- Page 1 and 2: United Nations Development Programm
- Page 3 and 4: Detailed Table of Contents GENERAL
- Page 5 and 6: 2.23.4 Tamping ....................
- Page 7 and 8: 3.9.27 Expansion Joints ...........
- Page 9 and 10: 6.10 MASTIC SEALANT: ..............
- Page 11 and 12: 12.15 BUILDER'S WORK ..............
- Page 13 and 14: 17.12 SPECIFICATION FOR STREET LIGH
- Page 15 and 16: 18.9.3 Signs Base Material ........
- Page 17 and 18: 21.1.1 Cleaning and Inspection of P
- Page 19 and 20: 1.2.3 "As-Built" Drawings All print
- Page 21 and 22: 1.7 Inconsistency in Contract Docum
- Page 23 and 24: 1.11 Lines and Grades The Contracto
- Page 25 and 26: properly move, remove or care for t
- Page 27 and 28: c) the substitution of proper and s
- Page 29 and 30: 1.26 Alternative Materials Should t
- Page 31 and 32: 1. The Contractor shall provide, er
- Page 33 and 34: 1.37 Inspection Where the approval
- Page 35: The Contractor shall restore or rep
- Page 39 and 40: In addition to this telephone requi
- Page 41 and 42: 1.47.1 Schedule of Equipment The eq
- Page 43 and 44: a testing certificate. Coarse Aggre
- Page 45 and 46: Materials Frequency Relevant Standa
- Page 47 and 48: Materials Frequency Relevant Standa
- Page 49 and 50: Materials Frequency Standard Sampli
- Page 51 and 52: Materials Frequency Standard Sampli
- Page 53 and 54: 1.49.3 Governing Standard and Other
- Page 55 and 56: Prior to commencing any excavation
- Page 57 and 58: flow to other lines using pumping,
- Page 59 and 60: 2.9.3 Alignment and Minimum Cover T
- Page 61 and 62: In general, and unless other materi
- Page 63 and 64: 10.If additional fine material is r
- Page 65 and 66: 2. The sub-base material shall be c
- Page 67 and 68: tampers, each weighing at least 10k
- Page 69 and 70: When the embankment material is com
- Page 71 and 72: Los Angeles Abrasion AASHTO T96 Max
- Page 73 and 74: The compaction procedure and plant
- Page 75 and 76: 2.27.3 Construction No. 4 (4. 76 mm
- Page 77 and 78: 2.28 Wit-Match Macadam Road Base 2.
- Page 79 and 80: 2.28.6 Relevant and Standards The f
- Page 81 and 82: 2.31 Gabions 2.31.1 Description Gab
- Page 83 and 84: Maximum stone weight Fifty percent
- Page 85 and 86: 2.33 Excavation & Backfilling of Tr
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equired of such backfill and fill f
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In estimating the quality of the su
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D. Construction / contraction / exp
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3.9.2.2.6 Clay Lumps and Particles
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nor sulphates such as sodium sulpha
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Calcium chloride or admixtures cont
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3.9.17 Concrete Testing - Workabili
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of concrete from which the shutteri
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3.10 Reinforcement Steel reinforcem
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3.14.2 General. The jointing materi
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Kerbstones shall be laid on concret
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3.17.3.3 Backfilling Backfilling ma
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3.1.4 The blocks shall be hard, sou
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F. All blocks shall be properly spr
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5.4 Granolithic Paving These shall
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5.8 Marble Pavings Marble paving sh
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5.11.6 Cement The Cement to be used
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5.11.14 Water For mixing concrete,
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Wear Resistance : Rate of wear resi
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Edge Details Where blocks do not fi
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Concrete block surfaceing shall con
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MgS04 Soundness (5 Cycles) (ASTM C
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Special edge blocks shall be used o
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GRADE DETAILS Grade Nominal Grading
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water outlets and under flashings.
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There shall be no air between the c
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Step (4) : Sand/Cement screed as sp
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7 CORROSION PROTECTION AND SURFACE
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Basingstoke) Corroless Epoxy Hampsh
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SCHEDULE OF SURFACE PREPARATIONS Sy
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8 CARPENTRY AND JOINERY 8.1 Timber
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8.15 Shelving Wrought shelving shal
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10 METAL AND ALUMINUM WORKS 10.1 Ge
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11 METAL & PLASTIC WORKS 11.1 Struc
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(3) Curing Curing systems shall be
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including 3.0 3.0 to but not ± 1.1
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The keys shall be supplied at the r
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11.2.5.8 Plastic Faced Flap Valves
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site with a transit protective pack
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Unless a higher grade of protection
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Electric cranes shall be supplied c
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11.2.6.3 Reinforced Plastic Liners
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12 PLUMPING AND SANITARY WARE 12.1
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12.4 Jointing Joints between pipes
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ore outlet, two-gallon capacity hig
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The entire system shall be slowly f
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Prior to pouring concrete in any st
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Metal ties or anchorages within the
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12.25.3 Workmanship All precast con
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- be fitted with heavy duty covers.
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With regard to the lime mortars gau
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irregularities of the wall surface
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14 GLAZING 14.1 Materials Clear gla
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WORKMANSHIP 14.10 Glazing to Wood w
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15 PAINTING AND DECORATION 15.1 Gen
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15.5 Steelworks including Windows,
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Aggregate: 4 - The used aggregate i
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2. Pressure forming Is a process li
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Our laboratory offers a testing ser
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the chemical to which it is exposed
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− − − − − − − − −
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192
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Fifteen) Sealing & Drumming of Cabl
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8- Termination of Cables One) All j
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12. Concrete Foundations for Masts
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− − 3rd) The door shall be flus
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14. Street Lighting Luminaries & Fl
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down in the compartment and in no c
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5th) Photometrical Requirements:
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17 LOW VOLTAGE FLEXIBLE POWER CABLE
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Employer. Materials or workmanship
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2nd) Conductors − The conductors
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− − − − − − − − −
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close-fitting guides shall protect
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- Supplier may submit any new treat
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17.9 Lighting Beneath Over-Bridges
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3. The tube light specified above s
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7th) Materials to be submitted with
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- A pre-fabricated sloped canopy of
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3rd) Contactor/AC.3 - A contactor s
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- Each feeder pillar must have one
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Particular attention should be paid
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18 ROADWAY WORKS The specifications
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A full circulating swinging spray b
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18.2.3 Construction 18.2.3.1 Prepar
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18.3.2 Materials Bituminous materia
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The rate of application of chip sea
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18.5.8 Payment The accepted quantit
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Minimum Test Requirements for Aggre
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When tested according the Marshall
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liquid bitumen. The addition of min
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The Contractor shall calibrate his
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heights inscribed on a permanent ga
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The mixing temperature shall be det
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The leading half of half-roadway pa
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The motion of the roller shall at a
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1. The Densification to be achieved
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___________________________________
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18.8 Pavement Marking 18.8.1 Descri
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mixture. The intension of this stan
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18.8.13.3 Whiteness The mean lumino
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The backface of the aluminium sign
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19 PIPELINES AND PIPES WORKS 19.1 P
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socket/coupling and without inducin
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Crushing Test Loads of Reinforced C
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Pipes shall have an initial stiffne
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19.1.12 Pipeline Construction 19.1.
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19.1.12.3 Pipelaying Pipes shall be
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19.1.12.6 Pipelines on Granular Bed
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Type of Pipe Deflection Criteria %
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In the case of Group 'B' pipe mater
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19.1.12.16 Method of Measurement an
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Protective Coating bitumen epoxy bi
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20 PIPE WATER NETWORK The Specifica
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20.3.1.4 Protection of Finishes The
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Prior to commencing any excavation
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During excavation, materials suitab
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e determined by the Engineer. Measu
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20.4.1.16 Access Across Trenches Th
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20.4.1.21 Preparation of Subgrade T
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The deflection at joint of pipes us
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The thrust blocks shall be designed
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Filling of the distribution work wi
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All final connections of new pipeli
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Water mains to be abandoned shall b
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Before being installed, the valves
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20.4.7.6 Safety Procedures 1) Safet
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20.4.9.1 General 1. This specificat
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6. All ISO, or alternative, recomme
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4. Every coupling, and flange coupl
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4. Gate valves shall be of the resi
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1. Fire hydrants shall be ‘Street
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20.4.25 Repair Collars 1. Repair co
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20.4.30 Appendix A - List of Standa
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Material IS0/BS Standard Descriptio
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21 INSPECTION, TESTING AND COMMISSI
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Air Test for Gravity Sewers As soon
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As soon as possible after completio
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All apparatus, instruments and conn