Client Name Project QP NO. : Package - REV. NO.: 1 Contract No DATE: PAGE: 2 3 4 5 6 7 8 9 10 1.0 1.1 1.1.1 Particle Size & Shape (Sieve analysis, flakiness index, elongation index including visual inspection. Sieves (confirming to IS-460-1962) , balance, Oven, Thickness gauge, Length Gauge, Metal Scoop etc B Physical one test per 100 cum/ change of source whichever is earlier SR/LB Results should be as per request of design mix subjected to verification within the limits specified in relevant IS code Check by RITES. 1.1.2 Deleterious materials & organic impurities Balance, Sieve (confirming to IS- 460-1962) etc. B Lab analysis & Physical To be done twice per source. Once at the starting, another in the middle SR/LB/ Test Report Experts opinion regarding suitability of the aggregates shall be obtained from any specialist institute, Results will be reported nearest to 0.1% for clay lumps Check by RITES 1.1.3 Determination of specific gravity , water absorbtion, bulk density and voids Balance, Sieve (confirming to IS- 460-1962) etc. B Physical Once in twelve weeks/ 500 cum or change of source whichever is earlier SR/LB/ Test Report These tests shall be carried out while establishing design mix & results be intimated. RITES 1.1.4 Determination of Crushing value, Determination of impact value Standard Apparatus for these test shall be used A Physical To be done twice per source. Once at the starting, another in the middle SR/LB/ Test Report These tests shall be carried out while establishing design mix & results be intimated. RITES to check 1.1.5 Moisture content Balance, Sieve( confirming to IS-460- 1962) and Oven etc. B Physical Once for each stack of 100 Cu.M. or part there of Except during monsoon when this has to be done every day before start of concreting SR/LB Accordingly water content of the concrete will be adjusted. These tests shall be carried out while establishing design mix & results be intimated. RITES to check 1.1.6 Soundness Reagents (sodium Sulphate or Magnesium Sulphate) B Chemical/ Physical To be done twice per source. Once at the starting, another in the middle. SR/LB/ Test Report These tests shall be carried out while establishing design mix & results be intimated. RITES to check 1.2 Fine aggregate 1.2.1 Bulkage, bulk density, surface moisture & water absorption As per IS Code B Physical Bulkage & surface moisture to be done everyday before starting the work. Bulk density & water absorption to be done once in twelve weeks/ 500 cum or change of source whichever is earlier SR/LB/TR Volume of sand and weight of water shall be adjusted as per bulk and moisture content RITES to check Sl. No Characteristics / instruments Class of check Activity and Operation Format of Record Remarks/ Precautions IS: 2386 Part-V, (for test procedure), IS:383 (for permissible value)/TS IS: 2386 Part-IV, (for test procedure), IS:383 (for permissible value)/TS LEGEND: DOC. NO.: REV- RITES Ltd An ISO 9001-2000 Company QUALITY ASSURANCE PLAN QUALITY ASSURANCE PLAN QUALITY ASSURANCE PLAN QUALITY ASSURANCE PLAN Construction Agency ITEM : Civil Work Name of work : Balance work for the Construction of an Elevated Road Corridor from Park Circus to EM Byepass near Parama Island (excluding the Park Circus ROB) IS: 2386 (Part III), IS:383/ TS Reference Documents 1 IS:2386 Part-III IS : 456 IS : 383/TS IS: 2386 Part-I, (for test procedure), IS:383 (for permissible value)/TS IS: 2386 Part-II, (for test procedure), IS:383 (for permissible value)/TS Coarse Aggregate for concrete and filters CONCRETING WORK IS: 2386 Part-III, (for test procedure), IS:383 (for permissible value)/TS Acceptance Norms Type of check Quantum Of check Legend to be used: Class # : A = Critical, B=Major, C=Minor; SR,TR,MfrTC