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

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2500 River Training Work and Protection Work
CONTENT Clause No Description 2501 DESCRIPTION 2502 GUIDE BUND 2503 APRON 2504 PITCHING / REVETMENT ON SLOPES 2505 RUBBLE STONE/CEMENT CONCRETE BLOCK FLOORING OVER CEMENT CONCRETE BEDDING 2506 DRY RUBBLE FLOORING 2507 CURTAIN WALL AND FLEXIBLE APRON 2508 TESTS AND STANDARDS OF ACCEPTANCE 2509 MEASUREMENTS FOR PAYMENT 2510 RATE
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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
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702.4 Measurement for Payment The g
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dimensional stability relative to e
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706 GEOSYNTHETICS FOR HIGHWAY PAVEM
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707.2.3 Tack coat: The tack coat us
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708.3.2 Construction and installati
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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
Page 349 and 350: (ii) Chemical Resistant Paints The
Page 351 and 352: Two coats of aluminum paint conform
Page 353: Weight of structural secti ons shal
Page 356 and 357: 2001. DESCRIPTION This work shall c
Page 358 and 359: Tolerances on height of any compone
Page 360 and 361: A bottom plate with concave surface
Page 362 and 363: 3.1 Max change in Hardness IRHD +15
Page 364 and 365: The size and composition of accepta
Page 366 and 367: 1. Acceptance testing by an indepen
Page 368 and 369: ii) Template of 6 mm M.S. plate and
Page 370 and 371: ix) Pot bearings including all pans
Page 372 and 373: ii) Overall height : -0 to +3 mm ii
Page 374 and 375: 2008. TESTS AND STANDARDS OF ACCEPT
Page 376 and 377: CONTENT Clause No Description 2101
Page 378 and 379: Formwork and concrete shall conform
Page 382 and 383: The surface on which elastomeric be
Page 386 and 387: The surface finish of the deck slab
Page 388 and 389: 2400 Surface and Sub-surface Geotec
Page 390 and 391: 2401. GENERAL 2401.1. The objective
Page 392 and 393: 2403.5. Logging of bore-holes by ra
Page 394 and 395: For preliminary and detailed sub-su
Page 396 and 397: 2408.4. Rock Samples 2408.4.1. Dist
Page 398 and 399: 1. (a) During construction or immed
Page 402 and 403: 2501 DESCRIPTION River training and
Page 404 and 405: Wherever possible, crates shall be
Page 406 and 407: 2505. RUBBLE STONE/CEMENT CONCRETE
Page 408 and 409: 2600 Expansion Joints
Page 410 and 411: 2601. DESCRIPTION This work shall c
Page 412 and 413: 2603.4. Performance Requirement wit
Page 414 and 415: 2606. ELASTOMERIC SLAB SEAL EXPANSI
Page 416 and 417: iii) While removing the spacer bar
Page 418 and 419: ix) All excess sealant shall be rem
Page 420 and 421: TABLE 2600-1. STRIP SEAL ELEMENT SP
Page 422 and 423: iii) In view of the importance of t
Page 424 and 425: 2700 Wearing Coat and Appurtenances
Page 426 and 427: 2701. DESCRIPTION This work shall i
Page 428 and 429: deck structure. In case of viaducts
Page 430 and 431: 2800 Repair of Structures
Page 432 and 433: 2801. DESCRIPTION Repair of structu
Page 434 and 435: ecommendations. When mined, all adh
Page 436 and 437: Bond Strength : 12 MPa Tensile Stre
Page 438 and 439: Grouting shall normally be performe
Page 440 and 441: 2807.11. Sufficient clearance shall
Page 442 and 443: The behaviour of the girder shall b
Page 446 and 447: suffer any undue structural strain,
Page 448 and 449: 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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