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Procurement of Works Bidding Document for Procurement of Construction of Central Mekong Delta Region Connectivity Project (CMDRCP) Roads Packages (CW1A / CW1C / CW2A / CW2B / CW2C) Volume Specification Issued on: November 2013 ICB No.: CMDRCP / CW1A, CW1C, CW2A, CW2B, CW2C Employer: Ministry of Transport Loan No: 3013-VIE Country: Socialist Republic of Viet Nam November 2013 Bidding Document – Volume – Specification Central Mekong Delta Region Connectivity Project (CMDRCP) Roads Packages (CW1A / CW1C / CW2A / CW2B / CW2C): November 2013 Rev T0 DIVISION GENERAL REQUIREMENTS 1-1 SECTION 01100 - GENERAL REQUIREMENTS 1-1 SECTION 01200 - ENGINEER’S AND EMPLOYER’S FACILITIES AND SERVICES 1-24 SECTION 01300 - ENVIRONMENTAL OBLIGATIONS 1-32 DIVISION SITE CLEARING 2-1 SECTION 02100 - SITE CLEARING 2-1 SECTION 02200 - DEMOLITION AND REMOVAL OF EXISTING STRUCTURES AND OBSTRUCTIONS 2-3 DIVISION EARTHWORKS 3-1 SECTION 03100 - COMMON EXCAVATION 3-1 SECTION 03200 - STRUCTURAL EXCAVATION 3-5 SECTION 03300 - BORROW MATERIAL 3-10 SECTION 03400 - EMBANKMENT CONSTRUCTION 3-13 SECTION 03500 - SOFT SOIL IMPROVEMENT MEASURES 3-26 SECTION 03600 - VACUUM CONSOLIDATION METHOD 3-40 DIVISION DRAINAGE WORKS AND CULVERTS 4-1 SECTION 04100 - PIPE CULVERTS 4-1 SECTION 04150 - BOX CULVERTS 4-6 SECTION 04200 - DITCHES 4-8 SECTION 04300 - CATCH BASINS, MANHOLES, INLETS, AND OUTLETS 4-11 SECTION 04400 - MORTARED STONEWORK 4-14 DIVISION SUBBASE AND BASE COURSES 5-1 SECTION 05100 - AGGREGATE SUBBASE AND BASE 5-1 DIVISION PAVEMENT 6-1 SECTION 06100 - PRIME COAT AND TACK COAT 6-1 SECTION 06200 - ASPHALT CONCRETE BINDER AND SURFACE COURSES 6-7 SECTION 06300 - PORTLAND CEMENT CONCRETE PAVEMENT (PCCP) 6-26 SECTION 06400 - DOUBLE BITUMINOUS SURFACE TREATMENT (DBST) 6-27 SECTION 06500 - ASPHALT CONCRETE LEVELING COURSE 6-32 DIVISION STRUCTURAL WORKS 7-1 SECTION 07100 - CONCRETE AND CONCRETE STRUCTURES 7-1 SECTION 07200 - PRECAST CONCRETE PILES 7-26 SECTION 07250 - SOIL INVESTIGATION BORINGS 7-35 SECTION 07300 - BORED PILE 7-38 SECTION 07350 - PILE DYNAMIC TESTING 7-52 SECTION 07400 - SHEET PILED REVETMENT 7-54 SECTION 07450 - PRESTRESSED CONCRETE 7-58 SECTION 07500 - REINFORCING STEEL 7-71 SECTION 07650 - RAILINGS 7-77 SECTION 07800 - BRIDGE BEARINGS 7-79 SECTION 07830 - WATERPROOFING 7-87 SECTION 07850 - EXPANSION JOINTS 7-90 SECTION 07900 - BRIDGE DRAINAGE 7-99 DIVISION MISCELLANEOUS 8-1 SECTION 08100 - CEMENT MORTAR 8-1 SECTION 08200 - LANDSCAPING 8-2 SECTION 08300 - TOPSOILING 8-7 SECTION 08500 - TRAFFIC SIGNS AND KM POSTS 8-10 SECTION 08510 - SOLAR POWERED FLASHING WARNING LIGHT 8-15 Bidding Document – Volume – Specification i Central Mekong Delta Region Connectivity Project (CMDRCP) Roads Packages (CW1A / CW1C / CW2A / CW2B / CW2C): November 2013 Rev T0 SECTION 08600 - GUARDRAIL 8-16 SECTION 08700 - PAVEMENT MARKINGS 8-19 SECTION 08710 - PAVEMENT STUDS 8-22 SECTION 08800 - PAINTING 8-24 SECTION 08900 - CONCRETE CURB 8-31 SECTION 08950 - SLOPE PROTECTION 8-33 DIVISION LIGHTING AND POWER SUPPLY 9-1 SECTION 09100 - LIGHTING AND POWER SUPPLY WORKS 9-1 SECTION 09200 - CIVIL WORKS FOR ELECTRICAL ITEMS 9-17 Bidding Document – Volume – Specification ii Central Mekong Delta Region Connectivity Project (CMDRCP) Roads Packages (CW1A / CW1C / CW2A / CW2B / CW2C): November 2013 Rev T0 DIVISION GENERAL REQUIREMENTS SECTION 01100 - GENERAL REQUIREMENTS ABBREVIATIONS AND UNITS OF MEASUREMENT In addition to the abbreviations given in the General Conditions of Contract and the Preamble to the Bills of Quantities, the following abbreviations are used in the Specifications: CBR - California Bearing Ratio Cov.Pl - Cover plate Dia - Diameter Diaph - Diaphragm Drg or Dwg - Drawing Ea - Each Guss - Gusset HP - Horsepower(s) Kg - Kilogramme Max - Maximum Min - Minimum mm - Millimeter(s) No - Number P.C - Pre-stressed Concrete R.C - Reinforced Concrete Sht - Sheet Spl - Splice sq cm or cm2 - Square centimetre(s) sq m or m2 - Square meter(s) t or ton - Metric tonne (1,000 kg) W or Wt - Weight QA - Quality Assurance Scheme All units of measurement used in these specifications and in the Bid Price Schedule follow the Standard International (SI) system of weights and measures unless otherwise noted MATERIALS 2.1 QUALITY Unless otherwise specifically provided in this Contract, all items incorporated in the completed work, such as equipment, materials and other articles are to be new and the most suitable grade for the purpose intended 2.2 TRADE NAMES Unless otherwise specifically provided in the Contract, reference to any equipment, material, article, or patented process, by trade name, make, or catalogue number, shall be regarded as Bidding Document – Volume – Specification 1-1 Central Mekong Delta Region Connectivity Project (CMDRCP) Roads Packages (CW1A / CW1C / CW2A / CW2B / CW2C): November 2013 Rev T0 01100 establishing a standard or quality and shall not be construed as limiting competition, and the Contractor may, at his option, use any equipment, material, article, or process which, in the judgment of the Engineer, is equal to that named 2.3 CONTROL OF MATERIAL 2.3.1 SOURCE OF SUPPLY AND QUALITY REQUIREMENTS Unless otherwise provided, the Contractor shall furnish samples of all materials to be incorporated in the Works The Contractor shall notify the Engineer of the proposed sources and supplier(s) of materials at the earliest possible date and expedite the inspection and testing of materials When sources of supply for previously approved materials not produce uniform and satisfactory products, or if the product from any source proves unacceptable at any time, the Contractor shall furnish samples of materials, and relevant information, from other sources 2.3.2 MATERIAL SOURCES The Engineer shall approve all materials prior to their incorporation into the Works In the case of imported materials, the Engineer shall approve materials prior to placing an order for the supply of the materials Except for commercially operated sources, no work shall be performed within a source until the Engineer approves in writing a plan of operations for the development of the source Sources selected by the Contractor shall be in accordance with the following applicable requirements  When the Contractor selects to use materials, the Contractor shall be responsible for determining that the materials in the source selected will meet the Contract quality requirements; that an adequate quantity is available; and that the amount and type of equipment and work required to produce materials will meet the specifications  The Contractor shall be responsible for acquiring all material sources The Contractor shall acquire the necessary rights to take materials from the source and shall bear all costs related thereto, including those needed for development, exploration, erosion control, restoration, and hauling  Approval for the use of material from the sources selected by the Contractor will be contingent upon the Contractor furnishing the Engineer with satisfactory evidence of laboratory test results that indicate acceptable quality material is available and will be produced from the source However, the Engineer may, during production, obtain or require samples for testing to verify the quality of the material and to assure conformance with the applicable specifications If the test results show that the materials not meet the quality requirements of the Contract, the Contractor shall not be permitted to incorporate any of the materials into the Works The Contractor shall bear all costs associated with disposing of the material and providing another source 2.3.3 INSPECTION OF MATERIAL All materials are subject to inspection, sampling, testing, re-testing, and rejection at any time prior to acceptance of the Works In the case of certain designated materials, prior to approval of the materials, representatives of the Engineer and the Employer will visit and inspect the factory where the materials are produced The travel and accommodation costs of the factory visit (whether inside or outside Vietnam) shall be at the Contractor’s charge The specific materials requiring factory visits are a) Bridge expansion joints, b) Bridge bearings, and c) PVDs Bidding Document – Volume – Specification 1-2 Central Mekong Delta Region Connectivity Project (CMDRCP) Roads Packages (CW1A / CW1C / CW2A / CW2B / CW2C): November 2013 Rev T0 01100 Any work in which untested materials are used without approval will be performed at the Contractor’s risk Materials found to be unacceptable and unauthorized shall not be paid for and shall be removed at the Contractor expense 2.3.4 CONTRACTOR INSPECTION SYSTEM The Contractor shall provide and maintain an adequate inspection system along with all personnel, equipment, supplies and facilities necessary to obtain samples, perform tests and provide inspection of the Works The Contractor’s inspection system shall be part of his Quality Assurance Organization in accordance with this Specification, Part I, Section 4: “Quality Assurance and Site Laboratory” 2.3.5 MEASURED OR TESTED COMPLIANCE The Contractor shall provide all necessary production and processing of the work and Quality Assurance and performance of the work so that all of the work complies with the Contract requirements 2.3.6 CERTIFICATION OF COMPLIANCE When sampling and testing are required under the Contract, the Engineer may permit such materials to be incorporated into the work prior to sampling and testing provided they are accompanied by the Certificate of Compliance stating that the materials fully comply with the requirements of the Contract When a certification is required under the Contract and or Specifications, a Certificate of Compliance in which the lot is clearly identified shall accompany each lot of such materials delivered to the work Certificates initiated by the manufacturer and, when required, supported by tests performed by the manufacturer shall accompany commercially manufactured materials Copies of such test results shall be furnished to the Engineer A Production Certification shall accompany each shipment of material and shall identify the date and place of manufacture as well as the lot number or other means of cross referencing to the inspection and testing system The Contractor shall furnish specific test results on material from the same lot upon request by the Engineer 2.4 STORAGE OF MATERIALS Materials shall be stored to ensure that they remain fit for purpose Stock piled materials shall be stored in such a way that they are free draining, free from contamination and properly separated to prevent cross contamination The Contractor shall ensure that all materials are available for inspection as required by sub-clause 7.3 of the Conditions of Contract Materials which are subsequently found to be defective due to inadequate storage shall be rejected in accordance with sub-clause 7.5 of the Conditions of Contract Stored materials, even though approved before storage, may again be inspected prior to their incorporation into the Work Approved portions of the right-of-way may be used for storage purposes and for the placing of the Contractor’s plant and equipment, but the Contractor at no cost to the Employer may provide any additional space required therefore Private property shall not be used for storage purposes without a written agreement of the owner and lessee and payment to them, if necessary All temporary storage areas and plant sites shall be restored to their original condition by the Contractor in a manner acceptable to the Engineer and at no cost to the Employer CONTRACTOR'S PROGRAM FOR THE WORKS The Contractor shall provide a Programme and a supporting report for the execution of the Works, in accordance with the requirements noted in Sub-clause 8.3 of the Conditions of Contract and as noted herein Bidding Document – Volume – Specification 1-3 Central Mekong Delta Region Connectivity Project (CMDRCP) Roads Packages (CW1A / CW1C / CW2A / CW2B / CW2C): November 2013 Rev T0 01100 The Programme shall be prepared using CPM (Critical Path Method) in Microsoft Project or equivalent software as coordinated with the Engineer The Programme shall show activity durations, activity descriptions, early and late start and finish dates, and activity float and activity dependencies The Programme shall incorporate a CPM (Critical Path Method) by which means the Contractor shall be able to identify the single series of activities that determines the shortest possible length of time for completion of the whole of the Works All activities in the Programme shall be tied to one start date (the Commencement Date) and one end date (issuance of Taking-Over Certificate) The Contractor’s Programme shall be cost and resource loaded Cost loading shall indicate calculated or estimated costs included for each item, to equal the total Contract Price, minus Provisional Sums The detail and number of activities incorporated in the Contractor’s Programme shall be sufficient to manage the total works and identify restraints, delays and effects on the Works by dependent activities All activities shall be organized in a logical work breakdown structure, indicating work stages and phases, and shall clearly indicate critical path(s) of each facility and/or segment of the Works All activity descriptions shall be unique, each describing discrete elements of work with duration expressed in calendar days With due regards to the requirements of Sub-clause 8.3(a) and (b) of the Conditions of Contract the Contractor’s Programme shall incorporate all activities that will affect the Works from commencement to completion including, but not limited to:   the Contractor’s mobilization and demobilization;   all surveying and setting out ;  all interface dates between the Contractor, any interfacing contractors and sub-contractors for the Works;   all material and Plant Submittals and Shop Drawing preparation and Submittals;  all activities associated with the procurement, purchase, fabrication and shipment of materials and Plant to be incorporated into the Works;  all activities associated with the procurement and shipment of all Contractor’s Equipment, necessary for the execution of the Works, to the Site;  all construction activities for each phase and section of the Works, including testing and commissioning and defects and deficiencies work;  all activities (including required testing) associated with the approval of materials and equipment to be incorporated in the Works;   all public and site holidays; and all site investigation activities; all key and milestone dates; time for review by the Engineer of Submittals; such other activities that the Engineer may require to be monitored All programme submissions shall include both printed versions of the programme as well as an electronic copy QUALITY ASSURANCE SYSTEM (QA) The Contractor shall put in place a comprehensive Quality Assurance system in accordance with sub-clause 4.9 of the Conditions of Contract Such QA system shall cover the Contractor’s entire construction process and shall be managed by the QA engineer included Bidding Document – Volume – Specification 1-4 Central Mekong Delta Region Connectivity Project (CMDRCP) Roads Packages (CW1A / CW1C / CW2A / CW2B / CW2C): November 2013 Rev T0 01100 in the list of key staff The system shall include the generation and maintenance of registers for and the storage of all communications, including e-mails Requirements relating to the QA system shall also be properly reflected in the Contractor’s programme issued in accordance with sub-clause 8.3 of the Conditions of Contract In addition the QA system shall include or refer to the activities detailed below for permanent works items in the Contract Drawings Generation and maintenance of registers and referencing system Management of current and superseded issues Control of issue Storage Survey Generation and maintenance of register Monitoring of checking and correction procedures Materials approvals Generation and maintenance of registers Management of materials approvals process Programming Ensure QA procedures are reflected in the programme Method statements Generation and maintenance of register Monitoring of generation and issue (to both Engineer and construction staff) Materials testing Generation and maintenance of registers Management of routine testing and approvals process Conformance and non-conformance procedures Management of conformance and acceptance by the Engineer Management of non-conformance Management of remedial works proposals and acceptance by the Engineer Monitoring of remedial works and subsequent acceptance by the Engineer These activities are expected to be included or referred to in “work” or “inspection” sheets issued to the Contractor’s supervisory staff on site and to the Engineer attached to the relevant notices issued by the Contractor The QA engineer is expected to ensure that the Contractor’s staff comply with the QA procedures The QA engineer is expected to check QA documents prior to submission to the Engineer for approval Any such checks shall include conformance / non-conformance procedures The Contractor is expected to advise the Engineer if any non-conformance is recorded In the case of non-conformance the Contractor shall put forward remedial measures for the acceptance of the Engineer No remedial work shall commence until such acceptance has been given The Contractor should note that it is his responsibility to check and confirm the quality of his work prior to requesting the acceptance of the Engineer Bidding Document – Volume – Specification 1-5 Central Mekong Delta Region Connectivity Project (CMDRCP) Roads Packages (CW1A / CW1C / CW2A / CW2B / CW2C): November 2013 Rev T0 01100 The Engineer will confirm acceptance of the Contractor’s QA documents, if appropriate, at “hold points” in the construction process beyond which further work cannot proceed without such acceptance and on satisfactory completion of work items The Contractor should note that the Engineer will carry out his own procedures to confirm the quality of the Works in parallel with the Contractor’s own QA If the Engineer, during his own quality assurance procedures, detects a non-conformance not detected or not reported by the Contractor “a Notice to Correct” shall be issued in accordance with sub-clause 15.1 of the Conditions of Contract The affected part of the works will be suspended until such time as a correction is made No payment will be made against work items unless the quality of those items has been assured by the Contractor’s QA procedures The Contractor shall include in his monthly statements documentation demonstrating that each item for which payment has been requested has complied with the quality requirements of the contract and been accepted as doing so by the Engineer The QA system is considered to be an integral part of the Contractor’s activities and its cost therefore distributed across all bill items No separate payment will be made for this activity PROVISION OF BONDS AND INSURANCE The Contractor shall provide Insurance in accordance with clauses 18 of the Conditions of Contract The Contractor shall extend the validity of all bonds and insurance as appropriate should the Works not be completed within the original Time for Completion stated in the Conditions of Contract Payment for the cost of bonds and insurance shall not be made separately, and shall be considered incidental to the works as a whole and deemed to be included in the Contractor’s rates and prices MOBILIZATION AND DEMOBILIZATION 6.1 DESCRIPTION This section consists of the general provisions for the mobilization and demobilization work by the Contractor 6.2 REQUIREMENT 6.2.1 REFERENCES These requirements shall be applied complementarily, and without detriment, to the requirements and provisions stated in: Sub-Clause 4.3 “Contractor’s Representative”, Sub-Clause 6.9 “Contractor’s Personnel”, Sub-Clause 8.3 “Program”, and Clause 11 “Defects Liability” of the Conditions of Contract 6.2.2 MOBILIZATION PROGRAM The Contractor shall submit to the Engineer, for his review and Approval, a detailed Mobilization Program This Program shall be submitted as an attachment of the “Program to be submitted” specified in Clause 8.3 of the Conditions of Contract Bidding Document – Volume – Specification 1-6 Central Mekong Delta Region Connectivity Project (CMDRCP) Roads Packages (CW1A / CW1C / CW2A / CW2B / CW2C): November 2013 Rev T0 01100 The Mobilization Program and all other Programs shall be prepared using MS Project or equivalent software The Program shall include a schedule noting the anticipated arrival of all construction equipment and facilities as well as the arrival of all key personnel of the Contractor and subcontractors Moreover, the mobilization Program shall include a layout plan noting the location, size and arrangement of all temporary facilities, including security fencing and entrance and exit gates, sewage and water lines and systems, electrical supply and access and facility roads 6.2.3 SUPERINTENDENTS AND ASSISTANTS The Contractor shall mobilize and keep all the key staff as required in the Contract The Contractor shall not remove his staff from the site without the express written permission of the Engineer Within fourteen (14) days of any such removal, or notice of intent of removal, the Contractor shall nominate a replacement staff for the Engineer’s Approval 6.2.4 LAND FOR CONSTRUCTION PURPOSES, DETOURS, PLANT AND OTHER USES The Contractor shall acquire all additional working areas and any additional areas required for construction purposes and access or other uses Before entering the work site, the Contractor shall give written notice to the Engineer The Contractor shall give separate notices to each owner and occupier or authority having jurisdiction over the work sites Before entering any additional work areas the Contractor shall obtain, and forward to the Engineer, a copy of the written consent of the owner and occupier or authority having jurisdiction over the land, and shall state the purposes for which such land is to be used The Contractor shall define the extent and period of occupation for which such consent is granted The Contractor shall select, arrange for and, if necessary, pay for the use of sites for construction purposes, detours, plant and other uses necessary for the execution of the Works Before using any land belonging to the Government or to a private landowner for any purposes in connection with the execution of the Works, the Contractor shall obtain the Engineer’s Approval for such use If any utility passing through the temporary site is affected by the Works, the Contractor shall at his own expense provide an appropriate plan for re-alignment or relocation of such utility in full working order to the satisfaction of the owner of the utility and the Engineer, before cutting or removing or relocating the existing utility On completion of the Contract, or earlier if so directed by the Engineer, all plant, temporary facilities and any other encumbrances shall be removed, the site and land use areas shall be properly cleaned, all damage made good, and reinstated as it was before 6.2.5 CONSTRUCTION EQUIPMENT All construction plant and equipment provided by the Contractor shall, when brought on to the Site, be deemed to be exclusively intended for the construction and completion of the Works and the Contractor shall not remove the same or any part thereof without the approval of the Engineer 6.2.6 CONTRACTOR’S SITE OFFICE, STORES AND LIVING QUARTERS The Contractor shall supply, equip and maintain for the Contract period all his own living accommodation, site offices, sheds and stores necessary for the execution of the Works, and Bidding Document – Volume – Specification 1-7 Central Mekong Delta Region Connectivity Project (CMDRCP) Roads Packages (CW1A / CW1C / CW2A / CW2B / CW2C): November 2013 Rev T0 01100 4.1.2 CONDUIT AND DUCT BANK FOR UNDERGROUND CABLE (UNIT-METRE) The furnishing and laying of conduit shall be measured in place by the linear meter of the conduit, including fittings 4.1.3 EXCAVATION AND BACKFILLING CABLE (UNIT – METRE) Measurement of excavation and backfilling of cable shall be measured in place by the linear meter of cable trench The same rate shall be paid regardless of the depth and width of the trench, or the type of reinstatement required Measurement shall be made for each trench for burial of electrical cable whether cable for direct burial, duct, or duct bank Measurement shall be made once only for each trench, regardless of the number of cables or ducts installed in the trench Measurement shall not be made for excavation and backfilling of cables for traffic signal systems 4.2 BASIS OF PAYMENT Payment for items shall be deemed to be included furnishing, installing, and repairing in the unit price for these items Payment for conduit or duct bank shall also be full compensation for all materials, labour, plant, equipment, tools, and incidentals necessary to insert and pull the cable through the conduit including all permits for testing and other miscellaneous items that may be required to ensure the full operational and functional conditions of the electrical conduit systems For duct bank, and duct with protection concrete, the concrete surround shall not be measured separately for payment Payment for excavation and backfilling of cables shall be full compensation for all materials, labour, plant, equipment, tools and incidentals necessary to install cable for direct burial, duct, or duct bank and to carry out reinstatement of the trench and surface Separate payment shall not be made for provision of concrete / tile cable markers and marker tape Payment for cable, duct or duct bank installed in the trench shall be paid separately Pay Item Description unit 09200-01 Manhole Type (C+D) each 09200-02 HDPE Pipe 65/50 m 09200-03 HDPE Pipe 85/65 m 09200-04 HDPE Pipe 105/80 m 09200-05 HDPE Pipe 160/25 m 09200-06 Guard Net m2 09210-01 Foundation for Lighting Control Panel (including anchor bolts) each 09210-02 Foundation for Main Distribution Board (including anchor bolts) each 09210-03 Foundation for Distribution Board (including anchor bolts) each 09210-04 Foundation of Lighting Pole 10m (including anchor bolts) each 09210-05 Foundation of Lighting Pole 12m (including anchor bolts) each 09210-06 Foundation of Lighting Pole 17m (including anchor bolts) each 09210-07 Foundation of High Mast 25m (including anchor bolts) each 09220-01 Excavation and Backfilling Cable m 09220-02 Cable tray type-1 (including supporting mount) m 09220-03 Cable tray type-2 (including supporting mount) m 09220-04 Cable tray type-3 (including supporting mount) m 09220-05 Cable tray type-4 (including supporting mount) m 09220-06 Cable tray type-5 (including supporting mount) m Bidding Document – Volume – Specification 9-22 Central Mekong Delta Region Connectivity Project (CMDRCP) Roads Packages (CW1A / CW1C / CW2A / CW2B / CW2C): November 2013 Rev T0 09200 ... Specification i Central Mekong Delta Region Connectivity Project (CMDRCP) Roads Packages (CW1 A / CW1 C / CW2 A / CW2 B / CW2 C): November 2013 Rev T0 SECTION 08600 - GUARDRAIL 8-16 SECTION 08700... Specification ii Central Mekong Delta Region Connectivity Project (CMDRCP) Roads Packages (CW1 A / CW1 C / CW2 A / CW2 B / CW2 C): November 2013 Rev T0 DIVISION GENERAL REQUIREMENTS SECTION 01100 - GENERAL... Specification 1-1 Central Mekong Delta Region Connectivity Project (CMDRCP) Roads Packages (CW1 A / CW1 C / CW2 A / CW2 B / CW2 C): November 2013 Rev T0 01100 establishing a standard or quality and shall not