Infrastructure Project for One 1 Lot ImprovementRehabilitation of Perimeter Fence Transformer Platform and Construction of Drainage System at Nbi Compound Region Vi

*The deadline for this tender has passed.

Tender Organisation:

NATIONAL BUREAU OF INVESTIGATION

Tender Sector:

Industry-leather Tenders

Tender Service:

Worldwide

Tender Region:

Asian

Tender Country:

Philippines

Tender CPV:

9000001 : Asian bulk upload

Tender Document Type:

Tender Notice

Tender Description:

Request for Quotation RFQ Infrastructure Project for One 1 Lot ImprovementRehabilitation of Perimeter Fence Transformer Platform and Construction of Drainage System at Nbi Compound Region ViClosing Date Time 20092021 1000 AMArea of Delivery IloiloProcurement Mode Negotiated Procurement - Small Value Procurement Sec 539Brief Republika Ng PilipinasRepublic of the PhilippinesKagawaran Ng KatarunganDepartment of JusticePambansang Kawanihan Ng PagsisiyasatNational Bureau of InvestigationQuezon CityProcurement Management SectionRequest for Quotation______________________________Rfq No 2021-09-013Pr No 06-0012-2021The National Bureau of Investigation Nbi-Bids and Awards Committee Through the Procurement Management Section Pms Per Bac Resolution No 2021-02-001 Will Conduct a Small Value Procurement for Infrastructure Project for One 1 Lot ImprovementRehabilitation of Perimeter Fence Transformer Platform and Construction of Drainage System at Nbi Compound Region Vi in Accordance with Section 539 of the Implementing Rules And Regulations of Republic Act No 9184Technical Specifications and Scope of WorksItem Description QtyStatement Of ComplianceI General Conditions1 The Drawings and Specifications are to be Considered As Supplementary to each Other Anything Mentioned In the Specifications but not Shown in the Plans must Be Presumed as being Mentioned in the Plan2 The Building Line shall be Laid out Accurately within The Lot and All Measurements shall be Accurately Verified No Part of the Building shall be Less than the Dimensions as Specified in the Provisions of the Local Ordinance or Unless the Dimensions of the Lot will not Allow3 The Quality of Materials shall be of Kind and shall be In Strict Accordance with the Requirements of the SpecificationsIi Clearing Grading and Filling1 Before the Initial Work Starts The Lot shall be Properly Cleared and Graded to Suit the Building Site Which Shall Occupy the Highest Portion of the Lot2 Backfill shall be Done Every 020 M of Filling Materials Thoroughly Watered and Compacted until Desired Layer is Reach1LotIii Excavations1 Excavations for Footings and Foundations shall be Graded as Indicated in the Drawings for it is Necessary To Secure a Firm Foundation2 Excavation shall be Done in Accordance with Required Depth All Loose Materials shall be Removed from the Bottom of Excavations before Setting up Footings and No Footing shall Request on Fill3 After Forms have been Removed from Footings Walls And Piers The Materials from Excavations shall be Used for BackfillingIv Concrete Works1 All Concrete Works shall be Done According to Standard Specifications for Concrete Materials as Adopted by the Government and the following Proportions shall be UsedClass A 124 900 Bags Cu M 3000 Psi 21 MpaClass B 135 800 Bags Cu M 2500 Psi 17 Mpa2 Concrete Mixtures shall be Designed to Use the Minimum Size and Maximum Amount of Coarse Aggregates as Practicable for Intended Use of Concrete3 The Amount Water to be Used shall be Regulated as Required to Secure Concrete of Proper Consistency And to Adjust for Any Variation in the Moisture Content The Water shall be Free from Objectionable Quantities of Silt Organic Matter Alkali Salts And Other Impurities4 The Classes of Concrete to be Used in the Work shall Be as FollowsClass A Concrete for All Footings Columns Beams Floor Slabs StairwayClass B Concrete for All Hollow Blocks Filler5 Mortar not Used after One Hour shall be Disregarded6 The Cement shall Conform to the Requirements of the Standard Specifications for Portland Cement7 Pouring of Concrete Column shall be 2 M High8 Gravel and Sand shall be Free from Foreign Materials And Other Matters Which may Impair its Strength and Capacity9 The Minimum 20 Days Compressive Strength of Concrete shall be FollowedV Masonry Works1 Use 10m X 020m X 040m 4 X 8 X 16 Concrete Hollow Blocks for All Exterior Walls and 010m X 020m X 040m 4 X 8 X 16 for All Interior Walls All Concrete Blocks shall be Laid Plumb And True with its Course2 Units should be Wetted before Laying Joints shall be 25mm Mortar The Mortar on Both Vertical and Horizontal Joints shall be Battered in the Block and Not Flushed or Grouted in Place No Retempered Mortar Shall be Used All Concrete Hollow Blocks shall have a Minimum Compressive Strength of not Less than 25 Kg Per Sq Cm3 All Concrete Hollow Block Units shall be True to Size Without Cracks Chips Splits and Other Defects that May Impair its Strength and DurabilityVi Reinforcing BarsUnless Otherwise Specified All Steel Reinforcements shall be Structural Grade 40Reinforcements shall be Free from Rust Grease Or Other Coating that may Destroy or Reduce the Bond of Concrete1 Concrete Columns Footings Slabs And Beams shall Be Reinforced as Shown in the Plans2 Concrete Hollow Blocks shall be Reinforced with 10mm Vertical Bars and 9mm Horizontal Bars Spaced At 060m on Centers and Cells should be Filled with Cement Mortar3 All Reinforcements shall be Embedded with Cement Mortar in Such a Manner that All Parts shall be Protected by Mortar4 All Splicing Spacing Hooks And Bends of Reinforcements Shall be as Shown in the Drawing Minimum Laps at Splice shall be 10 Inches Provide Right-Angled Reinforcement at Corner 3 Feet LongViiCarpentry Works1 All Carpentry Works shall be Performed and Completed in a Workmanlike Manner in Accordance With the Generally Accepted and Modern Practice2 All Unexposed Wood Such as Ceiling Joist shall be Treated with Preservative3 Lumber shall be of Approved Quality and shall be of Selected Grade Available of Their Respective Kinds Required for Various Parts of the Work Well Seasoned Thoroughly Dry and Free from Loose or Unsound Knots Saps Shakes and Other Imperfections that may Impair the Strength Durability and Appearance4 Forms shall be Used to Confine the Concrete and Shape it to the Required Lines or to Ensure the Concrete Against Contamination by Foreign Materials or Sloughing from Adjacent Excavated Surface Metal Rod Shall be Embedded to Hold the Forms and shall Terminate not Less than 3 Cm Clear of Forms Faces of Concrete5 Forms shall be Free from Encrustations of Mortar Grout or Other Foreign Materials that would Contaminate the Concrete or Interfere with the Fulfillment of the Specifications Requirements Forms Shall be Oiled to Prevent Sticking and will not Stain The Concrete Surfaces6 Forms shall be Removed as Soon as Possible to Enable The Earliest Practicable Repair of Surface Imperfections Any Repair or Treatment Needed shall Be Performed at once and can be Removed with Care To Avoid Injuring the Concrete7 All Woodworks that will be in Contact with Concrete Shall be Painted with Asphalt or Solignum before Being Laid in PlaceViii Painting Works1 All Paint Materials and Varnish shall Meet the Requirements of the Standard Specifications and as Approved for Use by the Institute of Science and Technology They shall be Delivered in Their Original Containers with Labels Intact and Seals Unbroken2 Surface to be Painted or Varnished shall be Clean Dry Smooth And Free from Dust Rust Grease or Oil All Nails Holes and Cracks shall be Putted and Thoroughly Sandpapered before Any Paint or Varnished Applied3 Paint shall be Thoroughly Stirred so as to Keep the Pigment Evenly in Suspension when the Paint is Being Applied Color shall be in Accordance with the Color Schemes to be Supplied by the Owner4 All Coats shall be Thoroughly Dry before the Succeeding Coat is Applied Allow 24 Hours or More Between Coatings5 All Masonry Walls to be Painted shall be Applied with Concrete Neutralizer and Let it Dry for at Least Two Weeks before Painting of the First Coat StartsThe Blueprints Drawings Pictures for the Project are Hereto Attached as Annex DApproved Budget for the Contract Php89917009Inclusive of Applicable Taxes Eight Hundred Ninety Nine Thousand One Hundred Seventy Pesos and Nine CentavosOnlyDelivery Location Nbi Western Visayas Regional Office 6Fort San Pedro Iloilo CityDelivery Period Fifty Five 55 Calendar Days from Receipt Of Purchase Order PoTerms and ConditionsA Submission of Requirements1 Interested Suppliers are Required to Accomplish Provide Correct and Accurate Information and Submit One 1 Original and Two 2 Copies of Their Duly Signed Price Quotation Form Annex A Using Their Official Letterhead2 The Price Quotation Form shall be Signed by the OwnerProprietorPresidentConsultant In the Case of Representatives The Power of Attorney or Secretarys Certificate As the Case may be Shall Be Attached3 Bidder shall Attach to the Price Quotation Form the following Documentary RequirementsA Mayors Permit Business Permit With Evidence of Compliance in the Conditions Stated in the Mayors Business PermitB Latest Income Business Tax ReturnC Omnibus Sworn Statement Annex BD Pcab License E Detailed Estimates Using Their Own Form Including a Summary Sheet Indicating the Unit Prices of Construction Materials Labor Rates And Equipment Rentals Used in Coming up with the BidF Duly Accomplished Bill of Quantities Using Their Own Form Annex C4 Bidder shall Submit Three 3 Sets of its Documentary Requirements as Enumerated under Item No 3B Proper Sealing and Marking of QuotationsSuppliers shall Submit Three Sets of the Documen

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