Specification Part 3 - Road & Bridge Works - Urban Administration ...

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600 Concrete Pavements
CONTENT Clause No Description 601 DRY LEAN CEMENT CONCRETE SUB-BASE 602 CEMENT CONCRETE PAVEMENT 603 ROLLED CEMENT CONCRETE BASE
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GOVERNMENT OF MADHYA PRADESH, URBAN
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SECTION 100
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101 INTRODUCTION These specificatio
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13.2 74 *11.2 *63 9.50 53 *8.00 *45
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107 CONTRACT DRAWINGS 107.1 The Con
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110.3 No clearance or alterations t
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Any vehicle with open load-carrying
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warning lights of similar type shal
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Location of the scales shall be as
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c) Sequence of construction and det
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ecording shall be done in the prese
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IRC : 47-1972 IRC : 48-1972 Tentati
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Number Designation IS:1216-1978 IS:
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Number Designation IS:12269-1987 IS
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Number Designation BS:7542 CRR I &
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CONTENT Clause No Description 201 S
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(v) All products of clearing and gr
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202.6. Measurements for Payment The
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CONTENT Clause No Description 301 E
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301.3 Construction Operations 301.3
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301.6 Preparation of Cut Formation
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(13) At a time, not more than 10 ch
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All overburden soil and weathered r
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If it is determined beforehand that
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11. Excavation in marshes shall beg
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Table 300-2 Compaction Requirements
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maintained at such a crossfall (not
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(c) Only the materials satisfying t
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4 Where the available embankment ma
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of drainage. 309.2 Surface Drains S
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Damage to the fabric resulting from
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CONTENT Clause No 401 GRANULAR SUB-
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TABLE 400-1. GRADING FOR CLOSE -GRA
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(iii) Compaction: Density shall be
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402.3.6. Addition of lime: Lime may
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TABLE 400 -6. PHYSICAL REQUIREMENTS
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The consolidated details of quantit
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(4) Rolling shall be discontinued w
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(ii) Furnishing all materials to be
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(4) Optimum moisture for mixing sha
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406.8 Measurements for Payment Wet
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iv) For kerb in running meters v) F
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409.3.4 Precast cement concrete blo
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The surface finish of construction
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CONTENT Clause No Description 501 G
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(k) Use of Premix seal coat:- It is
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Number 0 and 1 are of very low cons
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area beyond it, shall be laid by ha
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501.8. Preparation of Surface 501.8
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Normally, the maximum layer thickne
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5. 6. Bituminous penetration macada
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Control of temperature of binder in
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501.8.7.5 Tack coat: This is to be
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6. Emergency Response 6.1. The Cont
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carpet to ensure a proper bond betw
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504.2.2. Coarse aggregates: (i)The
Page 113 and 114: 504.8. Rate The cont react unit rat
Page 115 and 116: 505.7. Measurement for Payment Pene
Page 117 and 118: The contract unit rate for built-up
Page 119 and 120: 507.3. Mixture Design 507.3.1. Requ
Page 121 and 122: 507.4. Construction Operations 507.
Page 123 and 124: 1. IS: 2386 Part 1 2. IS: 2386 Part
Page 125 and 126: 508.8. Measurement for Payment The
Page 127 and 128: Notes: 1. The combined aggregate gr
Page 129 and 130: ase, followed by a cover of stone c
Page 131 and 132: The equipment and general procedure
Page 133 and 134: Aggregates (a) Nominal Stone size 1
Page 135 and 136: (A) Premix Carpet (a) Coarse aggreg
Page 137 and 138: 511.2.6. Surface finish and quality
Page 139 and 140: (i)The stone chips shall consist of
Page 141 and 142: S. No. Nominal size of aggregate De
Page 143 and 144: * In cold climatic regions (tempera
Page 145 and 146: (vi)During cooking and mixing, care
Page 147 and 148: (i)It is usual to use ordinary Port
Page 149 and 150: (iii)The Contractor shall monitor t
Page 151 and 152: 519.2.1.3. Aggregate grading and bi
Page 153 and 154: evaporation of water and/or solvent
Page 155 and 156: 519.3.1.3 Aggregate grading and bin
Page 157 and 158: 519.3.6. Measurement for payment: R
Page 159 and 160: Loss in Weight, %., Maximum Increas
Page 161 and 162: 522.2. Materials 522.2.1. Binder: B
Page 166 and 167: 601. DRY LEAN CEMENT CONCRETE SUB-B
Page 168 and 169: 601.4. Subgrade The subgrade shall
Page 170 and 171: 601.5.7. Curing: As soon as the lea
Page 172 and 173: 602.2. Materials 602.2.1. Source of
Page 174 and 175: 602.3.2. Cement content: The cement
Page 176 and 177: 602.6.2.2. Contraction joints: Cont
Page 178 and 179: 602.6.6. Tie bars 602.6.6.1. Tie ba
Page 180 and 181: 602.9.3.2. Batching plant and equip
Page 182 and 183: 602.9.5.2. The concrete shall be di
Page 184 and 185: mechanical sprayer shall incorporat
Page 186 and 187: after concrete has set to expose do
Page 188 and 189: joints is completed including the c
Page 190 and 191: 603.2.3.4. The coarse and fine aggr
Page 192: 603.9. Tolerances for Surface Regul
Page 195 and 196: 701 GEOSYNTHETICS IN ROAD AND BRIDG
Page 197 and 198: Table 700-2 Geotextile Requirements
Page 199 and 200: strong acid/bases, flames including
Page 201 and 202: 702.4 Measurement for Payment The g
Page 203 and 204: dimensional stability relative to e
Page 205 and 206: 706 GEOSYNTHETICS FOR HIGHWAY PAVEM
Page 207 and 208: 707.2.3 Tack coat: The tack coat us
Page 209 and 210: 708.3.2 Construction and installati
Page 211 and 212: CONTENT Clause No Description 801 T
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801.3.1. General requirements: The
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lack free adhesive activated by hea
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(iii) (iv) (v) (vi) (vii) (viii) (i
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802.1.1. Overhead signs may be used
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802.7.6. Before erecting support st
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(c) Skid resistance : not less than
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(b) The marking shall not lift from
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The work covers supplying and fixin
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809.3.1. The location of crash barr
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810.7.3. No measurement for payment
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901. GENERAL 901.1. All materials t
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902.3. Surface Levels The levels of
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eplacement of a bituminous layer is
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per 5 tones 3. Water Bound Macadam
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CONTENT Clause No Description 1001
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ecommended threshold values as per
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S 415 IS:17B6 High Yield 415 200 St
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and testing of concrete. The contra
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prevented. The use of correctly for
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1105. TEST PILES 1105.1. Test piles
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The concrete shall be properly grad
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During driving the top of pile shal
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concrete in the installed pile and
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the head to the butt of the shoe or
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1201. DESCRIPTION This work consist
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1205. WELL CURB 1205.1. The well cu
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Separate high pressure connection f
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Care shall be taken to keep all par
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The well shall be uniformly seated
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d) The Contract unit rates for sand
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CONTENT Clause No 1301 DESCRIPTION
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Such soaked bricks shall be stacked
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The surfaces can be finished by "jo
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In case of plaster finish, the mini
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e fluid mixed thoroughly and then p
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1405.3.5. Quoin stone : Quoin stone
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1405.9. Wee Holes Weep holes shall
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1504.6. Shuttering for walls, slopi
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When formwork is dismantled, its in
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(i) In case of beam and slab constr
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(iii)The fabrication, furnishing an
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TABLE 1700-3. FOR BRIDGES OTHER THA
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(iii)The initial trial mixes shall
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Unless specified otherwise, equipme
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All under water concreting shall be
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disappears. The second application
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(iv) After the passage of the above
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1802.2.3. In severe environment, ca
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strength of steel to concrete. Grou
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) If the calculated elongation has
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1809.5. Protection of Ends The expo
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1900 Structural Steel
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1901. DESCRIPTION This work shall i
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All work shall be in accordance wit
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1904.3.2. Block drilling : Where th
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Taper washers with correct angle of
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Welding shall not be done when the
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column. This dimension shall be mea
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IS:7969 dealing with handling of ma
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(i) (ii) (iii) iv) Visual Inspectio
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(ii) Chemical Resistant Paints The
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Two coats of aluminum paint conform
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Weight of structural secti ons shal
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2001. DESCRIPTION This work shall c
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Tolerances on height of any compone
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A bottom plate with concave surface
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3.1 Max change in Hardness IRHD +15
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The size and composition of accepta
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1. Acceptance testing by an indepen
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ii) Template of 6 mm M.S. plate and
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ix) Pot bearings including all pans
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ii) Overall height : -0 to +3 mm ii
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2008. TESTS AND STANDARDS OF ACCEPT
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Formwork and concrete shall conform
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The surface on which elastomeric be
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The surface finish of the deck slab
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2400 Surface and Sub-surface Geotec
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2401. GENERAL 2401.1. The objective
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2403.5. Logging of bore-holes by ra
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For preliminary and detailed sub-su
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2408.4. Rock Samples 2408.4.1. Dist
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1. (a) During construction or immed
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2500 River Training Work and Protec
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2501 DESCRIPTION River training and
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Wherever possible, crates shall be
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2505. RUBBLE STONE/CEMENT CONCRETE
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2600 Expansion Joints
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2601. DESCRIPTION This work shall c
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2603.4. Performance Requirement wit
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2606. ELASTOMERIC SLAB SEAL EXPANSI
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iii) While removing the spacer bar
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ix) All excess sealant shall be rem
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TABLE 2600-1. STRIP SEAL ELEMENT SP
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iii) In view of the importance of t
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2700 Wearing Coat and Appurtenances
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2701. DESCRIPTION This work shall i
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deck structure. In case of viaducts
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2800 Repair of Structures
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2801. DESCRIPTION Repair of structu
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ecommendations. When mined, all adh
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Bond Strength : 12 MPa Tensile Stre
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Grouting shall normally be performe
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2807.11. Sufficient clearance shall
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The behaviour of the girder shall b
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suffer any undue structural strain,
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3000 Maintenance of Road
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3001. GENERAL The Specifications sh
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3004.1.5. Measurements for payment:
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Specification Part 3 - Road & Bridge Works - Urban Administration ...

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