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

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CONTENT Clause No Description 901 GENERAL 902 CONTROL OF ALIGNMENT, LEVEL AND SURFACE REGULARITY 903 QUALITY CONTROL TESTS DURING CONSTRUCTION
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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
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504.8. Rate The cont react unit rat
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505.7. Measurement for Payment Pene
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The contract unit rate for built-up
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507.3. Mixture Design 507.3.1. Requ
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507.4. Construction Operations 507.
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1. IS: 2386 Part 1 2. IS: 2386 Part
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508.8. Measurement for Payment The
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Notes: 1. The combined aggregate gr
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ase, followed by a cover of stone c
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The equipment and general procedure
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Aggregates (a) Nominal Stone size 1
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(A) Premix Carpet (a) Coarse aggreg
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511.2.6. Surface finish and quality
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(i)The stone chips shall consist of
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S. No. Nominal size of aggregate De
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* In cold climatic regions (tempera
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(vi)During cooking and mixing, care
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(i)It is usual to use ordinary Port
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(iii)The Contractor shall monitor t
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519.2.1.3. Aggregate grading and bi
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evaporation of water and/or solvent
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519.3.1.3 Aggregate grading and bin
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519.3.6. Measurement for payment: R
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Loss in Weight, %., Maximum Increas
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522.2. Materials 522.2.1. Binder: B
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600 Concrete Pavements
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601. DRY LEAN CEMENT CONCRETE SUB-B
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601.4. Subgrade The subgrade shall
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601.5.7. Curing: As soon as the lea
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602.2. Materials 602.2.1. Source of
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602.3.2. Cement content: The cement
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602.6.2.2. Contraction joints: Cont
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602.6.6. Tie bars 602.6.6.1. Tie ba
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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
Page 213 and 214: 801.3.1. General requirements: The
Page 215 and 216: lack free adhesive activated by hea
Page 217 and 218: (iii) (iv) (v) (vi) (vii) (viii) (i
Page 219 and 220: 802.1.1. Overhead signs may be used
Page 221 and 222: 802.7.6. Before erecting support st
Page 223 and 224: (c) Skid resistance : not less than
Page 225 and 226: (b) The marking shall not lift from
Page 227 and 228: The work covers supplying and fixin
Page 229 and 230: 809.3.1. The location of crash barr
Page 231: 810.7.3. No measurement for payment
Page 235 and 236: Roads and Runways (IRC: SP: 11) and
Page 237 and 238: TABLE 900-2. MAXIMUM PERMITTED NUMB
Page 239 and 240: 903.2.2. Compaction Control: Contro
Page 241: 903.5.1.1. Sampling and testing of
Page 244 and 245: 1001. GENERAL Materials to be used
Page 246 and 247: crushed gravel, or a suitable combi
Page 248 and 249: IS: 11587 : Structural weather resi
Page 250 and 251: Aggregate stockpiles may be made on
Page 252: Any stack or batch of material(s) o
Page 255 and 256: 1101. DESCRIPTION 1101.1. This work
Page 257 and 258: (i) The strength of the concrete in
Page 259 and 260: place as judged convenient without
Page 261 and 262: If there is a major variation betwe
Page 263 and 264: concrete outside the tremie pipe at
Page 266 and 267: CONTENT Clause No Description 1201
Page 268 and 269: 1203.2. For wells which are to be p
Page 270 and 271: where obstacles such as tree trunks
Page 272 and 273: Every employee absent from work for
Page 274 and 275: g) Very deep sump shall not be made
Page 276 and 277: 1211. WELL CAP A reinforced cement
Page 278 and 279: 1300- Brick Masonry
Page 280 and 281: 1301. DESCRIPTION This work shall c
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wetted, so as to effect the best po
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No portion of the surface shall be
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1400 Stone Masonry
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1401. DESCRIPTION This work shall c
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The practice of building up thin fa
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1405.4.7. Joints : The face joints
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1500 Formwork
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1501. DESCRIPTION Formwork shall in
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(vi) Water used for curing should n
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1600 STEEL REINFORCEMENT (UNTENSION
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1601. DESCRIPTION This work shall c
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een secured and the carbon equivale
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1700 STRUCTURAL CONCRETE
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1701. DESCRIPTION The work shall co
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The mix shall have the consistency
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) The total sulphuric anhydride (SO
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formwork. All formwork and reinforc
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The Contractor will be required to
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3. ISO mm cubes shall be made, cure
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1800 PRESTRESSING
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1801. DESCRIPTION Structural concre
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1804.3. Positioning 1804.3.1. Post-
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All tensioning equipment shall be p
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strands/wires have been anchored to
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1815. RATE The contract unit rate f
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CONTENT Clause No Description 1901
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IS:1363 Hexagon head bolts, screw a
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Outside edges of plate and section,
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Rivets shall be healed uniformly to
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1904.7 Shop Erection and Match Mark
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Tolerances in dimensions of compone
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Prior to actual commencement of ere
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1905.7.2. No protective treatment s
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The stud weld shall not show any si
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1906.1.4. Quality of paint : The pa
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ii) iii) iv) Wire brush to remove a
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2003.2. Construction Operations a)
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h) Placing of the bearing and morta
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iv) Depth of embedment of the backi
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The bearings shall be fabricated wi
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Composition (see Note 1 below) Hard
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for inspection, according to the sp
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Name Rotation Element Sliding Eleme
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2006.3. Materials a) Steel i) Struc
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) Forms ->sturdiness, leak proofing
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2100 Open Foundations
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2200 Sub-structure
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2300 Concrete Superstructure
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a) upto and including 2m : + 5 mm o
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2402.1.1. Preliminary exploration s
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2404.7.2. Drilling through rock is
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2408.1. For proper identification o
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2411.1.1. Cohesion less soil a) Cla
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2414. RATE The contract unit rate s
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The stones used in apron shall be s
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Notes : 1. Filter design may not be
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The earth work in construction of e
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Any acceptance of alternative types
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thick premoulded joint filler Tilli
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2606.3. Supply and Handling i) The
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e) Pre-Setting i) The main purpose
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2607. STRIP SEAL EXPANSION JOINT 26
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c) Expansion joint material shall b
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2609. MEASUREMENTS FOR PAYMENT The
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2703.2. Metal Railings Materials, f
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of all labour, material, tools and
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Celsius * In the case of two compon
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a) Penel ration/Visual Examination
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used for this purpose may be Aceton
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NOTE : For specialised treatment li
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existing structure including reinfo
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2900 Pipe Culverts
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2901. SCOPE This work shall consist
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R.C.C. pipe culverts shall be measu
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compacted by 80 to 100 kN smooth wh
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depth can be controlled. The depth
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