or Production Efforts. rating = Poor: There Is High Risk That The Technology Development Timelines And The Availability Of Funds Necessary To Conduct The Development Would Not Support The Governments Ability To Transition The Technology Development For Future Competitive Development Or Production Efforts. vii. Security Classification in Order To Facilitate Intra-program Collaboration And Technology Transfer, The Government Will Attempt To Enable Technology Developers To Work At The Unclassified Level To The Maximum Extent Possible. If Access To Classified Material Will Be Required At Any Point During Performance, The Offeror Must Clearly Identify Such Need Prominently In Their Proposal. If Offerors Use Unclassified Data In Their Deliveries And Demonstrations Regarding A Potential Classified Project, They Should Use Methods And Conventions Consistent With Those Used In Classified Environments. Such Conventions Will Permit The Various Subsystems And The Final System To Be More Adaptable In Accommodating Classified Data In The Transition System. contracting Office Address: n00024 Naval Sea Systems Command, Dc 1333 Isaac Hull Avenue S.e. Washington Navy Yard, Dc contracting Office Address: sea 02 1333 Isaac Hull Avenue Se washington Navy Yard, District Of Columbia 20376 United States place Of Performance: tbd united States primary Point Of Contact: ms. Sakeena Siddiqi, Procuring Contracting Officer sakeena.s.siddiqi.civ@us.navy.mil secondary Point Of Contact: mr. Tyler Pacak, Contract Specialist tyler.pacak@navy.mil

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