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

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LIST OF INDIAN AND FOREIGN STANDARDS REFERRED TO IN THE SPECIFICATIONS Appendix 2 Number Designation Title (A) INDIAN STANDARDS IS:5-1994 Colour for ready mixed paint and enamels (fourth revision) IS:73-1992 Paving Bitumen-Specification (second revision) IS:73-1992 Ready mixed paints, brushing, for road marking, to Indian Standard Colour No. 356 Golden yellow, white and black IS:210-1993 Grey iron castings (fourth revision) IS:215-1995 Road tar specification (third revision) IS:217-1988 Cutback Bitumen-Specification (second revision) IS:269-1989 33 grade ordinary Portland cement (fourth revision) IS:278-1978 Galvanized steel barbed wire for fencing (third revision) IS:280-1978 Mild steel wire for general engineering purposes (third revision) IS:334-1982 Glossary of terms relating to Bitumen and tar (second revision) IS:383-1970 Coarse and fine aggregates from natural sources for concrete (second revision) IS:432-1982 Mild steel and medium tensile steel bars and hard-drawn steel wire for concrete reinforcement (Part I) Mild steel and medium tensile steel bars (third revision) (Part II) Hard-drawn steel wire (third revision) IS:443-1975 Methods of sampling and test for rubber house (second revision) IS:454-1994 Cutback Bitumen from Waxy Crude-Specification (second revision) IS:455-1989 Portland stag cement (fourth revision) IS:456-2000 Code of practice for plain and reinforced concrete (fourth revision) IS:458-1988 Precast Concrete pipes (with and without reinforcement) (third revision) IS:460-1985 Test sieves IS:508-1987 Specification grease graphited (fourth revision) IS:516-1959 Methods of test for strength of concrete IS:702-1988 Industrial bitumen (second revision) IS:736-1986 Wrought aluminum and aluminum alloys, plates for general engineering purposes (third revision) IS:814-1991 Covered electrodes for manual metal are welding of carbon and carbon manganese steel (fifth revision) IS:1030-1998 Carbon steel casting for general engineering purposes (fifth revision) IS:1077-1992 Common burnt clay building brick (fifth revision) IS:1124-1974 Method of test for water absorption apparent specific gravity and porosity of natural building stone (first revision) IS:1129-1972 Dressing of natural building stone (first revision) IS:1148-1982 Hot rolled rivet bars (upto 40 mm dia) for structural purposes (third revision) IS:1149-1982 High tensile rivet bars for structural purposes (third revision) IS:1195-1978 Bitumen mastic for flowing (second revision) IS:1199-1959 Method of sampling and analysis of concrete IS:1201 to 1220-1978 Indian standard methods for testing tar and bituminous materials IS:1203-1978 Determination of penetration (first revision) IS:1205-1978 Determination of softening point (first revision) IS:1206-1978 Determination of viscosity (first revision) (Part 1 to 3) IS:1208-1978 Determination of ductility (first revision) IS:1209-1978 Determination of flash point & fire point (first revision) IS:1212-1978 Determination of lose of heating (first revision)
Number Designation IS:1216-1978 IS:1217-1978 IS:1239-1990 (Part 1) IS:1239-1992 (Part 2) IS:1364-1992 (Part I to V) IS:1367-1997 (Part I to XX) IS:1387-1993 IS:1398-1982 IS:1448 IS:1477 (Part 1)-1971 (Part 2)-1971 IS:1489-1991 (Part 1) (Part 2) IS:1498-1970 IS:1514-1990 IS:1732-1989 IS:1785 (Part I)-1983 IS:1786-1985 IS:1838 (Part I)-1983 IS:1888-1982 IS:2004-1991 IS:2062-1999 IS:2116-1980 IS:2131-1981 IS:2250-1981 IS:2386-1963 (Part 1) (Part 2) (Part 3) (Part 4) (Part 5) (Part 6) (Part 7) (Part 8) IS:2720 (Parts 2)-1973 (Parts 3)-1980 Section I Section II (Part 4)-1985 (Part 5)-1985 Title Determination of solubility in carbon disulphide or carbon tetrachlorate or trichloroethylene or trichloroethylene (first revision) Determination of mineral matter (ash) (first revision) Mild steel tube (fifth revision) Mild steel tubular and other wrought steel pipe fitting (third revision) Hexagon head bolts, screws and nuts of product grades A and B Part I : Hexagon head bolts (size range M1.6 to M64) (third revision) Technical supply conditions for threaded steel fastners General requirement for the supply of metallurgical material (second revision) Packing paper, waterproof, bitumen-laminated (second revision) Method of test for petroleum and its products Code of practice for painting of ferrous metals in buildings Pretreatment (first revision) Painting (first revision) Portland-pozzolana cement Flyash based (third revision) Calcined clay based (third revision) Classification and identification of soil for general engineering purposes (first revision) Methods of sampling and test for quick lime and hydrated lime (first revision) Dimensions for sampling and test for quick lime and hydrated lime (first revision) Plain hard -drawn steel wire for prestressed concrete Cold -draws steel wire for prestressed concrete High strength deformed steel bars and wires for concrete reinforcement (third revision) Preformed filler for expansion joint in concrete pavement and structures (non extruding and resilient type) Bitumen impregnated fiber (first revision) Method of load test on soils (second revision) Carbon steel forging for general engineering purposes (third revision) Steel to general structural purpose (fifth revision) Stand for masonry mortars (first revision) Methods for standard penetration test for soil (first revision) Code of practice for preparation and use masonry mortars (first revision) Methods of test for aggregates for organic impurities Particle size and shape Estimation of deleterious material and organic impurities Specific gravity, density, voids, absorption and bulking Mechanical properties Soundness Measuring mortar making properties of fine aggregates Alkali -Aggregate reactivity Petrography examination Methods of test for soils Determination of water content (second revision) Determination of specification gravity (first revision) Fine grained soil Medium and course grained soil Grain size analysis (second revision) Determination of liquid and plastic limits (second revision)
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: IRC : 47-1972 IRC : 48-1972 Tentati
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
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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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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
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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
Page 279 and 280:
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
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
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1405.9. Wee Holes Weep holes shall
Page 295 and 296:
Page 297 and 298:
1504.6. Shuttering for walls, slopi
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When formwork is dismantled, its in
Page 301 and 302:
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(i) In case of beam and slab constr
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(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
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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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Page 323 and 324:
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
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
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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
Page 353:
Weight of structural secti ons shal
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2001. DESCRIPTION This work shall c
Page 358 and 359:
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
Page 406 and 407:
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
Page 452 and 453:
3004.1.5. Measurements for payment:
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