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10615.1 Frequency Chart for Testing of MaterialsDy.Ex. Engr.ANNEXURE- 'A'Sr.No Material Test Frequency ofTestingRemarks1. Sand i)ii)Fineness ModulusSilt ContentAt the beginning andif there is change insource.2. Metal i)ii)iii)iv)v)vi)vii)Crushing valueImpact valueAbrasion valueWater AbsorptionFlakiness IndexStripping valueGradationOne test per 200Cu.M. or part thereof.PWDHandBookI.S. 2386Part-II3. CementConcretei) Compressive Strength Upto 5 Cu.M.– 1 set6-15 Cu.M. – 2 sets16-30 - 3 sets31-50 - 4 sets51 & above - 4 sets+ One additional setfor each additional 50Cu.M. or part thereof.M.O.S.T.Specification1716.4. Cement i)ii)iii)iv)v)vi)Comp. StrengthInitial setting timeFinal setting timeSpecific GravitySoundnessFinenessOne test for eachconsignment of 50M.T. ( 1000 bags) orpart thereof. Butminimum one test foreach consignment.I.S. 26912269Signature of Contractor No. of corrections Executive Engineer
107Dy.Ex. Engr.5. Water BoundMacadami)ii)iii)iv)v)Aggregate ImpactvalueGradationFlakiness index &Elongation IndexAtterberg limits ofbinding materialAtterberg limits ofportion of aggregatespassing 425 Micron.1 test per 200 Cum.1 test per 100 Cum.1 test per 200 Cum.One test per 25 M 3of binding materialOne test per 100Cum.M.O.S.T.Specification Table900-3.6. Steel i)ii)iii)iv)Weight per meter.Ultimate tensile stressYield stressElongationOne test for eachconsignment7. Prime coat /tack coat / Fogsprayi)ii)iii)Quality of BinderBinder TemperatureRate of spread ofbinderNo. of samples perlot and tests as perIS-73, IS-217 and IS-8887 as applicable.At regular closeintervals.One test per 500 M 2and not less than twotests per day.M.O.S.T.Specification Table900-4.8. Seal Coat /SurfaceDressingi) Quality of Binder Same as mentionedunder Sr.No.6M.O.S.T.Specification Table900-4.Signature of Contractor No. of corrections Executive Engineer
- Page 64 and 65: 56Dy.Ex.Engr.CONDITIONS OF CONTRACT
- Page 66 and 67: 58Dy.Ex.Engr.** Note : The quantity
- Page 68 and 69: 60Dy.Ex.Engr.loss sustained by reas
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- Page 74 and 75: 66Dy.Ex.Engr.to the unexecuted part
- Page 76 and 77: 68Dy.Ex. Engr.P.W.D. ResolutionNo.
- Page 78 and 79: Contractor tosupply plant, ladder,s
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- Page 88 and 89: Method ofpaymentAcceptance ofcondit
- Page 90 and 91: 82Dy.Ex.Engr.GovernmentCircular No.
- Page 92 and 93: 84Dy.Ex.Engr.( Telephone No. 022 -2
- Page 94 and 95: 86ADDITIONAL CONDITIONS FOR MATERIA
- Page 96 and 97: 88Dy.Ex. Engr.After completion of t
- Page 98 and 99: 90Dy.Ex. Engr.Accompaniments to Gov
- Page 100 and 101: 92Dy.Ex. Engr.consideration for pre
- Page 102 and 103: 94Dy.Ex. Engr.ADDITIONAL GENERAL CO
- Page 104 and 105: 96be known) under whose control the
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- Page 110 and 111: 102Dy.Ex. Engr.provided by the Depa
- Page 112 and 113: 104Dy.Ex. Engr.2) Auto CAD, non-aut
- Page 116 and 117: 108Dy.Ex. Engr.9. Open gradedpremix
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- Page 120 and 121: 112Dy.Ex. Engr.binder content. All
- Page 122 and 123: any compensation on this behalf.114
- Page 124 and 125: 116Dy.Ex. Engr.14) Providing full l
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- Page 128 and 129: 120Dy.Ex. Engr.26.1 Unless separate
- Page 130 and 131: 122Dy.Ex. Engr.this respect will be
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- Page 138 and 139: 13029. PAYMENTS AND MEASUREMENTS :-
- Page 140 and 141: 132Dy.Ex. Engr.32.2 The contractor
- Page 142 and 143: excepted Risk.134Dy.Ex. Engr.37. AD
- Page 144 and 145: 136Dy.Ex. Engr.2. The contractor ha
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- Page 150 and 151: 142+.Gòú. +ÊvÉEòÉ®úÒ SÉÉ
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- Page 154 and 155: 146Dy.Ex. Engr.Rd.33.2 Road Diversi
- Page 156 and 157: 148Dy.Ex. Engr.plus 12 mm. For 25 m
- Page 158 and 159: Dy.Ex.Engr.Sr.NoName of Work :--Imp
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107Dy.Ex. Engr.5. Water BoundMacadami)ii)iii)iv)v)Aggregate ImpactvalueGradationFlakiness index &Elongation IndexAtterberg limits ofbinding materialAtterberg limits ofportion of aggregatespassing 425 Micron.1 test per 200 Cum.1 test per 100 Cum.1 test per 200 Cum.One test per 25 M 3of binding materialOne test per 100Cum.M.O.S.T.Specification Table900-3.6. Steel i)ii)iii)iv)Weight per meter.Ultimate tensile stressYield stressElongationOne test for eachconsignment7. Prime coat /tack coat / Fogsprayi)ii)iii)Quality of BinderBinder TemperatureRate of spread ofbinderNo. of samples perlot and tests as perIS-73, IS-217 and IS-8887 as applicable.At regular closeintervals.One test per 500 M 2and not less than twotests per day.M.O.S.T.Specification Table900-4.8. Seal Coat /SurfaceDressingi) Quality of Binder Same as mentionedunder Sr.No.6M.O.S.T.Specification Table900-4.Signature of Contractor No. of corrections Executive Engineer
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