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

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803.7. Measurements for Payment 803.7.1. The painted markings shall be measured in sq. metres of actual area marked (excluding the gaps, if any). 803.7.2. In respect of markings like directional arrows and lettering, etc., the measurement shall be by numbers. 803.8. Rate The Contract unit rate for road markings shall be payment in full compensation for furnishing all labour, materials, tools, equipment, including all incidental costs necessary for carrying out the work at the site conforming to these Specifications complete as per the approved drawing(s) or as directed by the Engineer and all other incidental costs necessary to complete the work to these Specifications. 804. HECTOMETRE/KILOMETRE STONES 804.1. General The work covers the supply, painting, lettering and fixing of distance measurement stones and shall include: (i) Heciometre siones (ii) Kilometre stones (iii) 5th Kilometre siones 804.2. The dimensions of the stones and the size, colour, arrangement of letters and script shall be as per IRC : 26 "Type Designs for 200 Metre Stones" and IRC: 8 "Type Designs for Highway Kilometre Stones", 804.3. The hectometre/kilometre stones may be made of local stones, concrete or any other material available locally and approved by the Engineer. The stones shall be bedded into the ground with adequate foundations as indicated in the drawings or in the relevant I.R.C. Specifications or as directed by the Engineer. The orientation and location of the stones shall be as indicated in the drawings or in the relevant I.R.C. Specifications or as directed by the Engineer. 804.4. Measurements for Payment The measurement will be in numbers of 200 metre, kilometre and 5th kilometre stones fixed at site. 804.5. Rate The Contract unit rate for hectometre/kilometre/5th kilometre stones shall be payment in full compensation for furnishing all labour, materials, tools, equipment and making the stones, painting and lettering and fixing at site and all other incidental costs necessary to complete the work to these Specifications. 805. ROAD DELINEATORS 805.1. General
The work covers supplying and fixing roadway indicators, hazard markers and object markers. 805.2. The design, materials to be used and the location of the road delineators shall conform to Recommended Practice for Road Delineators, IRC: 79, and to relevant drawings or as otherwise directed by the Engineer. 805.3. Measurements for Payment The measurement shall be made in numbers of delineators fixed at site. 805.4. Rate The Contract unit rate for Road Delineators shall be payment in full compensation for furnishing all labour, materials, tools, equipment for preparing, supplying and fixing at site an d all oilier incidental costs necessary to complete the work to these Specifications. 806.1. General 806. BOUNDARY STONKS The work comprises of supplying and fixing boundary stones as per designs and Specifications given in IRC: 25 "Type Designs for Boundary Stones" and at locations indicated in the drawings or-as directed by the Engineer. 806.2. Measurements for Payment The measurement shall be made in numbers of boundary stones fixed at site. 806.3. Rate The Contract unit rate for boundary stones shall be payment in full compensation for furnishing all labour, materials, tools, equipment for preparing, supplying and fixing and all other incidental costs necessary to complete the work to these Specifications. 807.1. General 807. FENCING The work comprises of fixing Mild Steel (M.S.) posts and providing barbed wire fencing including necessary stays and entry gates as shown in the drawing (s) and as directed by the Engineer. 807.2. The M.S. posts shall conform to IS:226 and shall be of angle iron of size indicated in the drawings. The angle iron shall be embedded in concrete to a sufficient depth below ground as indicated in the drawings. The steel shall be fabricated and painted to conform to Section 1900 of these Specifications. 807.3. The barbed wire shall be of galvanised iron and shall conform to 15:278. 807.4. Entry gate(s) shall be made of M.S. rods or other metal as per the design shown in the drawing(s). 807.5. Measurements for Payment The measurement shall be in running metre of fencing including the entry gates. 807.6. 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
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
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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
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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: CONTENT Clause No Description 1101
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
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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
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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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CONTENT Clause No Description 1401
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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
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(ii) Chemical Resistant Paints The
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Two coats of aluminum paint conform
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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
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A bottom plate with concave surface
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3.1 Max change in Hardness IRHD +15
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The size and composition of accepta
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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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Formwork and concrete shall conform
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The surface on which elastomeric be
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The surface finish of the deck slab
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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
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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
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2500 River Training Work and Protec
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2501 DESCRIPTION River training and
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Wherever possible, crates shall be
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2505. RUBBLE STONE/CEMENT CONCRETE
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2600 Expansion Joints
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2601. DESCRIPTION This work shall c
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2603.4. Performance Requirement wit
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2606. ELASTOMERIC SLAB SEAL EXPANSI
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iii) While removing the spacer bar
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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
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3001. GENERAL The Specifications sh
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3004.1.5. Measurements for payment:
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