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

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Appendices Appendix 1 Number Designation IRC : 2-1968 IRC : 5-1998 LIST OF IRC PUBLICATIONS REFERRED TO IN THE SPECIFICATIONS, CODES & STANDARDS Title Route Marker Signs for National Highways (First Revision) Standard Specifications & Code of Practice for Road Bridges, Section I-General Features of Design (Seventh Revision) IRC : 6-2000 Standard Specifications & Code of Practice for Road Bridges, Section II-Loads and Stresses (Fourth Revision) IRC : 8-1980 Type Designs for Highway Kilometre Stones (Second Revision) IRC : 10-1961 Recommended Practice for Borrow pits for Road Embankments Constructed by Manual Operation IRC : 14-1977 IRC : 15- 2002 IRC : 16-1989 IRC : 17-1965 IRC : 18-2000 IRC : 19-1977 IRC : 20-1966 Recommended Practice for 2 cm Thick Bitumen and Tar Carpets (Third Revision) Standard Specifications and Code of Practice for Construction of Concrete Roads. Tentative Specification for Priming of Base Course with Bituminous Primers. Tentative Specification for Single Coat Bituminous Surface Dressing Design Criteria for Prestressed Concrete Road Bridges (Post-Tensioned Concrete) (Third Revision) Standard Specifications and Code of Practice for Water Bound Mac-adarn (Second Revision) Recommended Practice for Bituminous Penetration Macadam (Full Grout) IRC : 21-2000 Standard Specifications and Code of Practice for Road Bridges, Section III- Cement Concrete (Plain and Reinforced) (Third Revision) IRC : 22-1986 Standard Specifications and Code of Practice for Road Bridges, Section VI- Composite Construction for Road Bridges (First Revision) IRC :23-1966 SRC : 24-2001 IRC : 25-1967 IRC : 26-1967 IRC : 27-1967 Tentative Specification for Two Coat Bituminous Surface Dressing Standard Specifications and Code of Practice for Road Bridges, Section V-Steel Road Bridges (Second Revision) Type Designs for Boundary Stones Type Designs for 200-metre Stones Tentative Specification for Bituminous Macadam (Base & Binder Course) IRC :29-1988 Tentative Specification for 4 cm Asphaltic Concrete Surface Course (First Revision) IRC :30-1968 Standard Letters and Numerals of Different Heights for Use on Highway Signs IRC : 35-1997 IRC : 36-1970 IRC : 37-2001 Code of Practice for Road Markings (with Paints) (First Revision) Recommended Practice for the Construction of Earth Embankments for Road Works Guidelines for the Design of Flexible Pavements (Second Revision) IRC : 40-1970 Standard Specifications and Code of Practice for Road Bridges, Section IV- (Brick, Stone and Block Masonry) IRC : 45-1972 Recommendations for Estimating the Resistance of Soil below the Maximum Scour Level in the Design of Well Foundations of Bridges.
IRC : 47-1972 IRC : 48-1972 Tentative Specification for Bui lt-up Spray Grout Tentative Specification for Bituminous Surface Dressing using Pre-coated Aggregates IRC : 49-1973 Recommended Practice for the Pulverization of Black Cotton Soils for Lime Stabilisation IRC :50-1970 IRC : 51-1973 IRC : 56-1974 Recommended Design Criteria for the Use of Cement Modified Soil in Road Construction Recommended Design Criteria for the Use of Soil Lime Mixes in Road Construction Recommended Practice for Treatment of Embankment Slopes for Erosion Control IRC : 63-1976 Tentative Guidelines for the Use of Low Grade Aggregates and Soil Aggregate Mixtures in Road Pavement Construction IRC : 67-2001 Code of Practice for Road Signs IRC : 72-1978 Recommended Practice for Use and Upkeep of Equipment, Tools and Appliances for Bituminous Pavement Construction IRC : 75-1979 Guidelines for the Design of High Embankments IRC : 78-1983 Standard Specifications and Code of Practice for Road Bridges, Section VII - Eoundation of Substructure (First Revision) IRC : 79-1981 IRC : 82-1982 Recommended Practice for Road Delineators Code of Practice for Maintenance of Bituminous Surface of Highways IRC : 83-1982 Standard Specifications and Code of Practice for Road Bridges, Section IX- Bearings, Pan I: Metallic Bearings IRC:83(Part-II)1987 Standard Specification and Code of Practice for Road Bridges. Section IX, Bearings, Part II: Elastomeric Bearings IRC:83(Part-III)2002 IRC : 87-1981 Standard Specification and Code of Practice for Road Bridges. Section IX, Bearings, Part III: POT, POT-CUM-PTFE, PIN AND Metallic Guide Bearings. Guidelines f or the Design& Erection of False Work for Road Bridges IRC : 89-1985 Guidelines for Design and Construction of River Training and Control Works for Road Bridges IRC : 90-1985 IRC : 93-1985 IRC : 94-1986 Guidelines for Selection, Operation and Maintenance of Bituminous Hoi Mix Plant Guidelines on Design and Installation of Road Traffic Signals Specifications for Dense Bituminous Macadam IRC : SP :11-1977 Handbook: of Quality Control for Construction of Roads and Runways (First Revision) IRC :SP:31-1986 IRC : HRB: Special Report 11, 1992 New Traffic Signs Ministry of Shipping & Transport (Roads Wing) Handbook on Road Construction Machinery (1985) IRC Highway Research Board, State of the Art: Granular and Bound Bases and Sub-Bases
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: ecording shall be done in the prese
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
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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
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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
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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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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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