GENERAL AND PARTICULAR SPECIFICATIONS OF ... - UNDP

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3-1 SPECIFICATIONS GENERAL USE AND PROTECTION OF SITE (Cont'd) Upon completion of the Contract, the Site and any adjacent areas affected by the building operation shall be properly cleared of all temporary works, debrisَ نan other rubbish and all disturbed works and ground made good to the entire satisfaction of the Engineer. A 5 MATERIALS FOUND ON SITE Any sand, gravel or other building material found on the Site shall not be used in the execution of the Works without the prior written consent of the Engineerٍ which shall not be unreasonably withheld. A 6 TEMPORARY STORMWATER DRAINAGE The Contractor shall ensure that the whole of the Site, is kept free from the risk of stormwater flooding and shall provide such temporary ditches, gullies نan the like as may be necessary and shall at completion of the Works backfill such excavation and make good all works disturbed. A 7 SHOP DRAWINGS If at any time before the commencement or during the progress of the work it appears to the Contractor that for the proper execution of specific part of the works, shop drawings are necessary, these drawings shall be prepared by the Contractor and submitted to the Engineer for approval. On the otherٍhand,the Engineer shall have authority to order at any time and the Contractor agrees to provide any number of shop drawings which in the opinion of the Engineerٍare necessary forٍ the proper execution of a specified work, the Contractor shall not proceed with the above mentioned work unless these shop drawings are approved by the Engineer. Shop drawings shall be fully detailed and drawn to proper scale. Unless otherwise specifically required in the drawings or Specifications, shop drawings shall be supplied in four copies with dark lines on a white background. Shop drawings shall be approved or returned to the Contractor for alternation or amendment within four (4) weeks of their receipt by the Engineer. Shop Drawings returned for alternation or amendment shall be resubmitted for approval. Altered or amended shop drawings shall show the nature of the alternation or amendment in a revision block on the drawings with a revision number or letter and the date of the revision.
3-2 SPECIFICATIONS GENERAL A 8 " AS BUILT " DRAWINGS All prints of the Drawings, where required, shall be corrected by the Contractor and submitted to the Engineer for approval as the works proceed. Upon the completion of the Works, the Contractor shall prepare a completely new set of drawings for the project as executed and submit same in duplicate to the Engineer for approval. When approved by the Engineer, the Contractor shall submit one transparency and six copies of all drawings duly marked "As-Built". The final payment shall not be made except for the actual works that have been completed in accordance with the Specifications and have been duly presented on the "As-Built Drawings". هTh Contractor shall not be entitled to any extra payment or extension of time for the correction, preparation and supplying of the above mentioned drawings and transparencies. A 9 SCAFFOLDING The Contractor shall provide, erect, maintain, and dismantle any clear away at completion proper and adequate scaffolding including that required for Sub-Contractors and Specialists. Putlong holes shall be made good to match the adjacent surface as the scaffolding is dismantle. The Contractor shall be entirely responsible for all safety precautions in connection with the scaffolding and for its entire sufficiency for the work. A 10 PROTECTION In the pursuance of his obligations under the Conditions of Contract, the Contractor shall wherever required or directed by the Engineer cover up and protect the Works form the weather and from damage by him or other workmen performing subsequent operations. He shall provide all necessary dustsheets, barriers and guard rails and clear away هsame at completion. هTh Contractor shall take all reasonable and proper steps for the protection of all places on or about the Works, which may be dangerous to his workmen or any other persons or to traffic. The Contractor shall provide and maintain warning signs, red warning lamps and barricades as necessary in all such places.
Page 1 and 2: GENERAL AND PARTICULAR SPECIFICATIO
Page 3: SECTION A GENERAL A 1 SCOPE OF WORK
Page 7 and 8: 3-4 SPECIFICATIONS GENERAL A 13 STA
Page 9 and 10: 3-6 SPECIFICATIONS GENERAL A 16 SAM
Page 11 and 12: 3-8 A 22 TEMPORARY WORKS AND REINST
Page 13 and 14: the opinion of the Engineer could n
Page 15 and 16: Conditions of Contract or, if the E
Page 17 and 18: 3-14 I N D E X ______________ SECTI
Page 19 and 20: from suitable excavated material an
Page 21 and 22: Representative before any concrete
Page 23 and 24: y the Engineer and shall be trimmed
Page 25 and 26: Specifications and the Drawings. Th
Page 27 and 28: the Contract, the Contractor shall
Page 29 and 30: suit-able material of the same clas
Page 31 and 32: . By using two or more pavers opera
Page 33 and 34: 5- Paved hard shoulders shall be co
Page 35 and 36: accordance with the under-mentioned
Page 37 and 38: intended to be used for the Project
Page 39 and 40: shall be rejected and the Contracto
Page 41 and 42: All coarse aggregate for concrete s
Page 43 and 44: (B) Organic Impurities Fine aggrega
Page 45 and 46: CONCRETE WORK The relative weights
Page 47 and 48: SPECIFICATIONS CONCRETE WORK C 5.04
Page 49 and 50: 3-44 SPECIFICATIONS CONCRETE WORK C
Page 51 and 52: 3-46 SPECIFICATIONS CONCRETE WORK C
Page 53 and 54: Water reducing and retarding admixt
Page 55 and 56:
Precast hollow concrete blocks (hou
Page 57 and 58:
the concrete and shall make all nec
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for the approval of the Engineer, a
Page 61 and 62:
manufacturer’s directions and to
Page 63 and 64:
Concrete surface shall be free from
Page 65 and 66:
D 2.04 Lime Lime shall be non-hydra
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Hydrated lime up to 1/4(one quarter
Page 69 and 70:
SECTION E ____________ S T O N E W
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to ensure close and regular fitting
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F 2.02 Waterproofing of exterior wa
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This layer shall be welded with pro
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Supply, and B.S. 1186 quality of ti
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Plywood shall consist of an old num
Page 81 and 82:
All screws shall be countersunk and
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G 11 G 12 G 13 TRANSPORT AND PROTEC
Page 85 and 86:
H -1 SCOPE These Specifications cov
Page 87 and 88:
METAL WORK H -3.02 Flush Steel Door
Page 89 and 90:
3-78 SPECIFICATIONS METAL WORK leve
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3-80 I N D E X __________________ S
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3-81 SPECIFICATIONS SANITARY INSTAL
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- Pipe work shall be installed in m
Page 97 and 98:
d. Manholes over 1 meter deep shall
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3-87 I N D E X SECTION J FLOOR WALL
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ical in shape. Samples shall be sub
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Plastering shall not be commenced u
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J 4 WATERPROOFING PLASTER TO ALL EX
Page 109 and 110:
Cement screed shall, unless otherwi
Page 111 and 112:
with burlap to clean the tiles and
Page 113 and 114:
the width and depth required to the
Page 115 and 116:
Acoustical materials shall be non-c
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applied for the surrounding edge of
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K 2.02 Clear Sheet Glass Clear shee
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“PAINTING” and the bedding putt
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L 2.01 Materials in General The mat
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Primers applied to surfaces of diff
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Complete colour charts for the pain
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L 3.03 Ferrous Surfaces Surfaces sh
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Two coats of flintcoat Decoralt col
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All applicable sections of the gene
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a - b - All electrical drawings are
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If anything necessary to the proper
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M - 2 MISCELLANEOUS WORK: - 1 - EQU
Page 141 and 142:
ELECTRICAL WORKS 5 - OPENING AND SE
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SPECIFICATIONS ELECTRICAL WORKS 1 -
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3-126 SPECIFICATIONS ELECTRICAL WOR
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Page 149 and 150:
Page 151 and 152:
materials and equipment before inst
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two coats of red lead or anti-corro
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Fuel oil piping Steel Black schedul
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system shall be thoroughly cleaned
Page 159 and 160:
the boiler to provide adequate air
Page 161 and 162:
Required room temperature is 20 °C
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Unit shall be designed to meet CE s
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Exhaust Fans shall be of the centri
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3 - 148 I N D E X _________________
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GENERAL AND PARTICULAR SPECIFICATIONS OF ... - UNDP

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