Proposed Renovation of Former Jacinto Building - Clark Freeport Zone
Proposed Renovation of Former Jacinto Building - Clark Freeport Zone Proposed Renovation of Former Jacinto Building - Clark Freeport Zone
in the approved Plan shall undertaken by the Contractor under the control ofthe Engineer to serve as basis for the computation of the actual volume of theembankment materials.Embankment of earth material shall be placed in horizontal layers notexceeding 200 mm (8 inches), loose measurement, before the next layer isplaced, However, thicker layer maybe placed if vibratory roller with highcompactive effort is used provided that density requirement is attained and asapproved by the Engineer. The Contractor shall compact the material placed inall embankment layers and the material scarified to the designated depthbelow subgrade in cut sections, until uniform density of not less than 95 masspercent of the maximum dry density determined by AASHTO T 99 Method C, isattained, at a moisture content determined by the Engineer to be suitable forsuch density.The quantity of embankment to be paid for shall be the volume of materialcompacted in place and accepted by the Engineer.PART B1 -CONCRETE AND MASONRY WORKSItem 404 Reinforcing SteelPlacing of steel reinforcement shall be in accordance with the Specification and inconformity with the requirements shown on the Approved Plans or as directed bythe Engineer. Steel reinforcement shall be deformed bars with a minimum tensilestrength of 33,000 psi.Steel reinforcement shall be stored above the surface of the ground uponplatforms, skids, or other supports and shall be protected as far as practicablefrom mechanical injury and surface deterioration caused by exposure toconditions producing rust. When placed in the work, reinforcement shall be freefrom dirt, detrimental rust, loose scale, paint, grease, oil or other foreignmaterials.All reinforcing bars requiring bending shall be cold bent to the shapes shown onthe Plans or required by the Engineer. It shall be accurately placed in the positionshown on the Plans or required by the Engineer and firmly held there during theplacing and setting of the concrete. Bars shall be tied at all intersections exceptwhere splicing is less than 300mm in each directions, in which case, alternateintersections shall be tied, Ties shall be fastened on the inside inside.Reinforcement in any member shall be placed and then inspected and approvedby the Engineer before placing of concrete begins. Concrete placed in violation ofthis provision may be rejected and removal may be required.All reinforcement shall be furnished in the full lengths indicated on the approvedplans. Splicing of bars, except where shown on the plans, will not be permitted84Clark Development Corporation Proposed Renovation of Former Jacinto Building(Motorpool, Records, Warehouses and Maintenance Area)
without the written approval of the Engineer. Splices shall be staggered as far aspossible and with a minimum separation of not less than 40 bar diameter. Notmore than one-third of the bars may be spliced in the same cross-section, exceptwhere shown on the plans.The quantity of reinforcing steel to be paid for will be the final quantity inkilogram placed and accepted in the completed structure.Item 704 4” Thk. CHB WallThis item shall consist of furnishing and placing of Concrete Hollow Block (CHB)wall in accordance with this specification and conforming to the lines, grades anddimensions shown on the approved plans.Material Requirements:Concrete Hollow Blocks shall be machine made and have a minimum facethickness of 1” (0.025). Nominal size shall be 100mm (4”) thick x 200mm (8”) x400mm (16”). Hollow blocks shall conform to the requirements of ASTM C 90.Sand shall be washed river sand, well screened, clean, and free from loam, silt andother impurities.Mixture of cement mortar shall be made of one part Portland Cement and twoparts fine aggregate by volume.Reinforcing bar shall be 10mm. deformed bar conforming to item 404.The quantity of CHB wall (including its reinforcements) to be paid for will be thefinal quantity in Square Meter placed and accepted in the completed structure.Item 900(a) & (b) Structural Concrete (3,000psi) including false workThis item shall consist of furnishing; placing and finishing of concrete inaccordance with this specification and conforming to the lines, grades anddimensions shown on the approved Plans. Concrete shall consist of a mixture ofPortland cement, fine aggregate, coarse aggregate, and water.Material Requirements:All cement shall be Portland type –1, ASTM C-150.Fine aggregates used in the composition of concrete shall consist of washed riversand.Coarse Aggregate shall consist of stone, gravel or other approved inert materialswith similar characteristics. Size shall be ¾” crushed gravel.The water to be used in the project for the concrete works shall be potable.85Clark Development Corporation Proposed Renovation of Former Jacinto Building(Motorpool, Records, Warehouses and Maintenance Area)
- Page 36 and 37: 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 88 and 89: The concrete materials shall be pro
- 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
- Page 132 and 133: Standard Form Number: SF-INFR-45Rev
- Page 134 and 135: Standard Form Number: SF-INFR-46Rev
without the written approval <strong>of</strong> the Engineer. Splices shall be staggered as far aspossible and with a minimum separation <strong>of</strong> not less than 40 bar diameter. Notmore than one-third <strong>of</strong> the bars may be spliced in the same cross-section, exceptwhere shown on the plans.The quantity <strong>of</strong> reinforcing steel to be paid for will be the final quantity inkilogram placed and accepted in the completed structure.Item 704 4” Thk. CHB WallThis item shall consist <strong>of</strong> furnishing and placing <strong>of</strong> Concrete Hollow Block (CHB)wall in accordance with this specification and conforming to the lines, grades anddimensions shown on the approved plans.Material Requirements:Concrete Hollow Blocks shall be machine made and have a minimum facethickness <strong>of</strong> 1” (0.025). Nominal size shall be 100mm (4”) thick x 200mm (8”) x400mm (16”). Hollow blocks shall conform to the requirements <strong>of</strong> ASTM C 90.Sand shall be washed river sand, well screened, clean, and free from loam, silt andother impurities.Mixture <strong>of</strong> cement mortar shall be made <strong>of</strong> one part Portland Cement and twoparts fine aggregate by volume.Reinforcing bar shall be 10mm. deformed bar conforming to item 404.The quantity <strong>of</strong> CHB wall (including its reinforcements) to be paid for will be thefinal quantity in Square Meter placed and accepted in the completed structure.Item 900(a) & (b) Structural Concrete (3,000psi) including false workThis item shall consist <strong>of</strong> furnishing; placing and finishing <strong>of</strong> concrete inaccordance with this specification and conforming to the lines, grades anddimensions shown on the approved Plans. Concrete shall consist <strong>of</strong> a mixture <strong>of</strong>Portland cement, fine aggregate, coarse aggregate, and water.Material Requirements:All cement shall be Portland type –1, ASTM C-150.Fine aggregates used in the composition <strong>of</strong> concrete shall consist <strong>of</strong> washed riversand.Coarse Aggregate shall consist <strong>of</strong> stone, gravel or other approved inert materialswith similar characteristics. Size shall be ¾” crushed gravel.The water to be used in the project for the concrete works shall be potable.85<strong>Clark</strong> Development Corporation <strong>Proposed</strong> <strong>Renovation</strong> <strong>of</strong> <strong>Former</strong> <strong>Jacinto</strong> <strong>Building</strong>(Motorpool, Records, Warehouses and Maintenance Area)
Change language