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BIDDING DOCUMENTS VOLUME III TECHNICAL SPECIFICATIONS AIRPORT to NCC ROAD SECTIONS (Sta Consulting Services for the Detailed Engineering Design of the Proposed Airport-CGC Access Road, MacArthur-CGC Access Road, MacArthur-SCTEX Access Road and Olympic Village Access Road ``` BIDDING DOCUMENTS VOLUME III TECHNICAL SPECIFICATIONS AIRPORT TO NCC ROAD SECTIONS (Sta. 0+000.00 to Sta.1+500.00 and Sta.16+000.00 to Sta. 19+826.284) PACKAGE - 2 FINAL MARCH 2018 TABLE OF CONTENTS ITEM NO. DESCRIPTION PAGE NO. PART A FACILITIES FOR THE ENGINEER A-1 A.1 Requirements A-1 A.1.1 Offices and Living Quarters for the Engineer A-1 A.1.1.2 Operation and Maintenance of Office and Living Quarters A-2 A.1.1.3 Staffing for Engineer’s Facility A-3 A.1.1.4 Furniture, Fixtures, Appliances and Equipment for the Office and A-3 Living Quarters of the Engineer A.1.1.5 Quality Control and Testing Centers A-4 A.1.2 Vehicles for the Engineer A-4 A.1.2(5) Operation and Maintenance of the Vehicles for the Engineer A-5 A.1.3 Assistance for the Engineer A-6 A.1.4 Progress Photographs A-7 A.1.5 Communication Facility A-8 A.1.6 Schedule of Facilities for the Engineer A-8 A.1.1(11) Schedule for the Provision of Furniture/Fixtures, Equipment and A-9 Appliances for the Engineer’s Field Office A.1.1(13) Schedule for the Provision of Furniture/Fixtures, Equipment and A-10 Appliances for the Living Quarters of the Engineer A.2 Measurement and Payment A-14 to A-16 PART B OTHER GENERAL REQUIREMENTS B-1 B.1 Offices, Shops, Stores and Workmen’s Accommodation for the B-1 Contractor B.2 Medical Room and First Aid Facilities B-1 B.3 Quality Control of Materials B-2 B.4 Construction Survey and Staking B-6 B.4.3 Centerline Reestablishment B-9 B.4.4 Culvert Survey and Staking B-10 B.4.5 Bridge Survey and Staking B-10 B.4.6 Retaining Walls and Other Types of Slope Protection Works B-11 Survey and Staking B.4.7 Grade Finishing Stakes B-11 B.4.8 Permanent Monuments and Markers B-11 B.4.9 Miscellaneous Survey and Staking B-11 B.5 Project Sign Board B-13 B.6 Transportation and Handling B-14 B.6A Provisions For Passage of Traffic B-15 B.6B Disposal of Materials Outside the Project Boundaries B-16 B.6C Project Record Documents B-16 B.7 Construction Occupational Safety and Health Program B-19 B.8 Traffic Management During Construction B-21 B.9 Mobilization/Demobilization B-28 B.10 Method of Measurements B-29 B.11 Silence of Contract Documents B-32 B.12 Meetings/Conferences B-32 B.13 Measurement and Payment B-33 i TABLE OF CONTENTS ITEM NO. DESCRIPTION PAGE NO. PART C EARTHWORK C-1 100 Clearing and Grubbing C-1 101 Removal of Structures and Obstructions C-4 102 Excavation C-7 103 Structure Excavation C-13 104 Embankment C-18 105 Subgrade Preparation - C-27 to C-30 PART D SUBBASE AND BASE COURSE D-1 200 Aggregate Subbase Course D-1 201 Aggregate Base Course D-4 202 Crushed Aggregate Base Course D-6 to D-9 PART E SURFACE COURSES E-1 311 Portland Cement Concrete Pavement E-1 to E-27 PART F BRIDGE CONSTRUCTION F-1 400 Piling F-1 400(27) Pile Integrity Testing F-19 400(28) Pile Dynamic Testing F-21 401 Railings F-23 403 Metal Structures F-26 404 Reinforcing Steel F-61 405 Structural Concrete F-65 406 Prestressed Concrete Structures F-75 407 Concrete Structures F-84 409 Welded Structural Steel F-102 411 Paint F-113 412 Elastomeric Bearing Pads F-115 507 Rubble Concrete F-120 517 Drain Pipe F-122 508 Hand Laid Rock Embankment F-123 SPL-801 Pre-molded Expansion Joint Filler with Sealant F-124 SPL-419 Wire Rope Cabled Structure F-124 SPL-601(1)a Bridge Sidewalk/Bikeway (Reinforced Concrete with Glow in the F-137 to F-140 Dark Aggregate Finished PART G DRAINAGE AND SLOPE PROTECTION STRUCTURES G-1 500 Pipe Culverts and Storm Drains G-1 502 Manholes, Inlets and Catch Basins G-2 505 Riprap and Grouted Riprap G-4 506 Stone Masonry G-6 to G-7 ii TABLE OF CONTENTS ITEM NO. DESCRIPTION PAGE NO. PART H MISCELLANEOUS STRUCTURES H-1 600 Curb and/or Gutter H-1 601 Sidewalk H-4 602 Monuments, Markers and Guide Posts H-7 603 Guardrail H-8 604 Fencing H-10 605 Road Signs H-11 612 Reflective Thermoplastic Stripping Material (Solid Form) H-14 613 Concrete Joint Sealant (Hot Poured Elastic Type) H-18 618 Reflectorized Thermoplastic Rumble Strips H-20 622 Bio-Engineering Solutions (Coconet) H-22 SPL 1200-1 Bikeway Paving (Reinforced Concrete with Exposed Glow H-25 to H-27 In the Dark Aggregates Finished) PART J STREETLIGHTS AND LIGHTINGS J-1 103(1)a Structure Excavation (Streetlight Concrete Pedestal) J-1 to J-12 103(3)b Structure Backfill (From Excavation Materials) SPL-1000-1 Remove and Relocate the Existing Concrete Electrical Post SPL-1000-2 Construction of Steel Pole Concrete Pedestal, including Rebars and Anchor Bolts w/ nut & Washer 25mm x 762mm SPL-1100-1 Supply & install, 12.0m. HIGH STEEL LIGHTING POLE, 3.0m – Single Arm , including Ground Rod w/ Clamp SPL-1100-2 Supply & install, 12.0m. HIGH STEEL LIGHTING POLE, 3.0m – Double Arm, including Ground Rod w/ Clamp SPL-1100-3 Supply & install, 120W LED Roadway Luminaire, Post Mounting with Copper Split bolt Connector SPL-1100-4 Supply & Install, THW Copper Wire, 14mm² SPL-1100-5 Supply & Install, THW Copper Wire, 8mm² SPL-1100-6 Supply & Install, THW Copper Wire, 3.5mm² SPL-1100-7 Supply & Install, 50mm Ø PVC Pipe with Coupling SPL-1100-8a Supply & Install, Enclosed Circuit Breaker, 2P30A 22KAIC, NEMA-4x with 50mm HUB SPL-1100-9a Supply and Install, Panel Board, MCB: 3P22AT; BRS:24- 2P40AT; NEMA-4x SPL-1100-10a Supply and Install Synchronizing Panel, 4-45KVA, 3Ø, 400V, 60HZ. PLC SPL-1100-11a Supply and Install Generator Set, Diesel, 45KVA, 3Ø, 430V, 60HZ. Brushless SPL-1100-12 Construction of Powerhouse Building, 4m x 6m SPL-1100-13 Standard Electrical Handhole, for Service Lateral Collection SPL-1100-14 Supply and Install Metered Electric Utility Services for 45KVA, 3Ø, 400V SPL-1100-15 Contingency Miscellaneous PART K STREET LANDSCAPE K-1 Scope of Works/Description and Materials K-1 to K- 27 iii PART A FACILITIES FOR THE ENGINEER FACILITIES FOR THE ENGINEER A PART A. FACILITIES FOR THE ENGINEER A.1 REQUIREMENTS A.1.1 Offices and Living Quarters for the Engineer A.1.1 .1 Offices and Living Quarters for the Engineer The Contractor shall provide and maintain until final completion of the project a one (1) unit field office building, and two (2) units of rented living quarters for the exclusive use of the Engineer and his staff. The office shall have at least 180 square meters in floor area, rectangular and made of concrete finished walls and partitions, G.I. roofings, glass windows and hard wooden doors, ply board ceilings, tiled floors, with complete sanitary connections and sewage connection to a septic tank, complete with electrical installation. This office building shall contain the supplies, appliances, equipment and furnishings specified in the Contract. The location and final plan of the office building shall require the approval of the Engineer prior to the start of the construction, while the rented living quarter shall also require the approval of the Engineer prior the selection of the unit for lease. It is the intent of this Specification to locate the field office building in a government owned lot so that the use by the government of this facility can be maximized even after the completion of the project. However, if no government lot is available, and this structure are to be erected on private property, it is the responsibility of the Contractor to make necessary arrangements with the landowner(s) regarding the use of the lot for the Engineer’s office and to remove and transfer, if so required under the Contract, the improvements thereon, including all appurtenances upon completion of the Works. The office building shall be constructed in accordance with the approved Plans and Drawings which will be proposed and prepared by the Contractor and approved by the Engineer. It shall be at locations designated and oriented to the approval and satisfaction of the Engineer. All cost of labor, materials, equipment and ground rentals that maybe considered necessary for the construction of such facility shall be at the expense of the Contractor. The field office and living quarters shall be provided with all the necessary electricity, telephone line, potable water supply, sewer and drainage services for twenty-four (24) hours a day. This office and living quarters must be ready for occupancy and use of the Engineer within two (2) months of the commencement of the Works. This is specified in Part A; Item A.1.1 (3), and Item A.1.1 (10). However, if there will be delay in the provision of such facilities, the Contractor shall provide temporary facilities in rented building(s) conforming to all the requirements of the permanent facilities to the satisfaction of the Engineer. The Contractor shall maintain such temporary facilities for the Engineer over the same period. All facilities provided by the Contractor shall conform to the best standard of the required types.
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