- 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 and 12: y 14.11 GLAZING TO WOOD - WITH BEAD
- Page 13 and 14: y 18.6.10.1 Gradation Control unit.
- 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: y The Engineer may check all or any
- 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
- Page 65 and 66: y completion of such tests, the bac
- Page 67 and 68: y When the embankment material resu
- Page 69 and 70: y Embankments, which are formed of
- Page 71 and 72: y All accepted subgrade preparation
- Page 73 and 74: 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
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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
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y For structural purposes pipes sha
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y unless otherwise specified and th
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y 19.1.6 UPVC Pipes and Fittings UP
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y 12) Wrinkles over than 3% of the
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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
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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
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y All pipes shall be laid and maint
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y These fittings shall be either P.
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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
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y 1. The Contractor shall be respon
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always be at the same end. Painting
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y 20.4.18.1 General 2. Valves shall
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closed when the water rises in the
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17. Each hose connection shall have
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1. The Contractor shall furnish the
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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
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y h) Work plan The contractor has t
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y quantities are executed without i
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The fittings required under this co