SMEC INTERNATIONAL Pty. Ltd. Daily Activity Report of Project Site Engineer - TPQC 1. Name of Contractor Agency : G.V.R. Agency 2. Package No :2 3. Location-Chainage : 29.291 to 59.466 km 4. Date : 30- 03- 2012 Team Present: Sl.No. Irrigation Department 1 Papa Rao AEE 2 Rajashekar AE Contractor Ramesh (Site Engineer) 3rdParty QC &QA Bhanu Prakesh(PTI) 1. Description of Work:Preparation of sub grade and laying of cc lining R/S slope is in progress @ km 119.500 to 120.800 km R/S slope. A). Earth Work, Sub-grade, Banking. B). CC Lining – Bed, Right side and Left side slopes. C). Shot creting – L/S, R/S walls. D). Structures – Foundation level, Sub-Structure, Super Structure. 2. Visual Observations:- Testing the sub grade and cc lining thickness have been verified as 108mm and observed the slump test 50mm concrete temperature 380c and 6 cubes are being casted. A) EARTH WORK 1). Type of Sub-grade (Soil, Rock) 2). Free of Stumps 3). Method of consolidation of Embankment NO WORK 4). Objectionable materials 5). Method of compaction and moisturing of sub-grade 6) Benching. B) CC LINING 1) Graded Filter : Maintained 2) Porous Plugs : Maintained 3) Profile walls : Maintained 4) Method of laying concrete: Pavar method 5) Under drainage provisions in the bed : 6) P.V.C strips : Maintained 7) Bed level etc. C)SHOT CRETING 1) Type of sub-grade. 2) Cleaning of sub-grade NO WORK 3) Filling of deep cuts 4) Proportion of concrete mix and plasticizers 5) Number of layers and their thickness 6) Reinforcement grid D) STRUCTURES 1) Verification with Approved Drawings. 2) Type of foundation strata 3) Foundation level, 4) SBC as per design drawings as per execution. 5) Dimensions of foundation as per design and mark out NO WORK 6) Grade of concrete 7) Maximum size of C.A. 8) Method of Concrete Manufacturing 9) Reinforcement No of tests to be 10% to be 3. Field Tests Conducted:done by agency done by TPQC a) FDD/FMC Test for Earth Work b) Thickness of lining…………………........................ 1/300m³ c) CC cubes casting As per d) slump test at Batching Plant and at site requirement e) Aggregates Testing As per required f) Bulkage 4/50 m³ g) Silt content 1/150m³ h)Permeability (Japanese method) 1/150m³ i) Flakiness Index 1/150m³ k) Elongation Index 1/3m 1/150m³ 1/150m³ Tests done by TPQC 4. Deficiencies and Suggestions if any :Field dry density and Field moisture content tests are conducted and Observed the compaction efficiency is 96.723% @119.900 km R/S slope from top of 4meters. 5.Defective Work . 6. Compliance of Earlier Comments if any :------- Rep. of I&CADD Rep.Contractor PSE / PSM TPQC SMEC INTERNATIONAL Pty. Ltd. Daily Activity Report of Project Site Engineer - TPQC 1. Name of Contractor Agency : G.V.R. Agency 2. Package No :2 3. Location-Chainage : 29.291 to 59.466 km 4. Date : 26- 03- 2012 Team Present: Sl.No. Irrigation Department 1 Papa Rao AEE 2 Rajashekar AE Contractor Ramesh (Site Engineer) 3rdParty QC &QA Bhanu Prakesh(PTI) 2. Description of Work:Preparation of sub grade and laying of cc lining R/S slope is in progress @ km 56.000 to 56.100 km R/S slope. A). Earth Work, Sub-grade, Banking. B). CC Lining – Bed, Right side and Left side slopes. C). Shot creting – L/S, R/S walls. D). Structures – Foundation level, Sub-Structure, Super Structure. 2. Visual Observations:Testing the sub grade and cc lining thickness have been verified as 110mm and PVC strips are placed both longitudinally and horizontally and observed the concrete temperature is 400c and slump test are conducted slump value is 60mm and 6 cubes are being casted at km 56.100R/S. A) EARTH WORK 1). Type of Sub-grade (Soil, Rock) 2). Free of Stumps 3). Method of consolidation of Embankment NO WORK 4). Objectionable materials 5). Method of compaction and moisturing of sub-grade 6) Benching. B) CC LINING 1) Graded Filter : Maintained 2) Porous Plugs : Maintained 3) Profile walls : Maintained 4) Method of laying concrete: Pavar method 5) Under drainage provisions in the bed : 6) P.V.C strips : Maintained 7) Bed level etc. C)SHOT CRETING 1) Type of sub-grade. 2) Cleaning of sub-grade NO WORK 3) Filling of deep cuts 4) Proportion of concrete mix and plasticizers 5) Number of layers and their thickness 6) Reinforcement grid D) STRUCTURES 1) Verification with Approved Drawings. 2) Type of foundation strata 3) Foundation level, 4) SBC as per design drawings as per execution. 5) Dimensions of foundation as per design and mark out NO WORK 6) Grade of concrete 7) Maximum size of C.A. 8) Method of Concrete Manufacturing 9) Reinforcement No of tests to be 10% to be 3. Field Tests Conducted:done by agency done by TPQC a) FDD/FMC Test for Earth Work b) Thickness of lining…………………........................ 1/300m³ c) CC cubes casting As per d) slump test at Batching Plant and at site requirement e) Aggregates Testing As per required f) Bulkage 4/50 m³ g) Silt content 1/150m³ h)Permeability (Japanese method) 1/150m³ i) Flakiness Index 1/150m³ k) Elongation Index 1/3m 1/150m³ 1/150m³ Tests done by TPQC 4. Deficiencies and Suggestions if any :Field dry density and Field moisture content tests are conducted and Observed the compaction efficiency is 98.351% @56.050 km R/S slope from top of 4meters. 5.Defective Work . 6. Compliance of Earlier Comments if any :------- Rep. of I&CADD Rep.Contractor PSE / PSM TPQC