Proposed Renovation of Former Jacinto Building - Clark Freeport Zone

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The concrete materials shall be proportioned in accordance with therequirements for each class of concrete as specified in Table 405.2 (3,000 psimin. compressive strength for class “A” concrete) Composition and Strength ofConcrete for Use in Structures of DPWH Standard Specifications 2004.Concrete shall have a consistency such that it will be workable in the requiredposition. It shall be of such a consistency that it will flow around reinforcing steelbut individual particles of the coarse aggregate when isolated shall show acoating of mortar containing its appropriate amount of sand.The quantity of structural concrete to be paid for will be the final quantity inCubic Meter placed and accepted in the completed structure.PART B2 -METAL STRUCTURESItem 403(a), (b), (c) & (f) Miscellaneous and Structural MetalsThe work shall consist of furnishing, fabricating, hauling, erecting, welding andpainting of tubular bars, purlins, angular bar, metal plates, sag rod, welded wire,and other miscellaneous and structural metals in accordance with this specificationand in conformance to the approved plans.General Notes and typical structural details shall apply to all drawings unlessotherwise shown or noted. Features of construction shown are typical and shallapply generally throughout for similar conditions. Modify typical details as requiredto meet special conditions.The contractor shall examine the drawings and shall notify the Engineer/Architectof any discrepancies he may find before proceeding with the work or duringconstruction.It shall be the contractor's responsibility to provide adequate shoring and bracingof the structure for all loads that may be imposed during construction.All materials and workmanship shall conform to the latest applicable standards orspecifications. All works shall conform to the best practice prevailing in the varioustrades.All construction and workmanship shall be subject to inspection, examination andtesting by the Engineer/Architect. The Engineer/Architect shall have the right toreject defective materials and workmanship or require its correction.The contractor will be responsible for the coordination of work among the varioustrades as necessary to avoid conflicts and to insure the installation of all workwithin the available space.86Clark Development Corporation Proposed Renovation of Former Jacinto Building(Motorpool, Records, Warehouses and Maintenance Area)
Structural steel shall conform to American Society of Testing Materials (ASTM) A-36, with Fy of 248 Mpa. Electrodes for welding shall conform to the latest coderequirements of the American Welding Society (AWS).Surfaces to be welded shall be free from loose scale, slag, rust, grease, paint andany other foreign material. All butt welds shall be full penetration welds.Joint surfaces shall be free from fins and tears. Any shop paint on surfacesadjacent to joints to be field welded shall be wire brushed to reduce the paintfilm to a minimum.Thermal cutting and welding shall be done in accordance with the latest Standardcode for "Welding in Building Construction" of the American Welding Society(AWS).No permanent welding shall be done until as much of the structure as will bestiffened thereby has been properly aligned.Painting shall conform to the requirements of item 1032. Apply one (1) coat ofmetal primer paint and two (2) coats of quick drying enamel paint.The quantity of metal structures to be paid for will be the final quantity in kilosfor item (a) & (b); in Square Meter for item (c); and each for item (f) placed andaccepted in the completed structure.Item 403(d) & (e) Anchor Bolts and Expansion BoltsThe work shall consist of furnishing, fabricating, and installation of anchor bolts,expansion bolts including nut and washer in accordance with this specification andin conformance to the approved plans. All bolts shall conform to ASTM A325requirement.Item 403(g) Removal, Re-fabrication, and Reinstallation of ExistingSteel Trusses/PurlinsThe work shall consist of furnishing labor, tools and equipment for the removal, refabricating,reinstallation and repainting of the existing steel trusses and purlins atthe old motor pool shed located along J. Abad Santos Avenue in accordance withthis specification and in conformance to the approved plans.The dismantling and removal works shall be carefully done with appropriateequipment so as to avoid peripheral damaged. Re-fabrication and reinstallationshall be in accordance with item 403 (a). Repainting shall conform to therequirements of item 1032.87Clark Development Corporation Proposed Renovation of Former Jacinto Building(Motorpool, Records, Warehouses and Maintenance Area)
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Clark Development CorporationClark
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Section I. Invitation to BidClark D
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5. A complete set of Bidding Docume
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Section II. Instructions to Bidders
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A. General1. Scope of Bid1.1. The P
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implementation of the project, if t
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under ongoing contracts, including
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6.8. Bidders should note that the P
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Philippines, in which case the Engl
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(i.2)a surety bond accompanied by a
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15. Bid Prices15.1. The contract sh
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draft/guarantee, or irrevocable let
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19.3. The Bidder shall prepare an o
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administrative, civil, and criminal
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27. Detailed Evaluation and Compari
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Calculated Bid to make a similar de
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(a)Submission of the following docu
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33. Notice to Proceed33.1. Within t
Page 38 and 39: Bid Data SheetITBClause1.1. The PRO
Page 40 and 41: 14.2. No further instructions.15.4.
Page 42 and 43: Section IV. General Conditions ofCo
Page 44 and 45: 27.RIGHT TO VARY...................
Page 46 and 47: 1.13. The Defects Liability Period
Page 48 and 49: 2.2. If sectional completion is spe
Page 50 and 51: particularly when they shall requir
Page 52 and 53: Procuring Entity shall rescind this
Page 54 and 55: and/or intended purpose of the same
Page 56 and 57: 15.2. The Contractor shall provide
Page 58 and 59: 16.5. All materials on the Site, Pl
Page 60 and 61: 18.5. When persons from either part
Page 62 and 63: (i) Employment of competent technic
Page 64 and 65: decision was wrongly taken, the dec
Page 66 and 67: 27. Right to Vary27.1. The Procurin
Page 68 and 69: 32. Management Conferences32.1. Eit
Page 70 and 71: 38. Uncorrected Defects38.1. The Pr
Page 72 and 73: (c)Include the valuations of approv
Page 74 and 75: (a)(b)(c)(d)(e)If the Procuring Ent
Page 76 and 77: unless there are justifiable reason
Page 78 and 79: consideration and the validity of t
Page 80 and 81: GCC ClauseSpecial Conditions of Con
Page 82 and 83: Section VI. Technical Specification
Page 84 and 85: Item 800 (b) Cleaning and Scrubbing
Page 86 and 87: in the approved Plan shall undertak
Page 90 and 91: The quantity of metal structures to
Page 92 and 93: Valves for water supply system shal
Page 94 and 95: High Pressure Plastic Laminate comp
Page 96 and 97: ALUMINUM GLASS WINDOWS (Supply and
Page 98 and 99: Doors shall be operated and with pr
Page 100 and 101: Mortar mixture shall be freshly pre
Page 102 and 103: portion(s) shall not start until cl
Page 104 and 105: All panel board and metallic boxes
Page 106 and 107: Panel boards shall conform to the s
Page 108 and 109: Section VII. DrawingsSee attached10
Page 110 and 111: Section VIII. Bill of Quantities108
Page 112 and 113: Bid FormDate: ___________________IA
Page 114 and 115: Form of Contract AgreementTHIS Cont
Page 116 and 117: A C K N O W L E D G E M E N TREPUBL
Page 118 and 119: 6. [Name of Bidder] is authorizing
Page 120 and 121: Any one of the Following:o Computat
Page 122 and 123: Sample Forms of Eligibility, Techni
Page 124 and 125: Standard Form Number: SF-INFR-16Sta
Page 126 and 127: Standard Form Number: SF-INFR-20Rev
Page 128 and 129: we undertake to pay to the Entity u
Page 130 and 131: 2) if the Principal does not accept
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Standard Form Number: SF-INFR-48Qua
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DAYWORK SCHEDULEPROJECT : Proposed
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Proposed Renovation of Former Jacinto Building - Clark Freeport Zone

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