SECTION B - Derry City Council

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1800SR STRUCTURAL STEELWORK 1 DEFINITION OF TERMS IN THIS CLAUSE The ‘Engineer’ shall mean the Project Manager The ‘Steelwork Sub-Contractor’ shall mean the Firm appointed by the Main Contractor on a domestic sub-contract basis to supply, fabricate, deliver and erect the Structural Steelwork as indicatively shown on the Contract Drawings and as described in this Specification. Firm must be a member of the British Constructional Steelwork Association, or an equal and approved quality scheme. The ‘Main Contractor’ shall mean the firm appointed to by the Employer to carry out the building work under the Main Contract. The ‘Employer’ shall mean Derry City Council The ‘Architect’ will be Derry City Council The Quantity Surveyor will be Doran Consulting 2 DESCRIPTION OF THE STEELWORK The Steelwork Domestic Sub-contract includes the supply, fabrication, delivery to the site and erection complete of the structural framework as indicatively shown on the Contract Drawings and described in this Specification. The Steelwork is to be erected on concrete foundations prepared by the Main Contractor. 3 ADVICE NOTES Immediately on the despatch of any steelwork to the site, advice notes shall be sent to the Engineer. 4 BRITISH AND EUROPEAN STANDARDS Where British and European Standards are referred to in the Specification the references shall be taken as referring to the latest editions of any such British or European Standards including all amendments and additions issued up to 42 days prior to the date of the Specification. The initials BS shall be taken to mean British 64
Standard, EN shall be taken to mean European Standard, and the initials BS EN shall be taken to mean European Standard adopted as a British Standard. 5 STEELWORK DESIGN, DRAWINGS & PROGRAMME The Structural Steelwork has been designed by the Engineer in accordance with BS 5950: Part 1, Specification for "The use of steelwork in building". The Engineer will supply to the Steelwork Sub-Contractor drawings giving sizes of the principal members and showing member forces and reactions in kilonewtons as well as any bending moments which have to be taken up in the "fixed joints" of the structure expressed in kilonewton metres. From this information the Steelwork Sub-Contractor will be required to prepare his own shop details in accordance with BS 5950: Part 2 and Appendix 2 of this Specification. These drawings are to be supplied in duplicate to the Engineer, Architect and Quantity Surveyor for comment before fabrication. Should these shop details in the opinion of the Engineer or Architect be insufficient, or unsatisfactory, the Engineer or Architect will require fresh details to be submitted as below. (The shop drawings shall indicate the location and type of temporary guys and bracings proposed for use during erection of the steelwork). On receiving Engineer or Architect comments in writing on such detail drawings, a further copy of the revised drawings are to be submitted to the Engineer and Architect. One further copy shall be sent to the Clerk of Works on the Site. On his appointment the Main Contractor and his Steelwork Sub- Contractor shall produce a programme for the production of workshop and erection drawings and drawings of temporary and other works. The Steelwork Sub-Contractor shall, after consultation with the Engineer and Architect, be required to agree a programme and a final date for the submission and checking of drawings. No work is to be put in hand until the Engineer or Architect’s comments have been obtained and the Main Contractor's and Steelwork Sub- Contractor’s programme shall make suitable allowance for checking procedures including the re-submission of amended drawings following comments by the Engineer. 65
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SECTION B WORKS INFORMATION Part 1
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1.0 PREAMBLE TO THE SPECIFICATION 1
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Specification for Highway Works Sch
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Specification for Highway Works Sch
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2.0 SPECIFICATION APPENDIX 0/1: CON
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110 5mm STEEL EDGING 120 5mm STEEL
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530 FIRST CUT OF ALL GRASSED AND TU
Page 15 and 16: 540 UNDERGROUND GUYING OF SPECIMEN
Page 17 and 18: Additional Clauses, Tables and Figu
Page 23 and 24: • Contamination: Do not mix topso
Page 25 and 26: o o Plant employed for transporting
Page 27 and 28: 750 IMPORTED BOULDERS (DONEGAL GREY
Page 29 and 30: approved. o Size of Stone: Random s
Page 31 and 32: 140 EXCAVATION OF SUBGRADES • Fin
Page 33 and 34: 210 RESIN BOUND GRAVEL (FOR NEW VEH
Page 35 and 36: o o o Loosening: - Light and noncoh
Page 37 and 38: Q30 SEEDING/TURFING The Contractor
Page 39 and 40: o Type: 'Floranid Master' slow rele
Page 41 and 42: o 028 7775 0297 Properties of soil
Page 43 and 44: Section 1 in the Cemetery and 15-30
Page 45 and 46: Give notice before: o Setting out.
Page 47 and 48: o o with a fibrous root system exac
Page 49 and 50: 290 SURPLUS MATERIAL o General: Rem
Page 51 and 52: - Distance from wall: 300mm approx
Page 53 and 54: 502 PLEACHED TREES o Tree Pit Sizes
Page 55 and 56: Feathered Trees. 585 BACKFILLING MA
Page 57 and 58: Q40 FENCING 125 1100 MM HIGH MILD S
Page 59 and 60: o Other requirements: Gates to be p
Page 61 and 62: manufacturer’s specifications. Th
Page 63 and 64: o Manufacturer: Haddonstone (as sup
Page 65: Setting posts in concrete Standard:
Page 69 and 70: The steel is to be supplied to the
Page 71 and 72: The mortar shall be mixed as thickl
Page 73 and 74: with anti-corrosive treatments. Lig
Page 75 and 76: Covered electrodes used shall give
Page 77 and 78: 15 TESTS OF MATERIALS The Steelwork
Page 79 and 80: All weights and variations or other
Page 81 and 82: The Steelwork Sub-Contractor shall
Page 83 and 84: Dry film thickness: 75 micrometres.
Page 85 and 86: APPENDIX 0/3: LIST OF NUMBERED APPE
Page 87 and 88: Appendix 0/3 List A (Cont.) Volume
Page 93 and 94: List ‘B’ gives the list of Cont
Page 95 and 96: 83473/03 83473/04 83473/05 Landscap
Page 97 and 98: APPENDIX 0/5: SPECIAL NATIONAL ALTE
Page 99 and 100: Cancelled Clauses Clause No. 801NIC
Page 101 and 102: iv Unless otherwise specified all w
Page 103 and 104: Sector Schemes 10. The application
Page 105 and 106: APPENDIX AS QUALITY MANAGEMENT SCHE
Page 107 and 108: BS EN 1436 BS EN 1463-1 BS EN 1463-
Page 109 and 110: BS 4987 (11/03) Coated macadam (asp
Page 111 and 112: (11/03) Lloyd’s Register Quality
Page 113 and 114: SERIES 100 - PRELIMINARIES APPENDIX
Page 115 and 116: • High speed mobile internet conn
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APPENDIX 1/3: COMMUNICATION SYSTEM
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APPENDIX 1/5: TESTING TO BE CARRIED
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APPENDIX 1/6: SUPPLY AND DELIVERY O
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1.7.4 Excavation and sealing of iso
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APPENDIX 1/8: OPERATIVES FOR THE PR
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APPENDIX 1/9: CONTROL OF NOISE AND
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The Contractor and his designer wil
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APPENDIX 1/12: SETTING OUT AND EXIS
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Contractor, • including awaiting
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APPENDIX 1/14: MONTHLY STATEMENTS T
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APPENDIX 1/16: PRIVATELY AND PUBLIC
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1.7 The Contractor’s attention is
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(signage and coning) a minimum of 3
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APPENDIX 1/23: RISKS TO HEALTH & SA
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APPENDIX 1/24 : QUALITY MANAGEMENT
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The Quality Plan shall be submitted
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APPENDIX 2/2: FILLING OF TRENCHES A
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Posts: 60 x10mm thick at top reachi
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APPENDIX 4/1 ROAD RESTRAINT SYSTEMS
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APPENDIX 4/2: INFORMATION REQUIRED
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APPENDIX 5/1: DRAINAGE REQUIREMENTS
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APPENDIX 5/7 TERMOPLASTIC STRUCTURA
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APPENDIX 6/1 : REQUIREMENTS FOR ACC
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Table A6/1.1 (Continued): Acceptabl
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APPENDIX 6/3: REQUIREMENTS FOR EXCA
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APPENDIX 6/5: GEOTEXTILES USED TO S
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APPENDIX 6/7: SUB-FORMATION & CAPPI
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5 Rock cutting areas are to be left
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APPENDIX 6/10: GROUND ANCHORAGES, C
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APPENDIX 7/1: PERMITTED PAVEMENT OP
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BS 4987.2005: Clause 7.4 SCA2, SCA3
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APPENDIX 7/2: EXCAVATION AND REINST
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APPENDIX 7/4 : BOND COATS, TACK COA
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APPENDIX 11/1 : KERBS, FOOTWAYS AND
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APPENDIX 17/1 : CONCRETE - CLASSIFI
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APPENDIX 17/4 : CONCRETE - GENERAL
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APPENDIX 25/2: REQUIREMENTS FOR REI
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SECTION B - Derry City Council

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