Asphalt Overlay of CDC Roads - Clark Freeport Zone

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PROJECT TITLE : Asphalt Overlay of CDC RoadsLOCATION : Clark Freeport Zone, PhilippinesSCOPE OF WORK1. This project must be fully carried out in accordance to Standard Specificationand testing requirements of latest edition of DPWH Volume II. Theconstruction procedures includes the removal of all foreign loose objects onthe finished surface of the existing deteriorated asphalt pavement, Sprayingof Bituminous Tack Coat (SS-1) and Laying of Bituminous Concrete SurfaceCourse, Hot-laid material both in FDLRC basis.2. Before mobilization activity commences, the supplier must coordinate properlyto CDC-ECMD Representative for proper implementation. Temporary warningbarricades and safety signs must be installed during blowing of foreign looseobjects, spraying of SS-1 and laying of Bituminous Concrete Surface CourseHot-laid.3. All foreign loose objects on the surface of existing deteriorated asphaltpavement shall be removed using air compressor prior to spraying ofBituminous Tack (SS-1).4. When Bituminous Tack Coat has been applied, the application of BituminousConcrete Surface Course, Hot-laid material shall follow.5. Laying of 0.05m thick Bituminous Concrete Surface Course, Hot-laid materialshall maintain a temperature of not less than 107ºC (225ºF).6. The asphalt concrete shall be laid continuously as possible. However, ifstoppage occurs, joints must be brushed coat with emulsified asphalt. Whennecessary, this sticky substance shall be used to meet the field condition.7. Upon completion of laying of 0.05m thick Bituminous Concrete Surface Coursematerial, the layer must be compacted using tandem roller and pneumatic tireroller. Rolling shall begin at the sides and proceeds longitudinally paralleltoward the road centerline. The supplier must be aware that only appropriateequipment shall be used for compaction. Crushing of aggregate due toexcessive compaction is not permitted.8. When compaction is completed, the asphalt pavement must be core tested atthe supplier’s account for compaction and thickness determination in82
compliance with the design and in accordance with DPWH Standards andmust be approved by CDC Materials Engineer.9. Demobilization shall follow after the completion of compaction of newlyapplied asphalt pavement.10. Pavement marking shall be undertaken by CDC-ECMD RGM crew when pavingis completed.List of Roads for Asphalt Overlay1. E. Aguinaldo Street: 613 l.m. (Length) 6.35 m (Width)Total Area for 1 st Overlay: 1,294.56 sq.m. (Levelling and Patching)Total Area for 2 nd Overlay: 4,194.21 sq.m.2. Maloma Street : 153.57 l.m. (Length) 5.05 m. (Width)3. Magsaysay Avenue : 16.85 l.m. (Length)4. Chico Street: 364.00 l.m. (Length) 6.10 m (Width)5. Abacan Street: 100.00 l.m. (Length) 8.97m (Width)83
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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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(c)(d)(e)(f)(g)A Bidder has the sam
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5.4. Unless otherwise provided in t
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terrain, geological conditions at t
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11. Language of BidsC. Preparation
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14. Alternative Bids14.1. Alternati
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(b) Irrevocable letter of credit is
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20. Sealing and Marking of Bids20.1
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this regard, bids that fail to incl
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(b)The ranking of the total bid pri
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Entity shall approve or disapprove
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(c)(d)Signing of the contract as pr
Page 34 and 35: 33. Notice to Proceed33.1. Within t
Page 36 and 37: ITB ClauseBid Data Sheet1.1. The PR
Page 38 and 39: 2. Php 90,140.00 (2% of ABC), Irrev
Page 40 and 41: Return (Monthly: BIR Form No. 2550-
Page 42 and 43: TABLE OF CONTENTS1. DEFINITIONS ...
Page 44 and 45: 1. DefinitionsFor purposes of this
Page 46 and 47: 1.24. Site Investigation Reports ar
Page 48 and 49: All Materials and Plant on Site sha
Page 50 and 51: 7. Performance Security7.1. Unless
Page 52 and 53: 10. Site Investigation ReportsThe C
Page 54 and 55: Form of Warranty(a) Cash or letter
Page 56 and 57: evidence and such policies shall be
Page 58 and 59: 17. Termination for Default of Proc
Page 60 and 61: 18.6. If this Contract is terminate
Page 62 and 63: accordance with approved plans and
Page 64 and 65: agreement, the parties may agree in
Page 66 and 67: (d)At appropriate new rates, equal
Page 68 and 69: 33. Bill of Quantitiesthe PROCURING
Page 70 and 71: 38.2. The use of a third party to c
Page 72 and 73: 42.2. Progress payments are subject
Page 74 and 75: justifications for the need of such
Page 76 and 77: 46. Payment on Termination46.1. If
Page 78 and 79: 49. CompletionThe Contractor shall
Page 80 and 81: Special Conditions of ContractGCC C
Page 82 and 83: 51.2.The amount to be withheld for
Page 86 and 87: Section VII. DrawingsSee attached84
Page 88 and 89: Section IX. Bidding FormsTABLE OF C
Page 90 and 91: (e) Our firm, including any subcont
Page 92 and 93: 3. In consideration of the payments
Page 94 and 95: 5. [Name of Bidder] is authorizing
Page 96 and 97: Contracting Capability Any one of t
Page 98 and 99: Sample Forms of Eligibility, Techni
Page 100 and 101: Standard Form Number: SF-INFR-16Sta
Page 102 and 103: Standard Form Number: SF-INFR-20Rev
Page 104 and 105: his demand the Entity will note tha
Page 106 and 107: 3) if the Principal having been not
Page 112 and 113: Series of _________;Standard Form N
Page 114 and 115: Standard Form Number: SF-INFR-48Qua
Page 116 and 117: DAYWORK SCHEDULEPROJECT : Asphalt O
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Asphalt Overlay of CDC Roads - Clark Freeport Zone

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