Paint Tenders

Description: Scrap Ms T And P And General Ferrous Items U//s To Rly. Use Such As A] Jack Screw 15 T Capacity (01 No), Jack Screw 10 T (01 No), Screw Jack Duff 35 T(01 No), Hydraulic Jack 50 T(01 No), Hydraulic Jack Screw 1 Ram (02 Nos), Hydraulic Jack Duff Type 30 T Capacity (02 No), Small Jack (01 No), Jack Screw Type(01 No), Key For Laminated Bearing Spring (75 Nos), Lifting Pulling (01 No), Old Scrap Drum (200 Ltr Capacity : 06 Nos.) , Universal Coupling (10nos) , Release Valve (04 Nos), Safety Loop (30 Nos), Piston Rod (02 Nos), Piston Rod Nickle (03 Nos), Shackle (02 Nos), Shackle Pin For Spring (18 Nos), Kicker (02 Nos), Old High Pressure Water Jet Cleaning Machine U/s (01 No), Emergency Inflatable Lighting Tower(02 Nos), Rack 10x6- With Pigeon Hole (01 No) , Control Table Mfd (01 No), Mfd Hydraulic Jack (02 Nos), Grease Gun (01 No), Cupboard (old And Damaged 02 Nos), Bench Vice (01 No) , Head Stock Spring Hanger (02 No), Brake Beam Hanger (11 Nos) , Reweaving Chair(01 No), Chair 10 Nos, 04 Wheel Trolley (01 No), Valve Clappet Washer C&w (11nos) , Axle Guard Tie Rod (05 Nos) , Bucket Iron Glvd 2 1/2 Galf Cap (06 Nos). Painted Red Marked Fire, Plate Vacuum Testing(05 Nos), Stand Cleaning(01 No), Iron Bhatty(01 No), Old Damaged Hand Made Cupboard (01 No), Qty In Weight : 1732.4 Kg. Location: Sse(c&w)ndb Depot.b] Shackle Pin (31 Nos), Rail Skate Trolley(two Piece) -02 Nos. , Watering Ball Valve (iron) 172 Nos, Bearing Brass White Metal (17 Nos.), Jack Screw 20 T (02 Nos). Qty In Weight : 1302.8 Kgs. , Location: At Sse(c&w) Ndb Depot., C] Telescopic Jack With Plate (04 Nos), Telescopic Jack With Plate (01 No), Telescopic Jack With Plate (02 Nos), Telescopic Jack With Plate (02 Nos), Tilting Jack (03 Nos), Sliding Plats (02 Nos) , Claw Jack (03 Nos) , Radius Plate (03 Nos) , Stacking Set (02 Nos), Puling Device (01 No), Lifting Belt (02 Nos), Control Table Lukas (01 No), Traversing (roller Carriage Without Jack) 03 Nos, Telescopic Jack With Plate(04 Nos), Power Pack Machine(diesel Operated) 01 No, Hand Pump-01 No , Resetting Device-(02 Nos), Qty In Weight: 1659.8 Kgs. Location : Sse(c&w) Ndb Depot. Custodian: Sse C And W Ndb Total Disposable Weight Of Lot Is 4695 Kgs, (4.695 Mt) , Mode Of Delivery By Actual Weight In Mt, Loading By Purchaser, To Be Sale On As And Where Is Basis, Note: 1] Purchasers Are Requested To See The Lot/site Before Bidding. 2] Cutting Is Permitted If Required Necessary , 3] Fdp 50 Days .

Details: Description Construction Of Covered Court @ Prk Malipayon, Brgy Cannery Site -mo(0001) Item No. Qty Unit Description Of Articles Of Materials 1 1 Lot Supply Of Labor, Materials, Tools, Equipments And Other Incidental Expenses Necessary To Complete The Project For The "construction Of Covered Court, Purok Malipayon, Brgy. Cannery Site", Polomolok, South Cotabato. Item No. / Scope Of Works / Quantity - Unit B.9 Mobilization And Demobilization 1.00 L.s B.5 Billboard 1.00 Each 801(1) Removal Of Structures And Obstruction 1.00 L.s 803(1)a Structure Excavation (common Soil)138.60 Cu.m 804(1)a Embankment From Structure Excavation 117.84 Cu.m 804(1)b Embankment From Borrow12.00 Cu.m 804(4) Gravel Fill 11.16 Cu.m 900(1)c1 Structural Concrete 26.25 Cu.m 902 Reinforcing Steel 1.00 Lot 903(1) Formworks And False Works 1.00 Lot 1001(1)a6 Pipes And Fittings(75mm Dia.) 96.00 M 1013 (2) A1 - Fabricated Metal Roofing Accessory (ridge Roll) 25.96 Ln.m 1013 (2) A2 - Fabricated Metal Roofing Accessory (flashings) 34.00 Ln.m 1013 (2) B1 - Fabricated Metal Roofing Accessory (gutters) 15.00 Ln.m 1014 (1) B2 Prepainted Metal Sheets (0.40mm) Rib-type 708.98 Sq.m 1027 (1) Cement Plaster Finish 50.40 Sq.m 1032 (1) A Painting Works (masonry/concrete) 54.24 Sq.m 1032 (1) C Painting Works (steel) 1.00 Lot 1046(1)a2 - Masonry Works 19.80 Sq.m 1047 (2) A Structural Steel (trusses) 1.00 Lot 1047 (2) B Structural Steel (purlins) 1.00 Lot 1047 (2) A Structural Steel (strut) 1.00 Lot 1047 (3) A Metal Structure Accessories (anchor Bolt) 72.00 Each 1047 (3) C Metal Structure Accessories (turnbuckle) 32.00 Each 1047 (4) Metal Structure Accessories (cross Bracing) 1.00 Lot 1047 (7) B Metal Structure Accessories (sagrods) 1.00 Lot 1047 (5) Metal Structure Accessories (steel Plates) 1.00 Lot 1047 (8) Structural Steel 1.00 L.s

Details: Notice Of Proposed Procurement (npp) Title: Interior And Exterior Renovations - Kananaskis, Ab Solicitation Number: M5000-22-6241/a Description: The Two (2) Government Of Canada (goc) Owned Buildings, Estimated At 286 M2 Each, Located In Kananaskis, Alberta (the Site) Requires Interior And Exterior Upgrades To Each Of The Buildings, Including Re-painting Throughout, Replacement Of Flooring, The Replacement Of Cabinetry Within The Kitchens And Bathrooms, Replacement Of Counter Tops, Painting Exterior Wood Trim, Replacement Of All Windows And Doors, Installation Of Air Conditioning Condenser Units, As Well As Other Minor Renovations. The Contractor Must Perform And Complete The Work By 2026 March 31st. This Is A First Phase (phase One) Of A Two-phase Competition: The First Phase Will Pre-qualify Bidders Based On Mandatory Requirements As Per The Attached Request For Qualifications; Second Phase (phase Two) Will Invite The Qualified Bidders To Provide A Financial Bid On The Project Based On The Specifications And Drawings. The List Of Pre-qualified Bidders Resulting From Phase One Will Be Valid For A Period Of 60 Days Upon Notification Of Meeting The Mandatory Requirements Or Upon Award Of Contract In Phase Two Whichever Comes First. No Further Request For Qualifications Will Be Published For This Solicitation. There Is A Security Requirement Associated With The Requirement. Refer To The Attached Tender Documents To Obtain Further Information. Canada Retains The Right To Negotiate With Any Supplier On Any Procurement. Documents May Be Submitted In Either Official Language Of Canada. The Rcmp Has Adopted The Integrity Regime Administered By Public Services And Procurement Canada. As A Result, The Integrity Provisions Are Being Applied In Rcmp Contracting Activities As Outlined In This Solicitation. Canada Will Make Available Notices Of Proposed Procurement (npp), Bid Solicitations And Related Documents For Download Through The Government Electronic Tendering Service (gets) At Https://canadabuys.canada.ca/en/tender-opportunities . Canada Is Not Responsible And Will Not Assume Any Liabilities Whatsoever For The Information Found On Websites Of Third Parties. In The Event An Npp, Bid Solicitation Or Related Documentation Would Be Amended, Canada Will Not Be Sending Notifications. Canada Will Post All Amendments, Including Significant Enquiries Received And Their Replies, Using Gets. It Is The Sole Responsibility Of The Bidder To Regularly Consult Gets For The Most Up-to-date Information. Canada Will Not Be Liable For Any Oversight On The Bidder's Part Nor For Notification Services Offered By A Third Party. Indigenous Procurement: The Federal Indigenous Business Directory (ibd) Is An Online Resource For All Levels Of Government And The Private Sector To Identify Indigenous Business Capacity. Having A Business Profile In The Ibd Will Increase Your Company’s Visibility And May Provide Additional Business. A Profile In The Ibd Can Also Allow You To Compete For Federal Government Contracts That Are Set-aside For Indigenous Businesses Through The Procurement Strategy For Indigenous Businesses. For More Information And To Review Eligibility Criteria And Register, Visit: Www.canada.ca/indigenousbusinessdirectory.

Details: Description Invitation To Bid For Construction Of Senior Citizen's Building At Malinao, Naujan, Oriental Mindoro And Construction Of Senior Citizen's Building At Motoderazo, Naujan, Oriental Mindoro 1. The Provincial Government Of Oriental Mindoro (pgom), Through The 20% Development Fund 2025 Intends To Apply The Sum Of Three Million One Hundred Ninety Thousand Six Hundred Fifty Five Pesos And 47/100 (php 3,190,655.47) Being The Approved Budget For The Contract (abc) To Payments Under The Contract For “construction Of Senior Citizen's Building At Malinao, Naujan, Oriental Mindoro And Construction Of Senior Citizen's Building At Motoderazo, Naujan, Oriental Mindoro (ib No. Cw-2025-016)”. Bids Received In Excess Of The Abc Shall Be Automatically Rejected At Bid Opening. 2. The Provincial Government Of Oriental Mindoro (pgom) Now Invites Bids For The Above Procurement Project. Completion Of The Works Is Required 126 Calendar Days. Bidders Should Have A Contract Similar To The Project. The Description Of An Eligible Bidder Is Contained In The Bidding Documents, Particularly, In Section Ii (instructions To Bidders). Construction Of Senior Citizen's Building At Malinao, Naujan, Oriental Mindoro Approved Budget For The Contract: Php 1,595,680.89 Item No. Description Qty/unit B.3 B.5 800(1) 803(1)a 804(1)b 804(4) 900(1)c2 900(1)c3 900(1)c4 900(1)c6 902(1)a 903(2) 1046(2)a1 1004(2) 1008(2) 1010(2)a 1010(2)b Spl 1003(1)a1 1018(5) 1018(2) 1027(1) 1051(6) Spl-2 1005(6) 1032(1)a 1032(1)b 1032(1)с 1032(2) 1013(2)a2 & 1013(2)b1 1014(1)b2 1047(2)a 1047 (2) B 1047(10) 1001(10) & 1002(24) 1002(4) 1001(11) 1100 (10) 1101(33) 1102 (1) 1103(1) Permits And Clearances Project Billboard/sign Board Clearing And Grubbing Structure Excavation (common Soil) Embankment From Borrow Gravel Fill Structural Concrete (footing And Slab On Fill), Class A, 28 Days Structural Concrete (footing Tie Beam), Class A, 28 Days Structural Concrete (column), Class A, 28 Days Structural Concrete (beams/girders), Class A, 28 Days Reinforcing Steel (deformed), Grade 40 Formworks And Falseworks 100mm Chb Non-load Bearing (including Reinforcing Steel) Finishing Hardwares Aluminum Glass Windows Wooden Flush Door Wooden Panel Door Aluminum Doors 4.5mm Fiber Cement Board Ceiling On Metal Frame Ceiling Glazed Tiles Unglazed Tiles Cement Plaster Finish Railings Concrete Signage Window Accessory Painting Works, Masonry, Concrete & Ceiling Painting Works, (wood Painting) Painting Works, Steel Varnishing Works Fabricated Metal Roofing Accessory Prepainted Metal Sheets, Long Span, Above 0.427mm, Rib Type Structural Steel, Trusses Structural Steel Purlins Metal Structure Accessories Pipes With Fittings Connection & Cold Water Lines Plumbing Fixtures Septic Vault (concrete/chb) Conduit, Boxes, And Fittings (conduit Works/conduit Rough-in) Wires And Wiring Devices Panelboard With Main & Branch Breakers Lighting Fixtures And Lamps 1.00 L.s. 1.00 Ea 72.25 M2 28.11 M3 14.81 M3 3.28 M3 11.48 M3 2.61 M3 3.34 M3 3.94 M3 2,521.20 Kg 151.06 M2 192.52 M2 1.00 I.s 1.00 L.s. 3.36 M2 1.89 M2 1.00 I.s. 72.25 M2 38.76 M2 60.62 M2 293.14 M2 1.00 L.s 1.00 L.s. 1.00 L.s. 365.39 M2 6.72 M2 97.78 M2 3.78 M2 50.00 M 68.00 M2 995.25 Kg 354.66 Kg 1.00 L.s 1.00 L.s 1.00 L.s 1.00 L.s 1.00 L.s 1.00 L.s 1.00 L.s 1.00 L.s Construction Of Senior Citizen's Building At Motoderazo, Naujan, Oriental Mindoro Approved Budget For The Contract: Php 1,594,974.58 Item No. Description Qty/unit B.3 B.5 800(1) 803(1)a 804(1)b 804(4) 900(1)c2 900(1)c3 900(1)c4 900(1)c6 902(1)a 903(2) 1046(2)a1 1004(2) 1008(2) 1010(2)a 1010(2)b Spl 1003(1)a1 1018(5) 1018(2) 1027(1) 1051(6) Spl-2 1005(6) 1032(1)a 1032(1)b 1032(1)с 1032(2) 1013(2)a2 & 1013(2)b1 1014(1)b2 1047(2)a 1047 (2) B 1047(10) 1001(10) & 1002(24) 1002(4) 1001(11) 1100 (10) 1101(33) 1102 (1) 1103(1) Permits And Clearances Project Billboard/sign Board Clearing And Grubbing Structure Excavation (common Soil) Embankment From Borrow Gravel Fill Structural Concrete (footing And Slab On Fill), Class A, 28 Days Structural Concrete (footing Tie Beam), Class A, 28 Days Structural Concrete (column), Class A, 28 Days Structural Concrete (beams/girders), Class A, 28 Days Reinforcing Steel (deformed), Grade 40 Formworks And Falseworks 100mm Chb Non-load Bearing (including Reinforcing Steel) Finishing Hardwares Aluminum Glass Windows Wooden Flush Door Wooden Panel Door Aluminum Doors 4.5mm Fiber Cement Board Ceiling On Metal Frame Ceiling Glazed Tiles Unglazed Tiles Cement Plaster Finish Railings Concrete Signage Window Accessory Painting Works, Masonry, Concrete & Ceiling Painting Works, (wood Painting) Painting Works, Steel Varnishing Works Fabricated Metal Roofing Accessory Prepainted Metal Sheets, Long Span, Above 0.427mm, Rib Type Structural Steel, Trusses Structural Steel Purlins Metal Structure Accessories Pipes With Fittings Connection & Cold Water Lines Plumbing Fixtures Septic Vault (concrete/chb) Conduit, Boxes, And Fittings (conduit Works/conduit Rough-in) Wires And Wiring Devices Panelboard With Main & Branch Breakers Lighting Fixtures And Lamps 1.00 L.s. 1.00 Ea 72.25 M2 28.11 M3 14.81 M3 3.28 M3 11.48 M3 2.61 M3 3.34 M3 3.94 M3 2,521.20 Kg 151.06 M2 192.52 M2 1.00 I.s 1.00 L.s. 3.36 M2 1.89 M2 1.00 I.s. 72.25 M2 38.76 M2 60.62 M2 293.14 M2 1.00 L.s 1.00 L.s. 1.00 L.s. 365.39 M2 6.72 M2 97.78 M2 3.78 M2 50.00 M 68.00 M2 995.25 Kg 354.66 Kg 1.00 L.s 1.00 L.s 1.00 L.s 1.00 L.s 1.00 L.s 1.00 L.s 1.00 L.s 1.00 L.s 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 (ra) No. 9184. 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 Bids And Awards Committee Of The Pgom And Inspect The Bidding Documents At The Address Given Below From 8:00 A.m. To 5:00 P.m. Of Mondays To Fridays. 5. A Complete Set Of Bidding Documents May Be Acquired By Interested Bidders On January 20, 2025 To February 03, 2025 From Given 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 Of Five Thousand Pesos (php 5,000.00). The Procuring Entity Shall Allow The Bidder To Present Its Proof Of Payment For The Fees In Person. 6. The Pgom Will Hold A Pre-bid Conference On January 20, 2025 At 9:00 A.m. At Bac Conference Room, Provincial Capitol Complex, Camilmil, Calapan City, Oriental Mindoro 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 February 03, 2025 At 8:30 A.m. Late Bids Shall Not Be Accepted. Mount Stated In Itb Clause 16. 9. Bid Opening Shall Be On February 03, 2025 At 9:00 A.m. At Bac Conference Room, Provincial Capitol Complex, Camilmil, Calapan City, Oriental Mindoro. Bids Will Be Opened In The Presence Of The Bidders’ Representatives Who Choose To Attend At The Activity. 10. The Pgom 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: Engr. Jollie Ver E. Lasic Head, Bac Secretariat Pgo – Procurement Division Provincial Capitol Complex Camimil, Calapan City, Oriental Mindoro (january 20, 2025) Atty. Earl Ligorio R. Turano Ii Bac Chairperson

Details: Description Invitation To Bid For Construction Of Senior Citizen's Building At Ogbot, Bongabong, Oriental Mindoro And Construction Of Senior Citizen's Building At San Isidro, Bongabong, Oriental Mindoro 1. The Provincial Government Of Oriental Mindoro (pgom), Through The 20% Development Fund 2025 Intends To Apply The Sum Of Three Million One Hundred Eighty Nine Thousand Five Hundred Fifteen Pesos And 12/100 (php 3,189,515.12) Being The Approved Budget For The Contract (abc) To Payments Under The Contract For “construction Of Senior Citizen's Building At Ogbot, Bongabong, Oriental Mindoro And Construction Of Senior Citizen's Building At San Isidro, Bongabong, Oriental Mindoro (ib No. Cw-2025-014)”. Bids Received In Excess Of The Abc Shall Be Automatically Rejected At Bid Opening. 2. The Provincial Government Of Oriental Mindoro (pgom) Now Invites Bids For The Above Procurement Project. Completion Of The Works Is Required 126 Calendar Days. Bidders Should Have A Contract Similar To The Project. The Description Of An Eligible Bidder Is Contained In The Bidding Documents, Particularly, In Section Ii (instructions To Bidders). Construction Of Senior Citizen's Building At Ogbot, Bongabong, Oriental Mindoro Approved Budget For The Contract: Php 1,594,757.56 Item No. Description Qty/unit B.3 B.5 800(1) 803(1)a 804(1)b 804(4) 900(1)c2 900(1)c3 900(1)c4 900(1)c6 902(1)a 903(2) 1046(2)a1 1004(2) 1008(2) 1010(2)a 1010(2)b Spl 1003(1)a1 1018(5) 1018(2) 1027(1) 1051(6) Spl-2 1005(6) 1032(1)a 1032(1)b 1032(1)с 1032(2) 1013(2)a2 & 1013(2)b1 1014(1)b2 1047(2)a 1047 (2) B 1047(10) 1001(10) & 1002(24) 1002(4) 1001(11) 1100 (10) 1101(33) 1102 (1) 1103(1) Permits And Clearances Project Billboard/sign Board Clearing And Grubbing Structure Excavation (common Soil) Embankment From Borrow Gravel Fill Structural Concrete (footing And Slab On Fill), Class A, 28 Days Structural Concrete (footing Tie Beam), Class A, 28 Days Structural Concrete (column), Class A, 28 Days Structural Concrete (beams/girders), Class A, 28 Days Reinforcing Steel (deformed), Grade 40 Formworks And Falseworks 100mm Chb Non-load Bearing (including Reinforcing Steel) Finishing Hardwares Aluminum Glass Windows Wooden Flush Door Wooden Panel Door Aluminum Doors 4.5mm Fiber Cement Board Ceiling On Metal Frame Ceiling Glazed Tiles Unglazed Tiles Cement Plaster Finish Railings Concrete Signage Window Accessory Painting Works, Masonry, Concrete & Ceiling Painting Works, (wood Painting) Painting Works, Steel Varnishing Works Fabricated Metal Roofing Accessory Prepainted Metal Sheets, Long Span, Above 0.427mm, Rib Type Structural Steel, Trusses Structural Steel Purlins Metal Structure Accessories Pipes With Fittings Connection & Cold Water Lines Plumbing Fixtures Septic Vault (concrete/chb) Conduit, Boxes, And Fittings (conduit Works/conduit Rough-in) Wires And Wiring Devices Panelboard With Main & Branch Breakers Lighting Fixtures And Lamps 1.00 L.s. 1.00 Ea 72.25 M2 28.11 M3 14.81 M3 3.28 M3 11.48 M3 2.61 M3 3.34 M3 3.94 M3 2,521.20 Kg 151.06 M2 192.52 M2 1.00 I.s 1.00 I.s. 3.36 M2 1.89 M2 1.00 I.s. 72.25 M2 38.76 M2 60.62 M2 293.14 M2 1.00 I.s 1.00 I.s. 1.00 L.s. 365.39 M2 6.72 M2 97.78 M2 3.78 M2 50.00 M 68.00 M2 995.25 Kg 354.66 Kg 1.00 L.s 1.00 L.s 1.00 L.s. 1.00 L.s 1.00 I.s. 1.00 L.s. 1.00 I.s. 1.00 L.s. Construction Of Senior Citizen's Building At San Isidro, Bongabong, Oriental Mindoro Approved Budget For The Contract: Php 1,594,757.56 Item No. Description Qty/unit B.3 B.5 800(1) 803(1)a 804(1)b 804(4) 900(1)c2 900(1)c3 900(1)c4 900(1)c6 902(1)a 903(2) 1046(2)a1 1004(2) 1008(2) 1010(2)a 1010(2)b Spl 1003(1)a1 1018(5) 1018(2) 1027(1) 1051(6) Spl-2 1005(6) 1032(1)a 1032(1)b 1032(1)с 1032(2) 1013(2)a2 & 1013(2)b1 1014(1)b2 1047(2)a 1047 (2) B 1047(10) 1001(10) & 1002(24) 1002(4) 1001(11) 1100 (10) 1101(33) 1102 (1) 1103(1) Permits And Clearances Project Billboard/sign Board Clearing And Grubbing Structure Excavation (common Soil) Embankment From Borrow Gravel Fill Structural Concrete (footing And Slab On Fill), Class A, 28 Days Structural Concrete (footing Tie Beam), Class A, 28 Days Structural Concrete (column), Class A, 28 Days Structural Concrete (beams/girders), Class A, 28 Days Reinforcing Steel (deformed), Grade 40 Formworks And Falseworks 100mm Chb Non-load Bearing (including Reinforcing Steel) Finishing Hardwares Aluminum Glass Windows Wooden Flush Door Wooden Panel Door Aluminum Doors 4.5mm Fiber Cement Board Ceiling On Metal Frame Ceiling Glazed Tiles Unglazed Tiles Cement Plaster Finish Railings Concrete Signage Window Accessory Painting Works, Masonry, Concrete & Ceiling Painting Works, (wood Painting) Painting Works, Steel Varnishing Works Fabricated Metal Roofing Accessory Prepainted Metal Sheets, Long Span, Above 0.427mm, Rib Type Structural Steel, Trusses Structural Steel Purlins Metal Structure Accessories Pipes With Fittings Connection & Cold Water Lines Plumbing Fixtures Septic Vault (concrete/chb) Conduit, Boxes, And Fittings (conduit Works/conduit Rough-in) Wires And Wiring Devices Panelboard With Main & Branch Breakers Lighting Fixtures And Lamps 1.00 L.s. 1.00 Ea 72.25 M2 28.11 M3 14.81 M3 3.28 M3 11.48 M3 2.61 M3 3.34 M3 3.94 M3 2,521.20 Kg 151.06 M2 192.52 M2 1.00 I.s 1.00 I.s. 3.36 M2 1.89 M2 1.00 I.s. 72.25 M2 38.76 M2 60.62 M2 293.14 M2 1.00 I.s 1.00 I.s. 1.00 L.s. 365.39 M2 6.72 M2 97.78 M2 3.78 M2 50.00 M 68.00 M2 995.25 Kg 354.66 Kg 1.00 L.s 1.00 L.s 1.00 L.s. 1.00 L.s 1.00 I.s. 1.00 L.s. 1.00 I.s. 1.00 L.s. 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 (ra) No. 9184. 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 Bids And Awards Committee Of The Pgom And Inspect The Bidding Documents At The Address Given Below From 8:00 A.m. To 5:00 P.m. Of Mondays To Fridays. 5. A Complete Set Of Bidding Documents May Be Acquired By Interested Bidders On January 20, 2025 To February 03, 2025 From Given 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 Of Five Thousand Pesos (php 5,000.00). The Procuring Entity Shall Allow The Bidder To Present Its Proof Of Payment For The Fees In Person. 6. The Pgom Will Hold A Pre-bid Conference On January 20, 2025 At 9:00 A.m. At Bac Conference Room, Provincial Capitol Complex, Camilmil, Calapan City, Oriental Mindoro 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 February 03, 2025 At 8:30 A.m. 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 16. 9. Bid Opening Shall Be On February 03, 2025 At 9:00 A.m. At Bac Conference Room, Provincial Capitol Complex, Camilmil, Calapan City, Oriental Mindoro. Bids Will Be Opened In The Presence Of The Bidders’ Representatives Who Choose To Attend At The Activity. 10. The Pgom 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: Engr. Jollie Ver E. Lasic Head, Bac Secretariat Pgo – Procurement Division Provincial Capitol Complex Camimil, Calapan City, Oriental Mindoro (january 20, 2025) Atty. Earl Ligorio R. Turano Ii Bac Chairperson

Details: This Is To Be Awarded Lowest Price Technically Acceptable general Requirements 1. Scope  1.1 Intent. This Standard Specification Invokes General Requirements For Conducting Vessel Repairs Performed By Commercial Contractors At A Coast Guard Facility For Coast Guard Vessels.  2. References  coast Guard Drawings  none.  coast Guard Publications  surface Forces Logistics Center Standard Specification 0000 (sflc Std Spec 0000), 2022, General Requirements  other References  none. 3. Requirements  3.1 General. The Contractor Must Conform To All Requirements Specified In Sflc Std Spec 0000 And In This Item, As Applicable, During The Performance Of This Availability. The Requirements Of This Wi Apply To All Work Under The Scope Of This Contract, Whether Explicitly Stated In All Following Work Items Or Not, And To All Other Work Subsequently Authorized By Changes, Modifications, Or Extensions To The Contract.  3.2 Period Of Performance. The Period Of Performance For This Work Is 10mar2025-28may2025 3.3 Location. The Contractor Must Perform The Work While The Uscgc Waesche Is Alongside The Pier At U.s. Coast Guard Base Alameda, Coast Guard Island, Alameda Ca 94501. 12314_mla_1224_418 item 1: Tanks (potable Water), Clean And Inspect 1. Scope 1.1 Intent. This Work Item Describes The Requirements For The Contractor To Clean And Inspect The Following Tank(s): table 1 - List Of Tanks type Of Tank location capacity - 95% (gallons) tank Content Disposal (gallons) potable Water 3-68-3-w 5,916 311 potable Water 3-68-4-w 5,916 311 1.2 Government-furnished Property. none. 2. References coast Guard Drawings coast Guard Drawing 418a-wmsl-801-001, Rev A, Booklet Of General Plans coast Guard Drawing 750-wmsl-085-022, Rev B, Tank Sounding And Moment Of Inertia Tables (asc085013b) (wmsl 751) Only coast Guard Drawing 750-wmsl-100-37, Rev H, Unit 3120 Structure - 1st Platf To 2nd Dk - Fr 64 To Fr 76 (asc100312) coast Guard Drawing 750-wmsl-167-001, Rev J, Manhole List Installation And Fabrication Details Ship Wide (asc167001) coast Guard Drawing 750-wmsl-530-001, Rev G, Potable Water Systems Diagram (asc530001) coast Guard Drawing 750-wmsl-530-019, Rev E, Potable Water Unit 3120 (asc530312-pw) coast Guard Publications commandant Instruction Manual M5100.47 (comdtinst M5100.47 (series)), Safety And Environmental Health Manual surface Forces Logistics Center Standard Specification 0000 (sflc Std Spec 0000), 2022, General Requirements surface Forces Logistics Center Standard Specification 0740 (sflc Std Spec 0740), 2022, Welding And Allied Processes surface Forces Logistics Center Standard Specification 6310 (sflc Std Spec 6310), 2022, Requirement For Preservation Of Ship Structures other References american National Standards Institute/american Water Works Association (ansi/awwa) C652, 2019, Disinfection Of Water-storage Facilities the Society For Protective Coatings (sspc) Surface Preparation Specification No.1 (sspc-sp 1), 2016, Solvent Cleaning 3. Requirements 3.1 General. 3.1.1 Cir. The Contractor Must Submit A Cir For The Inspections Listed In The Following Paragraph(s): · 3.7 Inspection 3.1.2 Tech Rep. none 3.1.3 Protective Measures. The Contractor Must Furnish And Install All Protective Measures In Accordance With Sflc Std Spec 0000, Paragraph 3.3.3 (vessel Component, Space, And Equipment Protection). 3.1.4 Interferences. The Contractor Must Handle All Interferences In Accordance With Sflc Std Spec 0000, Paragraph 3.3.5 (interferences). Known Interferences Include, But Are Not Limited To The Following: fluid Contents piping ro System Components deck Grating note coast Guard Personnel Will Operate All Shipboard Machinery And Equipment. 3.2 Operational Test, Initial. Prior To Commencement Of Work, The Contractor Must Witness Coast Guard Personnel Perform An Initial Operational Test Of The Equipment Listed Below To Demonstrate Existing Operational Condition. Submit A Cfr. test Each Tank Tlis To Demonstrate That Each Radar Head/sensor Is Functional (i.e., Digital Readout Is Displayed). ensure That There Is Interface/communication Between The Tli Sensor And The Machinery Control And Monitoring System (i.e. Digital Readout At The Tli Is Identical To That Displayed). potable Water Pumps 3.3 Tank Opening. The Contractor Must Open And Ventilate The Confined Spaces In Accordance With Sflc Std Spec 0000, Paragraph 3.3.1.1 (temporary Ventilation) And 3.3.1.2 (confined Or Enclosed Space Entry And Hot Work). The Contractor Must Provide Fall Protection To Cover Tank Manhole Cover When Opened For Ventilation/work. 3.4 Tank Content And Waste Disposal. The Contractor Must Dispose Of Residual Tank Contents Listed In Table 1 And Any Cleaning Fluids In Compliance With All Applicable Federal, State, And Local Laws, Ordinances And Regulations. Notify The Cor (in Writing) At Least 48 Hours Prior To Removal Of Wastes And Fluids. Document A Complete Chain Of Custody Record Of The Removed Tank Contents And Generated Wastes, From The Vessel To The Point Of Final Destination Or Delivery. Submit Chain Of Custody Record To The Cor Upon Completion Of Work. 3.5 Temporary Plugs. The Contractor Must Plug All Inlet And Outlet Piping In The Tank To Prevent Contaminants From Entering The Tank Or Piping System. Use Plugs With An Attached Lanyard, Ring Or Other System That Will Ensure Plugs Are Not Lost In The Pipe Openings. 3.5.1 Plug Log. The Contractor Must Keep A Written Record Of All Installed Plugs. Keep A Separate List For Each Tank. Maintain A Plug Accountability Log Posted Immediately Outside The Tank To Prevent Any Of The Installed Temporary Plugs From Being Lost Inside The Tank Or Left Behind Inside At Tank Closure. The Log Must Include The Type And Size Of Each Plug, Installation Date, And Removal Date. Submit This Log To The Cor After Completion Of Work Item Via A Cfr. 3.5.2 The Contractor Must Ensure That All Plugs Are Removed From Each Tank Upon Completion Of Work In The Tank. 3.6 Tank Cleaning. The Contractor Must Clean All Designated Tank Interior Surfaces Free Of All Foreign Materials, Such As Residual Water, Sediment, Sludge, Rust, Or Biological Growth, Taking Care Not To Damage The Coating System (if Applicable). 3.6.1 The Contractor Must Accomplish All Requirements Of Sflc Std Spec 6310, 3.1.6.4 (surface Contaminant Removal) To Achieve The Cleanliness Requirements Of Sspc-sp 1, Including A Low-pressure (maximum 5,000 Psi) Freshwater Wash Down Of The Surfaces When Possible. 3.6.2 Remove Cleaning Media And Residues Continuously From The Tank During The Washing Process. Remove Any Residual Wash Media And Wipe Up Residual Moisture With Clean Lint-free Cloths. Wipe The Interior Tank Structure Dry And Free Of All Cleaning Agents. 3.7 Inspection. The Contractor Must Visually Inspect All Tank Interior Surfaces, Including, But Not Limited To Bulkheads, Floor And Overhead Plating, Structural Members, Manhole Cover Surfaces, Fasteners And Gasket Seating Surfaces. Submit A Cir With A Description Of The Following, As Applicable: tank Structural Condition. manhole And Cover Condition. ladder Condition (if Applicable). condition Of Tank Coating, Including Dimensions, Percentage, Location, And Type Of Coating Failure. tank Level Indicator (tli) And/or Float Switch Condition. sounding/vent Tube And Striker Plate Condition. suction And Discharge Piping Condition. fastener Material And Condition. zinc Anode Condition (if Applicable) pit Measurements ultrasonic Thickness (ut) Measurements suction And Discharge Piping Condition inaccessible Areas (if Applicable) 3.7.1 Pit Measurements. The Contractor Must Measure100pitswithin Each Tank/location Listed In Table 1, In Accordance With Sflc Std Spec 0740, Paragraph 3.13 (evaluation Of Pitting Corrosion). The Results Of These Measurements Must Be Included In The Inspection Report, Showing Where Pit Measurements Were Taken And The Depth Of The Pit. 3.7.2 Ultrasonic Thickness (ut) Measurement. The Contractor Must Take Ut Measurements In The Surrounding Area Of Any Pit Measuring Greater Than 25% Of Plate Thickness. Ut Measurements Must Be Taken In The Four Quadrants At An Equal-distant Radius From The Pit Center Until Full Plate Thickness Is Measured. For Bidding Purposes, Assume 200 Ut Measurements Per Tank Listed In Table 1. Ut Measurements Must Be Conducted In Accordance With Sflc Std Spec 0740, Appendix C, Using Coast Guard Drawing 750-wmsl-100-37 As Guidance. The Results Of These Measurements (original Thickness, Measured Thickness, And Any Observed Cracks) And The Locations Where They Were Taken Must Be Included In The Inspection Report. 3.8 Substrate Fairing And Repair By Filling Epoxy For Shallow Pits And Small Corrosions (i.e. Pits < 25% Or Corrosions < 25%). As Designated By The Cor, The Contractor Must Repair Small Pin Holes, Shallow Pitted Substrates (with Remaining Plate Thicknesses Over 75% Of Required Plate Thicknesses), And Fair Corroded Substrates (with Remaining Cross Sections Over 75% Of Required Cross Section Areas), After Removing Coating In Accordance With Sflc Std Spec 6310 And Manufacturers’ Instructions. procure 2 Kits Of Epoxy Fairing Compounds (e.g. Belzona 1111, 0.5 Gallon/5 Kg Kit Or Equivalent) To Conduct Repairs. turn Over All Unused Kits To The Cor. 3.8.1 Ensure The Filling Epoxy Is Compatible With Drinking Water. note “substrate Fairing And Repair By Filling Epoxy For Shallow Pits And Corrosions (i.e. Pits < 25% Or Corrosions < 25%)” Is A Supplement Barrier Intending To Help Delay Penetration. 3.9 Disinfection Preparations. In Preparation For Disinfecting The Potable Water Tank, The Contractor Must Accomplish The Following Tasks: 3.9.1 The Contractor Must Notify The Cor Of Their Intention To Disinfect The Tank 5 Days Ahead Of Time. 3.9.2 Upon Completion Of All Inspections, Repairs, Coatings And Cure Times, The Contractor Must Leave The Tank Open For 24 Hours 3.9.3 Once 24 Hours Has Elapsed, The Contractor Must Remove All Installed Temporary Plugs And Document Removal Via Signature On The Plug Log By The Coast Guard Inspector And Contractor Prior To Tank Closing. Submit A Cfr With The Completed Plug Log. 3.9.4 Conduct A Final Inspection In The Presence Of A Coast Guard Inspector To Ensure That No Foreign Objects Or Plugs Have Been Left In The Tank. Submit A Cfr Documenting This Final Inspection. 3.9.5 Ensure That No Foreign Objects Enter The Tank Between The Final Inspection And The Tank Disinfection. 3.9.6 The Contractor Must Verify With The Ship’s Health Services Technician Or Medical Liaison, Or A Contractor Supplied Marine Chemist, That Water Supplied For Disinfection Process Meets All Uscg Requirements For Consumption Per Comdtinst M5100.47 Chapter 25. 3.10 Tank Disinfecting. The Contractor Must Disinfect And Treat The Affected Potable Water Tank(s) And Associated Disturbed Piping And Components, As Necessary, To Meet Or Exceed The Requirements Of Awwa C652. 3.10.1 Any Of The Three Methods Of Chlorination Listed In Section 4.3 Of Awwa C652 Is Acceptable, But If Method 1 Is Utilized, Then The Retention Period Must Be 24 Hours. 3.10.2 Appendix B Of Awwa C652 Shows The Chlorine Doses For A Variety Of Disinfection Methods. 3.10.3 Remove And Dispose Of Disinfection Fluids And Flushing Water In Accordance With Paragraph 3.4. Ensure That No One Enters The Tanks Once Disinfection Is Completed. 3.10.4. Tank Closing. At The Earliest Opportunity During The Disinfection Process, The Contractor Must Close The Tank Manhole Cover(s) Using New Gasket Material In Accordance With Coast Guard Drawing 750-wmsl-167-001. Chase Threads On Studs To Ensure Even Installation Of The Access Covers. Renew All Nuts, Washers, And Cotton Grommets (including Those That Are Missing) In Accordance With Coast Guard Drawing 750-wmsl-167-001. 3.10.5 Ship’s Force Will Refill The Tanks With Potable Water Upon Completion Of Disinfection And Flushing Process. note coast Guard Personnel Will Operate All Shipboard Machinery And Equipment. 3.11 Operational Test, Post Repairs. After Completion Of Work And In The Presence Of The Coast Guard Inspector, The Contractor Must Thoroughly Test And Demonstrate The Equipment Listed Below To Be In Satisfactory Operating Condition. Submit A Cfr. test Each Tank Tlis To Demonstrate That Each Radar Head/sensor Is Functional (i.e., Digital Readout Is Displayed). ensure That There Is Interface/communication Between The Tli Sensor And The Machinery Control And Monitoring System (i.e. Digital Readout At The Tli Is Identical To That Displayed). potable Water Pumps 3.12 Water Quality Verification. The Contractor Must Conduct Halogen Residual, Ph, And Bacteriological Testing Of The Water System For Consumption At The Point-of-use (sinks, Water Fountains, Etc) And Verify With Ship’s Health Services Technician, Medical Liaison, Or Marine Chemist That Potable Water Meets All Uscg Requirements Per Comdtinst M5100.47 Chapter 25. The Contractor Must Clean The Tank Until The Water Passes These Tests. Submit Cfr. 4. Notes this Section Is Not Applicable To This Work Item. 63110_mla_1224_418 item 2: Tanks (potable Water), Preserve (partial) 1.1 Intent. This Work Item Describes The Requirements For The Contractor To Prepare And Coat 33% Of The Surfaces Of The Following Tank(s): table 1 – List Of Tanks location type topcoat Color preserve Level 3-68-4-w potable Water match Existing partial 3-68-3-w potable Water match Existing partial 1.2 Government-furnished Property. none. 2. References coast Guard Drawings coast Guard Drawing 418a-wmsl-801-001, Rev A, Booklet Of General Plans coast Guard Drawing 418a-wmsl-530-001, Rev C, Potable Water Systems Diagram coast Guard Drawing 750-wmsl-085-022, Rev B, Tank Sounding And Moment Of Inertia Tables (asc085013b) (wmsl 751) Only coast Guard Drawing 750-wmsl-100-37, Rev H, Unit 3120 Structure - 1st Platf To 2nd Dk - Fr 64 To Fr 76 (asc100312) coast Guard Drawing 750-wmsl-167-001, Rev J, Manhole List Installation And Fabrication Details Ship Wide (asc167001) coast Guard Drawing 750-wmsl-530-019, Rev E, Potable Water Unit 3120 (asc530312-pw) coast Guard Publications surface Forces Logistics Center Standard Specification 0000 (sflc Std Spec 0000), 2022, General Requirements surface Forces Logistics Center Standard Specification 6310 (sflc Std Spec 6310), 2022, Requirements For Preservation Of Ship Structures surface Forces Logistics Center Standard Specification 8636 (sflc Std Spec 8636), 2022, Temporary Hull Accesses other References the Society For Protective Coatings (sspc) Surface Preparation Specification No.11 (sspc-sp 11), 2016, Bare Metal Power Tool Cleaning 3. Requirements 3.1 General. 3.1.1 Cir. none. 3.1.2 Tech Rep. The Contractor Must Provide The Services Of A Qualified Technical Representative To Accomplish The Following On Site: serve As An Independent Coating Tech Rep. Provide The Services Of An Ampp Certified Coating Inspector (nace Cip Level 2) With Marine Coating Inspection Specialty.. accomplish Applicable Requirements In Sflc Std Spec 0000, Paragraph 3.2.4.2.2 (coating Tech Rep). oversee The Preservation Plan Requirements In Sflc Std Spec 6310, Paragraph 3.2 (preservation Plan). review And Sign Daily Reports Summarizing Work. See Forms Qa-1 Thru Qa-5 Provided In The General Requirements. 3.1.2.1 Qualifications/certifications. The Contractor Must Submit The Coating Tech Rep’s Name, Qualifications/certifications, And Certificate Number(s) To The Contracting Officer Prior To Contract Award.. note this Work Item Requires The Use Of An Nace-certified Tech Rep.the Use Of A Qp-1 Certified Company/contractor Alone Is Not Sufficient. 3.1.3 Protective Measures. The Contractor Must Furnish And Install All Protective Measures In Accordance With Sflc Std Spec 0000, Paragraph 3.3.3 (vessel Component, Space, And Equipment Protection). 3.1.4 Interferences. The Contractor Must Handle All Interferences In Accordance With Sflc Std Spec 0000, Paragraph 3.3.5 (interferences). Known Interferences Include, But Are Not Limited To The Following: tlis piping ro System Components deck Grating 3.1.5 Temporary Access Openings. Due To Limited Access To Work Areas, The Contractor May, With Express Permission Of The Ko (via Submission Of A Cfr), Cut Access Holes To Facilitate Accomplishment Of The Work Specified Herein. Perform All Work Required To Open And Close The Access Openings In Accordance With Sflc Std Spec 8636. 3.1.6 Work Plan. The Contractor Must Provide A Work Plan (preservation Plan Including Protection Plan) For The Tank Preservation Listed In Table 1 In Accordance With Sflc Std 6310, Paragraph 3.2 (preservation Plan) To The Contracting Officer On The First Day Of Contract’s Period Of Performance. 3.1.6.1 Pre-work Preservation Conference. Prior To The Start Of Any Preservation Work, The Contractor Must Facilitate A Conference Meeting With The Ko, Cor, Coast Guard Inspector(s), Contractor And Contractor's Representative Able To Speak To Technical Preservation Details And Requirements. qc/qa Program. The Requirements Of Sflc Std Spec 0000 3.2.4.2.2.3, Contractor's Qc/qa Program (as Outlined In Sflc Std Spec 0000, 3.2.4 Qc/qa Program), material Receipt Conformance (as Outlined In Sflc Std Spec 6310, 3.1.1.2 Material Receipt Conformance), preservation Plan (as Outlined In Sflc Std Spec 6310, 3.2 Preservation Plan), Sflc Std Spec 6310 3.1.1.3.1 And 3.1.9 Must Be Formally Reviewed And Approved By The Ko, pds And Sds. Only Submit Manufacturer's Product Data Sheets (pds) And Safety Data Sheets (sds) If Navsea Approved Astm F718 Sheets Are Not Available. 3.2 In-process Quality Control Measures. The Contractor Must Abide By All The Safety, Preservation, And Quality Control Requirements Specified In Sflc Std Spec 0000, Paragraph 3.2.4.2 (in-process Qc Measures For “critical-coated Surfaces”). Surfaces Being Preserved Are Considered “critical-coated Surfaces”. All Qa Forms And Nace Ii Reports Must Be Submitted To The Cor For Review No Later Than 24 Hours After Completion Of Work. 3.2.1 Daily Reports. At The Conclusion Of Each Work Day , The Contractor Must Provide Daily Reports Generated And Signed By The Coating Tech Rep. Daily Reports Must Summarize Work Accomplished That Current Day, Work To Be Accomplished The Following Day, Any And All Materials Used During Work That Day, Any And All Readings Taken And/or Data Collected (i.e. Environmental Readings, Dft, Wft, Etc…) Identifications Of Work Locations, Time And Type Of Any Inspections Conducted With The Results Of Such Inspection(s) And Must Also Include Descriptions Any Events Of Non-conformance In Relation To The Specification, Applicable References, Standards, And Technical Data Sheets (i.e Astm F718s). 3.2.2 Environmental Readings. Environmental Readings Must Be Accomplished Within The Agreed Upon Hours According To The Interval Outlined In Sflc Std Spec 6310, Appendix D3.1. 3.3 Surface Preservation. The Contractor Must Prepare And Coat 33% Of All Tank Interior Surfaces (including Internal Surfaces Of Manhole Cover(s), Manhole Cover Hull Ring(s) Extending Outward To The Weld Line That Ties The Hull Ring Into The Tank Plating On The Tank Exterior). 3.3.1 Power Tool Clean All Affected Surfaces To “bare Metal” In Accordance With Sspc-sp 11, In Lieu Of Using Abrasive Blasting; And Feather Edges Of Existing Intact Coating To The Prepared Areas, In Order To Provide A Smooth Transition With The New Paint. 3.3.2 Inspection. The Contractor Must Inspect All Cleaned Surfaces And Exposed Substrates Of Areas In Tanks Listed In Table 1 (after Removing/cleaning Surface Covering/coatings And Prior To Priming Substrates) In Accordance With Sflc Std Spec 6310 3.1.8.1 Surface Cleanliness Evaluation – Visual Standards. Submit A Cfr. 3.3.3 Waste And Debris Removal. The Contractor Must Remove All Waste And Debris Generated By The Tank Preservation Process (surface Preparation, Substrate Cleaning, Priming, And Coating). Waste And Debris Must Be Disposed Of In Accordance With Sflc Std Spec 6310, Paragraph 3.1.8.2 (debris Removal And Disposal), Sflc Std Spec 0000, And All Applicable Federal, State, And Local Laws, Ordinances And Regulations. 3.3.4 The Contractor Must Coat The Prepared Surfaces Using The System Specified For "tanks And Voids (potable Water Tanks)" In Sflc Std Spec 6310, Appendix B (cutter And Boat Interior Painting Systems). Select Finish/topcoat Color To Match Existing Adjacent Surfaces. 3.4 Curing. The Contractor Must Ensure Tanks Are Cured In Accordance With The Manufacturer’s Instructions For Nsf/nehc Certification Under The Same Conditions Before Being Filled. note typical Curing Times Are At Least 4 Days, And Range Up To 14 Days Or Longer, Depending On The Paint Selected, Amount Of Surface Area Covered, And Environmental Conditions. See Paint Manufacturer’s Recommendations For Specific Application. caution verify Application And Cure Requirements With Paint Manufacturer Prior To Paint Purchase And Application. Lack Of Attention To Environmental Conditions Can Adversely Impact Paint System Cure, Cause Unnecessary Contract Time Delays, And Negatively Impact Crew Health And Vessel Habitability When Tanks Are Put Back Into Service. do Not Assume Paint Product Data Sheet To Be Accurate. Contact Paint Manufacturer Directly To Verify, As Formulations Change And New Application Information May Be Available. 3.4.1 The Contractor Must Rinse Freshly Painted Potable Water Tanks At Least Twice With Freshwater Before Being Disinfected And Put Into Service. 3.5 Touch-up Preservation. The Contractor Must Prepare And Coat All New And Disturbed Surfaces To Match Existing Adjacent Surfaces In Accordance With Sflc Std Spec 6310, Paragraph 3.1.13 (touch-ups And Minor Coating Repairs). 4. Notes this Section Is Not Applicable To This Work Item 53310_mla_0624_418 item 3: Potable Water Pneumatic Tank, Clean And Inspect 1. Scope 1.1 Intent. This Work Item Describes The Requirements For The Contractor To Clean And Inspect The Following Potable Water Pneumatic Tank(s): table 1 – Pneumatic Tank Information service location capacity (gallons) pressure (psig) potable Water Hydro-pneumatic Tank 3-64-0-e 280 100 1.2 Government-furnished Property. mti item Description nsn/pn qty estimated Cost ($/unit) n bladder, Water nsn: 4510-01-601-2564 p/n: 660603996 1 Ea. $2,936 2. References coast Guard Drawings coast Guard Drawing 418a-wmsl-530-001, Rev C, Potable Water Systems Diagram coast Guard Drawing 750-wmsl-530-019, Rev E, Potable Water Unit 3120 (asc 530312-pw) coast Guard Publications coast Guard Technical Publication S6435-tl-mmi-010, 15 February 2015, Angle Relief Valve, Type D50 – Description, Operation, And Maintenance – Rev 9 coast Guard Technical Publication (tp) 7082, Swbs 533, Dec 2020, Potable And Chilled Water Tanks surface Forces Logistics Center Standard Specification 0000 (sflc Std Spec 0000), 2022, General Requirements surface Forces Logistics Center Standard Specification 6310 (sflc Std Spec 6310), 2022, Requirements For Preservation Of Ship Structures other References nsf International (nsf) 61/600, 2024, Drinking Water System Components - Health Effects american National Standards Institute/american Water Works Association (ansi/awwa) C652-19, 2020, Disinfection Of Water-storage Facilities 3. Requirements 3.1 General. 3.1.1 Cir. none. 3.1.2 Tech Rep. none. 3.1.3 Protective Measures. The Contractor Must Furnish And Install All Protective Measures In Accordance With Sflc Std Spec 0000, (vessel Component, Space, And Equipment Protection). 3.1.4 Interferences. The Contractor Must Handle All Interferences In Accordance With Sflc Std Spec 0000, (interferences). Known Interferences Include, But Are Not Limited To The Following: piping, Hoses, And Supports water 3.1.4.1 Tank Residual Fluids. Remove And Dispose Of All Tank Residual Fluids In Accordance With All Applicable Federal, State, And Local Laws And Regulations. 3.1.5 Work Locations. The Concerned Work Areas Are Listed In Table 1. See The Applicable Drawings In Section 2 References For Guidance, Locations, And Details. 3.1.6 Materials, Tools, And Services. The Contractor Must Provide Service, Tools, And Materials To Accomplish The Requirements In This Work Item. New Components, Parts, Materials, And Paints With The Same Color, Comparable And Matching Material Properties As The Existing Components/parts. Use References In Sections 1, 2 And Sflc Std Specs For Guidance, Required Materials, And Details. 3.2 Preparation. The Contractor Must Depressurize And Drain The Designated Tank(s) In Table 1 Before Performing Any Work On Them. Dispose Of All Fluids In Accordance With All Applicable Federal, State, And Local Environmental Regulations. Do Not Drain Any Fluids (including Fresh Water) Into Any Space, Bilge Or Exterior Location. note do Not Drain Any Fluids (including Fresh Water) Into Any Space, Bilge Or Exterior Location. 3.3 Operational Test – Initial. Prior To Commencement Of Work, The Contractor Must Witness Coast Guard Personnel Perform An Initial Operational Test Of All Items Or Shipboard Devices To Be Disturbed, Used, Repaired, Or Altered, To Demonstrate Existing Operational Condition. Submit A Cfr. note coast Guard Personnel Will Operate All Shipboard Equipment And Machinery. 3.4 Cleaning Requirements. The Contractor Must Clean The Tank As Follows: clean All Tank Structure’s Interior Surfaces Free Of All Foreign Materials, Sediment, And Sludge. remove All Persistent Residues, Taking Care Not To Damage The Tank Coating System. remove Cleaning Media And Residues Continuously From The Tank During The Washing Process. remove Any Residual Wash Media And Wipe Up Residual Moisture With Clean Lint-free Cloths. collect, Contain, And Dispose Of All Wash Media, Residues, And Cleaning Materials In Accordance With All Federal, State, And Local Laws, Ordinances, And Regulations. 3.4.1 Tank Content And Waste Removal. The Contractor Must Dispose Of Residual Tank Contents And Any Cleaning Fluids In Accordance With All Applicable Federal, State, And Local Laws, Ordinances, And Regulations. notify The Cor (in Writing) At Least 48 Hours Prior To Removal Of Wastes And Fluids. document A Complete Chain Of Custody Record Of The Removed Tank Contents And Generated Wastes, From The Vessel To The Point Of Final Destination Or Delivery. submit Document To The Cor Upon Completion Of Work. 3.5 Visual Inspection. The Contractor Must Clean And Visually Inspect The Internal And External Surfaces Of Each Tank For Signs Of Corrosion, Pitting, And Other Damage. If Required By The Pneumatic Tank’s Construction, The Contractor Must Provide And Use A Borescope During The Visual Inspection. Submit A Cfr. 3.6 Surface Preservation. If A Change Request Has Been Authorized And Released, The Contractor Must Prepare And Coat Each Tank’s Interior Surfaces Using The System Specified For “tanks And Voids (potable Water Tanks)” In Sflc Std Spec 6310, Appendix B (cutter And Boat Interior Painting Systems). If Preservation Is For Less Than 100 Percent Of Tank Interior Surfaces, Power Tool Clean All Affected Surfaces To “bare Metal” In Lieu Of Using Abrasive Blasting, And Feather Edges Of Existing Intact Coating To The Prepared Areas To Provide A Smooth Transition With The New Paint. 3.7 Renew Tank Air Bladder. The Contractor Must Renew The Air Bladder In Accordance With Tp 7082 With Provided Gfe. 3.8 Relief Valve Testing. The Contractor Must Remove, Clean, Inspect, Test, And Reinstall The Tank Relief Valve, Cpw-v-013. clean And Visually Inspect All Parts For Defects, Deterioration, Dirt, Scale, Rust, Grease, And Marine Growth. inspect All Valve Openings For Obstructions And Damage To The Valve Seat, Disc, And Body. use The Appropriate Test Fluid, Shop Test The Relief Valve To The Correct Lifting Pressure. ensure That The Valve Seats Correctly After Pressure Relief, Without Simmering, And With Zero Leakage Allowed. adjust The Valve Relief Pressure As Necessary To Obtain The Required Lifting Pressure. after Adjustment, Perform A Final Test To Confirm The Relief Valve's Lifting Pressure With The Coast Guard Inspector Present. reinstall The Relief Valve Upon Completion Of Testing. submit A Cfr With Test Results And All Data Plate Information. 3.9 Tank Closure. After All Authorized Repairs, The Contractor Must Remove All Installed Temporary Plugs And Document Removal Via Signature On The Plug Log By The Coast Guard Inspector And Contractor Prior To Tank Closing. Submit A Cfr With The Completed Plug Log. 3.9.1 Conduct A Final Inspection In The Presence Of A Coast Guard Inspector To Ensure That No Foreign Objects Or Plugs Have Been Left In The Tank. Submit A Cfr Documenting This Final Inspection. 3.9.2 The Contractor Must Reinstall The Tank(s) To The Original Configuration With New Rubber Gaskets Conforming To Ansi/nsf 61. Renew All Fasteners With Stainless Steel. 3.10 Tank Disinfecting. The Contractor Must Disinfect And Treat The Affected Potable Water Tank(s) And Associated Disturbed Piping And Components, As Necessary, To Meet Or Exceed The Requirements Of Awwa C652. any Of The Three Methods Of Chlorination Listed In Section 4.3 Of Awwa C652 Is Acceptable, But If Method 1 Is Utilized, Then The Retention Period Must Be 24 Hours. appendix B Of Awwa C652 Shows The Chlorine Doses For A Variety Of Disinfection Methods. refill The Tanks With Potable Water Upon Completion Of Disinfection And Flushing Process. remove And Dispose Of Disinfection Fluids And Flushing Water In Accordance With All Applicable Federal, State, And Local Environmental Regulations. ensure That No One Enters The Tanks Once Disinfection Is Completed. note coast Guard Personnel Will Operate All Shipboard Machinery And Equipment. 3.11 Operational Test, Post Repairs. After Completion Of Work, The Contractor Must Thoroughly Test, In The Presence Of The Coast Guard Inspector And Demonstrate All Items Or Shipboard Devices That Have Been Disturbed, Used, Repaired, Altered, Or Installed To Be In Satisfactory Operating Condition. Submit A Cfr. 4. Notes this Section Is Not Applicable To This Work Item.

Details: Description 1. Contract Id No. : Pr2025-01-01 Contract Name : Construction Of Health Center (phase Ii) Contract Location : Barangay Sabang, San Jose, Batangas Scope Of Work : Supply Of Labor, Materials & Equipment For The Construction Of Health Center (phase Ii) 60 Calendar Days 20% Development Fund -continuing I. Provision Of Progress Photographs ------------1.00 Ea Ii. Construction Safety & Health Progrzm -------1.0 Mos Iii. Project Billboard-------------------------------------1.0 P.c. Iv. Ceiling Works-----------------------------------------123.00 Sq.m. V. Tileworks ----------------------------------------------36.00 Sq.m. Vi. Paintings------------------------------------------------401.46 Sq.m. Vii. Electrical Works --------------------------------------1.0 L.s. Viii. Tinsmithry-----------------------------------------------1.0 L.s. Ix. Stone Cladding ----------------------------------------7.0 Sq.m. X. Cabinet Works---------------------------------------- 1.0 L.s. The Schedule Of Bac Activities Is As Follows: 1. Issuance Of Bid Documents; January 30,2025- February 11, 2025 2. Pre-bid Conference; N/a 3. Receipt Of Bids; Febuary 11, 2025/ 8:00 Am - 12:59 Nn. 4. Opening Of Bids; February 11, 2025 / 1:00 Pm Dennis L. Laraya Bac Chairman

Details: Description Bill Of Quantities Contract Name : Completion Of Library Hub Location Of The Contract : Deped Division Office, Poblacion, El Salvador City Project Id No. : 25-028-sef Duration : Forty Five (45) Calendar Days Boq Reference No. : 2024-02-152 _____________________________________________________________________________________ Mr. Nolly Adrian B. Gabule Bac Chairperson Part No. ______________ Part Description: ___________________________________ [columns (1), (2), (3), And (4) Are To Be Filled Up By The Procuring Entity] [columns (5) And (6) Are To Be Filled Up By The Bidder] Pay Item No. Description Unit Quantity Unit Price (pesos) Amount (pesos) (1) (2) (3) (4) (5) (6) I Painting Works Square Meter 382.40 Ii Tile Works Square Meter 117.00 Iii Signboard Lot 1.00 Iv Construction Safety And Health Lot 1.00 X-x-x-x-x-x-x-x Total Bid Price ₱ Amount In Words: _____________________________________________________________________________ Approved Budget: ₱ 499,829.44 Submitted By: _______________________________ Date: February 5, 2025 Documentary Requirements: 1. Philgeps 2. Dti/sec Registration 3. Business/mayor's Permit 4. Tax Clearance 5. Pcab License 6. Income/business Tax Return 7. Omnibus Sworn Statement

Details: Description The Bids And Awards Committee Of The City Of Dasmariñas Invites Interested Bidders To Submit Price Quotations For The Following: Joshbac2025 Is Svp 1. Removal Of Existing Partition Walls……………………………………………..1 Lot 2. Painting Works…………………………………………………………………………1 Lot 3. Electrical Works………………………………………………………………………….1 Lot 4. Finishing Works…………………………………………………………………………….1 Lot Special Instructions: 1. Please Click The Associated Components For The Checklist Of Documentary Requirements. 2. Request For Quotation Form Will Be Issued By The Bac Secretariat From February 5, 2025 To February 10, 2025 After Paying The Corresponding Bid Docs Fee Amounting To One Thousand Pesos (php1,000.00). 3. Deadline Of Submission Of Proposal Is On To February 10, 2025, 10:00 A.m. At The Office Of The Bids And Awards Committee, Room 201, New Socio-economic Building Of The City Of Dasmariñas Located At Brgy. Burol Main, City Of Dasmariñas, Cavite. Late Bids Shall Not Be Accepted. 5. Opening Of Price Quotations Is On To February 10, 2025, 11:00 A.m. At The Office Of The Bids And Awards Committee, Room 201, New Socio-economic Building Of The City Of Dasmariñas Located At Brgy. Burol Main, City Of Dasmariñas, Cavite. 6. The Proposal Together With The Documentary Requirements Of The Bidder Should Be Placed In A Long Brown Envelope, Properly Sealed, Labelled And Addressed To The Bac.

Details: Description 65 Pcs. Utility Pail With Metal Handle (24 Liters) 65 Pcs. Plastic Water Dipper 5 Pcs. Mop Bucket And Wringer (19 Liters) 14 Gallon Bleach Original 20 Pack Paper Towel (175 Pulls X 6) 20 Pack Tissue Paper, 2 Ply (12's) 40 Pack Detergent Powder (2 Kg.) 30 Pcs. All Purpose Cleaner (140 Ml.) 20 Pcs. Bleach Toilet Cleaner (250 Ml.) 90 Pcs. Hand Soap, Liquid (500 Ml.) 90 Pcs. Hand Sanitizer 60 Pcs. Liquid Disinfectant (900 Ml.) 60 Pcs. Air Freshener Aerosol (280 Ml.) 50 Pack Multi Purpose Round Rags (50"s) 50 Pack Garbage Bag, Black, Xl (100"s) 60 Pcs. Trash Can, 50l 30 Pcs. Faucet 50 Ream Typewriting Paper, Long (70gsm) 50 Ream Typewriting Paper, A4 (70 Gsm) 120 Pcs. Permanent Marker Pentel, Black Broad 120 Pcs. Permanent Marker Ink Refill (32 Ml.), Black 5 Bundle Manila Paper (480s) 20 Pack Vellum Paper (180 Gsm), Short 100 Pcs. Plastic Envelope, Long 3000 Pcs. Brown Envelope, Short 10 Pack Photo Paper (260 Gsm), A4 20s 10 Pack Sticker Paper (10s), A4 15 Doz. Sign Pen (0.7 Mm), Black 5 Doz. Sign Pen (0.7 Mm), Green 5 Doz. Sign Pen (0.7 Mm), Blue 120 Pcs. Scissors 8" 120 Pcs. Multi-purpose Glue (130 G.) 50 Pack Parchment Paper, Short 20 Pack Board Paper, Long (180 Gsm) 12 Pcs. Styrofoam Board, White (2" X 4" X 1") 20 Rolls Ribbon, Assorted Color (2") 20 Pcs. Cartolina, Assorted Color 10 Pack Thumbtacks 55 Ream Typewriting Paper, Long (70gsm) 120 Pcs. Double Sided-tape (1") 120 Pcs. Double Sided-tape (1/2") 120 Pcs. Scotch Tape, Transparent (1") 120 Pcs. Masking Tape (1") 120 Pcs. Hot Melt Glue Gun (20 W) 120 Pcs. Hot Melt Glue Stick, 100s (7mm X 190 Mm) 120 Pcs. Acrylic Paint, Assorted Color (100 Ml.) 120 Ream Colored Paper, Long