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

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Number Designation AASHTO:DM249-79 AASHTO:DM268-77 AASHTO:DM282-80 Title While and yellow reflective thermoplastic stripping materials (solid form) Weatherometer Join sealants hot poured elastomeric type (or ASTM:D3406) For Portland Cement concrete pavements AASHTO:M82 Equivalent to ASTM:D2027-76 OR ASTM:D2026-72 AASHTO:M140 Equivalent to ASTM:D2397-91 AASHTO:M208 Equivalent to ASTM:D2397-94 AASHTO:T282-84 Coating and stripping of bitumen aggregated mixture AASHTO:T283-89 Resistance of compacted bituminous mixture to moisture induced damage BS:410-1969 Test sieves BS:434 Bitumen road emulsions (anionic and cationic) -PART 2:1984 Specification for bitumen road emulsions -PART 2:1984 Code of practice for use of bituminous road emulsion BS:598 Sampling and examination of bituminous mixtures for road and other paved areas -PART104:1987 Method of test for the determination of the density and compaction -PART107:1990 Method of test for the determination of the density and compaction of design wearing course rolled asphalt BS:729-1971 Hot dip galvanized coating on iron and steel articles BS:812-1975 Testing aggregated -PART 2 Method for determination of physical properties -PART 3 Method for determination of mechanical properties -PART 111 Method for determination of ten per cent fines value (TFV) -PART 114-1989 Method for determination of the polished-stone value BS:1047-1952 Air-coaled blastfurnace slag coarse aggregate for concrete BS:1154-1970 Vulcanized nature rudder compounds BS:1377-1975 Method of test soil for civil engineering purposes BS:1447-1973 Mastic asphalt (limestone fine aggregates) for road and footways steel plate sheet and strip PART 1-1972 Carbon footways steel plate sheet and strip PART 2-1967 Stainless and heat resisting plane sheet and strip BS:1470-1972 Wrought aluminium and aluminium alloys for general engineering purposes – plane, sheet and strip BS:2000 Method of test for petroleum and products -PART 397:1995 Recovery of bitumen binders-dichloromethane extraction rotary film evaporator method BS:2630 Performed joints filler BS:2870 Rolled cooper and alloys : sheet strip and foil BS:3262 Hot-applied thermoplastic road marking materials PART-1 Specification for road constituent materials and mixture PART-2 Specification for road performance PART-3 Specification for application of material to road surface BS:5212, PART 2-1975 Cold poured joint sealant for concrete pavement BS:6044 Specification for pavement marking paints BS:6088 Specification for solid glass beads for use with road marking compound and for other industrial uses BS:6906 Method of test for geotextiles PART-1 Determination of the tensile properties using a wide width strip PART-2 Determination of the apparent pore size distribution by dry sieving PART-3 Determination of the water flow normal to the plane of the geotextile under a constant head PART-4 Determination of the puncture resistance (CBR puncture test) PART-7 Determination of in-plane water-flow
Number Designation BS:7542 CRR I & IOC New Delhi BS:DD232-1996 Asphalt Institute GRI-GG1 GRI-GG2 GRI-GG3 Title Method of test curing compound for concrete Bituminous road construction hand book Method for determination of the maximum binder content of bituminous mixture with out excessive binder brainage The asphalt handbook , manual Series No.4(MS-4) 1989 edition manual Series No.2(MS-2) – mix design method for asphalt concrete and other hot-mix type Manual series No.14 (MS-14) – asphalt cold mix manual Geogrid rip tensile strength Geogrid junction strength Tensile creep testing of geogrids
Page 1 and 2: GOVERNMENT OF MADHYA PRADESH, URBAN
Page 3 and 4: SECTION 100
Page 5 and 6: 101 INTRODUCTION These specificatio
Page 7 and 8: 13.2 74 *11.2 *63 9.50 53 *8.00 *45
Page 9 and 10: 107 CONTRACT DRAWINGS 107.1 The Con
Page 11 and 12: 110.3 No clearance or alterations t
Page 13 and 14: Any vehicle with open load-carrying
Page 15 and 16: warning lights of similar type shal
Page 17 and 18: Location of the scales shall be as
Page 19 and 20: c) Sequence of construction and det
Page 21 and 22: ecording shall be done in the prese
Page 23 and 24: IRC : 47-1972 IRC : 48-1972 Tentati
Page 25 and 26: Number Designation IS:1216-1978 IS:
Page 27: Number Designation IS:12269-1987 IS
Page 31 and 32: CONTENT Clause No Description 201 S
Page 33 and 34: (v) All products of clearing and gr
Page 35 and 36: 202.6. Measurements for Payment The
Page 37 and 38: CONTENT Clause No Description 301 E
Page 39 and 40: 301.3 Construction Operations 301.3
Page 41 and 42: 301.6 Preparation of Cut Formation
Page 43 and 44: (13) At a time, not more than 10 ch
Page 45 and 46: All overburden soil and weathered r
Page 47 and 48: If it is determined beforehand that
Page 49 and 50: 11. Excavation in marshes shall beg
Page 51 and 52: Table 300-2 Compaction Requirements
Page 53 and 54: maintained at such a crossfall (not
Page 55 and 56: (c) Only the materials satisfying t
Page 57 and 58: 4 Where the available embankment ma
Page 59 and 60: of drainage. 309.2 Surface Drains S
Page 61 and 62: Damage to the fabric resulting from
Page 63 and 64: CONTENT Clause No 401 GRANULAR SUB-
Page 65 and 66: TABLE 400-1. GRADING FOR CLOSE -GRA
Page 67 and 68: (iii) Compaction: Density shall be
Page 69 and 70: 402.3.6. Addition of lime: Lime may
Page 71 and 72: TABLE 400 -6. PHYSICAL REQUIREMENTS
Page 73 and 74: The consolidated details of quantit
Page 75 and 76: (4) Rolling shall be discontinued w
Page 77 and 78: (ii) Furnishing all materials to be
Page 79 and 80:
(4) Optimum moisture for mixing sha
Page 81 and 82:
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
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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
Page 209 and 210:
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
Page 215 and 216:
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
Page 221 and 222:
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
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
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per 5 tones 3. Water Bound Macadam
Page 243 and 244:
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
Page 251 and 252:
prevented. The use of correctly for
Page 254 and 255:
Page 256 and 257:
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
Page 264:
the head to the butt of the shoe or
Page 267 and 268:
1201. DESCRIPTION This work consist
Page 269 and 270:
1205. WELL CURB 1205.1. The well cu
Page 271 and 272:
Separate high pressure connection f
Page 273 and 274:
Care shall be taken to keep all par
Page 275 and 276:
The well shall be uniformly seated
Page 277 and 278:
d) The Contract unit rates for sand
Page 279 and 280:
CONTENT Clause No 1301 DESCRIPTION
Page 281 and 282:
Such soaked bricks shall be stacked
Page 283 and 284:
The surfaces can be finished by "jo
Page 285 and 286:
In case of plaster finish, the mini
Page 287 and 288:
Page 289 and 290:
e fluid mixed thoroughly and then p
Page 291 and 292:
1405.3.5. Quoin stone : Quoin stone
Page 293 and 294:
1405.9. Wee Holes Weep holes shall
Page 295 and 296:
Page 297 and 298:
1504.6. Shuttering for walls, slopi
Page 299 and 300:
When formwork is dismantled, its in
Page 301 and 302:
Page 303 and 304:
(i) In case of beam and slab constr
Page 305 and 306:
(iii)The fabrication, furnishing an
Page 307 and 308:
Page 309 and 310:
TABLE 1700-3. FOR BRIDGES OTHER THA
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(iii)The initial trial mixes shall
Page 313 and 314:
Unless specified otherwise, equipme
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All under water concreting shall be
Page 317 and 318:
disappears. The second application
Page 319 and 320:
(iv) After the passage of the above
Page 321 and 322:
Page 323 and 324:
1802.2.3. In severe environment, ca
Page 325 and 326:
strength of steel to concrete. Grou
Page 327 and 328:
) If the calculated elongation has
Page 329 and 330:
1809.5. Protection of Ends The expo
Page 331 and 332:
1900 Structural Steel
Page 333 and 334:
1901. DESCRIPTION This work shall i
Page 335 and 336:
All work shall be in accordance wit
Page 337 and 338:
1904.3.2. Block drilling : Where th
Page 339 and 340:
Taper washers with correct angle of
Page 341 and 342:
Welding shall not be done when the
Page 343 and 344:
column. This dimension shall be mea
Page 345 and 346:
IS:7969 dealing with handling of ma
Page 347 and 348:
(i) (ii) (iii) iv) Visual Inspectio
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(ii) Chemical Resistant Paints The
Page 351 and 352:
Two coats of aluminum paint conform
Page 353:
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
Page 360 and 361:
A bottom plate with concave surface
Page 362 and 363:
3.1 Max change in Hardness IRHD +15
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The size and composition of accepta
Page 366 and 367:
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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Page 378 and 379:
Formwork and concrete shall conform
Page 380 and 381:
Page 382 and 383:
The surface on which elastomeric be
Page 384 and 385:
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The surface finish of the deck slab
Page 388 and 389:
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
Page 394 and 395:
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
Page 400 and 401:
2500 River Training Work and Protec
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
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iii) While removing the spacer bar
Page 418 and 419:
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
Page 450 and 451:
3001. GENERAL The Specifications sh
Page 452 and 453:
3004.1.5. Measurements for payment:
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