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y 17.12 SPECIFICATION FOR STREET LIGHTING SERVICES CUTOUT..................................................... 17.13 FEEDER PILLAR SPECIFICATION.............................................................................................. 17.14 METEOROLOGICAL AND AMBIENT CONDITIONS PREVAILING IN PALESTINE........................... 17.15 LIGHTING REQUIREMENT........................................................................................................ 17.16 PAYMENT............................................................................................................................ 18 ROADWAY WORKS......................................................................................................................... 18.1 USE <strong>OF</strong> BITUMINOUS MATERIAL FOR SURFACING................................................................... 18.1.1 Description........................................................................................................................ 18.1.2 Materials........................................................................................................................... 18.1.3 Construction...................................................................................................................... 18.1.3.1 Traffic Control....................................................................................................................... 18.1.3.2 Application of Bituminous Material...................................................................................... 18.1.4 Measurement..................................................................................................................... 18.1.5 Payment ............................................................................................................................ 18.2 BITUMINOUS PRIME COAT...................................................................................................... 18.2.1 Description........................................................................................................................ 18.2.2 Materials........................................................................................................................... 18.2.3 Construction...................................................................................................................... 18.2.3.1 Preparation of Surface ........................................................................................................... 18.2.3.2 Heating of Bituminous Material ............................................................................................ 18.2.3.3 Temperature of Bituminous Material at Time of Application ............................................... 18.2.3.4 Application of Bituminous Material...................................................................................... 18.2.3.5 Blotting.................................................................................................................................. 18.2.3.6 Maintenance of Surface......................................................................................................... 18.2.4 Payment ............................................................................................................................ 18.3 BITUMINOUS TACK COAT....................................................................................................... 18.3.1 Description........................................................................................................................ 18.3.2 Materials........................................................................................................................... 18.3.3 Construction...................................................................................................................... 18.3.4 Payment ............................................................................................................................ 18.4 SEAL COAT............................................................................................................................. 18.4.1 Description........................................................................................................................ 18.4.2 Materials........................................................................................................................... 18.4.2.1 Bituminous Material.............................................................................................................. 18.4.2.2 Cover Material....................................................................................................................... 18.5 CONSTRUCTION ...................................................................................................................... 18.5.1 General Requirements ...................................................................................................... 18.5.2 Application of Bituminous Materials ................................................................................ 18.5.3 Spreading Cover Material ................................................................................................ 18.5.4 Rolling Cover Material ..................................................................................................... 18.5.5 Traffic On Seal Coat ......................................................................................................... 18.5.6 Removing Loose Cover Material ...................................................................................... 18.5.7 Measurement..................................................................................................................... 18.5.8 Payment ............................................................................................................................ 18.6 DENSE BITUMINOUS MACADAM............................................................................................. 18.6.1 General ............................................................................................................................. 18.6.2 Bitumen Materials............................................................................................................. 18.6.3 Aggregate Materials ......................................................................................................... 18.6.3.1 Coarse Aggregate .................................................................................................................. 18.6.3.2 Fine Aggregate ...................................................................................................................... 18.6.3.3 Filler ...................................................................................................................................... 18.6.4 Aggregate Combination .................................................................................................... 18.6.5 Dense Bituminous Macadam Design Mix......................................................................... 18.6.6 Job Mix Formula............................................................................................................... 18.6.7 The Asphalt Mixing Plant Requirements........................................................................... 18.6.8 Pollution Control .............................................................................................................. 18.6.9 Special Requirements for Batch Plants............................................................................. 18.6.9.1 Weight Box or Hopper .......................................................................................................... 18.6.9.2 Asphalt Bucket ...................................................................................................................... 18.6.9.3 Mixer Unit for Batch Method................................................................................................ 18.6.10 Special Requirements for Continuos Mixing Plants..................................................... l
y 18.6.10.1 Gradation Control unit........................................................................................................... 18.6.10.2 Calibration............................................................................................................................. 18.6.10.3 Synchronization of Aggregate and Bitumen Feed................................................................. 18.6.10.4 Mix Unit of the Continuous Method ..................................................................................... 18.6.10.5 Mixing Time.......................................................................................................................... 18.6.11 Preparation of Mineral Aggregate............................................................................... 18.6.12 Preparation & Composition of the D.B.M. Mixture..................................................... 18.6.13 Use of the Bitumen ....................................................................................................... 18.6.14 Asphalt Plant Inspection .............................................................................................. 18.6.15 Hauling the D.B.M. Mixture......................................................................................... 18.6.16 Placing and Finishing .................................................................................................. 18.6.16.1 General Requirements ........................................................................................................... 18.6.16.2 Loading Material Into the paving Machine ........................................................................... 18.6.16.3 Placing and Finishing by Means of a Propelled Paving machine .......................................... 18.6.16.4 Preliminary Survey Reference String Line............................................................................ 18.6.16.5 Machine Spreading................................................................................................................ 18.6.16.6 Joints...................................................................................................................................... 18.6.16.7 Compaction of Mixtures........................................................................................................ 18.6.16.8 Contact Surface ..................................................................................................................... 18.6.16.9 Trial Area .............................................................................................................................. 18.6.16.10 Trafficking of Asphalt Surface .............................................................................................. 18.6.17 Density Requirements................................................................................................... 18.6.18 Pavement Uniformity and Thickness of Cores ............................................................. 18.6.19 Measurement................................................................................................................ 18.6.20 Payment........................................................................................................................ 18.6.21 Relevant Tests and Standards ...................................................................................... 18.7 BITUMINOUS MATERIALS - QUALITY...................................................................................... 18.7.1 General Requirements ...................................................................................................... 18.7.2 Sampling of Bituminous Material ..................................................................................... 18.7.3 Bituminous Material Requirements .................................................................................. 18.7.3.1 Penetration Grade Bitumen ................................................................................................... 18.7.3.2 Liquid Asphalt....................................................................................................................... 18.7.3.3 Emulsified Asphalt ................................................................................................................ 18.7.4 Application........................................................................................................................ 18.8 PAVEMENT MARKING............................................................................................................. 18.8.1 Description........................................................................................................................ 18.8.2 General Description.......................................................................................................... 18.8.3 Aggregate.......................................................................................................................... 18.8.4 Reflectorization ................................................................................................................. 18.8.5 Pigment and Extender....................................................................................................... 18.8.6 Binder................................................................................................................................ 18.8.6.1 Binder.................................................................................................................................... 18.8.6.2 Resins .................................................................................................................................... 18.8.6.3 Oil.......................................................................................................................................... 18.8.6.4 Softening ............................................................................................................................... 18.8.6.5 Viscosity................................................................................................................................ 18.8.7 The Composition of the Mixture........................................................................................ 18.8.8 Mixing ............................................................................................................................... 18.8.9 Containers......................................................................................................................... 18.8.9.1 Materials................................................................................................................................ 18.8.10 Application ................................................................................................................... 18.8.11 Weight Per Gallon........................................................................................................ 18.8.12 Flash Point................................................................................................................... 18.8.13 Performance Tests on the Material.............................................................................. 18.8.13.1 Abrasion Resistance .............................................................................................................. 18.8.13.2 High Temperature Softerning................................................................................................ 18.8.13.3 Whiteness .............................................................................................................................. 18.8.14 Traffic Control & Protection of the Work .................................................................... 18.8.15 Measurement................................................................................................................ 18.8.16 Payment........................................................................................................................ 18.9 ROAD SIGNS ........................................................................................................................... 18.9.1 Description........................................................................................................................ 18.9.2 Scope................................................................................................................................. m
Page 1 and 2: y TABLE OF CONTENTS GENERAL........
Page 3 and 4: y 1.47.2 Expendable Materials .....
Page 5 and 6: y 2.33 EXCAVATION & BACKFILLING OF
Page 7 and 8: y 5.11.9 Aggregate Testing ........
Page 9 and 10: y 11.2.2 Steel.....................
Page 11: y 14.11 GLAZING TO WOOD - WITH BEAD
Page 15 and 16: y 20.4.1.5 Setting-Out ............
Page 17 and 18: y 1 GENERAL 1.1 Scope of Work The w
Page 19 and 20: y 1.5 Units of Measurement and Abbr
Page 21 and 22: y Such approval, however, will not
Page 23 and 24: y The Engineer may check all or any
Page 25 and 26: y The Contractor shall be held sole
Page 27 and 28: 1.23 Customs and Local Dues y All s
Page 29 and 30: y dewatering plant that may be nece
Page 31 and 32: y 1.34 Road Crossing Road crossing
Page 33 and 34: 1.39 Cooperation with Other Contrac
Page 35 and 36: y 1.46 Site Office for the Engineer
Page 37 and 38: y SCHEDULE OF OFFICES The office re
Page 39 and 40: y Works and interpreting any inform
Page 41 and 42: j. Survey arrows, wooden pegs, nail
Page 43 and 44: y Materials Frequency Relevant Stan
Page 45 and 46: Materials Frequency Relevant Standa
Page 47 and 48: y 1.49.2 Standard Sampling Methods
Page 49 and 50: y Materials Frequency Standard Samp
Page 51 and 52: y Materials Frequency Standard Samp
Page 53 and 54: y 2 EARTH WORK 2.1 Scope of Work Th
Page 55 and 56: y If damage to existing utilities c
Page 57 and 58: y approved material and compacted b
Page 59 and 60: y material and shall provide a clea
Page 61 and 62: y as shown on the drawings or other
Page 63 and 64:
2. Methods used for stockpiling gra
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y completion of such tests, the bac
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y When the embankment material resu
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y Embankments, which are formed of
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y All accepted subgrade preparation
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y Plasticity Index AASHTO T90 6% ma
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y Aggregate Base will be measured b
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y roadbase shall be maintained in a
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y 2.29 Dikes of Guiding Dams 2.29.1
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2.31.4 Measurement y Box Gabions wi
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y Surplus excavated material result
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8. The width and depth of the trenc
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y 3 CONCRETE WORKS 3.1 Quality of C
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− A minimum of 2 No. of vibrators
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y These specifications give methods
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y 3.9.2.3 Gradation Seive No. 1 1/2
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C. Sulfate-resisting Portland cemen
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y Each cylinder or cube shall be ma
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y 3.9.20 General Requirements For P
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y 3.9.28 Inspection of Concrete The
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y reinforcement. The gap lefts from
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y compaction of concrete under the
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y 3.17 Culverts 3.17.1 Description
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y 4 MASONRY WORKS A. Quality of mix
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y 3.2.5 Table of Grading BS410 Siev
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5 PAVIOUR (INCLUDING MARBLE AND TER
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y This screed shall be 2 1/2 cm. th
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5.11 Concrete Block Surfacing y 5.1
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y When directed by the Engineer, te
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y These blocks shall be tested for
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y The paving blocks shall be laid o
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y 5.12 Tiles Testing All paving sha
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y 5.14.2 Test Standards Unless stat
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y If any of the 20 test block do no
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6 ROOFER AND CORROSION PROTECTION M
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y period of seven days as described
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y 6.2 PART I 6.3 Specifications 6.4
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y Rubberized bitumen/polythene shal
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y 6.15 Roof Finishes Type D: (Traff
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y 7.1.4 PVC Sheet Lining Materials
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y (a) An epoxy resin, acrylic, poly
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Notes : y (1) For manufactured item
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y Softwood in carpentry work shall
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y 9 IRONMONGERY 9.1 Generally The C
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y 10.4 Sundries Wrought steel balus
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y 11.2.3 Stainless Steel Stainless
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y (One) Unreinforced gel coats shal
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y (2) Electrical strength of sheet
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y Valves shall normally be metal se
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y 11.2.5.11 Reinforced Plastic Line
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y The complete seal plate shall be
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y Bright (high tensile) items to a
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y 11.2.6 Installation of Metal and
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y 'On-seating' installation : 5 lit
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y gutter outlet. Gutter brackets ar
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y comply with B.S. 1212 and be mark
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y Pipes shall be connected to manho
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y 12.18.3 Kitchen Sinks Is manufact
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y which the cast iron frame is embe
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y Two types of cast iron manholes c
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y - Not to be such proximity to any
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13 PLASTER WORK AND OTHER FLOOR WAL
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y refitted and jointed afterwards.
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y 13.10 Tiles All the tiling works
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y 14.4 Wired Glass Wired glass shal
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y 14.17 Measurement &Payment The ac
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y Synthetic alkyd based undercoatin
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y FINISHING PROGRESS 15.9 Internal
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The contractor has to supply and in
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y Paltough sheets are easily cut wi
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y 15.19.8 Cleaning and Finishing Fo
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y 16 ROADWAY LIGHTING 16.1 General
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y manufacturers installation instru
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y Eight) Armour Tests − − Sampl
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y Five) The Contractor shall leave
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shall be soundly made by use of har
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for hot dip galvanizing. Alternativ
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y − Contractor shall provide alon
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y − − − − Protective sheath
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components. It shall also be distin
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y − Utilization factor curve for
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y 17.5 Specification for Mid-Hinged
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y − The maximum and the minimum o
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y 17.7 Raising/Lowering Crown High
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y The lowering raising device with
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a 16A, 220V weatherproof socket and
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3. An approved locking device shall
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y 3rd) Gantry Sign Lighting Require
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- Fuse Holder shall be DIN rail mou
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y 17.13 Feeder Pillar Specification
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y Height: 1000 mm (without canopy)
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- Busbars shall be of the same ampe
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y Auto ON/OFF; ON OFF 1. Power S
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y TABLE No. 2 1000 W HPSV 400 W HPS
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y 18.1.3.2 Application of Bituminou
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y Unused bituminous material shall
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y Traffic control and the applicati
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y 18.4.2 Materials 18.4.2.1 Bitumin
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y Transverse joints shall be made b
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y 18.6.2 Bitumen Materials Unless o
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y Table for DBM Aggregate Grading f
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y The gradation of the combined agg
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y Tanks for the storage of bitumen
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y interval between the application
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y they are to be mixed. When the mi
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y The temperature of the D.B.M. jus
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y The Contractor will make a survey
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y 18.6.16.9 Trial Area After the ap
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y 18.6.20 Payment No payment will b
Page 281 and 282:
y 18.7.2 Sampling of Bituminous Mat
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18.8.6 Binder y 18.8.6.1 Binder The
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y In addition to the ballotini incl
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y 18.9 Road Signs 18.9.1 Descriptio
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y 18.9.6 Lettering Sign lettering s
Page 291 and 292:
y For structural purposes pipes sha
Page 293 and 294:
y unless otherwise specified and th
Page 295 and 296:
y 19.1.6 UPVC Pipes and Fittings UP
Page 297 and 298:
y 12) Wrinkles over than 3% of the
Page 299 and 300:
y 19.1.12.2 Trench Widths for Pipel
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y 19.1.12.4 Pipelines Bedded on Tre
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Group B and C Pipe Materials y Exce
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y or a mixture of sand and clay, co
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The encasing shall be by one of the
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y 19.1.13 Pipe Work 19.1.13.1 Pipe
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y Construction Solid Solid Solid Co
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the public highway rights of way or
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20.4.1.1 Scope of Works y This sect
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Removal of Existing Structures and
Page 319 and 320:
y Trench excavation work shall be p
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y Any over-excavation at the bottom
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y Trenches shall not be backfilled
Page 325 and 326:
y All pipes shall be laid and maint
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y These fittings shall be either P.
Page 329 and 330:
20.4.7 Indicator Posts to Pressure
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y The pressure test shall be 1.5 ti
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- Materials y - Precast Concrete El
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3) Welded Elbows y These shall cons
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y Bend Test, Break Test and Tensile
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y The traffic control plan shall ta
Page 341 and 342:
y 1. The Contractor shall be respon
Page 343 and 344:
always be at the same end. Painting
Page 345 and 346:
y 20.4.18.1 General 2. Valves shall
Page 347 and 348:
closed when the water rises in the
Page 349 and 350:
17. Each hose connection shall have
Page 351 and 352:
1. The Contractor shall furnish the
Page 353 and 354:
Material IS0/BS Standard Descriptio
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y Material IS0/BS Standard Descript
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y replaced no backfilling will be a
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CCTV Inspection of Gravity Sewers y
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y 21.3 Inspection and Testing of Al
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y 21.3.3 Site Testing and Commissio
Page 365 and 366:
y h) Work plan The contractor has t
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y quantities are executed without i
Page 369:
The fittings required under this co
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