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

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Number Designation (Part 7)-1980 (Part 8)-1983 (Part 10)-1991 (Part 13)-1986 (Part 14)-1983 (Part 16)-1987 (Part 27)-1977 (Part 28)-1974 (Part 29)-1975 (Part 37)-1976 (Part 40)-1977 IS:3117-1965 IS:3466-1988 IS:3764-1992 IS:4138-1977 IS:4332 (Part 1)-1967 (Part 3)-1967 (Part 4)-1968 (Part 5)-1970 (Part 7)-1973 (Part 8)-1969 IS:4434-1978 IS:4826-1979 IS:5317-1987 IS:5435-1987 IS:5640-1970 IS:6006-1983 IS:6241-1971 IS:6939-1990 IS:6925-1973 IS:7537-1974 IS:7623-1993 IS:8041-1990 IS:8112-1989 IS:8500-1991 IS:8887-1995 IS:9103-1999 IS:9381-1979 IS:10262-1982 Title Determination of moisture content/dry density relation using light compaction (second revision) Determination of moisture content/dry density relation using heavy compaction (second revision) Determination of unconfined compressive strength (second revision) Direct Shear test (second revision) Determination of density inbox (relative density) of cohesion less soils (first revision) Laboratory determination of CBR (second revision) Determination of total soluble sulphates (first revision) Determination of dry density of soil in the place by the sand replacement method (first revision) Determination of dry density of soil in the place by the core cutter method (first revision) Determination of sand equivalent values of soil and fine aggregates Determination of free swell index of soils Specification for bitumen emulsion for roads (anionic type) Masonry cement (second revision) Code of safety for excavation work (first revision) Safety code for working in compressed air (first revision) Method of test for stabilized soils Method of sampling and preparation of stabilized soil for testing. Test for determination of moisture content-dry density relation for stabilized soil mixtures Wetting and drying and, freezing and thawing test for compacted soilcement mixtures Determination of unconfined compressive strength of stabilized soil Determination of cement content of cement stabilized soils Determination of lime content of lime stabilized soils Code of practice for in-situ van shear test for soil (first revision) Hot dipped galvanized coating on round steel wires (first revision) Specification for bitumen mastic for bridge decking and roads (first revision) General requirements for cold asphalt macadam mixing plants (first revision) Method for determining the aggregate impact value of soft coarse aggregate Uncoated stress relived strands for prestressed concrete (first revision) Method of test for determination of stripping value of road aggregates Supersulphated cement Methods of test for determination of water soluble chlorides in concrete admixtures Road traffic singles Specification for lithium base grease for industrial purposes (second revision) Rapid hardening Portland cement (second revision) 43 grade ordinary Portland cement (first revision) Structural steel - micro alloyed (medium and high strength qualities) (first revision) Bitumen emulsion for road (cationic type) - specification (first revision) Admixtures for concrete (first revision) Methods of testing tar and bituminous material: determination of effect of heat and air by thin film oven test Guidelines for concrete mix design
Number Designation IS:12269-1987 IS:12330-1988 IS:13321 (Part I)-1992 IS:13325-1992 IS:13326 (Part I)-1992 IS:SP 23-1982 ASTM : D-36 ASTM : D-395 ASTM : D-412 ASTM : D-429 ASTM : D-573 ASTM : D-624 ASTM : D-664 ASTM : D-797 ASTM : D977-91 ASTM:D979-89 ASTM:D-1075 ASTM:D1149 ASTM:D-1559 ASTM:D-2026-72 ASTM:D2027-76 ASTM:D2041-95 ASTM:D2172-95 ASTM:D-2240 ASTM:D2397-94 ASTM:D3203-94 ASTM:D-3625 ASTM:D3910-90 ASTM:D-4533 ASTM:D5976-96 ASTM:E-11 ASTM:E-810 AASHTO:DM283 AASHTO:DM294-70 AASHTO:DM288-82 AASHTO:DM17-77 AASHTO:DR5-80 AASHTO:DM81-75 AASHTO:DM82-75 AASHTO:DM140-80 AASHTO:DM57-80 AASHTO:DM147-65 AASHTO:DM216-68 Title Specification for 53 grade ordinary Portland cement Specification for sulphate resisting Portland cement Glossary of term for geosynthetics, part I : terms used in materials and properties Determination of tensile properties of extruded polymer geogrids using the wide strip-test method Evolution of interface frication between geosynthetics and soil- method of test, part I : modified direct shear technique Handbook on concrete mixes (based on Indian standards) FOREIGEN STANDERDS Thermoplastic material Compression test of vulcanized rubber Tension testing of vulcanized rubber Adhesion of vulcanized rubber to metal Accelerated aging of vulcanized rubber by the oven method Tear resistance of vulcanized rubber Test method for neutralization number for potentiometric titration Young’s modulus in flexure of elastomer at normal and subnormal temperature Standard specification for emulsified asphalt Standard practice for sampling bituminous paving mixtures Effect of water on cohesion of compacted bituminous mixture Accelerated ozone creaking of vulcanized rudder Test of resistance to plastic flow of bituminous mixture using Marshall apparatus Standard specification for cutback asphalt (Show-curing type) Standard specification for cutback asphalt (Medium-curing type) Standard test method for theoretical maximum specific gravity and density of bituminous paving mixtures Standard test method for quantitative extraction of bitumen from bituminous paving mixtures Indentation hardness of rudder and plastic by means of a Durometer Standard specification of cationic emulsified asphalt Standard test method for per cent air voids in compacted dense and open bituminous paving mixtures Test method for effect of water on bitumen coated aggregated using boiling water Standard practice for design testing and construction of slurry seal Test method for trapezoid tearing strength of geotextiles Standard specification for type I polymer modified asphalt cement for use in pavement construction Specification for wire cloth sieves for testing purposes Test method for coefficient of retro-reflection or retro-reflection sheeting Coarse aggregate for highway and airport construction Fine aggregate for bituminous paving mixtures Geotextiles used for subsurface drainage purposes Mineral filler for bituminous paving mixtures Selection and use of emulsified asphalts Cut-back asphalt (rapid-curing type) Cut-back asphalt (Medium-curing type) Emulsified asphalt Materials for embankments and sub grades Materials for aggregate and soil-aggregate sub base and surface Lime for stabilization
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: Number Designation IS:1216-1978 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
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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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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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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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