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

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3 Open graded premix surfacing/closing graded premix surfacing 4. Bituminous macadam temperature of binder at application rate of spread of materials percentage of fractured faces quality of binder aggregate impact value/los angeles abrasion value flakiness index and elongation index -dostripping value water absorption of aggregates water sensitivity of mix grading of aggregates soundness (magnesium and sodium Sulphate polished stone value temperature of binder at application binder content rate of spread of mixed material percentage of fractured faces quality of binder aggregate impact value/los angeles abrasion value flakiness index and elongation index stripping value water sensitivity of mix One test per 500m3 and not less than two test per day. regular control through checks of layer thickness same as mentioned under serial no.2 same as mentioned under serial no.1 same as mentioned under serial no.2 same as mentioned under serial no.2 same as mentioned under serial no.2 -do- Two tests per day per plant both on the individuals constituent and mixed aggregates from the dryers. grading of aggregates water absorption of aggregates soundness (magnesium and sodium Sulphate percentage of fractured faces at regular close intervals One test per 500 m 2 of work and not less than two tests per day. when gravel is used one test per 50m 3 of aggregates same as mentioned under serial no.1 same as mentioned under serial no.2 same as mentioned under serial no.2 same as mentioned under serial no.2 same as mentioned under serial no.2 same as mentioned under serial no.2 same as mentioned under serial no.2 as required as required same as in serial no.2 same as mentioned under serial no.2 same as mentioned under serial no.2
5. 6. Bituminous penetration macadam/built up spray grout. Dense bituminous macadam/semi dense bituminous concrete/Bituminous concrete binder content and aggregate grading controlling of temperature of binder and aggregate for mixing and of the mix at the time of laying and rolling rate of spread of mixed material density of compacted layer Quality of binder Aggregate impact value / los angeles abrasion value Flakiness index and elongation index Striping value Water absorption of aggregates water sensitivity of mix Aggregate grading soundness (magnesium and sodium Sulphate) Percentage of fractured face Temperature of binder at application Rate of spread of binder Quality of binder Aggregate impact value/los angeles abrasion value Flakiness index and elongation index Striping value Soundness (magnesium and sodium Sulphate) Water absorption of aggregates Sand equivalent test Plasticity index Polished stone value Percentage of fractured faces Mix grading periodic subject to minimum of two tests per day per plant at regular close intervals regular control thorough checks of layers thickness one test per 250m 2 of area same as mentioned under serial no.1 one test per 200 m 3 of aggregates same as mentioned under serial no.2 same as serial no.2 same as serial no.2 one test per 100 m 2 of aggregates same as mentioned under serial no.2 same as mentioned under serial no.2 at regular close interval same as mentioned under serial no.2 same as mentioned under serial no.2 same as mentioned under serial no.2 -do- -do- same as mentioned under serial no.2 same as mentioned under serial no.2 same as serial no.2 As required As required As required for semi dense bituminous concrete/bituminous concrete same as mentioned under serial no.2 one set of tests on individual constituents
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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
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: Normally, the maximum layer thickne
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
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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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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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