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

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Any stack or batch of material(s) of which sample(s) does not conform to the prescribed tests and quality shall be rejected by the Engineer in charge or his representative and such materials shall be removed from site by the Contractor at his own cost. Such rejected materials shall not be made acceptable by any modifications. 1015.4. Testing and Approval of Plant and Equipment All plants and equipment used for preparing, testing and production of materials for incorporation into the permanent works shall be in accordance with manufacturer’s specifications and shall be got approved by the Engineer in charge before use.
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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
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602.9.5.2. The concrete shall be di
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mechanical sprayer shall incorporat
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after concrete has set to expose do
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joints is completed including the c
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603.2.3.4. The coarse and fine aggr
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603.9. Tolerances for Surface Regul
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701 GEOSYNTHETICS IN ROAD AND BRIDG
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Table 700-2 Geotextile Requirements
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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
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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 234 and 235: 901. GENERAL 901.1. All materials t
Page 236 and 237: 902.3. Surface Levels The levels of
Page 238 and 239: eplacement of a bituminous layer is
Page 240 and 241: per 5 tones 3. Water Bound Macadam
Page 243 and 244: CONTENT Clause No Description 1001
Page 245 and 246: ecommended threshold values as per
Page 247 and 248: S 415 IS:17B6 High Yield 415 200 St
Page 249 and 250: and testing of concrete. The contra
Page 251: prevented. The use of correctly for
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
Page 282 and 283: wetted, so as to effect the best po
Page 284 and 285: No portion of the surface shall be
Page 286 and 287: 1400 Stone Masonry
Page 288 and 289: 1401. DESCRIPTION This work shall c
Page 290 and 291: The practice of building up thin fa
Page 292 and 293: 1405.4.7. Joints : The face joints
Page 294 and 295: 1500 Formwork
Page 296 and 297: 1501. DESCRIPTION Formwork shall in
Page 298 and 299: (vi) Water used for curing should n
Page 300 and 301: 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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Specification Part 3 - Road & Bridge Works - Urban Administration ...

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