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

More documents

Recommendations

Info

CONTENT Clause No Description 2201 DESCRIPTION 2202 MATERIALS 2203 GENERAL 2204 PIERS AND ABUTMENTS 2205 PIER CAP AND ABUTMENT CAP 2206 DIRT/ BALLAST WALL, RETURN WALL AND WING WALL 2207 TESTS AND STANDARDS OF ACCEPTANCE 2208 TOLERANCES IN CONCRETE ELEMENTS 2209 MEASUREMENTS FOR PAYMENT 2210 RATE
2201. DESCRIPTION The work shall cover furnishing and providing of masonry or reinforced concrete sub-structure in accordance with the drawings and as per these specifications or as directed by the Engineer. 2202. MATERIALS Materials shall conform to Section 1000 of these <strong>Specification</strong>s. 2203. GENERAL A method statement for construction indicating the following shall be submitted by the Contractor for approval of the Engineer, well in advance of the commencement of sub-structure : i) Sources of Materials ii) Design, erection and removal of formwork iii) Production, transportation, laying and curing of concrete iv) Personnel employed for execution and supervision v) Tests and sampling procedures vi) Equipment details vii) Any other point Arrangements for execution under water wherever necessary, shall be included in method statement. Dimensions, lines and levels shall be set out and checked with respect to permanent reference lines and permanent bench mark. 2204. PIERS AND ABUTMENTS Masonry, formwork, concrete and reinforcement for piers and abutments shall conform to relevant sections of these specifications. In case of concrete piers, the number of horizontal construction joints shall be kept minimum. Construction joints shall be avoided in splash zones unless specifically permitted by the Engineer and provided they are treated in accordance with special provisions. No vertical construction joint shall be provided. The work shall conform strictly to the drawings or as directed by the Engineer. In case of tall piers and abutments, use of slipform shall be preferred. The design, erection and raising of slipform shall be subject to special specifications which will be furnished by the Contractor. The concrete shall also be subject to additional specifications as necessary. All specifications and arrangements shall be subject lo the approval of the Engineer. The surface of foundation/well cap/pile cap shall be scrapped with wire brush and all loose materials removed. In case reinforcing bars projecting from foundations are coated with cement slurry, the same shall "be removed by tapping, hammering or wire brushing. Care shall be taken to remove all loose materials around reinforcements. Just before commencing masonry or concrete work, the surface shall be thoroughly welled. In case of solid (non-spill through type) abutments, weep holes as shown on the drawings or as directed by the Engineer, shall be provided in conformity with Section 2706. The surface finish shall be smooth, except the earth face of abutments which shall be rough finished. In case of abutments likely to experience considerable movement on account of backfill of approaches and settlement of foundations, the construction of the abutment shall be followed by filling up of embankment in layers to, the full height to allow for the anticipated movement during construction period before casting of superstructure. 2205. PIER CAP AND ABUTMENT CAP Formwork, reinforcement and concrete shall conform to relevant sections of these specifications. The locations and levels of pier cap/abutment cap/pedestals and bolts for fixing bearings shall be checked carefully to ensure alignment in accordance with the drawings of the bridge. The surface of cap shall be finished smooth and shall have a slope for draining of water as shown on the drawings or as directed by the Engineer. For short span slab bridges with continuous support on pier caps, the surface shall be cast horizontal. The lop surface of the pedestal on which bearings are to be placed shall also k- cast horizontal.
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 and 28:
Number Designation IS:12269-1987 IS
Page 29 and 30:
Number Designation BS:7542 CRR I &
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
Page 83 and 84:
iv) For kerb in running meters v) F
Page 85 and 86:
409.3.4 Precast cement concrete blo
Page 87 and 88:
The surface finish of construction
Page 89 and 90:
CONTENT Clause No Description 501 G
Page 91 and 92:
(k) Use of Premix seal coat:- It is
Page 93 and 94:
Number 0 and 1 are of very low cons
Page 95 and 96:
area beyond it, shall be laid by ha
Page 97 and 98:
501.8. Preparation of Surface 501.8
Page 99 and 100:
Normally, the maximum layer thickne
Page 101 and 102:
5. 6. Bituminous penetration macada
Page 103 and 104:
Control of temperature of binder in
Page 105 and 106:
501.8.7.5 Tack coat: This is to be
Page 107 and 108:
6. Emergency Response 6.1. The Cont
Page 109 and 110:
carpet to ensure a proper bond betw
Page 111 and 112:
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 164 and 165:
600 Concrete Pavements
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
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 and 252:
prevented. The use of correctly for
Page 254 and 255:
Page 256 and 257:
1105. TEST PILES 1105.1. Test piles
Page 258 and 259:
The concrete shall be properly grad
Page 260 and 261:
During driving the top of pile shal
Page 262 and 263:
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
Page 311 and 312:
(iii)The initial trial mixes shall
Page 313 and 314:
Unless specified otherwise, equipme
Page 315 and 316:
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
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 384 and 385: CONTENT Clause No Description 2301
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 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
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 444 and 445:
Page 446 and 447:
suffer any undue structural strain,
Page 448 and 449:
3000 Maintenance of Road
Page 450 and 451:
3001. GENERAL The Specifications sh
Page 452 and 453:
3004.1.5. Measurements for payment:
show all

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

Create successful ePaper yourself

Delete template?

Save as template?