SECTION B - Derry City Council

More documents

Recommendations

Info

chipping and grinding. No blasted surface shall be left overnight before painting. All interfaces of connections, except those which are to be clamped together by friction grip bolts, shall be fully primed before assembly. The Steelwork Sub-Contractor shall take all necessary precautions to satisfy the relevant sections of the Factories Act and any other regulations governing the handling and welding of primed steelwork. Care shall be taken to remove grease and oil including cutting oil, from the primed steel surfaces immediately prior to painting. If the primed surface has become contaminated with dirt or soluble salts etc, these shall be removed with clean water and the surface then allowed to dry. Handling of the coated steel shall not take place until all the coating is touch dry. Coated Steelwork shall be protected against mechanical damage during handling, transportation and erection. Fabricated steelwork which is to be stored either on site or in the works, awaiting delivery or erection, shall be kept clear of the ground and stored on suitable packing in such a way as to ensure that the minimum amount of water or dirt comes in contact with the coated steel. Suitable packings shall also be placed between layers of stocked steelwork. All sharp edges on steel sections etc. shall be removed by light grinding to improve the quality of the final paint system. Such edges in addition shall be "stripe" painted first, to allow a build up of paint on the steel edges, prior to the application of the paint generally. The following is a summary of the anti-corrosive paint system. The paint system is an International Paint Company specification. Other paint manufacturer's anti-corrosive paint systems, of equal quality and performance, may be substituted providing the Engineer's written approval is obtained. Shop primer: Apply Interplate 180 (2 pack Epoxy primer with zinc phosphate and iron oxide) to blast cleaned steel at works immediately or within 2 hours of blast cleaning. After fabrication carry out remedial treatment of damaged areas and welds the latter by blast cleaning followed by touch up with Interplate 180. Dry film thickness: 25 micrometres. - Shop Second coat: Intergard 251 (colour to be defined by CA). 80
Dry film thickness: 75 micrometres. - Shop Third coat: Intergard 400 (colour to be defined by CA). Dry film thickness: 125 micrometres. - Site Preparation: Touch in shop coats and prepare surface as Clause 765. - Site top coat: Interthane 990 Dry film thickness: 50 micrometres (number of coats dependant on colour) Colour: To be defined by Architect. Top Coat to be site applied to Architect’s specification. 20 IDENTIFICATION All beams and stanchions etc shall be clearly marked with their numbers, together with the number of the members into which they frame at both ends. All parts shall carry a contract reference number or mark. Unless agreed otherwise with the Engineer all identification marks shall be removed or painted out after completion of steel erection and during the steel touch-up painting operation. Embossed weld metal identification markings will not be permitted on the steelwork. 21 GENERAL If anything in the drawings, specifications or other documents is not clear to the Main Contractor and/or Steelwork Sub-Contractor, they shall draw the attention of the Engineer to such in writing and ask for his instructions. The workmanship and materials throughout the work shall be to the standards required by the relevant British Standard Specifications where these apply and otherwise shall be the best of their respective kinds, and shall be of quality consistent with the performance required or implied. The work shall be done to the complete satisfaction of the Engineer and the Engineer's wishes and instructions in all these matters shall be considered as forming part of the Specification for the work. 81
Page 1 and 2:
SECTION B WORKS INFORMATION Part 1
Page 3 and 4:
1.0 PREAMBLE TO THE SPECIFICATION 1
Page 5 and 6:
Specification for Highway Works Sch
Page 7 and 8:
Specification for Highway Works Sch
Page 9 and 10:
2.0 SPECIFICATION APPENDIX 0/1: CON
Page 11 and 12:
110 5mm STEEL EDGING 120 5mm STEEL
Page 13 and 14:
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 19 and 20:
Page 21 and 22:
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 and 66: Setting posts in concrete Standard:
Page 67 and 68: Standard, EN shall be taken to mean
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: The Steelwork Sub-Contractor shall
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
Page 117 and 118: APPENDIX 1/3: COMMUNICATION SYSTEM
Page 119 and 120: APPENDIX 1/5: TESTING TO BE CARRIED
Page 133 and 134:
APPENDIX 1/5: TESTING TO BE CARRIED
Page 135 and 136:
Page 137 and 138:
Page 139 and 140:
Page 141 and 142:
Page 143 and 144:
Page 145 and 146:
Page 147 and 148:
Page 149 and 150:
Page 151 and 152:
Page 153 and 154:
Page 155 and 156:
APPENDIX 1/6: SUPPLY AND DELIVERY O
Page 157 and 158:
1.7.4 Excavation and sealing of iso
Page 159 and 160:
APPENDIX 1/8: OPERATIVES FOR THE PR
Page 161 and 162:
APPENDIX 1/9: CONTROL OF NOISE AND
Page 163 and 164:
The Contractor and his designer wil
Page 165 and 166:
APPENDIX 1/12: SETTING OUT AND EXIS
Page 167 and 168:
Contractor, • including awaiting
Page 169 and 170:
APPENDIX 1/14: MONTHLY STATEMENTS T
Page 171 and 172:
APPENDIX 1/16: PRIVATELY AND PUBLIC
Page 173 and 174:
1.7 The Contractor’s attention is
Page 175 and 176:
(signage and coning) a minimum of 3
Page 177 and 178:
APPENDIX 1/23: RISKS TO HEALTH & SA
Page 179 and 180:
APPENDIX 1/24 : QUALITY MANAGEMENT
Page 181 and 182:
The Quality Plan shall be submitted
Page 183 and 184:
APPENDIX 2/2: FILLING OF TRENCHES A
Page 185 and 186:
Posts: 60 x10mm thick at top reachi
Page 187 and 188:
APPENDIX 4/1 ROAD RESTRAINT SYSTEMS
Page 189 and 190:
APPENDIX 4/2: INFORMATION REQUIRED
Page 191 and 192:
Page 193 and 194:
Page 195 and 196:
APPENDIX 5/1: DRAINAGE REQUIREMENTS
Page 197 and 198:
APPENDIX 5/7 TERMOPLASTIC STRUCTURA
Page 199 and 200:
APPENDIX 6/1 : REQUIREMENTS FOR ACC
Page 201 and 202:
Table A6/1.1 (Continued): Acceptabl
Page 203 and 204:
APPENDIX 6/3: REQUIREMENTS FOR EXCA
Page 205 and 206:
APPENDIX 6/5: GEOTEXTILES USED TO S
Page 207 and 208:
APPENDIX 6/7: SUB-FORMATION & CAPPI
Page 209 and 210:
5 Rock cutting areas are to be left
Page 211 and 212:
APPENDIX 6/10: GROUND ANCHORAGES, C
Page 213 and 214:
APPENDIX 7/1: PERMITTED PAVEMENT OP
Page 215 and 216:
BS 4987.2005: Clause 7.4 SCA2, SCA3
Page 217 and 218:
APPENDIX 7/2: EXCAVATION AND REINST
Page 219 and 220:
APPENDIX 7/4 : BOND COATS, TACK COA
Page 221 and 222:
APPENDIX 11/1 : KERBS, FOOTWAYS AND
Page 223 and 224:
APPENDIX 17/1 : CONCRETE - CLASSIFI
Page 225 and 226:
APPENDIX 17/4 : CONCRETE - GENERAL
Page 227 and 228:
APPENDIX 25/2: REQUIREMENTS FOR REI
show all

SECTION B - Derry City Council

Create successful ePaper yourself

Delete template?

Save as template?