Fabrication Tenders
Fabrication Tenders
DEPT OF THE NAVY USA Tender
Machinery and Tools
United States
Description: Contact Information|4|n743.6|wvx|564-230-3066|francine.a.pommells.civ@us.navy.mil|
item Unique Identification And Valuation (jan 2023)|19||||||||||||||||||||
higher-level Contract Quality Requirement (navicp Review Feb 1991)(feb 1999)|1|see Specification Sections C And E|
inspection Of Supplies--fixed-price (aug 1996)|2|||
inspection And Acceptance - Short Version|8|x||x||||||
time Of Delivery (june 1997)|20|0001|25|365 Days||||||||||||||||||
general Information-fob-destination|1|b|
wide Area Workflow Payment Instructions (jan 2023)|16|stand-alone Receiving Report - Certifications Combo-receiving Report & Invoice - Material|n/a|tbd|n00104|tbd|n39040 - Certifications, S4306a - Material|n50286|tbd|133.2|n/a|n/a|s4306a - Material|n/a|n/a|see Dd1
423|port_ptnh_wawf_notification@navy.mil|
navy Use Of Abilityone Support Contractor - Release Of Offeror Information (3-18))|1||
equal Opportunity (sep 2016)|2|||
warranty Of Supplies Of A Noncomplex Nature (june 2003)|6|one Year From Date Of Delivery|one Year From Date Of Delivery|||||
warranty Of Data--basic (mar 2014)|2|||
buy American-free Trade Agreements-balance Of Payments Program-basic (feb 2024)|11||||||||||||
notice Of Total Small Business Set-aside (oct 2020)(deviation 2020-o0008)|1||
alternate A, Annual Representations And Certifications (oct 2024)|13||||||||||||||
buy American-free Trade Agreements-balance Of Payments Program Certificate-basic (feb 2024))|5||||||
buy American-balance Of Payments Program Certificate-basic (feb 2024)|1||
annual Representations And Certifications (jan 2025)|13|332722|500||||||||||||
notice Of Priority Rating For National Defense, Emergency Perpardeness, And Enrgy Progam Use (april 2008))|2|x||
1. Data Item A001 (inspection And Test Plan) May Be Waived If Already On Fileat Navsup Wss Mech.
2. Navsup Wss Mech Will Be Considering Past Performance In The Evaluation Ofoffers. See Clause 252.213-7000.
3. The Following Proposed Delivery Schedule Applies:
submission Of All Certification Data Cdrls 20 Days Prior To Delivery.
pnsy Review/acceptance Of Certification Cdrls After Receipt
final Delivery Of Material (365 Days)
please Quote Actual Delivery Days
early And Incremental Delivery Is Acceptable At No Additional Cost To Thegovernment.
4. This Procurement Is Issued Pursuant To Emergency Acquisition Flexibilities.
\
1. Scope
1.1 The Material Covered In This Contract/purchase Order Will Be Used In A Crucial Shipboard System. The Use Of Incorrect Or Defective Material Would Create A High Probability Of Failure Resulting In Serious Personnel Injury, Loss Of Life, Loss Of Vital
shipboard Systems, Or Loss Of The Ship Itself. Therefore, The Material Has Been Designated As Special Emphasis Material (level I, Scope Of Certification, Or Quality Assured) And Special Control Procedures Are Invoked To Ensure Receipt Of Correct Material.
2. Applicable Documents
2.1 Order Of Precedence - In The Event Of A Conflict Between The Text Of This Contract/purchase Order And The References And/or Drawings Cited Herein, The Text Of This Contract/purchase Order Must Take Precedence. Nothing In This Contract/purchase Order,
however, Must Supersede Applicable Laws And Regulations Unless A Specific Exemption Has Been Obtained.
2.2 Applicable Documents - The Document(s) Listed Below Form A Part Of This Contract/purchase Order Including Modifications Or Exclusions.
2.2.1 "document References" Listed Below Must Be Obtained By The Contractor. Ordering Information Is Included As An Attachment To This Contract/purchase Order.
2.2.2 The Documents And Drawings Listed Below Under Drawing No. Are Not Provided With This Contract/purchase Order.
drawing No Cage Rev Distr Cd
;366-59531 66935 E B;
2.2.3 Specification Revisions - The Specification Revisions Listed Under "documents References" Below Are The Preferred Revision. Older And/or Newer R Evisions Are Acceptable When Listed Within Contract Support Library Reference Number Csd155 In Ecds (electric
contractor Data Submission) At: Ht Tps://register.nslc.navy.mil/. This Is To Allow Contractors To Use Certain Acceptable Older Specification Revisions To Purge Their Existing Stock Of Material Certified To Those Older Revisions Or To Use Newer Specification
revisions When Material Is Certified To Newly Released Revisions,without Requiring The Submittal Of Waiver/deviation Requests For Each Specification Revision On Every Contract. Revisions Of Specifications Reflecting Editorial And/or Re-approval (e.g. E2009,
r2014, Etc.) Are Considered Inconsequential, But Are Acceptable When Their Revisions Are Listedwithin Csd155 Or Elsewhere Within This Contract.
document Ref Data=fed-std-h28 | | |b |190424|a| | |
document Ref Data=fed-std-h28 |0020| |b |941221|a| |01|
document Ref Data=ansi/asq Z1.4 | | | |080101|a| | |
document Ref Data=qq-n-286 | | |g |001207|a| | |
document Ref Data=mil-std-792 | | |f |060519|a| | |
document Ref Data=mil-dtl-1222 | | |j |001208|a| | |
document Ref Data=mil-std-2132 | | |d |080310|f| |01|
document Ref Data=iso_9001 | | | |081115|a| | |
document Ref Data=iso10012 | | | |030415|a| | |
document Ref Data=iso/iec 17025 | | | |050515|a| | |
document Ref Data=mil-i-45208 | | |a |810724|a|1 | |
document Ref Data=mil-std-45662 | | |a |880801|a| | |
document Ref Data=ansi/ncsl Z540.3 | | | |130326|a| | |
document Ref Data=t9074-as-gib-010/271 | | |1 |140911|a| | |
3. Requirements
3.1 ;nut, To Be In Accordance With York Drawing 366-59531, Item 60, Except As Amplified Or Modified Herein.;
3.2 The Unit Of Issue Is Each.
the Contractor Is Required To Provide One Additional Fastener For Each Uniquely Identified Heat/lot Of Material In Each Shipment. Complete Traceability Must Be Maintained On This Extra Fastener.
3.3 Material For Parts Requiring Certification - Quantitative Chemical And Mechanical Analysis Is Required For The Parts Listed Below Unless Specifically Stated Otherwise:
part - ;nut;
material - ;qq-n-286, Form 2, Annealed And Age Hardened;
3.4 Testing Certification - Certifications Are Required For The Following Tests On The Items Listed Below. Additional Testing On Other Piece Parts (if Any) Per Applicable Drawings And Specifications Is Still Required, But Certifications Are Only Required As
listed Below.
test - ;liquid Penetrant Inspection;
item - ;nut;
performance - T9074-as-gib-010/271; Sampling Must Be Per Mil-dtl-1222
acceptance - Mil-dtl-1222
attribute - Annealing And Age Hardening
item - ;nut;
performance - Qq-n-286
test - Ultrasonic Inspection On Starting Material
item - ;all Items Requiring Certification Made From Qq-n-286 With A Diameter Or Minimum Distance Between Parallel Surfaces Of 4 Inches Or Greater Of The Starting Material, Or When Required By A Drawing Or Specification Invoked Elsewhere In This Contract;
performance - T9074-as-gib-010/271 Or Mil-std-2132, And Qq-n-286
acceptance - Qq-n-286
3.5 K-monel Fasteners - Material Must Be Heat Treated Per Qq-n-286.
3.5.1 Fasteners That Have Been Hot Or Cold Headed Or Roll Threaded Must Be Solution Annealed Followed By Age Hardening Subsequent To All Heading And Thread Rolling Operations. The Mechanical Properties On Certifications Must Be Actual Properties Of The
annealed And Age Hardened Material And Must Meet The Requirements Of Qq-n-286.
3.5.2 Qq-n-286 Fasteners That Have Been Headed And/or Roll Threaded Must Not Beage Hardened Unless The Material Has Been Solution Annealed Subsequent To The Heading And Threading Operations. Threads Formed After The Final Age Hardening Heat Treatment Must Be
cut Or Ground Only.
3.6 Internal Threads - All Internal Threads Must Be Formed By Cutting. Cold Forming Of Internal Threads Is Not Acceptable.
3.7 Thread Inspection Requirements - All Threads On Threaded Parts Must Be Inspected Using Appropriate Inspection Methods, Inspection Systems, And Inspection Gages/instruments In Accordance With Fed-std-h28 Series. Substitution Of Thecommercial Equivalent
inspection In Accordance With Asme B1 Series Is Acceptable.
3.7.1 System 21 Of Fed-std-h28/20 Must Be Used As A Minimum Inspection Requirement For Threads When The Design Drawing Or Design Specification Does Not Specify An Inspection Requirement.
3.7.2 For Navy And Shipyard Drawings, System 21 Of Fed-std-h28/20 May Be Substituted For System 22 Without Further Navy Approval When The Design Drawing Invokes System 22 And Does Not Cite Governing Specifications That Specifically Require System 22. System 22
of Fed-std-h28/20 Must Be Used When The Drawing References Other Governing Specifications That Specifically Require System 22, Such As Certain Thread Types Of Mil-dtl-1222.
3.7.3 A Written Request For Concurrence Must Be Submitted When Utilizing Alternative Measuring Equipment Or Measuring Systems Not Applicable To The Specified Inspection System.
3.8 Slow Strain Rate Tensile Test Laboratories - The Slow Strain Rate Tensile Test Of Qq-n-286 Must Be Performed By One Of The Following Laboratories:
huntington Alloys, A Special Metals Company
attn: Bill Bolenr
3200 Riverside Drive
huntington, Wv 257059
phone: (304) 526-5889
fax: (304) 526-5973
metallurgical Consultants, Inc.
attn: W. M. Buehler
4820 Caroline
po Box 88046
houston, Tx 77288-0046
phone: (713) 526-6351
fax: (713) 526-2964
naval Surface Warfare Center, Carderock Division
attn: Eric Focht Code 614
9500 Macarthur Blvd
west Bethesda, Md 20817-5700
phone: (301) 227-5032
fax: (301) 227-5576
teledyne Allvac
attn: Dr. W. D. Cao
2020 Ashcraft Ave.
monroe, Nc 28110
phone: (704) 289-4511
fax: (704) 289-4269
westmoreland Mechanical Testing And Research Inc.
attn: Andrew Wisniewski
p.o. Box 388
youngstown, Pa 15696-0388
mannesmann Rohrenwerke
mannesmann Forschungsinstitut (mfi)
attn: Dr. Weiss
postfach 251160
47251 Duisburg
germany
phone: 011-49-0203-9993194
fax: 011-49-0203-9994415
thyssenkrupp Vdm Usa, Inc.
attn: D. C. Agarwal
11210 Steeplecrest Drive, Suite 120
houston, Tx 77065-4939
phone: (281) 955-6683
3.9 Navsea 0948-lp-045-7010 - Any Applicable Requirements Of Navships 4410.17,navsea 0948-lp-045-7010, Or 0948-045-7010 Which The Contractor Must Meet Are Included In This Contract/purchase Order. The Above Documents Are For Governmentuse Only. Further
application Of The Above Documents Is Prohibited.prohibited.
3.9.1 Marking Of Material With A Material Designator Per The Drawing Is Also Prohibited, With The Exception Of Fasteners. Fasteners Must Be Marked With A Material Symbol/designator As Specified Elsewhere In This Contract.
3.10 Configuration Control - The Contractor Must Maintain The Total Equipment Baseline Configuration. For Items Of Proprietary Design, Contractor Drawings Showing The Latest Assembly Configuration Must Be Provided To The Government In Electronic (c4) Format.
definitions Are Provided Elsewhere In The Contract/purchase Order.
3.10.1 Waivers/deviations - All Waivers And Deviations, Regardless Of Significance Or Classification Require Review And Approval By The Contracting Officer. Waivers And Deviations Must Be Designated As Critical, Major, Or Minor. The Contractor Must Provide
a Copy Of This Request To The Qar. Requests Must Include The Information Listed Below.
A. A Complete Description Of The Contract Requirement Affected
And The Nature Of The Waiver/deviation (non-conformance),
Including A Classification Of Critical, Major, Or Minor.
B. Number Of Units (and Serial/lot Numbers) To Be Delivered In This
Configuration.
C. Any Impacts To Logistics Support Elements (such As Software,
Manuals, Spares, Tools, And Similar) Being Utilized By Government
Personnel Or Impacts To The Operational Use Of The Product.
D. Information About Remedial Action Being Taken To Prevent Reoccurrence
Of The Non-conformance.
3.10.2 All Requests For Waivers/deviations On Navsup-wss Contracts Must Be Submitted To The Navsup Wss Contracting Specialist Via Email.
3.10.3 Ecps - The Government Will Maintain Configuration Control And Change Authority For All Modifications Or Changes Affecting Form, Fit, Function, Or Interface Parameters Of The Equipment And Its Sub-assemblies. The Contractor Must Submit An Engineering
change Proposal (ecp) For Any Class I Or Ii Changes That Impact The Equipment Covered By This Contract. Ecps Must Be Prepared In Contractor Format, And Must Include The Following Information:
A. The Change Priority, Change Classification (class I Or Class Ii),
And Change Justification.
B. A Complete Description Of The Change To Be Made And The Need For
That Change.
C. A Complete Listing Of Other Configuration Items Impacted By The
Proposed Change And A Description Of The Impact On Those Cis.
D. Proposed Changes To Documents Controlled By The Government.
E. Proposed Serial/lot Number Effectivities Of Units To Be
Produced In, Or Retrofitted To, The Proposed Configuration.
F. Recommendations About The Way A Retrofit Should Be Accomplished.
G. Impacts To Any Logistics Support Elements (such As Software,
Manuals, Spares, Tools, And Similar) Being Utilized By Government
Personnel In Support Of The Product.
H. Impacts To The Operational Use Of The Product.
I. Complete Estimated Life-cycle Cost Impact Of The Proposed Change.
J. Milestones Relating To The Processing And Implementation Of The
Engineering Change.
3.11 Mercury Free - Mercury And Mercury Containing Compounds Must Not Be Intentionally Added Or Come In Direct Contact With Hardware Or Supplies Furnished Under This Contract. Mercury Contamination Of The Material Will Be Cause For Rejection.
3.12 Certificate Of Compliance - (special Emphasis Material) The Contractor Must Prepare And Submit A Certificate Of Compliance Certifying That The Items/components Furnished Under This Contract Comply With The Requirements Of The Procurement Document,
including Any/all Invoked Specifications And Drawings.
^ Quality Assurance Requirements ^
3.13 See Cdrl Di-misc-80678 (test Certification) - A Statement Of Tests Performed, Listing The Pieces Tested Must Be Furnished Along With A Copy Of The Test Results. Certification Must Include The Contractor's Name, Address And Date, Quantity Inspected,
identified To The Contract/purchase Order And Item Number, And The Contractor's Or Authorized Personnel's Signature. Test Certifications Must Reference The Standard/specification, Including The Revision, To Which The Testing Was Performed And The Acceptance
criteria Used. Test Procedure Numbers May Also Be Referenced On Test Reports. Test Reports On Weldments Must Be Identified To Weld Joint And Layer.
3.14 Quality System Requirements - The Contractor Furnishing Items Under This Contract/purchase Order Must Provide And Maintain A Quality System In Accordance With Iso-9001 As Amplified Or Modified Herein, With The Calibration System Requirements Of Iso-10012
or Ansi-z540.3 With Iso-17025. A Quality System In Accordance With Mil-i-45208, With The Calibration System Requirements Of Mil-std-45662, Is Acceptable As An Alternate.
3.14.1 The Contractor's Quality System And Products Supplied Under The System Are Subject To Evaluation, Verification Inspection, And Acceptance/nonacceptance By The Government Representative To Determine The System's Effectiveness In Meeting The Quality
requirements Established In The Contract/purchase Order.
3.14.2 The Contractor's Quality System Must Be Documented And Must Be Available For Review By The Contracting Officer Or His Representative Prior To Initiation Of Production And Throughout The Life Of The Contract. The Prime Contractor Must, Upon
notification, Make His Facilities Available For Audit By The Contracting Officer Or His Authorized Representative.
3.14.3 See Cdrl Di-qcic-81110 (inspection System Procedures) - All Suppliers Of Level I/subsafe (li/ss) Material Are Required To Submit A Copy Of Their Current Documented Quality System Procedures To The Procurement Contracting Officer (pco) Prior To Award Of
any Contract/purchase Order. Suppliers That Have A Copy Of Their Current Quality System Procedures On File At The Procuring Activity May Request The Pco Waive This Requirement.
3.14.4 This Contract Provides For The Performance Of Government Quality Assurance At Source. The Place Or Places Of Performance May Not Be Changed Without The Authorization Of The Procurement Contracting Officer. Upon Receipt Of This Order, Promptly Notify
the Government Representative Who Normally Services Your Plant So That Appropriate Planning For Government Inspection Can Be Accomplished. If You Do Not Have An Assigned Government Representative, Notify The Nearest Defense Contract Management Agency (dcma)
office. In The Event That A Local Government Representative Or Dcma Office Cannot Be Located, Our Purchasing Agent Should Be Notified Immediately.
3.14.5 Any Changes Made By The Contractor To A Qualified Quality System Will Require Re-submittal To The Pco And Concurrence By The Government Quality Assurance Representative Prior To Adoption.
3.15 Contractor Inspection Requirements - The Contractor Must Maintain Adequate Records Of All Inspections And Tests. The Records Must Indicate The Nature And Number Of Observations Made, The Number And Type Of Deficiencies Found, The Quantities Approved And
rejected And The Nature Of Corrective Action Taken As Appropriate. Inspection Records Must Be Traceable To The Material Inspected.
3.15.1 The Supplier's Gages, Measuring And Test Equipment Must Be Made Available For Use By The Government Representative When Required To Determine Conformance With Contract Requirements. When Conditions Warrant, The Supplier's Personnel Must Be Made
available For Operations Of Such Devices And For Verification Of Their Accuracy And Condition.
3.15.2 All Documents And Reference Data Applicable To This Contract Must Be Available For Review By The Government Representative. Copies Of Documents Required For Government Inspection Purposes Must Be Furnished In Accordance With The Instructions Provided
by The Government Representative.
3.16 Subcontractor Inspection Requirements - The Government Has The Right To Inspect At Source, Any Supplies Or Services That Were Not Manufactured Or Performed Within The Contractor's Facility. Such Inspection Can Only Be Requested By Or Under Authorization
of The Government Representative. Any Purchasing Documents To A Subcontractor Must Cite The Applicable Portions Of The Contractually Invoked Quality System (e.g. Calibration Requirements), Plus Any Product Requirements That Apply To The Supplies Being
purchased. When The Government Elects To Perform Source Inspection At The Subcontractor's Facility, Applicable Purchase Documents Must Be Annotated With The Following Statement: "a Government Inspection Is Required Prior To Shipment From Your Plant. Upon
receipt Of This Order, Promptly Notify The Government Representative Who Normally Services Your Plant So That Appropriate Planning For Government Inspection Can Be Accomplished. If You Do Not Have An Assigned Government Representative, Notify The Nearest
defense Contract Management Agency (dcma) Office. In The Event That A Local Government Representative Or Dcma Office Cannot Be Located, Our Purchasing Agent Should Be Notified Immediately."
3.16.1 The Prime Contractor's Program Must Include Procedures To Assess The Capability Of The Prospective Suppliers To Produce The Products Or Supply The Services In Accordance With The Contract, Prior To The Issuance Of Any Purchase Document.
3.16.2 Each Sub-tier Supplier Of Material Or Services For Items In Section 3 Of This Contract Must Be Subjected To A Periodic Review Or Audit By The Prime To Determine The Continued Capability Of The Supplier To Control The Quality Of The Products Or Services
specified In The Purchase Order Or Contract.
3.16.3 The Prime Contractor Must Ensure That The Purchased Product Conforms To Specified Purchase Requirements And This Contract. The Type And Extent Of Control Applied To The Supplier And The Purchased Product Must Be Dependent Upon The Effect Of The
purchased Product On The End Item Represented By This Contract.
3.16.4 The Prime Contractor Must Evaluate The Requirements Of The Contract And Select Suppliers Based On Their Ability To Supply The Product In Accordance With The Prime Contractor's Requirements And The Contract. Criteria For Selection And Evaluation Must Be
established. Records Of This Effort Must Be Available For Review By The Government.
3.16.5 The Prime Contractor's Supplier Quality Assurance Program Must Provide For A Review Of Purchase Documents To Assure Applicable Quality Requirements Are Included Or Referenced In The Documentation For Compliance By The Supplier.
3.17 Government Furnished Material And/or Equipment (gfm/gfe) - When Material Or Equipment Is Furnished By The Government, The Contractor Must Develop Documented Control Procedures That Require At Least The Following:
3.17.1 Visual Examination Upon Receipt To Detect Damage During Transit.
3.17.2 Inspection For Completeness And Proper Type.
3.17.3 Verification Of Material Quality Received.
3.17.4 Periodic Inspection And Precautions To Assure Adequate Storage Conditions And To Guard Against Damage From Handling And Deterioration During Storage.
3.17.5 Functional Testing, Either Prior To Or After Installation, Or Both, As Required By The Contract To Determine Satisfactory Operation.
3.17.6 Identification And Protection From Improper Use Or Disposition.
3.17.7 Reporting To The Government, Any Gfm Or Gfe Property Found Damaged, Malfunctioning, Or Otherwise Unsuitable For Use. In The Event Of Damage Or Malfunction During Or After Installation, The Supplier Must Determine And Record Probable Cause And Necessity
for Withholding The Material From Use.
3.17.8 For Gfe Material, And As Required By The Terms Of The Bailment Agreement, The Supplier Must Establish Procedures For Adequate Storage, Maintenance, And Inspection Of Bailed Government Material. Records Of All Inspection And Maintenance Performed On
bailed Property Must Be Maintained.
3.17.9 Material Returned To The Contractor Must Be Handled As Gfm.
3.18 Traceability And Certification Requirements - To Assure That Correct Materials Are Installed In Level I/subsafe Systems, It Is Imperative That Traceability Be Maintained From The Material To The Material Certification Test Report And Other Required
objective Quality Evidence (oqe). The Material Certification Report Must Completely And Accurately Reflect That The Material Supplied Meets The Specified Requirements.
3.18.1 The Following Provides The Minimum Requirements For Maintaining Material Traceability And Supplements The Requirements Specified In Di-misc-81020 And Elsewhere In The Contract/purchase Order. The Contractor Must Develop Written Procedures That
implement The Material Control Requirements Stated Herein.
3.19 Material Traceability - The Certification Data Report Must Be Identified Through A Unique Traceability Number, Heat-lot Number, Or Heat-treat Number, As Applicable, Which Must Also Be Marked On The Material. This Traceability Marking On The Material Must
provide Direct Traceability To The Material's Chemical Composition And Mechanical Properties Certification Data. For Material Produced By Batch, Continuous Cast, Or Continuous Pour Processes, Samples Must Be Taken No Less Than Once In Every Eight Hours Of
operation For The Purpose Of Validating Proper Chemical Composition And Mechanical Properties. Traceability Must Be Maintained Through All Process Operations Including Any Subcontracted Operations, To The Finished Component.
3.20 See Cdrl Di-misc-81020 (chemical And Mechanical) - Material Certification - In Addition To The Certification Data Requirements Specified In Di-misc-81020, The Following Material Certification Requirements Apply:
3.20.1 Quantitative Chemical And Mechanical Analysis Of Material Is Required ;in Accordance With Qq-n-286; .test Reports Must Be Traceable To Traceability Marking On The Material. Material Certification Test Reports Must Include The Class, Form, Condition,
grade, Type, Finish, And/or Composition, As Applicable, Of The Material Supplied.
3.20.2 Re-identification And Re-certification Of Material Is Required When The Material Is Subjected To A Process Which Alters It's Properties. If The Starting Material Or Raw Stock Is Processed In A Manner That Will Not Affect Its Chemical Composition Or
mechanical Properties, The Original Certifications For The Chemical Composition And Mechanical Properties, As Required By The Material Specification, Are Acceptable. Re-certification Of The Chemical Or Mechanical Properties Is Required If A Process Is Used
during Fabrication That Alters The Original Properties Of The Material (e.g. Alloying, Heat Treating, Or Forming). In These Instances, The Properties Of The Material Must Be Re-determined And Documented To Reflect The Altered Condition. The Altered Material
must Be Uniquely Re-identified. The Properties Thus Determined And Documented, Are Required For Final Certification And Must Conform To The Material Specification Or The Contract/purchase Order Requirements. When Only The Mechanical Properties Are Altered,
the Original Certification For Chemical Composition Must Be Overstamped And/or Annotated With The Unique Traceability
marking Used With The Altered Material And At A Minimum Contain The Information Below.
traceability Marking ________________________________________________
(marking On Finished Item)
is Fabricated From Raw Material Identified To
heat/lot Number ________________ And Heat Treat Number ________________________
(when Applicable)
_________________________________________ Date _____________________
(name And Signature Of Auth. Co. Rep.)
3.20.3 Material Certification Data Forwarded By The Manufacturer Must Contain A Signed Certification That The Report Results Represent The Actual Attributes Of The Material Furnished And Indicate Full Compliance With All Applicable Specification And Contract
requirements. Transcription Of Certification Data Is Prohibited.
3.20.4 Statements On Material Certification Documents Must Be Positive And Unqualified. Disclaimers Such As "to The Best Of Our Knowledge" Or "we Believe The Information Contained Herein Is True" Are Not Acceptable.
3.20.5 If Material Is Received Without The Required Certification Papers Or With Incorrect/missing Data On The Certification Papers, The Material Will Be Rejected.
3.21 Material Marking For Traceability And Identification - The Following Are The Minimum Marking Requirements. Additional/alternate Marking Requirements, If Applicable, Will Be Specified Elsewhere In The Contract/purchase Order. In Addition To The Marking
requirements On Applicable Drawings And/or Specifications, Marking For Traceability Is Required. All Traceability Marking Must Be Permanently Applied In Accordance With Mil-std-792 (except As Specified Below). An Alternate Marking Method Is Permissible
provided It Is An Available Option In The Contractually Invoked Specification Or Drawing, Except In Instances Where The Material Has Been Modified By This Contract/purchase Order And Differs From That Specified In The Specification Or Drawing.
3.21.1 Fasteners Must Be Marked In Accordance With ;mil-dtl-1222; . The Method Of Marking Must Be Types I, Ii, Iii, V, Viii Or Ix Of Mil-std-792 Except For Grades 410, 416 And 431 In The H Condition And Grades 8, 630, A574, And 4340 Which Must Be Marked By
method Ii When Marking Is Applied After The Final Heat Treatment. Markings On Fasteners That Are To Be Coated Must Be Marked Prior To Coating And Have A Minimum Depth Of 4 Mils. Traceability Marking Must Be Legible After The Application Of Protective
compounds.
3.21.2 Marking Is Required For All Fasteners Regardless Of Size And Must Include The Material Symbol, The Manufacturer's Identification Symbol, And The Traceability Marking. Marking Must Be Applied On The Head Of Headed Fastener (top Preferred, Side Location
if Necessary). Where No Contract Invoked Specification Requirement Exists For This Marking, Self-locking Fasteners Must Be Marked With Six Dots Approximately .032" Diameter, Raised Or Depressed By Approximately .010" Located On The Top Perimeter Of The Head Of
the Fastener In An Arc Or Circular Pattern. The Six Dots Must Be Distinguishable From All Other Required Markings.
3.22 Material Handling - The Written Material Control Process Must Include The Following:
3.22.1 All Raw Materials Must Have Traceability Markings (except As Specified Below).
3.22.2 Stored Raw Materials Requiring Traceability Must Be Segregated To Preclude Intermingling With Materials Not Requiring Traceability.
3.22.3 When Traceability Markings Will Be Removed By A Manufacturing Or Fabrication Process, The Marking Must Be Recorded Prior To Removal And Be Immediately Restored Upon Completion Of The Process. If This Cannot Be Done Or Is Impractical, An Appropriate
material Control Procedure (such As A Bag And Tag, Tagging, And/or Tote Box Control) Must Be Employed. The Material Control Procedure Must Provide A Method Of Positive Control To Preclude Commingling Of Heats Or Loss Of Traceability. The Traceability Marking
must Be Reapplied Upon Completion Of The Final Manufacturing Process.
3.22.4 Purchase Orders For Raw Material Must Specify That The Material Be Traceable To Material Certification Test Reports By The Traceability Marking On The Material And Identified On The Test Reports. The Certification Data Requirements Contained In
di-misc-81020 Must Be Invoked By The Prime Contractor On All Subcontractors Supplying Level I Material.
3.22.5 The Material Control Process Must Include Requirements For The Maintenance Of Traceability For Items Sent Out For Subcontracted Operations. If Such Operations Would Remove Traceability Markings, Purchase Or Work Orders Must Specify A Method And Marking
location For Remarking. The Contractor Must Also Ensure That Subcontractor Production Controls Are Adequate To Preclude Commingling Of Materials During Processing.
3.23 Receiving Inspection -
3.23.1 Products And Services Produced By Sub-tier Suppliers For Incorporation In The Contract End Item Must Be Subject To Inspection Or Audit At The Time Of Receipt By The Prime Prior To Further Processing Within The Prime Contractor's Plant Or Shipment To
another Location.
3.23.2 Receiving Inspection Must Include As A Minimum -
verification That The Traceability Marking On The Material Agrees With That On The Certification Test Reports.
verification That Certification Test Reports Are Legible And Complete.
verification That The Contents Of The Certification Test Reports Are In Compliance With The Contractually Invoked Specifications And Requirements.
3.24 Discrepancy Reporting -
3.24.1 Nonconforming Products From Sub-tier Suppliers Must Be Identified And Processed In Accordance With The Prime Contractor's Procedures For Controlling Nonconforming Products. The Prime Contractor Must Report The Receipt Of Any Nonconforming Products To
the Responsible Sub-tier Supplier In Accordance With Established Procedures. Nonconforming Material Records Will Be Maintained And Available For Review By The Government Quality Assurance Representative (qar).
3.25 Final Inspection - The Following Inspections Must Be Performed Prior To Government Inspection And Acceptance.
3.25.1 Material Sampling - Material Must Be Inspected For Form, Fit, And Function. Lot Acceptance Must Be Based On Zero Defects And Lot Rejection Based On One Defect. The Sample Size Must Be In Accordance With The Sampling Plan(s) In The Applicable Military
specification Or Standard, Federal Specification Or Standard, Or Drawing To Which The Material Was Manufactured. In The Absence Of Such Sampling Plans, Sampling Inspection Must Be Per Ansi/asq-z1.4, General Inspection Level Ii (for Sample Size Selection Code),
table Iia (for Sample Size).
small Lot Sizes - For Lot Sizes Of Fifty Or Less, The Minimum Sample Size Must Be Eight Units. For Lot Sizes Of Eight Or Less, The Sample Size Must Be One Hundred Percent Of The Lot.
3.25.2 The Manufacturer May Elect To Use Statistical Process Control (spc) To Assure Product Quality In Lieu Of The Above Attribute Sampling Plan, Provided The Spc Methodology/system Used Provides Acceptable Products To The Government. However, The
government/navy Receipt Inspection Activity May Perform Their Acceptance Inspection Of The Material Using The Attribute Sampling Plan Outlined Above.
3.25.3 All Data Concerning Material Verification (chemical And Mechanical Properties), Traceability (material Certifications To Material Marking), And Nondestructive Test (ndt) Certifications For Material Must Be 100% Inspected. The Certification Test Reports
must Also Be 100% Inspected For Completeness And Legibility.
3.25.4 All Metallic Material Must Be 100% Inspected For Traceability Marking And That The Marking Is Legible.
3.26 See Cdrl Di-misc-80678 (special Emphasis C Of C) - The Certificate Of Compliance Must Show Traceability To The Marking Applied On Each Individual Item, And Must Contain The Following Information:
1. Contractor's Name, Address And Date.
2. The Contract/purchase Order Number (for Example: N00104-11-p-fa12)
3. The National Stock Number (nsn). The 18 Character National Stock Number For Special Emphasis Material Includes The Two Digit Cog, The Four Digit Fsc, The 9 Digit Niin, And The Two Digit Smic
(for Example: 1h 4820 012345678 L1) ("n/a" When Not Applicable).
4. Lubricants, Sealants, Anti-seize, And/or Thread Locking Compounds ("n/a" When Not Applicable).
5. Certification That O-rings, Packing, Gaskets, Or Other Elastomeric Products Were Installed In A Compressed State Within An Assembly Or Sub-assembly, Prior To Expiration Of The Shelf Life ("n/a" When Not Applicable).
6. Manufacturer's Compound Number ("n/a" When Not Applicable).
7. When Weld Procedure Submittal Is Required By The Contract, A Statement That The Approval Date Of The Qualification Data Precedes Any Production Or Repair Welding Performed On This Contract. ("n/a" When Not Applicable).
8. A Statement To The Effect That All Items Furnished On This Contract Are In Full Compliance With The Specifications And Requirements And List Each Contractually Invoked Conformance/compliance Test Performed By Name And That It Was Performed
satisfactorily.
9. Contractor's Or Authorized Personnel's Signature.
4. Quality Assurance
4.1 Notes To Dcma Qar And The Contractor -
4.1.1 Dcma Qar And The Contractor For Proprietary Designs - Departures From Contractor Imposed Requirements, Not Specifically Covered By The Contract, Must Be Judged Individually On The Basis Of The Effect, If Any, On Contractual Requirements. When There Is A
disagreement Between The Contractor And The Government Representative As To The Effect On Contractual Requirements, The Departure Must Be Considered A Nonconformance And Be Submitted To The Pco For Disposition.
4.1.2 Dcma Qar And The Contractor For Proprietary Designs - All Records Of Departures From Contractor Imposed Requirements Must Be Maintained And Available For Review At The Contractor's Facility. A Copy Must Be Given To The Local Government Representative. A
record Of These Departures, Traceable To The Applicablepart Number And Contract Number Must Be Submitted To The Pco.
4.1.3 Dcma Qar And The Contractor For Proprietary Designs - For Proprietary Designs, The Contractor's Part Numbers Are Acceptable For Reference Only. The Delivered Material Must Conform To All Drawings, Specifications, And Other Contractual Requirements.
4.1.4 Dcma Qar - It Is The Responsibility Of Dcma Qar To Review Non-destructive Testing (ndt) Procedures For Navsup Contracts/purchase Orders.
4.1.5 Dcma Qar And The Contractor - The Ecds (electronic Contractor Data Submission) System Is Available For Certain Data Submissions And To Submit Questions And Clarifications, And Waiver Requests On Contracts And Solicitations. Ecds Can Be Found At:
https://register.nslc.navy.mil/
5. Packaging
5.1 Preservation, Packaging, Packing And Marking - Preservation, Packaging, Packing And Marking Must Be In Accordance With The Contract/purchase Order Schedule And As Specified Below.
mil-std 2073 Packaging Applies As Found Elsewhere In The Schedule
6. Notes
6.1 Several Definitions Of Terms That Apply To Csi Items Are Listed Below. All Terms May Not Apply To Every Item.
6.1.1 The Ecds (electronic Contractor Data Submission) System Is At: Https://register.nslc.navy.mil/ This Application Will Require Advance Registration Using A Pki Digital Certificate On A Cac. A Vendor User Guide Is Available As Csd001 In The Csd
(contract Support Document) Library Within Ecds.
6.1.2 Critical Safety Item (csi) - Any Ship Part, Assembly, Or Support Equipment Containing A Critical Characteristic Whose Failure, Malfunction, Or Absence Of Which Could Cause A Catastrophic Or Critical Failure Resulting In Loss Of, Or Serious Damage To The
ship, Or Unacceptable Risk Of Personal Injury Or Loss Of Life.
6.1.3 Critical Process - As Determined By The Twh, Any Process, Operation Or Action Performed On A Ship Csi That Serves To Establish A Critical Characteristic (such As Welding, Soldering, Machining, Polishing, Cleaning, Or Assembling) Or Confirm That A
critical Characteristic Is Within Drawing Or Specification Compliance (such As, Testing, Measurement, Or Non-destructive Evaluation).
6.1.4 First Article - Pre-production Models, Initial Product Samples, Test Samples Produced To Ensure A Manufacturer's Capability To Meet Full Specification Requirements.
6.1.5 First Article Test (fat) - Contractually Required Testing And Inspection Of A Supplier's Pre-production, Production, Or "production Representative" Specimens To Evaluate A Manufacturer's Ability To Produce Conforming Product Prior To The Government's
commitment To Receive Subsequent Production Items. First Article Testing Is Product Specific And Does Not Assess Manufacturing Process Controls Nor Does It Assure The Effectiveness Of The Manufacturer's Quality Program.
6.1.6 Government Source Inspection (gsi) - Gsi Is Independent Oversight Performed By A Government Representative Usually A Dcma Quality Assurance Representative (qar)) To Assure That Those Unique Product Quality And System Elements, Identified By The
contracting Agency As Important, Are Observed And Evaluated.
6.1.7 Quality Assurance Letter Of Instruction (qali) - A Qali Is A Formal Document Initiated By A Contracting Activity That Provides Essential Requirements And Instructions For Contracted Materials To Be Independently Verified And Accepted By A Government
representative Prior To Shipment.
6.1.8 Objective Quality Evidence (oqe) - The Quantitative And Qualitative Data Of All Mechanical, Chemical, And Performance Tests Performed (as Required By The Applicable Specification, Drawing, Or Purchase Document) To Prove That The Material Supplied
conforms To The Specified Requirements.
6.1.9 Surface Discontinuity - Any Surface Irregularity, Marking, Or Localized Change In Physical Character Of The Surface, Other Than Dimensional, That Exists Infrequently At One Or Several Places. (examples: Burrs, Dents, Nicks, Scratches, Gouges, Pits,
center-punches, Scribes, And Tool Marks) Surface Discontinuities Less Than 0.005-inch In Depth Are Acceptable Provided They Do Not Violate Any Other Design Requirements Specified In This Contract/purchase Order.
6.1.10 Traceability Code - A Code Or Number Providing Traceability To The Actual Chemical And Mechanical Properties Of The Specified Heat, Batch, Or Form From Which The Material Originated.
6.1.11 Verification - An Examination Performed To Determine Compliance With A Specific Requirement.
6.1.12 Nonconformance - A Nonconformance Is Defined As Affecting Or Violating The Following:
- The Requirements Of This Contract/purchase Order.
- Contractually Invoked Drawings (i.e. Envelope Dimensions, Interface Dimensions With Mating Parts/equipment, Center Of Gravity, Weights, Piece Part Identification, Material, Etc.).
- Contractually Invoked Federal, Military, Or Commercial Specifications And/or Standards.
- Form, Fit, Function, Performance To Contract Requirements, Reliability, Maintainability, Interchangeability, Safety Of Personnel Or Equipment, Or Additional Cost To The Government.
6.1.13 Waiver - A Written Authorization To Accept An Item, Which During Manufacture, Or After Having Been Submitted For Government Inspection Or Acceptance, Is Found To Depart From Specified Requirements, But Nevertheless Is Considered Suitable For Use As Is
or After Repair By An Approved Method.
6.1.14 Deviation - A Specific Written Authorization (granted Prior To The Manufacture Of An Item) To Depart From A Particular Requirement(s) Of An Item's Current Approved Configuration Documentation For A Specific Number Of Units Or A Specified Period Of
time, And To Accept An Item Which Is Found To Depart From Specified Requirements, But Nevertheless Is Considered Suitable For Use "as Is" Or After Repair By An Approved Method.
6.1.15 Critical Waiver/deviation - This Waiver/deviation Consists Of A Departure Involving Safety.
6.1.16 Major Waiver/deviation - This Waiver/deviation Consists Of A Departure Involving:
- Performance
- Interchangeability, Reliability, Survivability, Maintainability, Or Durability Of The Item Or Its Repair Parts
- Health Or Safety
- Effective Use Or Operation
- Weight, Stability, Or Structural Integrity
- System Design Parameters As Schematics, Flows, Pressures Or Temperatures
- Compartment Arrangements Or Assigned Function
6.1.17 Minor Waiver/deviation - This Waiver/deviation Consists Of A Departure Which Does Not Involve Any Of The Factors Listed As Critical Or Major.
6.1.18 Engineering Change (ec) - A Change To The Current Approved Configuration Documentation Of A Configuration Item At Any Point In The Life Cycle Of The Item.
6.1.19 Engineering Change Proposal (ecp) - A Proposed Engineering Change And The Documentation By Which The Change Is Described, Justified, And Submitted To The Government For Approval Or Disapproval.
6.1.20 Class I Ecp - A Class I Ecp Is Approved By The Government's Configuration Control Board And Authorized With A Contract Modification.
6.1.21 Class Ii Ecp - A Class Ii Change Is Typically Reviewed For Concurrence In Classification By The Local Government Representative, Unless Otherwise Specified Elsewhere In The Contract/purchase Order.
6.2 In Accordance With Opnavinst 5510.1 All Documents And Drawings Provided By The U.s. Navy To Perspective Contractors Must Include A "distribution Statement" To Inform The Contractor Of The Limits Of Distribution, And The Safeguarding Of The Information
contained On Those Documents And Drawings.
6.2.1 There Are 7 (seven) Separate Distribution Statement Codes Used For Non-classified Documents And Drawings. The Definition For Each Is As Follows:
a... Approved For Public Release; Distribution Is Unlimited.
b... Distribution Authorized To Us Governments Agencies Only.
c... Distribution Authorized To Us Government Agencies And Their Contractors.
d... Distribution Authorized To Dod And Dod Contractors Only.
e... Distribution Authorized To Dod Components Only.
f... Further Distribution Only As Directed By Commander, Naval Sea Systems Command, Code 09t.
x... Distribution Is Authorized To Us Government Agencies And Private Individuals Or Enterprises Eligible To Obtain Export Controlled Technical Data In Accordance With Opnavinst 5510.161.
6.3 Ordering Information For Document References - The Department Of Defense Single Stock Point (dodssp), Website Http://www.dsp.dla.mil/, Provides Product Information For The Department Of Defense Index Of Specifications And Standards (dodiss)
(i.e.military/federal Specifications And Standards), Data Item Descriptions (dids), And Other Dodssp Products. Most Specifications Can Obtained Directly From Http://quicksearch.dla.mil/
a. Availability Of Cancelled Documents - The Dodssp Offers Cancelled Documentsthat Are Required By Private Industry In Fulfillment Of Contractual Obligationsin Paper Format. Documents Can Be Requested By Phoning The Subscription Services Desk.
b. Commercial Specifications, Standards, And Descriptions - These Specifications, Standards And Descriptions Are Not Available From Government Sources. Theymay Be Obtained From The Publishers Of The Applicable Societies.
c. Ordnance Standards (os), Weapons Specifications (ws), And Navord Ostd 600 Pages - These Type Publications May Be Obtained By Submitting A Request To:
commander, Indian Head Division, Naval Surface Warfare Center
code 8410p, 101 Strauss Avenue
indian Head, Md 20640-5035
d. On Post-award Actions, Requests For "official Use Only" And "noforn" (not Releasable To Foreign Nationals) Documents Must Identify The Government Contractnumber, And Must Be Submitted Via The Cognizant Defense Contract Management Command (dcmc) For
certification Of Need For The Document. On Pre-award Actions Such Requests Must Be Submitted To The Pco For Certification Of Need For The Document.
e. Noforn Military Specifications And Standards (including Amendments, Change Notices And Supplements, But Not Interim Changes) To Be Ordered From:
contracting Officer
navsup-wss
code 87321
5450 Carlisle Pike
p.o. Box 2020
mechanicsburg, Pa. 17055-0788
f. Nuclear Reactor Publications Assigned Navsea Documents And Identification Numbers (i.e. Navsea Welding Standard, Navsea 250-1500-1) Are To Be Ordered Enue:
commanding Officer
navsup-wss
code 009
5450 Carlisle Pike
p.o. Box 2020
mechanicsburg, Pa. 17055-0788
g. Technical Manuals Assigned Navsea Identification Numbers (i.e. Navsea Welding And Brazing Procedure, Navsea S9074-aq-gib-010/248) Are To Be Ordered From:
commanding Officer
navsup-wss
code 1 Support Branch
700 Robbins Avenue
philadelphia, Pa. 19111-5094
h. Interim Changes And Classified Specifications Must Be Obtained By Submitting A Request On Dd Form 1425 To Navsup-wss.
6.4 Recent Updates - A Short Description Of Recent Updates To The Technical Requirements Of This Item Are Listed Below, Along With An Implementation Date For Each Issue. The Notes Below Are Only A Generic Quick Reference And Are Provided For Convenience
only, Detailed Requirements Will Be Defined Elsewhere In The Technical Sections Of This Contract/purchase Order.
;- 10/20/2016 - Updated Ecds Url
- Feb 26 2009 - Clarified Testing And Certs Only Apply To Pieces Listed
- Oct 29 2010 - Added Sampling Std For Li In-process Testing
- Jun 28 2012 - Updated Ut Of Qq-n-286 Bar 4" And Over
- Dec 17 2011 - Expanded Thread Cutting Requirements
- Sep 30 2008 - Thread Inspection Requirements Were Clarified
- Dec 20 2022 - Removed Requirement For Vender To Submit Waivers/deviations In Ecds
- Jan 05 2012 - Added Wawf To Forward Approved Waivers/deviations With Final Oqe
- Dec 17 2011 - Moved Quality Assurance Text Location For Readability
- Apr 15 2009 - Clarified The Sample Size For Large And Small Lot Sizes
- Jan 19 2011 - Added Notification Of Dcma Upon Contract Award
- May 02 2009 - Added Lubricants And Sealants To The C Of C
- Aug 27 2014 - Took Out Contractor's Phone Number Requirement
- Dec 01 2011 - Moved "notes To Dcma Qar" To Qa Section
- Jan 5 2017 - Ecds/csd Info Was Added To Definitions In The Notes Section;
date Of First Submission=asreq
paragraph 10.4 Of Di-qcic-81110 Does Not Apply.
date Of First Submission=asreq
block 12 - Certification Data Must Be Submitted To Portsmouth Naval Shipyard For Review And Acceptance Prior To Each Shipment Of Material. Certification Documentation Must Be Submitted Via Wawf (wide Area Work Flow).
enter In Wawf As Follows:
"ship To" N50286
"inspect By" N39040
"accept By" N39040
and Email Notification Field: Port_ptnh_wawf_notification@navy.mil
no Material Is To Be Shipped Prior To The Receipt Of Acceptance.
date Of First Submission=asreq
block 4 - Paragraphs 10.2.1, 10.2.2, 10.2.3, 10.3, And 10.4 Of Di-misc-80678 Do Not Apply.
block 12 - Certification Data Must Be Submitted To Portsmouth Naval Shipyard For Review And Acceptance Prior To Each Shipment Of Material. Certification Documentation Must Be Submitted Via Wawf (wide Area Work Flow).
enter In Wawf As Follows:
"ship To" N50286
"inspect By" N39040
"accept By" N39040
and Email Notification Field: Port_ptnh_wawf_notification@navy.mil
no Material Is To Be Shipped Prior To The Receipt Of Acceptance.
date Of First Submission=asreq
block 4 - Paragraphs 10.2.2, 10.2.3, 10.2.4, And 10.3 Of Di-misc-80678 Do Not Apply.
block 12 - Certification Data Must Be Submitted To Portsmouth Naval Shipyard For Review And Acceptance Prior To Each Shipment Of Material. Certification Documentation Must Be Submitted Via Wawf (wide Area Work Flow).
enter In Wawf As Follows:
"ship To" N50286
"inspect By" N39040
"accept By" N39040
and Email Notification Field: Port_ptnh_wawf_notification@navy.mil
no Material Is To Be Shipped Prior To The Receipt Of Acceptance.
Closing Date3 Mar 2025
Tender AmountRefer Documents
Dairies Tender
Works
Civil And Construction...+1Pipe Line Project
Corrigendum : Closing Date Modified
India
Description: Retender- Fabrication And Installation Of C.s Seamless Refrigerant Pipelines Of Sa 106, Grade B For Icecream Cold Store At Dudhmotisagar Dairy, Dharuhera.
Closing Soon21 Feb 2025
Tender AmountINR 800 K (USD 9.2 K)
Southern Railway - SR Tender
Works
Civil And Construction...+3Electrical Cables And Wires, Construction Material, Electrical and Electronics
Ireps
India
Details: Description:- Supply ,fabrication & Fixing Of Ms Bracket Made Up Of 40 X 12 Mm Flat Including
fasteners, Pin/shackle Insulator Etc Of Suitable Size To Hold 4 Cables And One Earth Wire Over The Earth
studasperdrgno:cee/cn/ms/15-2004inanapprovedmannerandasdirectedbyengineer
incharge At Site.
Closing Date3 Mar 2025
Tender AmountINR 3.2 Million (USD 37.9 K)
DEPT OF THE ARMY USA Tender
Machinery and Tools
United States
Details: Synopsis: This Sources Sought Announcement Is To Assist The Us Army Devcom Soldier Center To Identify Potential Sources That Possess The Technical Capability And Qualifications In Meeting The Government’s Minimum Needs For Two Types Of Single Edge Double Bevel Design Blades For Use In Cutting Apparatus (sauer {neumag} Nmc 150 [nmc-h Series]) To Provide Staple Sized Synthetic Fiber For Production Materials In Support Of Combat Capabilities Development Command –solider Center (ccdc-sc) Fiber Project Branch (fpb).
the Government Requests That Responses Be Submitted Electronically To Mary.k.prebensen.civ@army.mil And Christine.p.poulack.civ@army.mil By 28 Feb 2025 By 5pm Est.
background: The Government (devcom Soldier Center) Distinctive Materials Solutions Branch (dmsb) Needs Two Types Of Single Edge Blades For Use In Cutting Apparatus (sauer {neumag} Nmc 150 [nmc-h Series]) To Provide Staple Sized Synthetic Fiber For Production Materials To Support Customer Requirement For Their End Product.
description: The Contractor Will Be Expected To Fabricate Single Edge, Double Bevel Design Blades
general Specifications For First Set Single Edge Blades:
l: 0.630"
w: 0.315"
thickness: 0.019"
tolerance: 0.005"
single Edge, Double Bevel (20 Deg/40 Deg)
weight Approx... 0.8-1.2 Grams
polished All Edges And Surfaces To A 2 Rms Finish
general Specifications For Second Set Single Edge Blades:
l: 48.0mm
w: 8.0mm
thickness: 0.9mm
single Edge, Double Bevel (33 Deg/17 Deg)
polished All Edges And Surfaces To A 2 Rms Finish
specific Specifications:
tungsten Carbide (wc): 85-94% - Currently 92%
cobalt (co): 6-15% - Currently 12% (better Than A Grade C-2)
wear Resistance: Extra High Hardness (hra): 92-95 -currently 92
ultra-fine Grain Size (wc): 0.6-0.8
density (g/cm3): 14-15 - Currently 14
deliverables: First Set Of Blades Listed In Requirement A. Above: Three Shipments Containing 1,000 Blades/shipment Or Single Shipment Of 3,000 Blades Within 6-8 Weeks After Receipt Of Order. Second Set Of Blades Listed In Requirement B. Above: Four Shipments Containing 1,000 Blades/shipment Or Single Shipment Of 4,000 Blades Within 6-8 Weeks After Receipt Of Order.
delivery Date: The Government Anticipates 20 Weeks/months Lead Time For This Item.
interested Parties Are Invited To Submit A Response To This Sources Sought Announcement. This Is A Sources Sought Announcement Only
this Sources Sought Announcement Is Issued Solely For Information And Planning Purposes And To Identify Interested Sources. This Is Not A Solicitation. No Contract Will Be Awarded From This Announcement. This Sources Sought Does Not Constitute A Request For Proposal (rfp) Or A Promise To Issue An Rfp In The Future. It Is Subject To Change And Is Not Binding On The Government. Further, Unsolicited Proposals Will Not Be Accepted. Funding Is Not Available At This Time. The United States Army Has Not Made A Commitment To Procure Any Of The Items/services Discussed, And Release Of This Sources Sought Announcement Should Not Be Construed As Such A Commitment Or As Authorization To Incur Cost For Which Reimbursement Would Be Required Or Sought. Response To This Sources Sought Announcement Is Voluntary And No Reimbursement Will Be Made For Any Costs Associated With Providing Information In Response To This And Any Follow-on Information Requests. All Submissions Become Government Property And Will Not Be Returned.
not Responding To This Sources Sought Announcement Does Not Preclude Participation In Any Future Rfp If Any Is Issued. If A Solicitation Is Released, It Will Be Synopsized In The Sam.gov Website. It Is The Responsibility Of The Potential Responders To Monitor This Site For Additional Information Pertaining To This Subject.
responses:
interested Parties May Identify Their Interest And Capability By Sending Responses Regarding This Requirement To Devcom Soldier Center Via E-mail Only To Mary.k.prebensen.civ@army.mil And Christine.p.poulack.civ@army.mil No Later Than 28 Feb 2025 By 5:00 P.m. Est. The U.s. Government Will Not Pay For Any Information Or Administrative Cost Incurred In Response To This Notice. All Costs Associated With Responding To This Notice Will Be Solely At The Expense Of The Interested Party.
please Provide Business Size (indicate Your Socioeconomic Status), Applicable Naics Code, And Cage Code. If You Hold A Gsa Federal Supply Schedule Contract, Please Identify Your Contract Number.
questions:
any Questions For Clarification May Be Emailed To Mary.k.prebensen.civ@army.mil And Christine.p.poulack.civ@army.mil No Later Than 25 Feb 2025 By 5:00 P.m. Est. Verbal Questions Will Not Be Accepted. Questions Shall Not Contain Proprietary Or Classified Information. An Unattributed List Of Questions And Answers Will Be Published At The Same Web Location Of This Sources Sought Announcement.
Closing Date28 Feb 2025
Tender AmountRefer Documents
University Of The Philippines Tender
Others
Philippines
Description: Invitation To Bid For One (1) Job Fabrication Of Four (4) Units Fumehood And Seven (7) Units Emergency Shower With Eye Wash For The Chemistry Teaching Laboratories B-21, 217 & 218 (itb-2025-003) , General Contractor ,university Of The Philippines - Visayas
Closing Soon19 Feb 2025
Tender AmountPHP 2 Million (USD 34.7 K)
Municipality Of Polomolok, South Cotabato Tender
Automobiles and Auto Parts
Philippines
Details: Description Motor Vehicles -mo(0095) Item No. Qty Unit Description Of Articles Of Materials 1 1 Unit Motor Vehicle - Passenger Bus Specifications: Engine: 220hp Euro Iv Fuel System: Bosch Crdi Transmission: Qi Jiang S6-80 Clutch: Sachs Steering: Power Steering Retarder: Terca Alternator: Prestolite Suspension: Leaf Spring Suspension Fuel Capacity: 220 Liters Abs: Wabco Tyre: Double Coin (8.25r20) Brake: Brake Drum Seats: 2 X 2 Standard Seats (33+1+1) Passenger Door: Swing Out With Luggage Compartment Color White Accessories: Tv Monitor & Complete Audio Video Cloth Fold Window Curtain Digital Clock Manual Sun Visor Anti-attrition Floor Leatheroid Two (2) Emergency Roof Exit 2 Kg Fire Extinguisher Automatic Fire Extinguisher Device Engine Compartment Safety Hammer Room Lights Windshield (2 Pcs) Left & Right Note: Fob Gensan 3 Years Lto Reguistration Gsis Insurance With Customized Fabrication Of Sticker (sticker Over Top Coat)
Closing Soon24 Feb 2025
Tender AmountPHP 7.5 Million (USD 127.8 K)
Province Of Eastern Samar Tender
Civil And Construction...+1Civil Works Others
Philippines
Details: Description Republic Of The Philippines Provincial Government Of Eastern Samar Capitol Building, Borongan, Eastern Samar, 6800 Tel No. (055)-560-8312 E-mail Address: Esamar.bac@gmail.com Bids And Awards Committee (bac) Invitation To Bid For Construction Of Covered Court Flooring And Cultural Stage, Brgy. San Roque, Dolores, Eastern Samar 1. The Provincial Government Of Eastern Samar, Through The 20% Edf 2025 Intends To Apply The Sum Of Two Million Thirty Seven Thousand Five Hundred Pesos Only (php2,037,500.00) Being The Approved Budget For The Contract (abc) To Payments Under The Contract Itb No. 2025-02-095 Construction Of Covered Court Flooring And Cultural Stage, Brgy. San Roque, Dolores, Eastern Samar. Bids Received In Excess Of The Abc Shall Be Automatically Rejected At Bid Opening. 2. The Provincial Government Of Eastern Samar Now Invites Bids, Item No. B.5 – Project Billboard/signboard (1.00 Each), Item No. B.7(1) – Occupational Safety And Health Program (3.33 Month), Item No. B.9 – Mobilization/demobilization (1.00 L.s.), Item No. 801(1)b – Removal And Obstruction Of Structure (1.00 L.s.), Item No. 803(1)a – Structure Excavation (common Soil) (8.01 Cu.m.), Item No. 804(1)a – Embankment From Structure Excavation (5.01 Cu.m.), Item No. 804(1)b – Embankment From Borrow (17.06 Cu.m.), Item No. 804(4) – Gravel Fill (52.57 Cu.m.), Item No. 900(1)c2 – Structural Concrete (footings And Slab On Fill), Class A, 28 Days (53.93 Cu.m.), Item No. 900(1)c4 – Structural Concrete (columns), Class A, 28 Days (1.12 Cu.m.), Item No. 900(1)c6 – Structural Concrete (beams/girders), Class A, 28 Days (1.28 Cu.m.), Item No. 902(1)a – Reinforcing Steel (deformed), Grade 40 (2,069.81 Kg), Item No. 903(2) – Formworks And Falseworks (36.68 Sq.m.), Item No. 1046(2)a1 – Chb Non Load Bearing (including Reinforcing Steel), 100mm (38.88 Sq.m.), Item No. 1027(1) – Cement Plaster Finish (60.96 Sq.m.), Item No. 1051(1) – Railing (1.00 L.s), Item No. 1003(1)c2 – Ceiling, 6mm, Wood Frame (1.00 L.s.), Item No. 1032(1)a – Painting Works (masonry/concrete) (98.16 Sq.m.), Item No. 1032(1)b – Painting Works (wood) (42.96 Sq.m.), Item No. 1032(1)c – Painting Works (steel) (9.36 Sq.m.), Item No. 1003(5) – Roof Frame, Wood (1.00 L.s.), Item No. 1014(1)b1 – Prepainted Metal Sheets, Long Span, Corrugated Type, Above0.427mm (42.96 Sq.m.), Item No. 1013(2)a2 – Fabricated Metal Roofing Accessory (flashing, Gauge 26) (18.60 In.m.), Completion Of The Works Is Required Within 100 Calendar Days. Bidders Should Have Completed Contract Similar To The Project. The Description Of An Eligible Bidder Is Contained In The Bidding Documents, Particularly, In Section Ii Instruction To Bidders. 3. Bidding Will Be Conducted Through Open Competitive Bidding Procedures Using Non-discretionary Pass/fail Criterion As Specified In The 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, 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 The Provincial Government Of Eastern Samar And Inspect The Bidding Documents At The Address Given Below From 8:00 Am – 5:00pm, Monday To Friday. 5. A Complete Set Of Bidding Documents May Be Purchased By Interested Bidders From The Address Below And Upon Payment Of A Nonrefundable Fee For The Bidding Documents In The Amount Of Three Thousand Pesos Only (php3,000.00). It May Also Be Downloaded Free Of Charge From The Website Of The Philippine Government Electronic Procurement System (philgeps), Provided That Bidders Shall Pay The Fee For The Bidding Documents Not Later That The Submission Of Their Bids. 6. The Provincial Government Of Eastern Samar Will Hold A Pre-bid Conference On February 05, 2025, 10:00 A.m., At The Bids And Awards Committee Office, Capitol Building, Borongan City, Which Shall Be Open Only To All Interested Parties Who Have Purchased The Bidding Documents. 7. Bids Must Be Delivered To The Address Below On Or Before February 21, 2025, 10:00 A.m., At The Bids And Awards Committee Office, Capitol Building, Borongan City. All Bids Must Be Accompanied By A Bid Security In Any Of The Acceptable Forms And In The Amount Stated In Itb Clause 18. Bids Will Be Opened In The Presence Of The Bidders’ Representatives Who Choose To Attend At The Address Below. Late Bids Shall Not Be Accepted. 8. The Procurement Process Will Be Conducted In Accordance With The Schedules Provided In Ra 9184 And Its Rirr For Advertisements, Receipt Of Letters Of Intent, And Issuance Of Bid Documents. 9. The Provincial Government Of Eastern Samar 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. 10. For Further Information, Please Refer To: Nelson F. Cortez Chairman, Bids And Awards Committee Bids And Awards Committee Office Capitol Building, Borongan City Mobile No.09177583330 E-mail Address: Easternsamar.gov.ph Esamar.bac@gmail.com Nelson F. Cortez Bac Chairman
Closing Soon21 Feb 2025
Tender AmountPHP 2 Million (USD 34.7 K)
Department Of Public Works And Highways - DPWH Tender
Civil And Construction...+1Building Construction
Philippines
Details: Description Invitation To Bid January 27, 2025 1. The Dpwh- Quirino District Engineering Office, Through The Gaa Fy 2025 Intends To Apply The Sum Of ₱4,950,000.00 Being The Approved Budget For The Contract (abc) To Payments Under The Contract For The Project Stated Below. Bids Received In Excess Of The Abc Shall Be Automatically Rejected At Bid Opening. 2. The Dpwh- Quirino District Engineering Office Through Its Bids And Awards Committee Now Invites Bids For The Hereunder Works: 1 Name Of Project/location : Basic Infrastructure Program (bip) - Multi-purpose Building/ Facilities To Support Social Services - Construction Of Multi-purpose Building (day Care Center), Barangay Rizal, Saguday, Quirino Contract I.d. : 25bk0064 Brief Project Description 1 Storey Multi-purpose Building Scope Of Works : Construction Of Multi-purpose Building Other General Requirements • Permits And Clearances • Project Billboard/signboard • Occupational Safety And Health • Mobilization / Demobilization Earthworks • Structure Excavation, Common Soil • Embankment From Roadway/structure Excavation, Common Soil • Embankment From Borrow, Common Soil • Gravel Fill Reinforced Concrete • Structural Concrete, 3000 Psi, Class A, 28 Days • Reinforcing Steel (deformed), Grade 40 • Formworks And Falseworks Finishing And Other Civil Works • Soil Poisoning • Catch Basin • Sewer Line Works • Storm Drainage And Downspout • Septic Vault, Concrete/chb • Plumbing Fixtures • Cold Water Lines • Ceiling 4.5 Mm, Metal Frame, Fiber Cement Board • Flush Door • Doors, Wood Panel • Glass And Glazing • Fabricated Metal Roofing Accessory, Gauge 26 (0.551 Mm), Flashings • Fabricated Metal Roofing Accessory, Gauge 24 (0.701 Mm), Gutters • Prepainted Metal Sheets, Above 0.427 Mm, Rib Type, Long Span • Floor Finishes • Cement Plaster Finish • Painting Works, Masonry/concrete • Painting Works, Steel • Reflective Insulation • Perforated Ceiling Panel • Chb Non Load Bearing (including Reinforcing Steel), 100mm • Chb Non Load Bearing (including Reinforcing Steel), 150mm • Metal Structure Accessories, Turnbuckle • Metal Structure Accessories, Bolts And Rods • Metal Structure Accessories, Sagrods • Metal Structure Accessories, Cross Bracing • Metal Structure Accessories, Steel Plates • Structural Steel, Trusses • Structural Steel, Purlins • Railing Electrical • Conduits, Boxes & Fittings (conduit Works/conduit Rough-in) • Wires And Wiring Devices • Panelboard With Main & Branch Breakers • Lighting Fixtures And Lamps Mechanical • Airconditioning, Package/split Type Approved Budget For The Contract (abc) : ₱4,950,000.00 Project Duration : 111 Calendar Days Cost Of Bidding Documents : ₱5,000.00 Pcab License Category C&d (size Range : Small B) 3. Prospective Bidders Should Be (1) Registered With And Classified By The Philippine Contractors Accreditation Board (pcab) With Pcab License Category (see Table Above). The Description Of An Eligible Bidder Is Contained In The Bidding Documents, Particularly, In Annex Ii-1.1 B Section Ii And Iii Of Bidding Documents. Contractors/applicants Who Wish To Participate In This Bidding Are Encouraged To Enroll In The Dpwh Civil Works Application (cwa) At The Dpwh Procurement Service (prs), 5th Floor, Dpwh Bldg., Bonifacio Drive, Port Area, Manila, While Those Already Enrolled Shall Keep Their Records Current And Updated. The Contractor’s Eligibility To Bid On The Project Will Be Determined Using The Dpwh Contractor Profile Eligibility Process (cpep) And Subject To Further Post-qualification. Information On Registration Can Be Obtained From The Prs During Working Weekdays From 7:00 Am To 4:00 Pm Or At The Dpwh Website Www.dpwh.gov.ph. 4. Pursuant To Gppb Resolution No. 15-2021 Dated October 14, 2021, Prospective Bidders Shall Submit In Their First Envelope The Updated Philgeps Certificate Of Platinum Registration And Membership In Accordance With Sections 23.3, 24.4.3 And 54 Of Republic Act 9184 (ra9184), All Class “a” Eligibility Documents Covered By Section 8.5.2 Of The 2016 Revised Irr Of Ra 9184 Supporting The Veracity, Authenticity And Validity Of The Certificate Shall Remain Current And Updated, And That Failure By The Prospective Bidder To Update Its Philgeps Certificate Of Platinum Registration And Membership With The Current And Updated Class “a” Eligibility Documents Covered By Section 8.5.2 Of The 2016 Revised Irr Of Ra 9184 Shall Result In The Automatic Suspension Of The Validity Of Its Certificate Of Platinum Registration And Membership Until Such Time That All Of The Expired Class “a” Eligibility Documents Has Been Updated. 5. Bidders Are Required To Update Their Existing Philgeps Registration (platinum) In The Dpwh Civil Works Registry Prior To The Scheduled Receipt And Opening Of Bids. 6. 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”. The Contract Shall Be Awarded To The Lowest Calculated Responsive Bidder (lcrb) Who Was Determined As Such During Post-qualification. 7. Interested Bidders May Obtain Further Information From The Dpwh- Quirino District Engineering Office And Inspect The Bidding Documents At Procurement Unit Office, Dpwh Quirino District Engineering Office During Weekdays From January 29, 2025 - February 19, 2025. 8. A Complete Set Of Bidding Documents May Be Acquired By Interested Bidders On January 29, 2025 From The Address Below And Upon Payment Of The Applicable Fee For The Bidding Documents, Pursuant To The Latest Guidelines Issued By The Gppb, In The Amount Stated Above. Pursuant To Section 17.5 Of The 2016 Revised Irr Of Ra 9184, Bidding Documents Fee May Be Refunded In Accordance With The Aforementioned Guidelines Based On The Grounds Provided For Under Section 41 Of Ra 9184 And Its Irr. 9. 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 Applicable Fee For The Bidding Documents Not Later Than The Submission Of Their Bids. 10. The Dpwh- Quirino District Engineering Office Will Hold A Pre-bid Conference On February 5, 2025 9:00 A.m. Via Zoom Meeting Id: 460 121 7399 Passcode: Pru_24 At Conference Room, Dpwh Quirino District Engineering Office And Through Live-stream On Youtube Channel: Www.youtube.com/@dpwh.quirino.districteo, Which Shall Be Open To Prospective Bidders. 11. Bid Submission Maybe Done Manually Or Electronically/online. However, Bidders Should Only Select One Mode Of Submission, Either Manual Or Electronic. Similar To Manual Submission, The Guidelines For The Preparation And Submission Of An Electronic Bid Are Contained In The Bds Clause 17. 12. Bids Must Be Duly Received By The Bac Secretariat At The Address Below For Manual Submission Or At Electronicbids_quirino@dpwh.gov.ph For Electronic Submission On Or Before February 19, 2025 Not Later Than 10:00 A.m. All Bids Must Be Accompanied By A Bid Security In Any Of The Acceptable Forms And In The Amount Stated In Itb Clause 16. 13. Bid Opening Shall Be On February 19, 2025 Immediately After The Deadline Of Submission Of Bids, Via Zoom (same Id And Passcode With The Pre-bid Conference) At Conference Room, Dpwh Quirino District Engineering Office And Through Live-stream On Youtube Channel: Https://www.youtube.com/@dpwhquirinodeoproclivestream. Bids Will Be Opened In The Presence Of The Bidders’ Representatives Who Choose To Attend At The Address Below. Late Bids Shall Not Be Accepted. 14. All Bids Must Be Accompanied By A Bid Security In Any Of The Acceptable Forms And In The Amount Stated In Bds Clause 15.1. 15. If At The Time Of The Post-qualification Procedure, The Bac Verifies That Any Of The Deficiencies Is Due To The Contractor’s Fault Or Negligence Pursuant To 34.3(b)(ii)(c) Of The 2016 Revised Implementing Rules And Regulations Of Republic Act No.9184 (2016 Rirr Of Ra 9184), The Procuring Entity Shall Disqualify The Contractor From The Award Without Any Right To Reimburse Fees And Incidental Cost Paid For The Procurement Of Infrastructure Contract Subject Of The Bid. 16. The Dpwh- Quirino District Engineering Office 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 Section 41 Of Ra 9184 And Its Irr, Without Thereby Incurring Any Liability To The Affected Bidder Or Bidders. 17. You May Visit The Following Websites; For Downloading Bidding Documents: Dpwh Website: Www.dpwh.gov.ph Philgeps Website: Www.philgeps.gov.ph Livestreaming Website: Www.youtube.com/@dpwh.quirino.districteo For Online Bid Submission: Electronicbids_quirino@dpwh.gov.ph 18. For Further Information, Please Refer To: Brenda B. Carbonel Head, Procurement Staff Email Address: Carbonel.brenda@dpwh.gov.ph
Closing Soon19 Feb 2025
Tender AmountPHP 4.9 Million (USD 84.4 K)
Municipality Of Argao, Cebu Tender
Manpower Supply
Philippines
Details: Description The Bids & Awards Committee (bac) Of Municipality Of Argao, Cebu, Invites All Interested Suppliers/manufacturers/distributors/contractors/consultants To Apply For Eligibility And To Submit Bids For The Following: B.9 Mobilization /demobilization Quantity 1.00 L.s. Dpwh Standard Output Per Hour (oph)= 1.00 L.s. 1.00 L.s. Mobilization /demobilization Direct Cost: A. Materials: B. Manpower: C. Equipment And Water: Number Of Hours 6.00 1.00 A. Backhoe (0.80 Mᶾ) 6.00 1.00 B. Dumptruck (12 Ydᶾ) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) B.5 Project Billboard/signboard Quantity 1.00 L.s. Dpwh Standard Output Per Day (opd)= 1 Ls 1.00 L.s. Project Billboard/signboard Direct Cost: A. Materials: 64.00 Sq.ft. A. Tarpaulin (4' X 8') 37.00 Bd.ft. B. Lumber Coco 1.00 Kg C. Common Nails Assorted 2.00 Sheets D. Plywood Marine (1/4" X 4' X 8') B. Manpower: Number Of Hours 4.00 1.00 A. Construction Foreman 4.00 1.00 B. Skilled Laborer 4.00 2.00 C. Unskilled Laborer C. Equipment And Water: Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) B.7(2) Occupational Safety And Health Program Quantity 1.00 L.s. Dpwh Standard Output Per Day (opd)= 1.00 L.s. 1.00 L.s. Occupational Safety And Health Program Direct Cost: A. Materials: 2769.00 Man-days A. Safety Helmet 2769.00 Man-days B. Safety Shoes 2769.00 Man-days D. Working Gloves 1.00 Set E. First Aid Kit B. Manpower: Number Of Days 14.00 1.00 A. Safety Practitioner/officer (part Time) C. Equipment And Water: Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) B.3 Permits And Clearances Quantity 1.00 L.s. Dpwh Standard Output Per Day (opd)= 1.00 L.s. 1.00 L.s. Permits And Clearances Direct Cost: A. Materials: 1.00 L.s. Permits And Other Clearances - Building Permit Processing Fees B. Manpower: C. Equipment And Water: Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 803(1)a Structure Excavation (common Soil) Quantity 43.41 M3 Dpwh Standard Output Per Hour (oph)= 20.00 M3 43.41 M3 Structure Excavation (common Soil) Direct Cost: A. Materials: B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 3.00 B. Unskilled Laborer C. Equipment And Water: Number Of Hours 1.00 1.00 A. Backhoe (0.80 Mᶾ) 1.00 2.00 B. Dumptruck (12 Ydᶾ) Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 804(1)a Embankment From Structure Excavation Quantity 39.57 M3 Dpwh Standard Output Per Hour (oph)= 9.84 M3 39.57 M3 Embankment From Structure Excavation Direct Cost: A. Materials: B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 3.00 B. Unskilled Laborer C. Equipment And Water: Number Of Hours 0.75 1.00 A. Plate Compactor (5 Hp) 0.75 1.00 B. Backhoe (0.80 M3) Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 804(4) Gravel Bedding Quantity 3.81 M3 Dpwh Standard Output Per Day (opd)= 1.20 M3 3.81 M3 Gravel Bedding Direct Cost: A. Materials: 1.05 M3 A. Gravel Bedding (g1)(w/5% Shrinkage Factor) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 3.00 B. Unskilled Laborer C. Equipment And Water: Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 900(1)c2 "structural Concrete (footing, Slab On Fill)" Quantity 15.03 M3 Dpwh Standard Output Per Day (opd)= 0.357 M3 15.03 M3 " Structural Concrete (footing, Slab On Fill)" Direct Cost: A. Materials: 1.00 M3 A. Gravel 0.50 M3 B. Sand 9.10 Bags C. Portland Cement B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 4.00 C. Unskilled Laborer C. Equipment And Water: 1.00 1.00 A. One Bagger Mixer Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 900(1)c3 "structural Concrete (footing Tie Beam, Wall Footing)" Quantity 2.56 M3 Dpwh Standard Output Per Day (opd)= 0.270 M3 2.56 M3 " Structural Concrete (footing Tie Beam, Wall Footing)" Direct Cost: A. Materials: 1.00 M3 A. Gravel 0.50 M3 B. Sand 9.10 Bags C. Portland Cement B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 4.00 C. Unskilled Laborer C. Equipment And Water: 1.00 1.00 A. One Bagger Mixer Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 900(1)c4 "structural Concrete (columns)" Quantity 5.42 M3 Dpwh Standard Output Per Day (opd)= 0.270 M3 5.42 M3 " Structural Concrete (columns)" Direct Cost: A. Materials: 1.00 M3 A. Gravel 0.50 M3 B. Sand 9.10 Bags C. Portland Cement B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 4.00 C. Unskilled Laborer C. Equipment And Water: 1.00 1.00 A. One Bagger Mixer Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 900(1)c5 "structural Concrete (roof Beams, Lintel Beams, Cantilever Beams)" Quantity 3.90 M3 Dpwh Standard Output Per Day (opd)= 0.270 M3 3.90 M3 " Structural Concrete (roof Beams, Lintel Beams, Cantilever Beams)" Direct Cost: A. Materials: 1.00 M3 A. Gravel 0.50 M3 B. Sand 9.10 Bags C. Portland Cement B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 4.00 C. Unskilled Laborer C. Equipment And Water: 1.00 1.00 A. One Bagger Mixer Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 900(1)c6 "structural Concrete (suspended Slab)" Quantity 2.09 M3 Dpwh Standard Output Per Day (opd)= 0.270 M3 2.09 M3 " Structural Concrete (suspended Slab)" Direct Cost: A. Materials: 1.00 M3 A. Gravel 0.50 M3 B. Sand 9.10 Bags C. Portland Cement B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 4.00 C. Unskilled Laborer C. Equipment And Water: 1.00 1.00 A. One Bagger Mixer Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 902(1) "reinforcing Steel Of Reinforced Concrete Structures, Grade-40" Quantity 3,947.39 Kg Dpwh Standard Output Per Day (opd)= 143.44 Kg 3947.39 Kg " Reinforcing Steel Of Reinforced Concrete Structures, Grade-40" Direct Cost: A. Materials: 1.00 Kg A. Deformed Reinforcing Steel - G40 0.02 Kg B. #16galvanized Iron Wire C. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 3.00 B. Skilled Laborer 1.00 12.00 C. Unskilled Laborer C. Equipment And Water: 0.50 1.00 A. Bar Cutter 0.50 1.00 B. Bar Bender Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 903 (2) Formworks And Falseworks Quantity 56.65 M2 Dpwh Standard Output Per Day (opd)= 3.24 M2 56.65 M2 Formworks And Falseworks Direct Cost: A. Materials: 0.35 Pcs A. Ordinary Plywood - 3 Uses 7.19 Bd Ft B. Good Lumber - 3 Use 0.21 Kg C. Assorted Common Wire Nail D. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 2.00 B. Skilled Laborer 1.00 4.00 C. Unskilled Laborer Removal 0.41 1.00 A. Construction Foreman 0.41 6.00 B. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1046.00 100 Mm Chb Non Load Bearinglload Bearing (including Reinforcing Steel) Quantity 188.21 M2 Dpwh Standard Output Per Day (opd)= 3.825 M2 188.21 M2 100 Mm Chb Non Load Bearinglload Bearing (including Reinforcing Steel) Direct Cost: A. Materials: 13.00 Pc A. 100 Mm Thk Chb (non-load Bearing) 0.53 Bag B. Cement 0.04 Cu.m C.sand 3.24 Kg D. Reinforcing Steel 0.05 Kg E. #16 Tie Wire B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 2.00 B. Skilled Laborer 1.00 3.00 C. Unskilled Laborer C. Equipment And Water: 1.00 1.00 A. One-bagger Mixer Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1016(1)a Waterproofing Cement Base Quantity 12.54 M2 Dpwh Standard Output Per Day (opd)= 1.875 M2 12.54 M2 Waterproofing Cement Base Direct Cost: A. Materials: 1.05 M2 A. Cement-based Waterproofing B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 1.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1047 (2)b Structural Steel Roof Truss Quantity 507.84 Kg Dpwh Standard Output Per Day (opd)= 85.00 Kg 507.84 Kg Structural Steel Roof Truss Direct Cost: A. Materials: 1.00 Kg A. Structural Steel (channel Bar A36) 0.01 Kg B. Acetylene 0.02 Kg C. Oxygen 0.02 Kg D. Welding Rod E. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 2.00 B. Skilled Laborer 1.00 2.00 C. Unskilled Laborer Erection 0.49 3.00 A. Skilled Laborer 0.49 3.00 B. Unskilled Laborer C. Equipment And Water: 0.75 1.00 A. Welding Machine 0.25 1.00 B. Cutting Outfit 0.49 1.00 C. Truck Mounted Crane (20-25 Mt) Minor Tools (10 % Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1047 (2)c Structural Steel Purlins Quantity 200.46 Kg Dpwh Standard Output Per Day (opd)= 90.45 Kg 200.46 Kg Structural Steel Purlins Direct Cost: A. Materials: 1.05 Kg A. Structural Steel Framing Including Cross 0.02 Kg B. Acetylene C. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 2.00 B. Skilled Laborer 1.00 4.00 C. Unskilled Laborer C. Equipment And Water: 1.00 2.00 A. Welding Machine Minor Tools (10 % Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1014.00 Prepainted Metal Sheets (rib Type, Long Span, 0.427 Mm Thk.) Quantity 48.00 M2 Dpwh Standard Output Per Day (opd)= 2.769 M2 48.00 M2 Prepainted Metal Sheets (rib Type, Long Span, 0.427 Mm Thk.) Direct Cost: A. Materials: 1.00 M A. Prepainted Metal Sheets (rib Type, Long Span, 0.427mm Thk. 10.00 Pc B. Tek Screw C. Consumables (3% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 2.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1013(1) Fabricated Metal Roofing Accessory (flashings) Quantity 54.76 M Dpwh Standard Output Per Day (opd)= 10.00 M 54.76 M Fabricated Metal Roofing Accessory (flashings) Direct Cost: A. Materials: 1.05 M A. Flashings (bended) 19.00 Pc B. Blind Rivets C. Consumables (3% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 1.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1013(2)c Fabricated Metal Roofing Accessory (gutter) Quantity 7.76 M Dpwh Standard Output Per Day (opd)= 11.80 M 7.76 M Fabricated Metal Roofing Accessory (gutter) Direct Cost: A. Materials: 1.05 M A. Gutter (0.4 Mm) 3.00 Pc B. 12" X 1" Plain Gi Strap 16.00 Pc C. Blind Rivets C. Consumables (3% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 1.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1038(1) "reflective Insulation" Quantity 50.00 M2 Dpwh Standard Output Per Day (opd)= 5.56 M2 50.00 M2 " Reflective Insulation" Direct Cost: A. Materials: 1.00 M2 A. Reflective Insulation B. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 1.00 B. Skilled Laborer 1.00 2.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1100(10) Conduit Works, Boxes And Fittings Quantity 1.00 I.s. Dpwh Standard Output Per Day (opd)= "1.00 I.s." 1.00 I.s. Conduit Works, Boxes And Fittings Direct Cost: A. Materials: 1.00 Length A. 25 Mm Ø X 3.00 M Rsc Pipe 80.00 Length B. 15 Mm Ø X 3.00 Mm Pvc Pipes 10.00 Pcs C. 15mm Ø Pvc Coupling 30.00 Pcs D. 15mm Ø Pvc Elbow 25.00 Pcs E. Utility Box 30.00 Pcs F. Junction Box 1.00 Pcs G. 25mm Ø Entrance Cap H. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 47.39 1.00 A. Construction Foreman 47.39 1.00 B. Skilled Laborer 47.39 1.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1101(33) Wires And Wiring Devices Quantity 1.00 I.s. Dpwh Standard Output Per Day (opd)= 1.00 I.s. 1.00 I.s. Wires And Wiring Devices Direct Cost: A. Materials: 200.00 M A.3.5 Mm2 Electric Wire Thhn 160.00 M B.5.5 Mm2 Electric Wire Thhn 25.00 M C. 8.00 Mm2 Electric Wire (thhn) 1.00 Set D. Single-gang Switch 4.00 Set E. Two-gang Switch 2.00 Set F. Three-gang Switch 13.00 Set G. Duplex Convenience Outlet H. Consumables (3% Of Materials Cost) B. Manpower: Number Of Hours 28.05 1.00 A. Construction Foreman 28.05 1.00 B. Skilled Laborer 28.05 1.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10 % Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1102(1) Panel Board With Main Breaker/branches, 3 Wires, 1 Neutral, 50 Amp - 200 Amp Quantity 1.00 Set Dpwh Standard Output Per Day (opd)= 1 Set 1.00 Set Panel Board With Main Breaker/branches, 3 Wires, 1 Neutral, 50 Amp - 200 Amp Direct Cost: A. Materials: 1.00 Set A. Panel Board With Main Breaker And 8 Branches 50 Amp - 200 Amp 1.00 Pcs B. 60 Amp. Plug-in Breaker 2.00 Pcs B. 30 Amp. Plug-in Breaker 2.00 Pcs B. 20 Amp. Plug-in Breaker 2.00 Pcs B. 15 Amp. Plug-in Breaker B. Consumables (3% Of Materials Cost) B. Manpower: Number Of Hours 5.50 1.00 A. Construction Foreman 5.50 1.00 B. Skilled Laborer 5.50 2.00 C. Unskilled Laborer C. Equipment And Water: Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1001 (8) Sewer Line Work Quantity 1.00 Ls Dpwh Standard Output Per Day (opd)= 1.00 L.s. 1.00 Ls Sewer Line Work Direct Cost: A. Materials: 7.00 Lengths A. 50 Mm Ø Pvc Pipe,series 1000 3.00 Lengths B. 100 Mm Ø Pvc Pipe, Series 1000 8.00 Pcs C. Pvc 45 Deg. (3mm Bend X 50mm) 2.00 Pcs D. Pvc 45 Deg. (3mm Bend X 101mm) 2.00 Pcs E. Pvc 87.5 Deg. (6mm Bend X 101mm) 1.00 Pcs F. Pvc 45 Deg. Single Branch, Wye (101mm X 101mm) 1.00 Pcs G. Pvc 87.5 Deg. Single Branch, Seep, Tee (101mm X 50mm) 6.00 Pcs H. Pvc Coupling (50mm D) 2.00 Pcs I. Pvc Coupling3 (101mm D) 1.00 Pcs J. Pvc P-trap W/ Plug & Sealing Rings (50mm) 1.00 Pcs K. Pvc P-trap W/ Plug & Sealing Rings (101mm) 2.00 Pcs L. Pvc Cleanout W/ Plug & Sealing Rings (101mm) M. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 10.00 1.00 A. Construction Foreman 10.00 1.00 B. Skilled Laborer 10.00 2.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1001 (9) Storm Drainage And Downspout Quantity 1.00 L.s. Dpwh Standard Output Per Day (opd)= 1.00 L.s. 1.00 L.s. Storm Drainage And Downspout Direct Cost: A. Materials: 8.00 Lengths A. 75 Mm Ø Pvc Pipe,series 1000 9.00 Ea B. Pvc 45 Deg. (3mm Bend X 76mm) 5.00 Ea C. Pvc Coupling (76mm D) D. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 8.00 1.00 A. Construction Foreman 8.00 1.00 B. Skilled Laborer 8.00 2.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1002(6) Cold Waterline Pipes And Fittings Quantity 1.00 I.s. Dpwh Standard Output Per Day (opd)= "1.00 I.s." 1.00 I.s. Cold Waterline Pipes And Fittings Direct Cost: A. Materials: 5.00 Lengths A.13 Mm Ø X 4.00 M (ppr) Pipe, Pn 20 5.00 Pcs B.13 Mm Ø Ppr Elbow - Threaded 10.00 Pcs C.13 Mm Ø Ppr Elbow 10.00 Pcs D.13 Mm Ø Ppr Coupling 2.00 Pcs E.13 Mm Ø Gate Valve 2.00 Pcs F.13 Mm Ø Ppr Union 5.00 Pcs G.13 Mm Ø Ppr Tee H. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 6.65 1.00 A. Construction Foreman 6.65 1.00 B. Skilled Laborer 6.65 2.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax) 1032(1)c Painting Works (metal Painting) Quantity 58.55 M2 Dpwh Standard Output Per Day (opd)= 2.00 M2 58.55 M2 Painting Works (metal Painting) Direct Cost: A. Materials: 0.05 Gal A. Red Oxide Primer 0.10 Gal B. Enamel Paint 0.25 L C. Paint Thinner D. Consumables (5% Of Materials Cost) B. Manpower: Number Of Hours 1.00 1.00 A. Construction Foreman 1.00 2.00 B. Skilled Laborer 1.00 1.00 C. Unskilled Laborer C. Equipment And Water: Minor Tools (10% Of Labor Cost) Indirect Cost Contractor's Profit Overhead, Contingencies And Miscellaneous (ocm) Expenses Tax (vat/withholding Tax)
Closing Soon20 Feb 2025
Tender AmountPHP 1.4 Million (USD 25.5 K)
1301-1310 of 1766 active Tenders