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This document outlines the quality assurance plan for materials to be used on the Golden Panorama Luxury Apartments project in Bangalore. It lists 36 materials that will be tested, including cement, aggregates, bricks, steel, waterproofing membranes, tiles, and pipes. For each material, it specifies the tests to be conducted according to Indian codes, the contractor's responsibilities for testing frequency, and the project management consultant's roles in reviewing test reports and certificates. The overall goal is to ensure that all materials meet the necessary quality standards through a rigorous testing program.

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QUALITY ASSURANCE PLAN
QUALITY ASSURANCE PLAN Doc. NO. CONTRACTOR / PANORAMA/QAP/MAT Project : GOLDEN PANORAMA Luxury Apartments at BANGALORE. CLIENT : M/s. Golden Gate Properties Pvt. Ltd. Rev. – 0 PMC: FBA Consulting PMC QUALITY ASSURANCE PLAN – MATERIAL S. No. Material Test to be carried out Code of Testing CONTRACTOR Role / Frequency of test PMC Role / Frequency of test Code of Confirmation 1 Borrowed Soil, Natural Soil - MDD I S – 2720 -Per Source - Review of test reports I S – 2720 Compacted Earth - OMC - FDD - Per 250 M2 forroad work - Per 100M3 Back filling - Review of test reports - Random Witness 2 Cement (Physical Test ) - Initial Setting time - Final Setting Time - Compressive Strength - Consistency of standard cement Paste - Fineness - Soundness IS – 4031 - To be procured from approved Make. - Submission of MTC - Per source of Brand / - Per Week No./ - Per 1000 bag receiving - Review of MTC & Test reports IS – 8112-1989
S. No. Item Test to be carried out Code of Testing CONTRACTOR Role / Frequency of test PMC Role / Frequency of test Code of Confirmation Cement - (Chemical Test ) - Lime Saturation Factor - Ratio of Alumina to Iron Oxide - % Insoluble Residue - % magnesia - %Sulphuric Anhydride - % Loss of Ignition - Chloride - Tri calcium Aluminate IS – 4031 - To be procured from approved Brand - Submission of MTC - Per Source of Brand - Review of MTC & Test Reports IS – 8112-1989 3 Stone Aggregate 20 mm & 10 mm - Deleterious Material IS : 2386- 1963 Once Per Source - Review of test reports - Random Witness IS : 393-1970 - Sieve Analysis - Specific Gravity - Surface Moisture - Organic Impurities 50 M3 Receiving - Crushing Value - Abrasion Value - Aggregate Impact Value - Flakiness Index - Elongation Index Weekly
S. No. Item Test to be carried out Code of Testing CONTRACTOR Role / Frequency of test PMC Role / Frequency of test Code of Confirmation 4 Sand - Specific Gravity IS : 2386-1963 - Once Per Source - Review of test reports - Random Witness IS: 383-1970 - Sieve Analysis - Organic Impurities - Bulking of sand - 50 M3 Receiving - Silt Content CPWD Specification - Per Lot CPWD Specifications 5 Cement Concrete - Slum - Compressive Strength - Per 20 Cum - As Per IS 456 : 2000 - Witness - Review Test Report 6 Steel - (Physical Test) - Dimension & Unit weight - Ultimate tensile Strength - 0.2% Proof Stress - Elongation % - Bend & rebend test - (Chemical Test) - Carbon, - Sulpher - Phosphorus - Sulpher+Phosphorous IS: 1608-1972 IS : 1599-1974 - Submission of MTC - Once per Brand / - Once per Batch/ - Once Per 50 Mt Review of MTC & test reports IS : 1786-2008 7 Bricks - Dimensional Tolerance - Water Absorption - Compressive Strength - Efflorescence IS: 3495-1976 - Per Source/ - Per Brand / - Per 10,000 Bricks - Review of Test reports - Random Witness IS : 1077-1976 8 Water (construction Purpose ) All Tests as per IS : 456 IS – 3025 - Per Source - Every 3 Month - Review of test reports IS : 456
S. No. Item Test to be carried out Code of Testing CONTRACTOR Role / Frequency of test PMC Role / Frequency of test Code of Confirmation 9 Anti Termite All tests as per IS : 8944 IS – 6313 - Submission of MTC - Per Brand Review of MTC & test reports IS – 8944 10 EPDM Water Proofing & HDPE Board - Thickness, - Unit Weight - Tensile Strength - Ultimate Elongation % - Water Absorption - Tearing resistance - Liner Dimension Change - Hardness - Puncture resistance ASTM D412 D471 D624’ D 1204 D 2240 E 154 - To be procured from approved Make. - Submission of MTC - Per Brand/ - Per 1000 M² Review of MTC & Test reports ASTM D412 D471 D624’ D 1204 D 2240 E 154 12 Admixture - Workability - Setting Time - Bleeding - Air Permeability - Compressive Strength - Flexural strength - Chemical composition IS- 9103 - To be procured from approved Make. - Submission of MTC - Per 1 Tonne Review of test reports & MTC IS- 9103 13 RCC Pipe - Permeability - Dimensional Test - Hydrostatic Pressure - Water Absorption IS – 458 - Submission of MTC -Factory Testing  Per Dia /  Per 100 Rm Review of MTC & test reports Randomly Witness IS – 458
S. No. Item Test to be carried out Code of Testing CONTRACTOR Role / Frequency of test PMC Role / Frequency of test Code of Confirmation 14 Bitumen Impregnated fiber board - Compression - Extrusion - Water Absorption - Density - Bitumen Content IS : 10566- 1983 - Per Batch - Per 100 Sqm Review of test reports IS : 1838 15 Glazed Tiles/ Vitrified tiles /Alkali Resistance Tile - Dimensions and surface Quality - Physical Properties - Chemical Properties IS : 777 / IS : 13630 To be procured from approved Make. Per Batch / Per 3 000 Nos Review of test reports IS :4457 IS :15622 IS:13712 16 Marble/ Granite /Kota Stone - Thickness - Moisture Absorption - Hardness - Specific Gratuity IS : 1122-1974 IS : 1124-1974 Per Type Per 100 sqm/ Per lot receiving. Review of test reports IS : 1130-1969 IS : 3316
S. No. Item Test to be carried out Code of Testing CONTRACTOR Role / Frequency of test PMC Role / Frequency of test Code of Confirmation 17 Footpath Tiles/ Paver Blocks - Water absorption - Crushing strength - Hardness Relevant IS Code - Per Branch/ - Per 10,000 Nos Review of test report IS : 15638 18 Wood / Door Frame - Moisture Content As per CPWD specification IS : 3364 - Per Source / - Per 1 Cum Review of Test reports IS : 190-1974 19 Flush Door - End Immersion test - Knife Test - Glue adhesion test IS 2202 Appendix F - Per Brand/ - Per 50 Nos Review of Test reports IS 2202:1999 20 Mortice Lock - Testing of Spring IS 2209 Appendix ‘G’ - Per Brand - Per 100 Nos Review Test Reports IS 2202 21 Glass - Distribution of Allowable Defects (Gaseous Inclusions, Open Gaseous Inclusions, Knots, Dirts and Stones, Scratches, Rubs and Crush, Reams, Strings and Lines, Waviness, Sulphur Stains, Corner Breakage and Chip) - Cluster of defects - Thickness - Warp - Fragmentation Test - Resistance to Shock Test - IS: 2835-1987 IS: 2835-1987 IS: 2553-1990 IS: 2553-1990 IS: 2553-1990 IS: 2553-1990 To be procured from approved Make. Submission of MTC Per 500 Sqm Review of MTC & test reports Relevant IS Code
22 Laminated Sunmica - Resistance to immersion boiling water - Resistance to dry heat - Dimensional Stability - Resistance to impact - Resistance to Scratching - Resistance to stem IS 2046 To be procured from approved Make Submission of MTC Per 1000 Sqm Review of MTC & test reports IS 2046:1995 23 Aluminum sections - Thickness of anodic / powder coating - 0.2% proof stress, - Tensile strength - Elongation Relevant IS Code - To be procured from approved Make. - Per Brand / - Per 5 MT Review of Test Reports IS:733-1975 IS : 1285-1975 24 Stainless steel - Tensile Strength - Yield Stress - Elongation - Mass per meter IS: 1608-2005 To be procured from approved Make. Submission of MTC Per 5 MT Review of MTC & test reports IS: 1608-2005 25 ACP - Aluminum Thickness - Compressive Strength - Tensile Strength - Water resistance - Fire Resistance Relevant IS Code To be procured from approved Make. Submission of MTC Per 500 Sqm Review of MTC & test reports ASTM D-638
26 Gypsum Board for false ceiling - Dimension - Transverse strength - Mechanical & Chemical Properties of Supporting material IS : 2542-1981 To be procured from approved Make. Once for 1000 Sqm Review of test reports IS : 2095-1982 27 Pre-coated metal False ceiling & Panel - Chemical Tests - Mass of Zinc Coating - Bend Test - Pencil Hardness Test - Impact Resistance Test - Cross Hatch Test - Mechanical & Chemical Properties of Supporting material IS: 513:2008 IS277 To be procured from approved Make. Submission of MTC Per 1000 Sqm Review of MTC & test reports IS:14246-1995
S. No. Item Test to be carried out Code of Testing CONTRACTOR Role / Frequency of test PMC Role / Frequency of test Code of Confirmation 28 Coarse Aggregate for (WBM, Premix Carpet Asphalt Concrete) - Gradation - Los Angles Abrasion Value - Specific Gravity - Water absorption IS : 2386 BIS : 812 IS : 6241 Per Source Per 50 Cum Review of Test reports Randomly witness IRC/ Morth 29 Binder (Bitumen ) - Specific Gravity - Flash Point - Softening Point - Penetration - Ductility - Loss on heating IS: 1202-1978 IS: 1209-1978 IS: 1205-1978 IS: 1205-1978 IS: 1208-1978 IS: 1212-1978 Submission of MTC Per source Review of MTC & test reports IS : 73-1961 30 Open graded carpet / BM/ BC - Job Mix - Sieve Analysis - Temperature - Marshal stability - Flow Value test - Percent Air voids - Density of compacted layer MORTH Submission of job mix design Core test per 250 Sqm Review of Test reports Randomly witness IS : 73/ MORTH 31 Kerb stone - Transverse Strength - Water Absorption Appendix-A Appendix-B To be procured from approved Make. Submission of MTC Per 1000 Nos Review of MTC & test reports IS: 5758-1984
32 GI pipe - Dimensions - Mass per meter - Visual Test - Uniformity of Zinc Coating - Adhesion Test - Tensile Strength - Elongation on guage length - Bend Test - Mass of Zinc Coating - Chemical Analysis IS: 1239(Pt-I)- 2004 IS:2629-1985 IS:2633-1986 IS:2629-1985 IS:1608-2005 IS:1608-2005 IS:2329-1985 IS:6745-1972 IS: 228 To be procured from approved Make Submission of MTC Per Dia. Per 1000 Rmt Review of MTC & test reports IS: 1239-2004 IS: 4736-1986 33 CI Pipe - Hammer Test - Brinell Hardness Test - Hydrographic Test - Dimension Test - Coating Test IS 1500 To be procured from approved Make Submission of MTC Per Dia. Per 1000 Rmt Review of MTC & test reports IS: 3989-1984 34 SW pipe - Hydrographic Test - Water Absorption - Resistance to acids - Resistance to alkalies - Crushing Strength - Dimensions IS: 651-1992 To be procured from approved Make Submission of MTC Per Dia. Per 1000 Rmt Review of MTC & test reports IS: 651-1992 35 PVC pipe - Dimensions - Visual Appearance - Opacity - Effect on Water - Reversion Test - Density - Sulphated Ash IS: 4985-2000 To be procured from approved Make Submission of MTC Per Dia. Per 1000 Rmt Review of MTC & test reports IS: 12235 IS: 133660
- Hydrostatic Pressure 36 CPVC pipe - Dimensions - Visual Appearance - Flattening Test - Hydrostatic Pressure Test - Reversion Test ASTM D2846 ASTM D2846 ASTM D2846 ASTM D2846 IS: 12235 To be procured from approved Make Submission of MTC Per Dia Per 1000 Rmt Review of MTC & test reports ASTM D 2846 IS: 4985-2000 37 HDPE pipe - Dimension Test - Construction - Compression Test - Impact Test - Bend Test Relevant IS Code To be procured from approved Make Submission of MTC Per Dia. Per 1000 Rmt Review of MTC & test reports IS: 14930
INSPECTION AND TEST PLAN
INDEX SL. NO. Name Of Activity Document No. 1 Inspection and test plan for Surveying. PANORAMA/ITP-CIVIL/01 2 Inspection and test plan for Earthwork. PANORAMA/ITP-CIVIL/02 3 Inspection and test plan for Filling of earth/ Borrowed earth. PANORAMA/ITP-CIVIL/03 4 Inspection and test plan for PCC PANORAMA/ITP-CIVIL/04 5 Inspection and test plan for RCC (Sub- Structure) PANORAMA/ITP-CIVIL/05 6 Inspection and test plan for RCC (Super- Structure) PANORAMA/ITP-CIVIL/06 7 Inspection and test plan for Brick Work PANORAMA/ITP-CIVIL/07 8 Inspection and test plan for Plastering Work PANORAMA/ITP-CIVIL/08 9 Inspection and test plan for Flooring Work PANORAMA/ITP-CIVIL/ 09 10. Inspection and test plan for Doors/Windows PANORAMA/ITP-CIVIL/10 11 Inspection and test plan for Painting Work PANORAMA/ITP-CIVIL/11 12 Inspection and test plan for False Flooring PANORAMA/ITP-CIVIL/12
INSPECTION AND TEST PLAN Doc No. PANORAMA/ITP- CIVIL/01 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. CLINT : M/s. Golden Gate Properties Pvt. Ltd. Rev. No. – 00 PMC : FBA Consulting PMC INSPECTION AND TEST PLAN FOR SURVEYING S. No. Activity/ Description CONT RACT OR PMC Documents to be submitted 1 Calibration certificates of Survey Equipments WC RW Calibration Certificate 2 Establishment of control pillars & Bench Marks. WC S 3 Co-ordinates of Control Points. WC W 4 Checking Layout & Level. WC S Level Book 5 Preparation of Drawing of Spot levels and layout WC S Drawing LEGEND HP - HOLD POINT WC - 100% EXAMINATION BY CONTRACTOR W - WITNESS POINT RM - RANDOM CHECKING RW - REVIEW OF CONTRACTOR’S DOCMENTATION S - SURVEILLANCE INSPECTION BY OWNER/PMC
INSPECTION AND TEST PLAN Doc. No. PANORAMA /ITP-CIVIL/02 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. CLINT : M/s. Golden Gate Properties Pvt. Ltd. Rev. No.-00 PMC : FBA Consulting PMC INSPECTION AND TEST PLAN FOR EARTH WORK S. No. Activity/ Description CONTRACTOR PMC Documents to be submitted 1 Marking for Excavation WC S 2 Taking Initial Ground Levels WC W Level Book 3 Barricading of area and other safety measures WC S 4 Check existing service/ obstacle encountered (cables pipes, conduits Etc.) WC W 5 Slope of Excavation, benching & Overburden WC S 6 Check for Subsoil water & dewatering if required WC S 7 Excavation WC S 8 Dressing of bottom level of excavation & Compaction WC W 9 Checking the excavated levels as per drawing WC W Level Book 10 Dressing & leveling of disposed soil WC S 11 Disposal of debris, if found WC W Joint record LEGEND HP - HOLD POINT WC - 100% EXAMINATION BY CONTRACTOR W - WITNESS POINT RM - RANDOM CHECKING RW - REVIEW OF CONTRACTOR’S DOCMENTATION S - SURVEILLANCE INSPECTION BY OWNER/PMC
INSPECTION AND TEST PLAN Doc. No. PANORAMA /ITP-CIVIL/03 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. CLINT : M/s. Golden Gate Properties Pvt. Ltd. Rev. No. – 00 PMC : FBA Consulting PMC INSPECTION AND TEST PLAN FOR FILLING OF EARTH/ BORROWED EARTH S. No. Activity/ Description CONTRACTOR PMC Documents to be submitted 1 Approval of material/ selected earth for filling WC S MDD Test Report 2 Check for treatment of soil, if any WC W 3 Check initial ground levels before start of filling WC S Level Book 4 Filling the soil in specified layers, watering & compaction of soil WC RW 5 Review of Calibration Certificate of testing instruments WC RW Calibration Certificate 6 Compaction test (FDD) for each layer for specified area as per QAP. WC S N005-06/ F-13,F- 20 7 Filling to required level, check the top level as per approved construction Joint. WC S Level Book LEGEND HP - HOLD POINT WC - 100% EXAMINATION BY CONTRACTOR W - WITNESS POINT RM - RANDOM CHECKING RW - REVIEW OF CONTRACTOR’S DOCMENTATION S - SURVEILLANCE INSPECTION BY OWNER/PMC
INSPECTION AND TEST PLAN Doc. No. PANORAMA /ITP-CIVIL/04 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. CLINT : M/s. Golden Gate Properties Pvt. Ltd. Rev. No. -00 PMC : FBA Consulting PMC INSPECTION AND TEST PLAN FOR PLAIN CEMENT CONCRETE S. No. Activity/ Description CONTRACTOR PMC Documents to be submitted 1 Checking layout and compaction of sub grade. WC S MTC/ Lab and Field test Report - N005-06/F-13, N005-06/F-23. 2 Checking of material including water WC S 3 Calibration of weigh batcher/ batching plant WC W Calibration Report 4 Mix Proportion & use of water proofing material if any WC S 5 Check for shuttering , dewatering if any WC W N005-06/F-19 6 Checking of level pads and reduced levels as per drawing WC W 7 Concreting works as per specification. WC S 8 Finishing & checking of top level and thickness of PCC WC W N005-06/F-19 9 Curing WC S LEGEND HP - HOLD POINT WC - 100% EXAMINATION BY CONTRACTOR W - WITNESS POINT RM - RANDOM CHECKING RW - REVIEW OF CONTRACTOR’S DOCMENTATION S - SURVEILLANCE INSPECTION BY OWNER/PMC
INSPECTION AND TEST PLAN Doc. No. PANORAMA /ITP-CIVIL/05 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. CLINT : M/s. Golden Gate Properties Pvt. Ltd. Rev. No. -00 PMC : FBA Consulting PMC INSPECTION AND TEST PLAN FOR RCC (Sub-Structure) S. No. Activity/ Description CONTRACTOR PMC Documents to be submitted 1 Approval of materials WC W MTC/ Test Reports 2 Calibration certificate of instruments, testing equipments WC RW 3 Checking of layout & condition of underneath PCC/ Leveling course WC W 5 Confirmation of Mix proportion after Design of mix & trial Mix at site. WC RW/HP Mix design 6 Check for Sub-soil water & dewatering arrangement, if any WC S 7 Check for line & level of shuttering with shutters condition including number of repetition, Cleaning & Oiling properly to each shutter/board and its rigidity. WC S 8 Verification of dimensions WC W 9 Reinforcement & covers to reinforcement WC W 10 Inserts Anchor bolts & Pipe sleeves, pockets, dowels etc. WC S 11 Check for obstacle encountered (Electrical conduits, pipeline etc.) WC S 12 Submission of pour card WC HP N005-06/F-19 LEGEND HP - HOLD POINT WC - 100% EXAMINATION BY CONTRACTOR W - WITNESS POINT RM - RANDOM CHECKING RW - REVIEW OF CONTRACTOR’S DOCMENTATION S - SURVEILLANCE INSPECTION BY OWNER/PMC
INSPECTION AND TEST PLAN Doc. No. PANORAMA /ITP-CIVIL/05 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. CLINT : M/s. Golden Gate Properties Pvt. Ltd. Rev. No. -00 PMC : FBA Consulting PMC S. No. Activity/ Description CONTRACTOR PMC Documents to be submitted 13 Check for pouring arrangement WC S 14 Check for safety and lighting arrangements WC S 15 Concreting, testing, compaction & finishing WC S 16 Checking of Slump WC W 17 Casting of Cubes WC W 18 Curing for a period of 14 days WC S 19 Testing of cubes WC W N005-06/F-08 20 Removal of shuttering WC S 21 Check for water tightness, rendering if any WC S LEGEND HP - HOLD POINT WC - 100% EXAMINATION BY CONTRACTOR W - WITNESS POINT RM - RANDOM CHECKING RW - REVIEW OF CONTRACTOR’S DOCMENTATION S - SURVEILLANCE INSPECTION BY OWNER/PMC
INSPECTION AND TEST PLAN Doc. No. PANORAMA /ITP-CIVIL/06 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE CLINT : M/s. Golden Gate Properties Pvt. Ltd. Rev. No. -00 PMC : FBA Consulting PMC INSPECTIONAND TEST PLAN FOR RCC (SUPER STRUCTURE) S. No . Activity/ Description CONT RACT OR PMC Documents to be submitted 1. Approval of materials WC RW MTC & Test Reports 2. Concept & design of Shuttering WC RW Shuttering Design 3. Checking of layout. WC S 4. Proper chipping of construction joint removing all loose aggregate. Applying jointing material over construction joint if any. WC S 5. Mix design/Ready mix concrete WC RW/ HP Lab report of Mix Design 6. Check the alignment including size & diagonals of shutting and level of shuttering. Check condition of ply & plates. Cleaning and oiling to shuttering. Filling gaps if any. Ensure sufficient wooden/MS battens to the ply. Confirm proper supporting arrangement. WC S 7. Check scaffolding includes size/ thickness of members & spacing between members as per given design. Verticality of vertical members (Props), firm Horizontal/cross bracing, Jacks are properly tighten, base plates supports on firm surface. Hoisting arrangements. WC S 8. Check for Rubber liner shuttering if any WC S 9. Verification of dimensions WC S 10. Reinforcement & cover to reinforcement WC W 11. Inserts, bolts, pipe sleeves, MS rungs, concealed electrical conduits, fan hooks, dowels, etc. including welding if any WC S
INSPECTION AND TEST PLAN Doc. No. PANORAMA /ITP-CIVIL/06 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. CLINT : M/s. Golden Gate Properties Pvt. Ltd. Rev. No. -00 PMC : FBA Consulting PMC S. No. Activity/ Description CONT RACT OR PMC Documents to be submitted 12. Pockets/ openings WC W 13. Expansion joints, if any WC S 14. Check for water stops, slopes, stoppers, if any WC S 15. Ensure proper functionality all electrical & mechanical equipments viz. concrete pump, transit mixers, Vibrators & Nozzles etc. WC S 16. Check for safety and lighting arrangements WC S 17. Filling of Pour Card WC HP N005-06/F-19 18. Check for pouring arrangement in case of RMC WC S 19. Concreting, testing, compaction & finishing WC S 20. Checking of Slump WC W 21. Casting of cubes WC W 22. Curing for a period of 14 days WC S 23. Testing of cubes WC W 24. Removal of formwork/ staging WC S N005-06/F-08, 25. Hacking the exposed surface if necessary WC S 26. Check for water tightness, rendering, if any WC S LEGEND HP - HOLD POINT WC - 100% EXAMINATION BY CONTRACTOR W - WITNESS POINT RM - RANDOM CHECKING RW - REVIEW OF CONTRACTOR’S DOCMENTATION S - SURVEILLANCE INSPECTION BY OWNER/PMC
INSPECTION AND TEST PLAN Doc. No. PANORAMA /ITP-CIVIL/07 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. CLINT : M/s. Golden Gate Properties Pvt. Ltd. Rev. No. -00 PMC : FBA Consulting PMC INPECTION TEST PLAN FOR BRICK WORK S. No. Activity/ Description CONTRACTOR PMC Documents to be submitted 1. Approval of material WC W N005-06/ F-09. 2. Cleaning of surface WC S 3. Soaking of bricks WC S 4. Cement mortar proportion/ Water cement Ratio WC S 6. Check for thickness of Brick Work/ Locations of Doors & Window WC S 7. Staging & scaffolding WC S 8. Hacking of concrete surface/Cement Punning to the concrete surface. WC S 9. Check for bond/closers, thickness of joints, and height of masonry work in a day. WC S 10. Line, level & plumb. WC S 11. Reinforcement in Brick work as per SOR WC S 12. Raking out joints, keys in brick work, if any. WC S 13. Check for RCC bonds/Reinforcement/PCC flooring, in case of partition brick work WC S 14 Embedment of fixtures WC S 15 Curing for a period of 7 days WC S LEGEND HP - HOLD POINT WC - 100% EXAMINATION BY CONTRACTOR W - WITNESS POINT RM - RANDOM CHECKING RW - REVIEW OF CONTRACTOR’S DOCMENTATION S - SURVEILLANCE INSPECTION BY OWNER/PMC
INSPECTION AND TEST PLAN Doc. No. PANORAMA /ITP-CIVIL/08 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. CLINT : M/s. Golden Gate Properties Pvt. Ltd. Rev. No. -00 PMC : FBA Consulting PMC INSPECTION AND TEST PLAN FOR PLASTERING WORK S. No. Activity/ Description CONTRACTOR PMC Documents to be submitted 1 Curing of area for plaster before 12 hours of start of plaster work. WC S 2 Approval of material WC W N005-06/ F-16, F- 22 3 Check for completeness of all hidden jobs like piping, conducting. WC S 4 Sample preparation for finish and its approval. WC W 5 Fixing of Chicken Mesh as applicable WC W 6 Hacking and cleaning the surface, removing loose particles, wetting the surface. WC S 7 Preparation of mortar as per SOR including addition of water proofing compound if necessary. WC S 8 Checking level pads. WC S 9 Checking thickness of plastering work, plumb and even surface. WC W 10 Check for grooves, openings, plumb and even surface. WC S 11 Curing for a period of 7 days WC S LEGEND HP - HOLD POINT WC - 100% EXAMINATION BY CONTRACTOR W - WITNESS POINT RM - RANDOM CHECKING RW - REVIEW OF CONTRACTOR’S DOCMENTATION S - SURVEILLANCE INSPECTION BY OWNER/PMC
INSPECTION AND TEST PLAN Doc. No. PANORAMA /ITP-CIVIL/09 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. CLINT : M/s. Golden Gate Properties Pvt. Ltd. Rev. No. -00 PMC : FBA Consulting PMC INSPECTION AND TEST PLAN FOR FLOORING WORK S. No. Activity/ Description CONTRACTOR PMC Documents to be submitted 1 Cleaning the surface for flooring WC S 2 Approval of flooring material by shade, colour & design pattern and field test results also material for mortar. WC RW/HP Lab Reports, N005-06/ F- 24, F-25 3 Checking thickness of Tiles / Marble / Granite at site. WC W Register 4 Checking of underneath floor level & Finished floor level as per drawing. WC S 5 Check design pattern as per the drawing of decorative/marble flooring before actual lying. WC S 6 Checking mortar proportion & thickness WC S 7 Checking the Joint & filling of required colour pigments in joint WC S 8 Checking the thickness of the flooring Checking the Level/slope. WC S 9 Laying of tiles/marble. WC S 10 Checking the polishing at required degree /smoothness. WC S 11 Curing for a period of 7 days WC S 12 Cleaning floored surface. WC S LEGEND HP - HOLD POINT WC - 100% EXAMINATION BY CONTRACTOR W - WITNESS POINT RM - RANDOM CHECKING RW - REVIEW OF CONTRACTOR’S DOCMENTATION
INSPECTION AND TEST PLAN Doc. No. PANORAMA /ITP-CIVIL/10 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. CLINT : M/s. Golden Gate Properties Pvt. Ltd. Rev. No. -00 PMC : FBA Consulting PMC INSPECTION AND TEST PLAN FOR DOORS / WINDOWS Sl. No. Activity/ Description CONTRACTOR PMC Documents to be submitted 1 Checking the material and its test report WC RW LAB REPORT 2 Check for sections & dimensions WC W 3 Section joinery details WC S 4 Checking dimensions of the window/Doors WC W 5 Grouting with lugo/dash fasteners WC S 6 Checking of Hold Fasteners. WC S 7 Checking of anchorage and fixing of hold fasteners & rubber gas kit WC S 8 Check for thickness & type of glazing WC W 9 Checking of Pataam. WC W 10 Checking of Facia WC S 11 Checking of plumb/levels WC S 12 Shade of pints, no. of coats including surface preparation. WC S LEGEND HP - HOLD POINT WC - 100% EXAMINATION BY CONTRACTOR W - WITNESS POINT RM - RANDOM CHECKING RW - REVIEW OF CONTRACTOR’S DOCMENTATION S - SURVEILLANCE INSPECTION BY OWNER/PMC
INSPECTION AND TEST PLAN Doc. No. PANORAMA /ITP-CIVIL/11 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. CLINT : M/s. Golden Gate Properties Pvt. Ltd. Rev. No. -00 PMC : FBA Consulting PMC INSPECTION AND TEST PLAN FOR PAINTING Sl no. Activity/Description CONTRACTOR PMC Documents to be submitted 1. Surface preparation WC S 2. Firm scaffolding and covering of Floor to avoid marks of paint on tiles. WC S 3. Checking colour scheme WC RW/HP 4. Approval of material WC RW Procurement from approved make – Purchase proof 5. Checking type/Quality of putty/primer/paint/putty. WC S 6. Checking and matching of colour coats/pattern/texture. Uniformity in appearance and desired finish. WC S 7. Checking number of coats/thickness. WC S 8. Curing if required. WC S LEGEND HP - HOLD POINT WC - 100% EXAMINATION BY CONTRACTOR W - WITNESS POINT RM - RANDOM CHECKING RW - REVIEW OF CONTRACTOR’S DOCMENTATION S - SURVEILLANCE INSPECTION BY OWNER/PMC
INSPECTION AND TEST PLAN Doc. No. PANARAMA /ITP-CIVIL/12 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. CLINT : M/s. Golden Gate Properties Pvt. Ltd. Rev. No. -00 PMC : FBA Consulting PMC INSPECTIONAND TEST PLAN FOR FALSE CEILING WORK Sl no. Activity/Description CONTRACTOR PMC Documents to be submitted 1 Checking/testing of material WC W/RW MTC/ Lab test report 2 Checking of rendering of slab WC S 3. Clearance of services above false ceiling WC S 4. Checking of BoFC level as per drawing WC S 5. Checking hanging arrangement & grid arrangement WC S 6 Fixing of false ceiling tiles WC S 7 Marking, cutting & fixing of electrical & AC points as per drawing. WC W 8 Checking of final leveling & alignment. WC W 9 Removal plastic coating in case of metal tiles WC S 10 Filling of joints & painting in case of gypsum board WC S LEGEND HP - HOLD POINT WC - 100% EXAMINATION BY CONTRACTOR W - WITNESS POINT RM - RANDOM CHECKING RW - REVIEW OF CONTRACTOR’S DOCMENTATION S - SURVEILLANCE INSPECTION BY OWNER/PMC
INDEX – TEST PROCEDURE SR. NO. PROCEDURE NAME PROCEDURE NUMBER 1 DETERMINATION OF DRY DENSITY OF SOIL BY CORE CUTTER METHOD PANORAMA/TP - 01 2 PROCEDURE FOR COMPRESSIVE STRENGTH TESTING OF CONCRETE PANORAMA/TP - 02 3 PROCEDURE FOR DETERMINATION OF AGG. CRUSHING VALUE PANORAMA/TP - 03 4 PROCEDURE FOR DETERMINATION OF AGG. ELONGATION INDEX PANORAMA/TP - 04 5 PROCEDURE FOR DETERMINATION OF AGG. FLAKINESS INDEX PANORAMA/TP - 05 6 PROCEDURE FOR DETERMINATION OF AGG. SPECIFIC GRAVITY & WATER ABSORPTION PANORAMA/TP - 06 7 PROCEDURE FOR FIELD TEST TO DETERMINE SILT CONTENT IN SAND PANORAMA/TP - 07 8 PROCEDURE TO FILL CUBES OF FRESH CONCRETE PANORAMA/TP - 08 9 PROCEDURE FOR SAMPLING INSPECTION TESTING OF RMC PANORAMA/TP - 09 10 PROCEDURE FOR SEIVE ANALYSIS OF COARSE AGGREGATE PANORAMA/TP - 10 11 PROCEDURE FOR SEIVE ANALYSIS OF FINE AGGREGATE PANORAMA/TP - 11 12 PROCEDURE FOR SLUMP TEST PANORAMA/TP - 12 13 PROCEDURE FOR COMMON BURNT CLAY BRICKS PANORAMA/TP - 13 14 PROCEDURE FOR SAMPLING OF AGGREGATE PANORAMA/TP - 14 15 PROCEDURE FOR SAMPLING OF BRICKS PANORAMA/TP - 15 16 PROCEDURE FOR SAMPLING OF EARTH SOW PANORAMA/TP - 16 17 PROCEDURE FOR SAMPLING OF FRESH CONCRETE PANORAMA/TP - 17 18 PROCEDURE FOR DETERMINATION OF WATER CONTENT OF SOIL SAMPLE PANORAMA/TP - 18
DRY DENSITY OF SOIL IN PLACE BY CORE CUTTER METHOD Doc. No. /PANORAMA/TP-01 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. Rev.-00 CLINT : M/s. Golden Gate Properties Pvt. Ltd. PMC : FBA Consulting PMC DETERMINATION OF DRY DENSITY OF SOIL IN PLACE BY CORE-CUTTER METHOD (I.S: 2720-XXIX) Aim: To determine the field dry density of fine grained soil by using core cutter. It is less accurate than Sand Replacement Method and recommended for well Compacted soils. Apparatus: Core cutter / Dolly / Rammer. Weigh balance of 1 g accuracy. Pallet knife, Straight edge, Steel rule, Pick axe etc. Soil sample is termed as fine-grained if 90% by weight passes through IS sieve 4.75 mm. Procedure:  Internal Volume ( Vc, cm3 ) of core cutter shall be calculated by taking Dimensions to nearest the 0.25 mm (By vernier).  Cutter shall be weighed to nearest g. ( Wc, g )  A small area, approximately 30 cms square of the soil layer to be tested shall be exposed and leveled.  Cutter shall be placed vertically on soil with dolly on top.  Cutter shall be rammed down vertically into the soil layer until only about 15 mm of dolly protrudes above surface.  Care should be taken that cutter shall not rock sideways while hammering.  The cutter shall be dug out of surrounding soil by pick axe. Please take care so as to have some protruding soil mass from the lower edge.  Soil from both the ends shall be trimmed flat to the ends of cutter.  The cutter containing soil mass shall be weighed to nearest g ( Ws, g )  The soil mass shall be removed from cutter and representative sample shall be tested for water contents. At least 3 tests are required to make an average result.
Remarks – Often, problem is encountered when soil mass is dry and cutter is not properly filled up or loses soil while handling. In such case test is to be done by sprinkling water and testing after suitable lapse of time. Core cutter shall be removed, trimmed and kept in polythelene bag to take it to laboratory. It shall be weighed with cutter and any loose soil mass collected in bag. Calculations : Bulk Density Yb of Wet Soil is as below: Yb = ( Ws – Wc ) / Vc , gms /cm3 Dry Density Yd is as below: Yd = 100 Yb / ( 100 + w ) , gms /cm3 Where w = Water content % Format to be used: N005-06/F-13
COMPRESSIVE STRENGTH TESTING FOR CONCRETE Doc. No. PANORAMA/TP-02 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. Rev.-00 CLINT : M/s. Golden Gate Properties Pvt. Ltd. PMC : FBA Consulting PMC PROCEDURE FOR COMPRESSIVE STRENGTH TESTING FOR CONCRETE Aim : To establish Compressive strength of concrete sample for acceptance. Apparatus : 1. Compressive Testing Machine having adequate capacity. 2. Weighing Balance. 3. Measuring Scale. Procedure :  Remove the cubes required for testing from curing tank. Wipe off water and air dry them to surface dryness.  Stack cubes in sequence as per mix, dates, locations etc.  Record the actual surface area ( Sq cm)of the cube which will be in contact with the platen of CTM ( A in Sqcm or Sqmm ).  Weigh the cubes and record the weights in the register in kg.  Place the cube on platen centrally keeping trowelled side in front.  Position the top platen on cube surface. See that there is no gap left between cube top and platen.  Load the CTM at desired speed without any shocks. ( Pointer and needle shall move together)  When crushing takes place in the specimen, needle will start falling back but pointer will remain at maximum reading.  Record the reading shown by pointer viewing perpendicular to the face of dial. ( Load applied in kN or tonne- W)  Relieve the load from CTM. Remove the cube. Clean the platens.  Check the features of cube failure. Good failure is when the cube mass retained has concavity on sides. If failures are occurring consistently by crack developing only on one side it means cubes are eccentrically loaded. If cracks are always developed centrally means point load is getting applied due to Convexity of platens. Remedial measures are required to be taken for this.
Calculations: 1. Compressive Stress ( c ) in N / mm2 or Kg / cm2 as below : c = Wx1000 /A in N/mm2 or Kg /cm2 Average of the set of Three or more cubes to be recorded (c’ ). 2. When three or more cubes from single batch/lot is tested, max variation is allowed +/- 15%. If any cube is showing more variation, result of that cube is discarded and average of two or more is to be taken. Recording : Record is generated as per the sample format given in chronological order. Format to be used: Cube Register Compression testing of cube testing - N005-06/F-08
AGGREGATE CRUSHING VALUE Doc. No. PANORAMA/TP-03 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. Rev.-00 CLINT : M/s. Golden Gate Properties Pvt. Ltd. PMC : FBA Consulting PMC PROCEDURE FOR DETERMINATION OF AGGREGATE CRUSHING VALUE ( I.S : 2386-IV ) Aim: To calculate aggregate Crushing value by testing aggregate passing 12.5 mm sieve and retained on a 10 mm sieve. (This is an alternate method for Aggregate Impact Value.) Apparatus: 15 cm dia steel cylinder with plunger and base plate, tamping rod 16 mm dia and 600 mm long with one end rounded, Weighing balance of accuracy 1 g, Sieves 12.5 mm , 10 mm & 2.36 mm, Drying Oven, CTM Procedure :  Take sample of aggregates by sieving through 12.5mm and retained on 10mm.  The aggregate shall be tested in surface dry condition. If dried by heating, the period of drying shall not exceed 4 hours and temp shall be 100-110 deg C.  Sample shall be cooled down to room temperature before testing. Take approximately 6 kgs of sample.  The quantity of the sample shall be such that the depth of material in the cylinder after tamping shall be 10cms.  Cylinder shall be filled up in 3 layers and each layer shall be tamped 25 times with tamping rod and finally leveled off.  The weight of material comprising the test sample shall be determined. ( A ), g  The plunger shall be placed in position and the apparatus shall be then placed between the platens of CTM.
 Load shall be applied at uniform rate so that load of 40T is reached in 10 minutes.  The load shall be removed from the cylinder and sieved through 2.36 mm Sieve. The fraction passing sieve 2.36 mm shall be weighed to nearest 1g. Such two tests shall be taken. Reporting: Aggregate Crushing Value, % = (B / A) x100 The mean of the two results shall be reported to the nearest whole number. Format to be used: N005-06/F-03
ELONGATION INDEX OF AGGREGATE Doc. No. PANORAMA/TP-04 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. Rev.-00 CLINT : M/s. Golden Gate Properties Pvt. Ltd. PMC : FBA Consulting PMC PROCEDURE FOR DETERMINATION OF ELONGATION INDEX OF AGGREGATE (IS: 2386 – I) Aim: To determine the Elongated shape of particles of Coarse Aggregate greater than 6.3 mm size. Apparatus: Balance with accuracy of 0.1% of weight of the sample, Elongation Index Gauge All other as per Sieve analysis. Sample: It shall be taken from retained material from Sieve analysis preferably and should Have at least 200 pieces of any fraction. Procedure:  Each sample of 20mm and 10mm metal shall be taken from retained fraction.  Each fraction shall be gauged in turn for thickness on metal gauge.  The total amount passing the gauge shall be weighed. Report: The Elongation Index is the total weight of the material passing the various Thickness gauges; expressed as a % of the weight of total sample gauged. Format to be used: N005-06/F-01
FLAKINESS INDEX OF AGGREGATE Doc. No. PANORAMA/TP-05 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. Rev.-00 CLINT : M/s. Golden Gate Properties Pvt. Ltd. PMC : FBA Consulting PMC PROCEDURE FOR DETERMINATION OF FLAKINESS INDEX OF AGGREGATE (IS: 2386 – I) Aim: To determine the Flakiness of particles of Coarse aggregate greater than 6.3 mm size. Apparatus : Balance with accuracy of 0.1% of weight of sample, Flakiness Index Gauge All other as per Sieve analysis. Sample : It shall be taken from retained material from Sieve analysis preferably and should have at least 200 pieces of any fraction. Procedure :  Each sample of 20 mm and 10mm shall be taken from retained fraction.  Each fraction shall be gauged in turn for thickness on metal gauge.  The total amount retained on the gauge shall be weighed. Report : The flakiness Index is the total weight of the material passing the various thickness gauges; expressed as a % of the weight of total sample gauged. Format to be used: N005-06/F-02
SILT CONTENT IN SAND Doc. No PANORAMA /TP-07 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. Rev.-00 CLINT : M/s. Golden Gate Properties Pvt. Ltd. PMC : FBA Consulting PMC PROCEDURE FOR FIELD TEST FOR SILT CONTENT IN SAND Aim : To determine Silt content in Sand by volumetric method field test. Apparatus : Measuring cylinder 250 ml, Common Salt. Procedure :  Prepare 1% solution by mixing 10 gms of common salt in 1 litre of water.  Put this solution in measuring cylinder up to the mark of 50 ml.  Add Sand as received in the cylinder till its level reaches 100 ml.  Add Solution again so that the mixture reaches the level of 150 ml.  Cylinder top is now covered with the palm of hand and shaken vigorously by turning upside down.  Then allow it to stand undisturbed for 3 hours.  Take reading for top layer of Silt ( A ) and layer of Sand ( B ). Calculations : Silt content % Volumetric = (A / B) x100 Reporting : % Silt contain (Volumetric ) shall be reported in whole number. Note : This method is approximate and conversion to weight basis ( which is Acceptance criteria ) is dependent on fineness of material. However 8% volumetric content is treated as reliable. It was suggested that weight ratio is obtained by multiplying volumetric ratio by ¼ for natural sand and ½ for Crushed sand. Accurate test when 8% limit of silt contain is exceeded can be done as per IS method of Sedimentation if required. Format to be used: N005-06/F-21
FILLING CUBES FROM FRESHLY MIXED CONCRETE Doc. No. PANORAMA/TP-08 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. Rev.-00 CLINT : M/s. Golden Gate Properties Pvt. Ltd. PMC : FBA Consulting PMC PROCEDURE FOR FILLING CUBES FROM FRESHLY MIXED CONCRETE Aim : To prepare specimens for the test of Compressive Strength of concrete. Apparatus : Cube moulds fitted tightly on base plate (size in mm 150x150x150) in required set (One set comprises of 6 moulds.) Smooth Tamping rod of size 16 mm dia and length of 600 mm with one rounded edge. Trowels small and large.Collection pan, scoop, measuring scale etc.Flat working platform of adequate size. Procedure of Cube Casting:  Cube moulds shall be verified for dimensions and tight fitting assembly. They shall be lightly oiled and have clean surfaces.  Cube moulds shall be arranged in sets on working platform.  Sample is collected as per the procedure given earlier.  Concrete is filled in cubes one by one in three layers. Each layer is tamped 35 times with tamping rod evenly. Tamping shall penetrate the layer below. Care to be taken particularly at corners. Small trowel can be used at the sides to ensure proper surface of sides and allow entrapped air to escape.  Cubes shall be filled slightly above top surface of mould.  The top extra layer shall be struck off by large trowel, flush to the top.  Cubes shall not be disturbed till at least 6 hours after the casting.  Cube concrete surface shall be marked with Cube I.D. , Mix, location of use, date, source of concrete ( additional) when adequately set.  Cubes thus cast, shall be covered with wet gunny bags till they are replaced in curing tank.
 After about 10-12 hours cubes can be opened and place them in curing tank.  Cubes shall be checked for surface correctness, sharp edges and incorrect filling. Such defective cubes may be rejected there it self. In such case Corrective /Preventive actions shall be taken. Procedure for Tank Curing :  Cubes shall be arranged in the curing tank sequentially as per ID mark, datewise.  Cubes shall be sorted out for 7 days , 28 days tests. Cubes shall be placed in the tank in layer of three cubes with marked top upside.  Cubes once placed in tank shall not be handled, disturbed frequently so that edges are not broken.  Water in tank shall cover cubes by at least 50-75 mm all the time.  Water temperature must be maintained in winter. Procedure for In-Situ Curing : This method is deployed to decide stripping time of shuttering when shuttering stripping is planned earlier than given as per IS: 456. This method shall not be deployed for the cubes to be tested for compressive strength of concrete at 28 days. Record : Details of Cubes thus sampled shall be entered serially in Cube Register maintained for testing compressive strength. The number of cube samples cast shall also be entered in pour card with proper traceability to cube register. Format to be used: It shall be recorded in Cube register & pour card
SAMPLING / INSPECTION / TESTING RMC CONCRETE Doc. No. PANORAMA/TP-09 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. Rev.-00 CLINT : M/s. Golden Gate Properties Pvt. Ltd. PMC : FBA Consulting PMC PROCEDURE FOR SAMPLING / INSPECTION / TESTING RMC CONCRETE Aim: To Check, Inspect Conformity of RMC Concrete which is manufactured outside and supplied at site. Pre-requisites: RMC supplier shall be given prior information by the site regarding following: 1. Grade of Concrete. 2. Minimum Cement or cementations material contents. (EIL Appro. required) 3. Slump required and tolerances in slump. (EIL Approval required) 4. W/C ratio. 5. Method of Concreting (Manual, Bucket or Pumping) 6. Control of temperature if required shall be specified in case of Mass concreting. 7. Quantity of Concrete required – Total, Phase wise, day wise. 8. Supplier shall know site condition, distance and shortest route to the site from his plant. RMC Supplier shall give following Information to Site: 1. Mix design details including admixtures/ additives and cement used. 2. Material testing results for Cement, Admixtures / Additives, water, Coarse and Fine aggregate. 3. Transit mixer Capacity & time to travel from RMC plant to site. 4. Minimum and maximum quantity that can be supplied in a single pour.
5. Supplier’s In-house testing facilities. 6. Method of concreting which Supplier can undertake for the pours. 7. Communication system which Supplier adopts. 8. Name of Important Plant Personnel.
SIEVE ANALYSIS OF COARSE AGGREGATES Doc. No. PANORAMA/TP-10 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. Rev.-00 CLINT : M/s. Golden Gate Properties Pvt. Ltd. PMC : FBA Consulting PMC PROCEDURE FOR SIEVE ANALYSIS OF COARSE AGGREGATES ( I.S. : 2386-I ) Aim : To determine the properties of Coarse aggregate for size and grading distribution ( Nominal 20mm/12.5or10 mm metal). Apparatus : Drying Oven, IS Sieves 40 mm, 20 mm,16 mm, 12.5 mm, 10mm, pan. – for Analysis of 20 mm metal. IS Sieves 20 mm, 16 mm,12.5 mm, 10 mm, 4.75 mm ,2.36mm pan - for Analysis of 10/12.5 metal. Weigh scale to the accuracy of 1gm, Brush, Metal trays etc. Procedure:  Sample of aggregate shall be collected as given earlier.  Sieves shall be cleaned and arrange in sequence in descending order. Pan shall at the lower most end and Lid on top.  Take around 5 kg of sample and dry it in oven at temp of 100-110 deg C.  Dried sample shall be then weighed ( 5 kg preferably) and sieved successively on sieves starting with 40mm and then through 4.75mm( For 20 mm down aggregate size ) and through 2.36 mm (For 12.5/10 mm down aggregate size) .  Each sieve shall be shaken at least for two minutes on clean tray until no more trace passes.  Motion shall be varied like back and forth, left to right, circular clockwise and anti-clockwise and with frequent jarring.  Material shall not be forced through the mesh. But for coarser than 20mm particles, placing is permitted (passing particles through sieve opening manually).
 Sieves shall be brushed from underneath of mesh and pass on to the next.  On completion of sieving, material retained on each sieve is to be weigh Separately. Reporting: The cumulative % by weight of the total sample passing each sieves, to the Nearest whole number. Or The % by weight of the total sample passing one sieve and retained on the next smaller sieve to the nearest 1 decimal. Check for permissible limits for passing. Format to be used: N005-06/F-14
SIEVE ANALYSIS OF FINE AGGREGATES Doc. No. PANORAMA /TP-11 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. Rev.-00 CLINT : M/s. Golden Gate Properties Pvt. Ltd. PMC : FBA Consulting PMC PROCEDURE FOR SIEVE ANALYSIS OF FINE AGGREGATES ( I.S. : 2386-I ) Aim : To determine the properties of Fine aggregate for size and distribution by calculating Fineness modulus and deciding Grading Zone. Apparatus : Drying Oven, IS Sieves 10 mm, 4.75mm, 2.36 mm, 1.18 mm, 600 micron, 300 micron, 150 mm, Pan, Weigh scale to the accuracy of 1g, Brush , Metal trays etc. Procedure:  Sample of sand shall be collected as given earlier.  Sieves shall be cleaned and arrange in sequence in descending order. Pan shall at the lower most end and Lid on top.  Take around 1 kg of sample and dry it in oven at temp of 100-110 deg C.  Dried sample shall be then weighed ( 1 kg preferably) and sieved successively on sieves starting with 10mm and then through 150 micron.  Each sieve shall be shaken at least for two minutes on clean tray until no more trace passes.  Motion shall be varied like back and forth, left to right, circular clockwise and anti-clockwise and with frequent jarring.  Material shall not be forced through the mesh. Lumps in fines shall be broken against the wall of sieve.  Sieves shall be brushed from underneath of mesh and pass on to the next.  On completion of sieving, material retained on each sieve is to be weigh separately.
Calculations: Fineness Modulus: Add values of Cumulative % Retained on each sieves and Divide by 100. (Normally accepted limit of FM is value between 2.2 to 3.2. Higher value of FM indicates Coarser sand whereas lesser value indicates Finer one. ) Grading Zone of Fine Aggregate – Value is shown between I to IV. Where zone- I is associates with Coarser Fine aggregate and Zone IV is Finer. Zones are decided from values of 600 micron passing % in sieve analysis. ( Refer Table-4 of IS : 383 ) Zone –I – 15-34%, Zone-II – 35-59 %, Zone-III- 60-79%, Zone-IV- 80-100% Reporting:  The cumulative % by weight of the total sample passing each sieves, to the nearest whole number. Or The % by weight of the total sample passing one sieve and retained on the next smaller sieve to the nearest 1 decimal.  Calculate F.M. of the material and decide Grading Zone of material. Format to be used: N005-06/F-14 SIEVE ANALYSIS OF FINE AGGREGATES Doc. No. PANORAMA/TP-11 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. Rev.-00 CLINT : M/s. Golden Gate Properties Pvt. Ltd. PMC : FBA Consulting PMC
SLUMP TEST Doc. No. PANORAMA/TP-12 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. Rev.-00 CLINT : M/s. Golden Gate Properties Pvt. Ltd. PMC : FBA Consulting PMC PROCEDURE FOR SLUMP TEST FOR FRESH CONCRETE (IS: 1199) Aim : To check Workability of Freshly mixed Concrete by Standard Slump Cone Method. This method is suitable for max size of aggregate upto 38 mm only. Apparatus :  Slump cone with base plate and cone having bottom dia 20 cms , top dia 10 cms and height 30 cms.  Smooth Tamping rod 16 mm dia and 600 mm long with one rounded edge.  Scoop , Trowel, Collection pan, measuring scale ( Tamping rod also have marking ).  Smooth / Leveled platform for working. Procedure :  Sample is collected as per the sampling procedure given earlier.  Internal surface of the cone shall be cleaned and freed from extra moisture and any layer of set cement slurry.  Conical mould shall be fixed tight on the base with screw arrangement ensuring that no cement slurry will leak from the joint.  Assembly shall be placed on smooth and truly horizontal surface rigidly.  Mould shall be filled up in 4 layers. Each layer shall be tamped with tamping rod for 25 times evenly. Tamping shall penetrate in layer below.  The top level shall be struck off by trowel or rod flush to the top of cone.  The Cone shall loosened at the base and shall be lifted carefully vertically without disturbing concrete mass.  The subsidence shall be measured immediately.  Above operations shall be carried out at place free from vibrations and shock.
 The whole exercise is to be done within two minutes from sampling.  In any test in which specimen collapses or shears the test will be repeated. Record :  Slump shall be recorded in mm.  If in repeat test the slump shears, it is to be recorded. Format to be used: N005-06/F-17
PROCEDURE FOR TEST ON COMMON BURNT CLAY BRICKS Doc. No. PANORAMA/TP-13 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. Rev.-00 CLINT : M/s. Golden Gate Properties Pvt. Ltd. PMC : FBA Consulting PMC PROCEDURE FOR TESTS ON COMMON BURNT CLAY BRICKS (I.S: 3495-I&II ) A. DETERMINATION OF COMPRESSIVE STRENGTH OF BRICKS: Aim: To determine Compressive Strength of Common Burnt Clay bricks Apparatus : M.S. Packing Plates 10 / 12 mm thk of adequate size ( 250mm x 150 mm)- 2 nos, minimum Plywood sheets 3mm thk /3 ply – 2 nos, CTM, Measuring Scale Clean sand screened through 3 mm sieve ( Remark-Sieving through 4.75 mm normally will do), O.P. Cement, jute cloth Pre- Conditioning:  Record the measurements of the samples to nearest 1mm.  Remove the unevenness observed in the bed faces to provide two smooth and parallel faces by grinding ( rubbing )  Immerse the specimens in the water at room temperature for 24 hours.  Remove specimen and drain out surplus moisture. Fill the frog and voids in the bed faces with CM 1:3 flushed to the surface.  Store under damp jute cloth for 24 hrs and then immerse in water for 3 days.  Remove specimen from water and wipe traces of moisture. Procedure :  Place the specimen with flat faces horizontal and mortar filled face upward between two ply sheets and required packing plates. Center it carefully.  Apply load at rate of 140 kg /cm2 per minute ( 30 tonne per minute ) , till failure occurs.  Note the maximum load at the failure.
Calculations : Compressive Strength, kg /cm2 = Max Load in Kg / Avg area of the bed faces of the specimen, cm2 Report: Average of the results shall be reported. B. DETERMINATION OF WATER ABSORPTION: Aim : To determine water absorption of specimen by 24 hours immersion in cold water. Apparatus : Balance with accuracy of 1g, Oven, Measuring scale. Pre- conditioning :  Dimensions shall be measured to accuracy of 1 mm of test specimen  Dry specimen in oven at temperature 105-115 deg C till it attains substantially constant mass.  Cool the specimen to room temperature and obtain weight – M1, g ( Specimen warm to touch shall not be weighed. ) Procedure:  Immerse completely dried specimen in clean water at temperature 27+/- 2 deg C.  Remove specimen after 24 hours and wipe out any traces of water with damp cloth.  Weigh the specimen within 3 minutes after removing from water. ( M2, g ) Calculations : % Water Absorption = ( M2-M1 /M1) x100 Report : Average of the results to be reported. Format to be used: Field Dry Density Test - N005-06/F-09
SAMPLING OF AGGREGATES Doc. No. PANORAMA/TP-14 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. Rev.-00 CLINT : M/s. Golden Gate Properties Pvt. Ltd. PMC : FBA Consulting PMC PROCEDURE FOR SAMPLING FOR AGGREGATES (IS: 2430): Sample from Stock Pile of the Coarse / Fine aggregate:  Samples from stock piles should be made up of at least 10 increments; taken Equally from top third, mid point and bottom third.  Outer layer of sampling point shall be removed and the sample is taken from the material beneath.  Gross Sample – the sample thus collected will be the gross sample. Qty of gross sample is depends on the aggregate size : SL. No. Aggregate Size Gross Sample 1 2.36mm/4.75mm 10 KG 2 12.5 mm 15 KG 3 20 mm 25 KG 4 40 mm 80 KG Reduction of Gross Sample : Will be done as per method of Quartering to required sample size for testing. Quartering Method :  Take the gross sample on plain platform. For Fine aggregate use Tray so that residual fines can be collected by brushing.  The aggregate shall be mixed and then scooped into a cone shape pile.  After the cone is formed, it shall be flattened by pressing the top.  Then it is divided in four quadrants diagonally.  The bulk of the sample is reduced by rejecting any two diagonally opposite Quarters
 This method is repeated till sample size is approximately achieved for given lot. SAMPLING OF BRICKS Doc. No PANORAMA /TP-15 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. Rev.-00 CLINT : M/s. Golden Gate Properties Pvt. Ltd. PMC : FBA Consulting PMC BRICKS (As per IS: 5454)  Sampling a lot which shall contain maximum 50000 bricks. In case a consignment has bricks more than 50000 bricks of same classification, size and manufactured under relatively similar conditions, it shall be divided into lots of 50000 bricks or part thereof.  Sampling from the stack – When it is necessary to take sample from the stack, the stack shall be divided into number of real or imaginary sections and required number of bricks shall be drawn from each section. For the purpose bricks in the upper layers of the stack shall be removed to enable units to be sampled from places within the stack. Sample size – For Visual / Dimensional Characteristics – Lot Size of bricks Sample size for Individual brick Sample size For group of Check 20 bricks Check Sl. No. Range Min. Sample Collection 1 2001-10000 20-40 2 10001-35000 32-60 3 35001-50000 50-80 Sample size For Physical Characteristics – Lot size of bricks Sample size for Comp. Strength, water absorption, Efflorescence etc. Sl. No. Range Min. Sample Collection 1 2001-10000 5-10 2 10001-35000 10-20 3 35001-50000 15-30
FOR EARTH / SOIL Doc. No. PANORAMA/TP-16 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. Rev.-00 CLINT : M/s. Golden Gate Properties Pvt. Ltd. PMC : FBA Consulting PMC FOR EARTH / SOIL (IS: 2720 -I)  If the earth received for testing is wet for handling then same is air dried on platform in outdoor.  The Gross sample shall be as below: Max size of particles Min. Gross Sample in Substantial qty in kg Sl. No. Max Size of particles Min. Gross Sample 1 75 mm 100 KG 2 40 mm 80 KG 3 19mm 35 KG 4 10mm 25 KG 5 4.75 mm 20 KG  Sample size for required test shall be made as per quartering method described above.  Care to be taken that no fines are lost in the operation as soil properties mostly depend on them for testing.
FRESH CONCRETE IN THE FIELD Doc. No. PANORAMA/TP-17 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. Rev.-00 CLINT : M/s. Golden Gate Properties Pvt. Ltd. PMC : FBA Consulting PMC FOR FRESH CONCRETE IN THE FIELD ( IS : 1199 ) Sample from Mixer:  At least three approximate equal samples totaling 0.02 m3 (equivalent to fill 6 Cube moulds) shall be taken from a batch.  For collection a scoop shall be used. No tool with flat edges ( like phawra) shall be used.  3 samples are taken at about the time interval when ¼, ½ and ¾ of concrete is discharged. Sample from Place and Time of Deposition:  Sample shall be taken immediately after or during discharge at site.  Samples shall be collected from not less than 5 well distributed points avoiding the edges of the mass where segregation may have occurred. Mixing of Sample :  Sample thus received shall be immediately remixed on non-absorbent platform and made ready for testing. Frequency of Sampling :  The minimum frequency of sampling of concrete of each grade shall be as below: Qty of Concrete in the No of Samples * SL. No. Qty of Concrete –M3 No. of Sample- Set 1 1-5 1 2 6-15 2 3 16-30 3 4 31-50 4
5 51 & above 4+1 additional sample for each additional 50 m3 or part thereof. Note: At least one sample taken from each shift. Where concrete is produced at continuous production unit such as RMC plant, frequency of sampling may be agreed upon mutually. Three specimens shall be made for each sample for testing at 28 days. Additional samples may be required for determining strength at 7 days or at the time of striking formwork. Remarks : Sample* means qty of concrete required to fill one set of cubes ( 3nos / 6 nos ) for testing. Hence number of sample is equivalent to number of cube sets (3 / 6 nos.). 3 cubes are drawn when only cube testing is done at 28 days. 6 cubes are drawn for tests at 7 / 28 days required. CONCRETING IN HIGH TEMPERATURE REGIONS (IS: 7861-1)  Ice is added  Water Cement Ratio should not change with addition of Ice  Adjust Quantity of water accordingly to the volume of melting ice CONCRETING IN LOW TEMPERATURE REGIONS (IS: 7861-2)  Precautions must be taken to keep the temperature in control during mixing and placing Concrete.  The commonly adopted method is by using hot water upto 60 C .  In extreme frost conditions the concrete surface is covered with dry blankets of straw, cement bags, tarpaulins etc.
WATER CONTENT IN SOIL SAMPLE Doc. No PANORAMA /TP-18 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. Rev.-00 CLINT : M/s. Golden Gate Properties Pvt. Ltd. PMC : FBA Consulting PMC PROECEDURE FOR DETERMINATION OF WATER CONTENT IN SOIL SAMPLE (IS: 2720-II) A. By Oven Drying Method: Aim : To determine Water Content in Soil Sample at Laboratory by Oven Method Apparatus : Container – Any suitable non-corrodable air tight container. ( Remarks- These can be 300ml aluminum or stainless steel boxes with lid ) Balance – Having accuracy of 0.04% of the weight of soil taken for test. Remarks- Balance of capacity 500 g and accuracy of 0.1g can be used when accurate working is required. If normal weighing balance with 1g accuracy is used then accuracy of water content will be around 0.2 to 0.5% only; depending on sample size 500 to 200 g respectively. Drying Oven – Thermostatically controlled. Soil Specimen: It shall be true representative of soil mass. The size of specimen is recommended for general laboratory use as below. However, the dryer the soil, Greater shall be size. Remarks: Preferably take 500g sample when weighing Accuracy is 1g. Size of particles - 37.5mm, 19mm, 9.5mm, 4.75mm, 2mm More than 90% passing Min qty of soil specimen 1000gm, 500gm, 300gm, 200gm, 50gm
Procedure: Clean the container with lid, dry and weigh (W1, g)  Take the required quantity of the soil specimen in container, crumble clods and place loosely and weigh with the lid ( W2, g )  Keep filled container in an oven with the lid removed and maintain the temperature at 110+/- 5 deg C. for maximum 24 hours.  Cool the container and record Final mass of container with lid and dried sample ( W3, g ). Calculations : % of Water Content = 100 x ( W2-W3 ) / ( W3- W1) Report : The water content % shall be expressed to two significant figures ( e.g.- 23, 2.3, 0.23 ) Note : Oven drying at 110 +/- 5 deg C does not result in reliable values for soil containing Gypsum and any other mineral having water of hydration or significant amount of organic matter. Reliable values can be obtained in an oven by drying at temperature around 60-80 deg C. Remarks: Traces of Gypsum / lime / Alum can be seen as white particles. That of organic matter will show black colour fibrous traces. Particles of Green / Bluish Green can be minerals having water of hydration. B. By Sand Bath Method ( Suitable as Field Test ) This method is not suitable for soil containing a large portion of Gypsum , Calcareous Matter or Organic matter. Aim : To determine water content in soil specimen in the field. Apparatus: Container – Any suitable Air tight container as given in Oven drying method. Sand Bath : Suitable size and containing clean sand to a depth of 3 cms. Stove, Spatula Soil Specimen : As given in Oven drying method.
Procedure :  Clean the container with lid, dry and weigh ( W1 , g )  Take the required quantity of the soil specimen in container, crumble the clods and place loosely and weigh ( W2, g )  Add few pieces ( 3-4 small) of white paper if necessary. This the indicator for over-heating. While heating the soil paper pieces shall not turn brown.  Place the container with lid removed on sand bath and heat sand bath on the stove.  During heating sample shall be turned frequently and thoroughly to assist evaporation. It shall be done carefully so as no soil mass is spilled over.  When drying is complete, remove the container and cool it down. Remove pieces of papers.  Weigh the container with lid on. ( W3, g ) Calculations : w % = 100x ( W2 - W3 ) / ( W3 –W1 ) Report : Same as Oven drying method to two significant figures (e.g. – 23, 2.3, 0.23)

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Itp civil

  • 1.
  • 2.
    QUALITY ASSURANCE PLANDoc. NO. CONTRACTOR / PANORAMA/QAP/MAT Project : GOLDEN PANORAMA Luxury Apartments at BANGALORE. CLIENT : M/s. Golden Gate Properties Pvt. Ltd. Rev. – 0 PMC: FBA Consulting PMC QUALITY ASSURANCE PLAN – MATERIAL S. No. Material Test to be carried out Code of Testing CONTRACTOR Role / Frequency of test PMC Role / Frequency of test Code of Confirmation 1 Borrowed Soil, Natural Soil - MDD I S – 2720 -Per Source - Review of test reports I S – 2720 Compacted Earth - OMC - FDD - Per 250 M2 forroad work - Per 100M3 Back filling - Review of test reports - Random Witness 2 Cement (Physical Test ) - Initial Setting time - Final Setting Time - Compressive Strength - Consistency of standard cement Paste - Fineness - Soundness IS – 4031 - To be procured from approved Make. - Submission of MTC - Per source of Brand / - Per Week No./ - Per 1000 bag receiving - Review of MTC & Test reports IS – 8112-1989
  • 3.
    S. No. Item Test tobe carried out Code of Testing CONTRACTOR Role / Frequency of test PMC Role / Frequency of test Code of Confirmation Cement - (Chemical Test ) - Lime Saturation Factor - Ratio of Alumina to Iron Oxide - % Insoluble Residue - % magnesia - %Sulphuric Anhydride - % Loss of Ignition - Chloride - Tri calcium Aluminate IS – 4031 - To be procured from approved Brand - Submission of MTC - Per Source of Brand - Review of MTC & Test Reports IS – 8112-1989 3 Stone Aggregate 20 mm & 10 mm - Deleterious Material IS : 2386- 1963 Once Per Source - Review of test reports - Random Witness IS : 393-1970 - Sieve Analysis - Specific Gravity - Surface Moisture - Organic Impurities 50 M3 Receiving - Crushing Value - Abrasion Value - Aggregate Impact Value - Flakiness Index - Elongation Index Weekly
  • 4.
    S. No. Item Test tobe carried out Code of Testing CONTRACTOR Role / Frequency of test PMC Role / Frequency of test Code of Confirmation 4 Sand - Specific Gravity IS : 2386-1963 - Once Per Source - Review of test reports - Random Witness IS: 383-1970 - Sieve Analysis - Organic Impurities - Bulking of sand - 50 M3 Receiving - Silt Content CPWD Specification - Per Lot CPWD Specifications 5 Cement Concrete - Slum - Compressive Strength - Per 20 Cum - As Per IS 456 : 2000 - Witness - Review Test Report 6 Steel - (Physical Test) - Dimension & Unit weight - Ultimate tensile Strength - 0.2% Proof Stress - Elongation % - Bend & rebend test - (Chemical Test) - Carbon, - Sulpher - Phosphorus - Sulpher+Phosphorous IS: 1608-1972 IS : 1599-1974 - Submission of MTC - Once per Brand / - Once per Batch/ - Once Per 50 Mt Review of MTC & test reports IS : 1786-2008 7 Bricks - Dimensional Tolerance - Water Absorption - Compressive Strength - Efflorescence IS: 3495-1976 - Per Source/ - Per Brand / - Per 10,000 Bricks - Review of Test reports - Random Witness IS : 1077-1976 8 Water (construction Purpose ) All Tests as per IS : 456 IS – 3025 - Per Source - Every 3 Month - Review of test reports IS : 456
  • 5.
    S. No. Item Test tobe carried out Code of Testing CONTRACTOR Role / Frequency of test PMC Role / Frequency of test Code of Confirmation 9 Anti Termite All tests as per IS : 8944 IS – 6313 - Submission of MTC - Per Brand Review of MTC & test reports IS – 8944 10 EPDM Water Proofing & HDPE Board - Thickness, - Unit Weight - Tensile Strength - Ultimate Elongation % - Water Absorption - Tearing resistance - Liner Dimension Change - Hardness - Puncture resistance ASTM D412 D471 D624’ D 1204 D 2240 E 154 - To be procured from approved Make. - Submission of MTC - Per Brand/ - Per 1000 M² Review of MTC & Test reports ASTM D412 D471 D624’ D 1204 D 2240 E 154 12 Admixture - Workability - Setting Time - Bleeding - Air Permeability - Compressive Strength - Flexural strength - Chemical composition IS- 9103 - To be procured from approved Make. - Submission of MTC - Per 1 Tonne Review of test reports & MTC IS- 9103 13 RCC Pipe - Permeability - Dimensional Test - Hydrostatic Pressure - Water Absorption IS – 458 - Submission of MTC -Factory Testing  Per Dia /  Per 100 Rm Review of MTC & test reports Randomly Witness IS – 458
  • 6.
    S. No. Item Test tobe carried out Code of Testing CONTRACTOR Role / Frequency of test PMC Role / Frequency of test Code of Confirmation 14 Bitumen Impregnated fiber board - Compression - Extrusion - Water Absorption - Density - Bitumen Content IS : 10566- 1983 - Per Batch - Per 100 Sqm Review of test reports IS : 1838 15 Glazed Tiles/ Vitrified tiles /Alkali Resistance Tile - Dimensions and surface Quality - Physical Properties - Chemical Properties IS : 777 / IS : 13630 To be procured from approved Make. Per Batch / Per 3 000 Nos Review of test reports IS :4457 IS :15622 IS:13712 16 Marble/ Granite /Kota Stone - Thickness - Moisture Absorption - Hardness - Specific Gratuity IS : 1122-1974 IS : 1124-1974 Per Type Per 100 sqm/ Per lot receiving. Review of test reports IS : 1130-1969 IS : 3316
  • 7.
    S. No. Item Test tobe carried out Code of Testing CONTRACTOR Role / Frequency of test PMC Role / Frequency of test Code of Confirmation 17 Footpath Tiles/ Paver Blocks - Water absorption - Crushing strength - Hardness Relevant IS Code - Per Branch/ - Per 10,000 Nos Review of test report IS : 15638 18 Wood / Door Frame - Moisture Content As per CPWD specification IS : 3364 - Per Source / - Per 1 Cum Review of Test reports IS : 190-1974 19 Flush Door - End Immersion test - Knife Test - Glue adhesion test IS 2202 Appendix F - Per Brand/ - Per 50 Nos Review of Test reports IS 2202:1999 20 Mortice Lock - Testing of Spring IS 2209 Appendix ‘G’ - Per Brand - Per 100 Nos Review Test Reports IS 2202 21 Glass - Distribution of Allowable Defects (Gaseous Inclusions, Open Gaseous Inclusions, Knots, Dirts and Stones, Scratches, Rubs and Crush, Reams, Strings and Lines, Waviness, Sulphur Stains, Corner Breakage and Chip) - Cluster of defects - Thickness - Warp - Fragmentation Test - Resistance to Shock Test - IS: 2835-1987 IS: 2835-1987 IS: 2553-1990 IS: 2553-1990 IS: 2553-1990 IS: 2553-1990 To be procured from approved Make. Submission of MTC Per 500 Sqm Review of MTC & test reports Relevant IS Code
  • 8.
    22 Laminated Sunmica - Resistance to immersionboiling water - Resistance to dry heat - Dimensional Stability - Resistance to impact - Resistance to Scratching - Resistance to stem IS 2046 To be procured from approved Make Submission of MTC Per 1000 Sqm Review of MTC & test reports IS 2046:1995 23 Aluminum sections - Thickness of anodic / powder coating - 0.2% proof stress, - Tensile strength - Elongation Relevant IS Code - To be procured from approved Make. - Per Brand / - Per 5 MT Review of Test Reports IS:733-1975 IS : 1285-1975 24 Stainless steel - Tensile Strength - Yield Stress - Elongation - Mass per meter IS: 1608-2005 To be procured from approved Make. Submission of MTC Per 5 MT Review of MTC & test reports IS: 1608-2005 25 ACP - Aluminum Thickness - Compressive Strength - Tensile Strength - Water resistance - Fire Resistance Relevant IS Code To be procured from approved Make. Submission of MTC Per 500 Sqm Review of MTC & test reports ASTM D-638
  • 9.
    26 Gypsum Board for false ceiling -Dimension - Transverse strength - Mechanical & Chemical Properties of Supporting material IS : 2542-1981 To be procured from approved Make. Once for 1000 Sqm Review of test reports IS : 2095-1982 27 Pre-coated metal False ceiling & Panel - Chemical Tests - Mass of Zinc Coating - Bend Test - Pencil Hardness Test - Impact Resistance Test - Cross Hatch Test - Mechanical & Chemical Properties of Supporting material IS: 513:2008 IS277 To be procured from approved Make. Submission of MTC Per 1000 Sqm Review of MTC & test reports IS:14246-1995
  • 10.
    S. No. Item Test tobe carried out Code of Testing CONTRACTOR Role / Frequency of test PMC Role / Frequency of test Code of Confirmation 28 Coarse Aggregate for (WBM, Premix Carpet Asphalt Concrete) - Gradation - Los Angles Abrasion Value - Specific Gravity - Water absorption IS : 2386 BIS : 812 IS : 6241 Per Source Per 50 Cum Review of Test reports Randomly witness IRC/ Morth 29 Binder (Bitumen ) - Specific Gravity - Flash Point - Softening Point - Penetration - Ductility - Loss on heating IS: 1202-1978 IS: 1209-1978 IS: 1205-1978 IS: 1205-1978 IS: 1208-1978 IS: 1212-1978 Submission of MTC Per source Review of MTC & test reports IS : 73-1961 30 Open graded carpet / BM/ BC - Job Mix - Sieve Analysis - Temperature - Marshal stability - Flow Value test - Percent Air voids - Density of compacted layer MORTH Submission of job mix design Core test per 250 Sqm Review of Test reports Randomly witness IS : 73/ MORTH 31 Kerb stone - Transverse Strength - Water Absorption Appendix-A Appendix-B To be procured from approved Make. Submission of MTC Per 1000 Nos Review of MTC & test reports IS: 5758-1984
  • 11.
    32 GI pipe -Dimensions - Mass per meter - Visual Test - Uniformity of Zinc Coating - Adhesion Test - Tensile Strength - Elongation on guage length - Bend Test - Mass of Zinc Coating - Chemical Analysis IS: 1239(Pt-I)- 2004 IS:2629-1985 IS:2633-1986 IS:2629-1985 IS:1608-2005 IS:1608-2005 IS:2329-1985 IS:6745-1972 IS: 228 To be procured from approved Make Submission of MTC Per Dia. Per 1000 Rmt Review of MTC & test reports IS: 1239-2004 IS: 4736-1986 33 CI Pipe - Hammer Test - Brinell Hardness Test - Hydrographic Test - Dimension Test - Coating Test IS 1500 To be procured from approved Make Submission of MTC Per Dia. Per 1000 Rmt Review of MTC & test reports IS: 3989-1984 34 SW pipe - Hydrographic Test - Water Absorption - Resistance to acids - Resistance to alkalies - Crushing Strength - Dimensions IS: 651-1992 To be procured from approved Make Submission of MTC Per Dia. Per 1000 Rmt Review of MTC & test reports IS: 651-1992 35 PVC pipe - Dimensions - Visual Appearance - Opacity - Effect on Water - Reversion Test - Density - Sulphated Ash IS: 4985-2000 To be procured from approved Make Submission of MTC Per Dia. Per 1000 Rmt Review of MTC & test reports IS: 12235 IS: 133660
  • 12.
    - Hydrostatic Pressure 36CPVC pipe - Dimensions - Visual Appearance - Flattening Test - Hydrostatic Pressure Test - Reversion Test ASTM D2846 ASTM D2846 ASTM D2846 ASTM D2846 IS: 12235 To be procured from approved Make Submission of MTC Per Dia Per 1000 Rmt Review of MTC & test reports ASTM D 2846 IS: 4985-2000 37 HDPE pipe - Dimension Test - Construction - Compression Test - Impact Test - Bend Test Relevant IS Code To be procured from approved Make Submission of MTC Per Dia. Per 1000 Rmt Review of MTC & test reports IS: 14930
  • 13.
  • 14.
    INDEX SL. NO. Name Of ActivityDocument No. 1 Inspection and test plan for Surveying. PANORAMA/ITP-CIVIL/01 2 Inspection and test plan for Earthwork. PANORAMA/ITP-CIVIL/02 3 Inspection and test plan for Filling of earth/ Borrowed earth. PANORAMA/ITP-CIVIL/03 4 Inspection and test plan for PCC PANORAMA/ITP-CIVIL/04 5 Inspection and test plan for RCC (Sub- Structure) PANORAMA/ITP-CIVIL/05 6 Inspection and test plan for RCC (Super- Structure) PANORAMA/ITP-CIVIL/06 7 Inspection and test plan for Brick Work PANORAMA/ITP-CIVIL/07 8 Inspection and test plan for Plastering Work PANORAMA/ITP-CIVIL/08 9 Inspection and test plan for Flooring Work PANORAMA/ITP-CIVIL/ 09 10. Inspection and test plan for Doors/Windows PANORAMA/ITP-CIVIL/10 11 Inspection and test plan for Painting Work PANORAMA/ITP-CIVIL/11 12 Inspection and test plan for False Flooring PANORAMA/ITP-CIVIL/12
  • 15.
    INSPECTION AND TESTPLAN Doc No. PANORAMA/ITP- CIVIL/01 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. CLINT : M/s. Golden Gate Properties Pvt. Ltd. Rev. No. – 00 PMC : FBA Consulting PMC INSPECTION AND TEST PLAN FOR SURVEYING S. No. Activity/ Description CONT RACT OR PMC Documents to be submitted 1 Calibration certificates of Survey Equipments WC RW Calibration Certificate 2 Establishment of control pillars & Bench Marks. WC S 3 Co-ordinates of Control Points. WC W 4 Checking Layout & Level. WC S Level Book 5 Preparation of Drawing of Spot levels and layout WC S Drawing LEGEND HP - HOLD POINT WC - 100% EXAMINATION BY CONTRACTOR W - WITNESS POINT RM - RANDOM CHECKING RW - REVIEW OF CONTRACTOR’S DOCMENTATION S - SURVEILLANCE INSPECTION BY OWNER/PMC
  • 16.
    INSPECTION AND TESTPLAN Doc. No. PANORAMA /ITP-CIVIL/02 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. CLINT : M/s. Golden Gate Properties Pvt. Ltd. Rev. No.-00 PMC : FBA Consulting PMC INSPECTION AND TEST PLAN FOR EARTH WORK S. No. Activity/ Description CONTRACTOR PMC Documents to be submitted 1 Marking for Excavation WC S 2 Taking Initial Ground Levels WC W Level Book 3 Barricading of area and other safety measures WC S 4 Check existing service/ obstacle encountered (cables pipes, conduits Etc.) WC W 5 Slope of Excavation, benching & Overburden WC S 6 Check for Subsoil water & dewatering if required WC S 7 Excavation WC S 8 Dressing of bottom level of excavation & Compaction WC W 9 Checking the excavated levels as per drawing WC W Level Book 10 Dressing & leveling of disposed soil WC S 11 Disposal of debris, if found WC W Joint record LEGEND HP - HOLD POINT WC - 100% EXAMINATION BY CONTRACTOR W - WITNESS POINT RM - RANDOM CHECKING RW - REVIEW OF CONTRACTOR’S DOCMENTATION S - SURVEILLANCE INSPECTION BY OWNER/PMC
  • 17.
    INSPECTION AND TESTPLAN Doc. No. PANORAMA /ITP-CIVIL/03 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. CLINT : M/s. Golden Gate Properties Pvt. Ltd. Rev. No. – 00 PMC : FBA Consulting PMC INSPECTION AND TEST PLAN FOR FILLING OF EARTH/ BORROWED EARTH S. No. Activity/ Description CONTRACTOR PMC Documents to be submitted 1 Approval of material/ selected earth for filling WC S MDD Test Report 2 Check for treatment of soil, if any WC W 3 Check initial ground levels before start of filling WC S Level Book 4 Filling the soil in specified layers, watering & compaction of soil WC RW 5 Review of Calibration Certificate of testing instruments WC RW Calibration Certificate 6 Compaction test (FDD) for each layer for specified area as per QAP. WC S N005-06/ F-13,F- 20 7 Filling to required level, check the top level as per approved construction Joint. WC S Level Book LEGEND HP - HOLD POINT WC - 100% EXAMINATION BY CONTRACTOR W - WITNESS POINT RM - RANDOM CHECKING RW - REVIEW OF CONTRACTOR’S DOCMENTATION S - SURVEILLANCE INSPECTION BY OWNER/PMC
  • 18.
    INSPECTION AND TESTPLAN Doc. No. PANORAMA /ITP-CIVIL/04 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. CLINT : M/s. Golden Gate Properties Pvt. Ltd. Rev. No. -00 PMC : FBA Consulting PMC INSPECTION AND TEST PLAN FOR PLAIN CEMENT CONCRETE S. No. Activity/ Description CONTRACTOR PMC Documents to be submitted 1 Checking layout and compaction of sub grade. WC S MTC/ Lab and Field test Report - N005-06/F-13, N005-06/F-23. 2 Checking of material including water WC S 3 Calibration of weigh batcher/ batching plant WC W Calibration Report 4 Mix Proportion & use of water proofing material if any WC S 5 Check for shuttering , dewatering if any WC W N005-06/F-19 6 Checking of level pads and reduced levels as per drawing WC W 7 Concreting works as per specification. WC S 8 Finishing & checking of top level and thickness of PCC WC W N005-06/F-19 9 Curing WC S LEGEND HP - HOLD POINT WC - 100% EXAMINATION BY CONTRACTOR W - WITNESS POINT RM - RANDOM CHECKING RW - REVIEW OF CONTRACTOR’S DOCMENTATION S - SURVEILLANCE INSPECTION BY OWNER/PMC
  • 19.
    INSPECTION AND TESTPLAN Doc. No. PANORAMA /ITP-CIVIL/05 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. CLINT : M/s. Golden Gate Properties Pvt. Ltd. Rev. No. -00 PMC : FBA Consulting PMC INSPECTION AND TEST PLAN FOR RCC (Sub-Structure) S. No. Activity/ Description CONTRACTOR PMC Documents to be submitted 1 Approval of materials WC W MTC/ Test Reports 2 Calibration certificate of instruments, testing equipments WC RW 3 Checking of layout & condition of underneath PCC/ Leveling course WC W 5 Confirmation of Mix proportion after Design of mix & trial Mix at site. WC RW/HP Mix design 6 Check for Sub-soil water & dewatering arrangement, if any WC S 7 Check for line & level of shuttering with shutters condition including number of repetition, Cleaning & Oiling properly to each shutter/board and its rigidity. WC S 8 Verification of dimensions WC W 9 Reinforcement & covers to reinforcement WC W 10 Inserts Anchor bolts & Pipe sleeves, pockets, dowels etc. WC S 11 Check for obstacle encountered (Electrical conduits, pipeline etc.) WC S 12 Submission of pour card WC HP N005-06/F-19 LEGEND HP - HOLD POINT WC - 100% EXAMINATION BY CONTRACTOR W - WITNESS POINT RM - RANDOM CHECKING RW - REVIEW OF CONTRACTOR’S DOCMENTATION S - SURVEILLANCE INSPECTION BY OWNER/PMC
  • 20.
    INSPECTION AND TESTPLAN Doc. No. PANORAMA /ITP-CIVIL/05 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. CLINT : M/s. Golden Gate Properties Pvt. Ltd. Rev. No. -00 PMC : FBA Consulting PMC S. No. Activity/ Description CONTRACTOR PMC Documents to be submitted 13 Check for pouring arrangement WC S 14 Check for safety and lighting arrangements WC S 15 Concreting, testing, compaction & finishing WC S 16 Checking of Slump WC W 17 Casting of Cubes WC W 18 Curing for a period of 14 days WC S 19 Testing of cubes WC W N005-06/F-08 20 Removal of shuttering WC S 21 Check for water tightness, rendering if any WC S LEGEND HP - HOLD POINT WC - 100% EXAMINATION BY CONTRACTOR W - WITNESS POINT RM - RANDOM CHECKING RW - REVIEW OF CONTRACTOR’S DOCMENTATION S - SURVEILLANCE INSPECTION BY OWNER/PMC
  • 21.
    INSPECTION AND TESTPLAN Doc. No. PANORAMA /ITP-CIVIL/06 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE CLINT : M/s. Golden Gate Properties Pvt. Ltd. Rev. No. -00 PMC : FBA Consulting PMC INSPECTIONAND TEST PLAN FOR RCC (SUPER STRUCTURE) S. No . Activity/ Description CONT RACT OR PMC Documents to be submitted 1. Approval of materials WC RW MTC & Test Reports 2. Concept & design of Shuttering WC RW Shuttering Design 3. Checking of layout. WC S 4. Proper chipping of construction joint removing all loose aggregate. Applying jointing material over construction joint if any. WC S 5. Mix design/Ready mix concrete WC RW/ HP Lab report of Mix Design 6. Check the alignment including size & diagonals of shutting and level of shuttering. Check condition of ply & plates. Cleaning and oiling to shuttering. Filling gaps if any. Ensure sufficient wooden/MS battens to the ply. Confirm proper supporting arrangement. WC S 7. Check scaffolding includes size/ thickness of members & spacing between members as per given design. Verticality of vertical members (Props), firm Horizontal/cross bracing, Jacks are properly tighten, base plates supports on firm surface. Hoisting arrangements. WC S 8. Check for Rubber liner shuttering if any WC S 9. Verification of dimensions WC S 10. Reinforcement & cover to reinforcement WC W 11. Inserts, bolts, pipe sleeves, MS rungs, concealed electrical conduits, fan hooks, dowels, etc. including welding if any WC S
  • 22.
    INSPECTION AND TESTPLAN Doc. No. PANORAMA /ITP-CIVIL/06 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. CLINT : M/s. Golden Gate Properties Pvt. Ltd. Rev. No. -00 PMC : FBA Consulting PMC S. No. Activity/ Description CONT RACT OR PMC Documents to be submitted 12. Pockets/ openings WC W 13. Expansion joints, if any WC S 14. Check for water stops, slopes, stoppers, if any WC S 15. Ensure proper functionality all electrical & mechanical equipments viz. concrete pump, transit mixers, Vibrators & Nozzles etc. WC S 16. Check for safety and lighting arrangements WC S 17. Filling of Pour Card WC HP N005-06/F-19 18. Check for pouring arrangement in case of RMC WC S 19. Concreting, testing, compaction & finishing WC S 20. Checking of Slump WC W 21. Casting of cubes WC W 22. Curing for a period of 14 days WC S 23. Testing of cubes WC W 24. Removal of formwork/ staging WC S N005-06/F-08, 25. Hacking the exposed surface if necessary WC S 26. Check for water tightness, rendering, if any WC S LEGEND HP - HOLD POINT WC - 100% EXAMINATION BY CONTRACTOR W - WITNESS POINT RM - RANDOM CHECKING RW - REVIEW OF CONTRACTOR’S DOCMENTATION S - SURVEILLANCE INSPECTION BY OWNER/PMC
  • 23.
    INSPECTION AND TESTPLAN Doc. No. PANORAMA /ITP-CIVIL/07 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. CLINT : M/s. Golden Gate Properties Pvt. Ltd. Rev. No. -00 PMC : FBA Consulting PMC INPECTION TEST PLAN FOR BRICK WORK S. No. Activity/ Description CONTRACTOR PMC Documents to be submitted 1. Approval of material WC W N005-06/ F-09. 2. Cleaning of surface WC S 3. Soaking of bricks WC S 4. Cement mortar proportion/ Water cement Ratio WC S 6. Check for thickness of Brick Work/ Locations of Doors & Window WC S 7. Staging & scaffolding WC S 8. Hacking of concrete surface/Cement Punning to the concrete surface. WC S 9. Check for bond/closers, thickness of joints, and height of masonry work in a day. WC S 10. Line, level & plumb. WC S 11. Reinforcement in Brick work as per SOR WC S 12. Raking out joints, keys in brick work, if any. WC S 13. Check for RCC bonds/Reinforcement/PCC flooring, in case of partition brick work WC S 14 Embedment of fixtures WC S 15 Curing for a period of 7 days WC S LEGEND HP - HOLD POINT WC - 100% EXAMINATION BY CONTRACTOR W - WITNESS POINT RM - RANDOM CHECKING RW - REVIEW OF CONTRACTOR’S DOCMENTATION S - SURVEILLANCE INSPECTION BY OWNER/PMC
  • 24.
    INSPECTION AND TESTPLAN Doc. No. PANORAMA /ITP-CIVIL/08 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. CLINT : M/s. Golden Gate Properties Pvt. Ltd. Rev. No. -00 PMC : FBA Consulting PMC INSPECTION AND TEST PLAN FOR PLASTERING WORK S. No. Activity/ Description CONTRACTOR PMC Documents to be submitted 1 Curing of area for plaster before 12 hours of start of plaster work. WC S 2 Approval of material WC W N005-06/ F-16, F- 22 3 Check for completeness of all hidden jobs like piping, conducting. WC S 4 Sample preparation for finish and its approval. WC W 5 Fixing of Chicken Mesh as applicable WC W 6 Hacking and cleaning the surface, removing loose particles, wetting the surface. WC S 7 Preparation of mortar as per SOR including addition of water proofing compound if necessary. WC S 8 Checking level pads. WC S 9 Checking thickness of plastering work, plumb and even surface. WC W 10 Check for grooves, openings, plumb and even surface. WC S 11 Curing for a period of 7 days WC S LEGEND HP - HOLD POINT WC - 100% EXAMINATION BY CONTRACTOR W - WITNESS POINT RM - RANDOM CHECKING RW - REVIEW OF CONTRACTOR’S DOCMENTATION S - SURVEILLANCE INSPECTION BY OWNER/PMC
  • 25.
    INSPECTION AND TESTPLAN Doc. No. PANORAMA /ITP-CIVIL/09 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. CLINT : M/s. Golden Gate Properties Pvt. Ltd. Rev. No. -00 PMC : FBA Consulting PMC INSPECTION AND TEST PLAN FOR FLOORING WORK S. No. Activity/ Description CONTRACTOR PMC Documents to be submitted 1 Cleaning the surface for flooring WC S 2 Approval of flooring material by shade, colour & design pattern and field test results also material for mortar. WC RW/HP Lab Reports, N005-06/ F- 24, F-25 3 Checking thickness of Tiles / Marble / Granite at site. WC W Register 4 Checking of underneath floor level & Finished floor level as per drawing. WC S 5 Check design pattern as per the drawing of decorative/marble flooring before actual lying. WC S 6 Checking mortar proportion & thickness WC S 7 Checking the Joint & filling of required colour pigments in joint WC S 8 Checking the thickness of the flooring Checking the Level/slope. WC S 9 Laying of tiles/marble. WC S 10 Checking the polishing at required degree /smoothness. WC S 11 Curing for a period of 7 days WC S 12 Cleaning floored surface. WC S LEGEND HP - HOLD POINT WC - 100% EXAMINATION BY CONTRACTOR W - WITNESS POINT RM - RANDOM CHECKING RW - REVIEW OF CONTRACTOR’S DOCMENTATION
  • 26.
    INSPECTION AND TESTPLAN Doc. No. PANORAMA /ITP-CIVIL/10 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. CLINT : M/s. Golden Gate Properties Pvt. Ltd. Rev. No. -00 PMC : FBA Consulting PMC INSPECTION AND TEST PLAN FOR DOORS / WINDOWS Sl. No. Activity/ Description CONTRACTOR PMC Documents to be submitted 1 Checking the material and its test report WC RW LAB REPORT 2 Check for sections & dimensions WC W 3 Section joinery details WC S 4 Checking dimensions of the window/Doors WC W 5 Grouting with lugo/dash fasteners WC S 6 Checking of Hold Fasteners. WC S 7 Checking of anchorage and fixing of hold fasteners & rubber gas kit WC S 8 Check for thickness & type of glazing WC W 9 Checking of Pataam. WC W 10 Checking of Facia WC S 11 Checking of plumb/levels WC S 12 Shade of pints, no. of coats including surface preparation. WC S LEGEND HP - HOLD POINT WC - 100% EXAMINATION BY CONTRACTOR W - WITNESS POINT RM - RANDOM CHECKING RW - REVIEW OF CONTRACTOR’S DOCMENTATION S - SURVEILLANCE INSPECTION BY OWNER/PMC
  • 27.
    INSPECTION AND TESTPLAN Doc. No. PANORAMA /ITP-CIVIL/11 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. CLINT : M/s. Golden Gate Properties Pvt. Ltd. Rev. No. -00 PMC : FBA Consulting PMC INSPECTION AND TEST PLAN FOR PAINTING Sl no. Activity/Description CONTRACTOR PMC Documents to be submitted 1. Surface preparation WC S 2. Firm scaffolding and covering of Floor to avoid marks of paint on tiles. WC S 3. Checking colour scheme WC RW/HP 4. Approval of material WC RW Procurement from approved make – Purchase proof 5. Checking type/Quality of putty/primer/paint/putty. WC S 6. Checking and matching of colour coats/pattern/texture. Uniformity in appearance and desired finish. WC S 7. Checking number of coats/thickness. WC S 8. Curing if required. WC S LEGEND HP - HOLD POINT WC - 100% EXAMINATION BY CONTRACTOR W - WITNESS POINT RM - RANDOM CHECKING RW - REVIEW OF CONTRACTOR’S DOCMENTATION S - SURVEILLANCE INSPECTION BY OWNER/PMC
  • 28.
    INSPECTION AND TESTPLAN Doc. No. PANARAMA /ITP-CIVIL/12 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. CLINT : M/s. Golden Gate Properties Pvt. Ltd. Rev. No. -00 PMC : FBA Consulting PMC INSPECTIONAND TEST PLAN FOR FALSE CEILING WORK Sl no. Activity/Description CONTRACTOR PMC Documents to be submitted 1 Checking/testing of material WC W/RW MTC/ Lab test report 2 Checking of rendering of slab WC S 3. Clearance of services above false ceiling WC S 4. Checking of BoFC level as per drawing WC S 5. Checking hanging arrangement & grid arrangement WC S 6 Fixing of false ceiling tiles WC S 7 Marking, cutting & fixing of electrical & AC points as per drawing. WC W 8 Checking of final leveling & alignment. WC W 9 Removal plastic coating in case of metal tiles WC S 10 Filling of joints & painting in case of gypsum board WC S LEGEND HP - HOLD POINT WC - 100% EXAMINATION BY CONTRACTOR W - WITNESS POINT RM - RANDOM CHECKING RW - REVIEW OF CONTRACTOR’S DOCMENTATION S - SURVEILLANCE INSPECTION BY OWNER/PMC
  • 30.
    INDEX – TESTPROCEDURE SR. NO. PROCEDURE NAME PROCEDURE NUMBER 1 DETERMINATION OF DRY DENSITY OF SOIL BY CORE CUTTER METHOD PANORAMA/TP - 01 2 PROCEDURE FOR COMPRESSIVE STRENGTH TESTING OF CONCRETE PANORAMA/TP - 02 3 PROCEDURE FOR DETERMINATION OF AGG. CRUSHING VALUE PANORAMA/TP - 03 4 PROCEDURE FOR DETERMINATION OF AGG. ELONGATION INDEX PANORAMA/TP - 04 5 PROCEDURE FOR DETERMINATION OF AGG. FLAKINESS INDEX PANORAMA/TP - 05 6 PROCEDURE FOR DETERMINATION OF AGG. SPECIFIC GRAVITY & WATER ABSORPTION PANORAMA/TP - 06 7 PROCEDURE FOR FIELD TEST TO DETERMINE SILT CONTENT IN SAND PANORAMA/TP - 07 8 PROCEDURE TO FILL CUBES OF FRESH CONCRETE PANORAMA/TP - 08 9 PROCEDURE FOR SAMPLING INSPECTION TESTING OF RMC PANORAMA/TP - 09 10 PROCEDURE FOR SEIVE ANALYSIS OF COARSE AGGREGATE PANORAMA/TP - 10 11 PROCEDURE FOR SEIVE ANALYSIS OF FINE AGGREGATE PANORAMA/TP - 11 12 PROCEDURE FOR SLUMP TEST PANORAMA/TP - 12 13 PROCEDURE FOR COMMON BURNT CLAY BRICKS PANORAMA/TP - 13 14 PROCEDURE FOR SAMPLING OF AGGREGATE PANORAMA/TP - 14 15 PROCEDURE FOR SAMPLING OF BRICKS PANORAMA/TP - 15 16 PROCEDURE FOR SAMPLING OF EARTH SOW PANORAMA/TP - 16 17 PROCEDURE FOR SAMPLING OF FRESH CONCRETE PANORAMA/TP - 17 18 PROCEDURE FOR DETERMINATION OF WATER CONTENT OF SOIL SAMPLE PANORAMA/TP - 18
  • 31.
    DRY DENSITY OFSOIL IN PLACE BY CORE CUTTER METHOD Doc. No. /PANORAMA/TP-01 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. Rev.-00 CLINT : M/s. Golden Gate Properties Pvt. Ltd. PMC : FBA Consulting PMC DETERMINATION OF DRY DENSITY OF SOIL IN PLACE BY CORE-CUTTER METHOD (I.S: 2720-XXIX) Aim: To determine the field dry density of fine grained soil by using core cutter. It is less accurate than Sand Replacement Method and recommended for well Compacted soils. Apparatus: Core cutter / Dolly / Rammer. Weigh balance of 1 g accuracy. Pallet knife, Straight edge, Steel rule, Pick axe etc. Soil sample is termed as fine-grained if 90% by weight passes through IS sieve 4.75 mm. Procedure:  Internal Volume ( Vc, cm3 ) of core cutter shall be calculated by taking Dimensions to nearest the 0.25 mm (By vernier).  Cutter shall be weighed to nearest g. ( Wc, g )  A small area, approximately 30 cms square of the soil layer to be tested shall be exposed and leveled.  Cutter shall be placed vertically on soil with dolly on top.  Cutter shall be rammed down vertically into the soil layer until only about 15 mm of dolly protrudes above surface.  Care should be taken that cutter shall not rock sideways while hammering.  The cutter shall be dug out of surrounding soil by pick axe. Please take care so as to have some protruding soil mass from the lower edge.  Soil from both the ends shall be trimmed flat to the ends of cutter.  The cutter containing soil mass shall be weighed to nearest g ( Ws, g )  The soil mass shall be removed from cutter and representative sample shall be tested for water contents. At least 3 tests are required to make an average result.
  • 32.
    Remarks – Often,problem is encountered when soil mass is dry and cutter is not properly filled up or loses soil while handling. In such case test is to be done by sprinkling water and testing after suitable lapse of time. Core cutter shall be removed, trimmed and kept in polythelene bag to take it to laboratory. It shall be weighed with cutter and any loose soil mass collected in bag. Calculations : Bulk Density Yb of Wet Soil is as below: Yb = ( Ws – Wc ) / Vc , gms /cm3 Dry Density Yd is as below: Yd = 100 Yb / ( 100 + w ) , gms /cm3 Where w = Water content % Format to be used: N005-06/F-13
  • 33.
    COMPRESSIVE STRENGTH TESTING FORCONCRETE Doc. No. PANORAMA/TP-02 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. Rev.-00 CLINT : M/s. Golden Gate Properties Pvt. Ltd. PMC : FBA Consulting PMC PROCEDURE FOR COMPRESSIVE STRENGTH TESTING FOR CONCRETE Aim : To establish Compressive strength of concrete sample for acceptance. Apparatus : 1. Compressive Testing Machine having adequate capacity. 2. Weighing Balance. 3. Measuring Scale. Procedure :  Remove the cubes required for testing from curing tank. Wipe off water and air dry them to surface dryness.  Stack cubes in sequence as per mix, dates, locations etc.  Record the actual surface area ( Sq cm)of the cube which will be in contact with the platen of CTM ( A in Sqcm or Sqmm ).  Weigh the cubes and record the weights in the register in kg.  Place the cube on platen centrally keeping trowelled side in front.  Position the top platen on cube surface. See that there is no gap left between cube top and platen.  Load the CTM at desired speed without any shocks. ( Pointer and needle shall move together)  When crushing takes place in the specimen, needle will start falling back but pointer will remain at maximum reading.  Record the reading shown by pointer viewing perpendicular to the face of dial. ( Load applied in kN or tonne- W)  Relieve the load from CTM. Remove the cube. Clean the platens.  Check the features of cube failure. Good failure is when the cube mass retained has concavity on sides. If failures are occurring consistently by crack developing only on one side it means cubes are eccentrically loaded. If cracks are always developed centrally means point load is getting applied due to Convexity of platens. Remedial measures are required to be taken for this.
  • 34.
    Calculations: 1. Compressive Stress( c ) in N / mm2 or Kg / cm2 as below : c = Wx1000 /A in N/mm2 or Kg /cm2 Average of the set of Three or more cubes to be recorded (c’ ). 2. When three or more cubes from single batch/lot is tested, max variation is allowed +/- 15%. If any cube is showing more variation, result of that cube is discarded and average of two or more is to be taken. Recording : Record is generated as per the sample format given in chronological order. Format to be used: Cube Register Compression testing of cube testing - N005-06/F-08
  • 35.
    AGGREGATE CRUSHING VALUEDoc. No. PANORAMA/TP-03 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. Rev.-00 CLINT : M/s. Golden Gate Properties Pvt. Ltd. PMC : FBA Consulting PMC PROCEDURE FOR DETERMINATION OF AGGREGATE CRUSHING VALUE ( I.S : 2386-IV ) Aim: To calculate aggregate Crushing value by testing aggregate passing 12.5 mm sieve and retained on a 10 mm sieve. (This is an alternate method for Aggregate Impact Value.) Apparatus: 15 cm dia steel cylinder with plunger and base plate, tamping rod 16 mm dia and 600 mm long with one end rounded, Weighing balance of accuracy 1 g, Sieves 12.5 mm , 10 mm & 2.36 mm, Drying Oven, CTM Procedure :  Take sample of aggregates by sieving through 12.5mm and retained on 10mm.  The aggregate shall be tested in surface dry condition. If dried by heating, the period of drying shall not exceed 4 hours and temp shall be 100-110 deg C.  Sample shall be cooled down to room temperature before testing. Take approximately 6 kgs of sample.  The quantity of the sample shall be such that the depth of material in the cylinder after tamping shall be 10cms.  Cylinder shall be filled up in 3 layers and each layer shall be tamped 25 times with tamping rod and finally leveled off.  The weight of material comprising the test sample shall be determined. ( A ), g  The plunger shall be placed in position and the apparatus shall be then placed between the platens of CTM.
  • 36.
     Load shallbe applied at uniform rate so that load of 40T is reached in 10 minutes.  The load shall be removed from the cylinder and sieved through 2.36 mm Sieve. The fraction passing sieve 2.36 mm shall be weighed to nearest 1g. Such two tests shall be taken. Reporting: Aggregate Crushing Value, % = (B / A) x100 The mean of the two results shall be reported to the nearest whole number. Format to be used: N005-06/F-03
  • 37.
    ELONGATION INDEX OFAGGREGATE Doc. No. PANORAMA/TP-04 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. Rev.-00 CLINT : M/s. Golden Gate Properties Pvt. Ltd. PMC : FBA Consulting PMC PROCEDURE FOR DETERMINATION OF ELONGATION INDEX OF AGGREGATE (IS: 2386 – I) Aim: To determine the Elongated shape of particles of Coarse Aggregate greater than 6.3 mm size. Apparatus: Balance with accuracy of 0.1% of weight of the sample, Elongation Index Gauge All other as per Sieve analysis. Sample: It shall be taken from retained material from Sieve analysis preferably and should Have at least 200 pieces of any fraction. Procedure:  Each sample of 20mm and 10mm metal shall be taken from retained fraction.  Each fraction shall be gauged in turn for thickness on metal gauge.  The total amount passing the gauge shall be weighed. Report: The Elongation Index is the total weight of the material passing the various Thickness gauges; expressed as a % of the weight of total sample gauged. Format to be used: N005-06/F-01
  • 38.
    FLAKINESS INDEX OFAGGREGATE Doc. No. PANORAMA/TP-05 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. Rev.-00 CLINT : M/s. Golden Gate Properties Pvt. Ltd. PMC : FBA Consulting PMC PROCEDURE FOR DETERMINATION OF FLAKINESS INDEX OF AGGREGATE (IS: 2386 – I) Aim: To determine the Flakiness of particles of Coarse aggregate greater than 6.3 mm size. Apparatus : Balance with accuracy of 0.1% of weight of sample, Flakiness Index Gauge All other as per Sieve analysis. Sample : It shall be taken from retained material from Sieve analysis preferably and should have at least 200 pieces of any fraction. Procedure :  Each sample of 20 mm and 10mm shall be taken from retained fraction.  Each fraction shall be gauged in turn for thickness on metal gauge.  The total amount retained on the gauge shall be weighed. Report : The flakiness Index is the total weight of the material passing the various thickness gauges; expressed as a % of the weight of total sample gauged. Format to be used: N005-06/F-02
  • 39.
    SILT CONTENT INSAND Doc. No PANORAMA /TP-07 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. Rev.-00 CLINT : M/s. Golden Gate Properties Pvt. Ltd. PMC : FBA Consulting PMC PROCEDURE FOR FIELD TEST FOR SILT CONTENT IN SAND Aim : To determine Silt content in Sand by volumetric method field test. Apparatus : Measuring cylinder 250 ml, Common Salt. Procedure :  Prepare 1% solution by mixing 10 gms of common salt in 1 litre of water.  Put this solution in measuring cylinder up to the mark of 50 ml.  Add Sand as received in the cylinder till its level reaches 100 ml.  Add Solution again so that the mixture reaches the level of 150 ml.  Cylinder top is now covered with the palm of hand and shaken vigorously by turning upside down.  Then allow it to stand undisturbed for 3 hours.  Take reading for top layer of Silt ( A ) and layer of Sand ( B ). Calculations : Silt content % Volumetric = (A / B) x100 Reporting : % Silt contain (Volumetric ) shall be reported in whole number. Note : This method is approximate and conversion to weight basis ( which is Acceptance criteria ) is dependent on fineness of material. However 8% volumetric content is treated as reliable. It was suggested that weight ratio is obtained by multiplying volumetric ratio by ¼ for natural sand and ½ for Crushed sand. Accurate test when 8% limit of silt contain is exceeded can be done as per IS method of Sedimentation if required. Format to be used: N005-06/F-21
  • 40.
    FILLING CUBES FROMFRESHLY MIXED CONCRETE Doc. No. PANORAMA/TP-08 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. Rev.-00 CLINT : M/s. Golden Gate Properties Pvt. Ltd. PMC : FBA Consulting PMC PROCEDURE FOR FILLING CUBES FROM FRESHLY MIXED CONCRETE Aim : To prepare specimens for the test of Compressive Strength of concrete. Apparatus : Cube moulds fitted tightly on base plate (size in mm 150x150x150) in required set (One set comprises of 6 moulds.) Smooth Tamping rod of size 16 mm dia and length of 600 mm with one rounded edge. Trowels small and large.Collection pan, scoop, measuring scale etc.Flat working platform of adequate size. Procedure of Cube Casting:  Cube moulds shall be verified for dimensions and tight fitting assembly. They shall be lightly oiled and have clean surfaces.  Cube moulds shall be arranged in sets on working platform.  Sample is collected as per the procedure given earlier.  Concrete is filled in cubes one by one in three layers. Each layer is tamped 35 times with tamping rod evenly. Tamping shall penetrate the layer below. Care to be taken particularly at corners. Small trowel can be used at the sides to ensure proper surface of sides and allow entrapped air to escape.  Cubes shall be filled slightly above top surface of mould.  The top extra layer shall be struck off by large trowel, flush to the top.  Cubes shall not be disturbed till at least 6 hours after the casting.  Cube concrete surface shall be marked with Cube I.D. , Mix, location of use, date, source of concrete ( additional) when adequately set.  Cubes thus cast, shall be covered with wet gunny bags till they are replaced in curing tank.
  • 41.
     After about10-12 hours cubes can be opened and place them in curing tank.  Cubes shall be checked for surface correctness, sharp edges and incorrect filling. Such defective cubes may be rejected there it self. In such case Corrective /Preventive actions shall be taken. Procedure for Tank Curing :  Cubes shall be arranged in the curing tank sequentially as per ID mark, datewise.  Cubes shall be sorted out for 7 days , 28 days tests. Cubes shall be placed in the tank in layer of three cubes with marked top upside.  Cubes once placed in tank shall not be handled, disturbed frequently so that edges are not broken.  Water in tank shall cover cubes by at least 50-75 mm all the time.  Water temperature must be maintained in winter. Procedure for In-Situ Curing : This method is deployed to decide stripping time of shuttering when shuttering stripping is planned earlier than given as per IS: 456. This method shall not be deployed for the cubes to be tested for compressive strength of concrete at 28 days. Record : Details of Cubes thus sampled shall be entered serially in Cube Register maintained for testing compressive strength. The number of cube samples cast shall also be entered in pour card with proper traceability to cube register. Format to be used: It shall be recorded in Cube register & pour card
  • 42.
    SAMPLING / INSPECTION/ TESTING RMC CONCRETE Doc. No. PANORAMA/TP-09 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. Rev.-00 CLINT : M/s. Golden Gate Properties Pvt. Ltd. PMC : FBA Consulting PMC PROCEDURE FOR SAMPLING / INSPECTION / TESTING RMC CONCRETE Aim: To Check, Inspect Conformity of RMC Concrete which is manufactured outside and supplied at site. Pre-requisites: RMC supplier shall be given prior information by the site regarding following: 1. Grade of Concrete. 2. Minimum Cement or cementations material contents. (EIL Appro. required) 3. Slump required and tolerances in slump. (EIL Approval required) 4. W/C ratio. 5. Method of Concreting (Manual, Bucket or Pumping) 6. Control of temperature if required shall be specified in case of Mass concreting. 7. Quantity of Concrete required – Total, Phase wise, day wise. 8. Supplier shall know site condition, distance and shortest route to the site from his plant. RMC Supplier shall give following Information to Site: 1. Mix design details including admixtures/ additives and cement used. 2. Material testing results for Cement, Admixtures / Additives, water, Coarse and Fine aggregate. 3. Transit mixer Capacity & time to travel from RMC plant to site. 4. Minimum and maximum quantity that can be supplied in a single pour.
  • 43.
    5. Supplier’s In-housetesting facilities. 6. Method of concreting which Supplier can undertake for the pours. 7. Communication system which Supplier adopts. 8. Name of Important Plant Personnel.
  • 44.
    SIEVE ANALYSIS OFCOARSE AGGREGATES Doc. No. PANORAMA/TP-10 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. Rev.-00 CLINT : M/s. Golden Gate Properties Pvt. Ltd. PMC : FBA Consulting PMC PROCEDURE FOR SIEVE ANALYSIS OF COARSE AGGREGATES ( I.S. : 2386-I ) Aim : To determine the properties of Coarse aggregate for size and grading distribution ( Nominal 20mm/12.5or10 mm metal). Apparatus : Drying Oven, IS Sieves 40 mm, 20 mm,16 mm, 12.5 mm, 10mm, pan. – for Analysis of 20 mm metal. IS Sieves 20 mm, 16 mm,12.5 mm, 10 mm, 4.75 mm ,2.36mm pan - for Analysis of 10/12.5 metal. Weigh scale to the accuracy of 1gm, Brush, Metal trays etc. Procedure:  Sample of aggregate shall be collected as given earlier.  Sieves shall be cleaned and arrange in sequence in descending order. Pan shall at the lower most end and Lid on top.  Take around 5 kg of sample and dry it in oven at temp of 100-110 deg C.  Dried sample shall be then weighed ( 5 kg preferably) and sieved successively on sieves starting with 40mm and then through 4.75mm( For 20 mm down aggregate size ) and through 2.36 mm (For 12.5/10 mm down aggregate size) .  Each sieve shall be shaken at least for two minutes on clean tray until no more trace passes.  Motion shall be varied like back and forth, left to right, circular clockwise and anti-clockwise and with frequent jarring.  Material shall not be forced through the mesh. But for coarser than 20mm particles, placing is permitted (passing particles through sieve opening manually).
  • 45.
     Sieves shallbe brushed from underneath of mesh and pass on to the next.  On completion of sieving, material retained on each sieve is to be weigh Separately. Reporting: The cumulative % by weight of the total sample passing each sieves, to the Nearest whole number. Or The % by weight of the total sample passing one sieve and retained on the next smaller sieve to the nearest 1 decimal. Check for permissible limits for passing. Format to be used: N005-06/F-14
  • 46.
    SIEVE ANALYSIS OFFINE AGGREGATES Doc. No. PANORAMA /TP-11 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. Rev.-00 CLINT : M/s. Golden Gate Properties Pvt. Ltd. PMC : FBA Consulting PMC PROCEDURE FOR SIEVE ANALYSIS OF FINE AGGREGATES ( I.S. : 2386-I ) Aim : To determine the properties of Fine aggregate for size and distribution by calculating Fineness modulus and deciding Grading Zone. Apparatus : Drying Oven, IS Sieves 10 mm, 4.75mm, 2.36 mm, 1.18 mm, 600 micron, 300 micron, 150 mm, Pan, Weigh scale to the accuracy of 1g, Brush , Metal trays etc. Procedure:  Sample of sand shall be collected as given earlier.  Sieves shall be cleaned and arrange in sequence in descending order. Pan shall at the lower most end and Lid on top.  Take around 1 kg of sample and dry it in oven at temp of 100-110 deg C.  Dried sample shall be then weighed ( 1 kg preferably) and sieved successively on sieves starting with 10mm and then through 150 micron.  Each sieve shall be shaken at least for two minutes on clean tray until no more trace passes.  Motion shall be varied like back and forth, left to right, circular clockwise and anti-clockwise and with frequent jarring.  Material shall not be forced through the mesh. Lumps in fines shall be broken against the wall of sieve.  Sieves shall be brushed from underneath of mesh and pass on to the next.  On completion of sieving, material retained on each sieve is to be weigh separately.
  • 47.
    Calculations: Fineness Modulus: Addvalues of Cumulative % Retained on each sieves and Divide by 100. (Normally accepted limit of FM is value between 2.2 to 3.2. Higher value of FM indicates Coarser sand whereas lesser value indicates Finer one. ) Grading Zone of Fine Aggregate – Value is shown between I to IV. Where zone- I is associates with Coarser Fine aggregate and Zone IV is Finer. Zones are decided from values of 600 micron passing % in sieve analysis. ( Refer Table-4 of IS : 383 ) Zone –I – 15-34%, Zone-II – 35-59 %, Zone-III- 60-79%, Zone-IV- 80-100% Reporting:  The cumulative % by weight of the total sample passing each sieves, to the nearest whole number. Or The % by weight of the total sample passing one sieve and retained on the next smaller sieve to the nearest 1 decimal.  Calculate F.M. of the material and decide Grading Zone of material. Format to be used: N005-06/F-14 SIEVE ANALYSIS OF FINE AGGREGATES Doc. No. PANORAMA/TP-11 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. Rev.-00 CLINT : M/s. Golden Gate Properties Pvt. Ltd. PMC : FBA Consulting PMC
  • 48.
    SLUMP TEST Doc.No. PANORAMA/TP-12 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. Rev.-00 CLINT : M/s. Golden Gate Properties Pvt. Ltd. PMC : FBA Consulting PMC PROCEDURE FOR SLUMP TEST FOR FRESH CONCRETE (IS: 1199) Aim : To check Workability of Freshly mixed Concrete by Standard Slump Cone Method. This method is suitable for max size of aggregate upto 38 mm only. Apparatus :  Slump cone with base plate and cone having bottom dia 20 cms , top dia 10 cms and height 30 cms.  Smooth Tamping rod 16 mm dia and 600 mm long with one rounded edge.  Scoop , Trowel, Collection pan, measuring scale ( Tamping rod also have marking ).  Smooth / Leveled platform for working. Procedure :  Sample is collected as per the sampling procedure given earlier.  Internal surface of the cone shall be cleaned and freed from extra moisture and any layer of set cement slurry.  Conical mould shall be fixed tight on the base with screw arrangement ensuring that no cement slurry will leak from the joint.  Assembly shall be placed on smooth and truly horizontal surface rigidly.  Mould shall be filled up in 4 layers. Each layer shall be tamped with tamping rod for 25 times evenly. Tamping shall penetrate in layer below.  The top level shall be struck off by trowel or rod flush to the top of cone.  The Cone shall loosened at the base and shall be lifted carefully vertically without disturbing concrete mass.  The subsidence shall be measured immediately.  Above operations shall be carried out at place free from vibrations and shock.
  • 49.
     The wholeexercise is to be done within two minutes from sampling.  In any test in which specimen collapses or shears the test will be repeated. Record :  Slump shall be recorded in mm.  If in repeat test the slump shears, it is to be recorded. Format to be used: N005-06/F-17
  • 50.
    PROCEDURE FOR TESTON COMMON BURNT CLAY BRICKS Doc. No. PANORAMA/TP-13 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. Rev.-00 CLINT : M/s. Golden Gate Properties Pvt. Ltd. PMC : FBA Consulting PMC PROCEDURE FOR TESTS ON COMMON BURNT CLAY BRICKS (I.S: 3495-I&II ) A. DETERMINATION OF COMPRESSIVE STRENGTH OF BRICKS: Aim: To determine Compressive Strength of Common Burnt Clay bricks Apparatus : M.S. Packing Plates 10 / 12 mm thk of adequate size ( 250mm x 150 mm)- 2 nos, minimum Plywood sheets 3mm thk /3 ply – 2 nos, CTM, Measuring Scale Clean sand screened through 3 mm sieve ( Remark-Sieving through 4.75 mm normally will do), O.P. Cement, jute cloth Pre- Conditioning:  Record the measurements of the samples to nearest 1mm.  Remove the unevenness observed in the bed faces to provide two smooth and parallel faces by grinding ( rubbing )  Immerse the specimens in the water at room temperature for 24 hours.  Remove specimen and drain out surplus moisture. Fill the frog and voids in the bed faces with CM 1:3 flushed to the surface.  Store under damp jute cloth for 24 hrs and then immerse in water for 3 days.  Remove specimen from water and wipe traces of moisture. Procedure :  Place the specimen with flat faces horizontal and mortar filled face upward between two ply sheets and required packing plates. Center it carefully.  Apply load at rate of 140 kg /cm2 per minute ( 30 tonne per minute ) , till failure occurs.  Note the maximum load at the failure.
  • 51.
    Calculations : Compressive Strength,kg /cm2 = Max Load in Kg / Avg area of the bed faces of the specimen, cm2 Report: Average of the results shall be reported. B. DETERMINATION OF WATER ABSORPTION: Aim : To determine water absorption of specimen by 24 hours immersion in cold water. Apparatus : Balance with accuracy of 1g, Oven, Measuring scale. Pre- conditioning :  Dimensions shall be measured to accuracy of 1 mm of test specimen  Dry specimen in oven at temperature 105-115 deg C till it attains substantially constant mass.  Cool the specimen to room temperature and obtain weight – M1, g ( Specimen warm to touch shall not be weighed. ) Procedure:  Immerse completely dried specimen in clean water at temperature 27+/- 2 deg C.  Remove specimen after 24 hours and wipe out any traces of water with damp cloth.  Weigh the specimen within 3 minutes after removing from water. ( M2, g ) Calculations : % Water Absorption = ( M2-M1 /M1) x100 Report : Average of the results to be reported. Format to be used: Field Dry Density Test - N005-06/F-09
  • 52.
    SAMPLING OF AGGREGATESDoc. No. PANORAMA/TP-14 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. Rev.-00 CLINT : M/s. Golden Gate Properties Pvt. Ltd. PMC : FBA Consulting PMC PROCEDURE FOR SAMPLING FOR AGGREGATES (IS: 2430): Sample from Stock Pile of the Coarse / Fine aggregate:  Samples from stock piles should be made up of at least 10 increments; taken Equally from top third, mid point and bottom third.  Outer layer of sampling point shall be removed and the sample is taken from the material beneath.  Gross Sample – the sample thus collected will be the gross sample. Qty of gross sample is depends on the aggregate size : SL. No. Aggregate Size Gross Sample 1 2.36mm/4.75mm 10 KG 2 12.5 mm 15 KG 3 20 mm 25 KG 4 40 mm 80 KG Reduction of Gross Sample : Will be done as per method of Quartering to required sample size for testing. Quartering Method :  Take the gross sample on plain platform. For Fine aggregate use Tray so that residual fines can be collected by brushing.  The aggregate shall be mixed and then scooped into a cone shape pile.  After the cone is formed, it shall be flattened by pressing the top.  Then it is divided in four quadrants diagonally.  The bulk of the sample is reduced by rejecting any two diagonally opposite Quarters
  • 53.
     This methodis repeated till sample size is approximately achieved for given lot. SAMPLING OF BRICKS Doc. No PANORAMA /TP-15 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. Rev.-00 CLINT : M/s. Golden Gate Properties Pvt. Ltd. PMC : FBA Consulting PMC BRICKS (As per IS: 5454)  Sampling a lot which shall contain maximum 50000 bricks. In case a consignment has bricks more than 50000 bricks of same classification, size and manufactured under relatively similar conditions, it shall be divided into lots of 50000 bricks or part thereof.  Sampling from the stack – When it is necessary to take sample from the stack, the stack shall be divided into number of real or imaginary sections and required number of bricks shall be drawn from each section. For the purpose bricks in the upper layers of the stack shall be removed to enable units to be sampled from places within the stack. Sample size – For Visual / Dimensional Characteristics – Lot Size of bricks Sample size for Individual brick Sample size For group of Check 20 bricks Check Sl. No. Range Min. Sample Collection 1 2001-10000 20-40 2 10001-35000 32-60 3 35001-50000 50-80 Sample size For Physical Characteristics – Lot size of bricks Sample size for Comp. Strength, water absorption, Efflorescence etc. Sl. No. Range Min. Sample Collection 1 2001-10000 5-10 2 10001-35000 10-20 3 35001-50000 15-30
  • 54.
    FOR EARTH /SOIL Doc. No. PANORAMA/TP-16 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. Rev.-00 CLINT : M/s. Golden Gate Properties Pvt. Ltd. PMC : FBA Consulting PMC FOR EARTH / SOIL (IS: 2720 -I)  If the earth received for testing is wet for handling then same is air dried on platform in outdoor.  The Gross sample shall be as below: Max size of particles Min. Gross Sample in Substantial qty in kg Sl. No. Max Size of particles Min. Gross Sample 1 75 mm 100 KG 2 40 mm 80 KG 3 19mm 35 KG 4 10mm 25 KG 5 4.75 mm 20 KG  Sample size for required test shall be made as per quartering method described above.  Care to be taken that no fines are lost in the operation as soil properties mostly depend on them for testing.
  • 55.
    FRESH CONCRETE INTHE FIELD Doc. No. PANORAMA/TP-17 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. Rev.-00 CLINT : M/s. Golden Gate Properties Pvt. Ltd. PMC : FBA Consulting PMC FOR FRESH CONCRETE IN THE FIELD ( IS : 1199 ) Sample from Mixer:  At least three approximate equal samples totaling 0.02 m3 (equivalent to fill 6 Cube moulds) shall be taken from a batch.  For collection a scoop shall be used. No tool with flat edges ( like phawra) shall be used.  3 samples are taken at about the time interval when ¼, ½ and ¾ of concrete is discharged. Sample from Place and Time of Deposition:  Sample shall be taken immediately after or during discharge at site.  Samples shall be collected from not less than 5 well distributed points avoiding the edges of the mass where segregation may have occurred. Mixing of Sample :  Sample thus received shall be immediately remixed on non-absorbent platform and made ready for testing. Frequency of Sampling :  The minimum frequency of sampling of concrete of each grade shall be as below: Qty of Concrete in the No of Samples * SL. No. Qty of Concrete –M3 No. of Sample- Set 1 1-5 1 2 6-15 2 3 16-30 3 4 31-50 4
  • 56.
    5 51 &above 4+1 additional sample for each additional 50 m3 or part thereof. Note: At least one sample taken from each shift. Where concrete is produced at continuous production unit such as RMC plant, frequency of sampling may be agreed upon mutually. Three specimens shall be made for each sample for testing at 28 days. Additional samples may be required for determining strength at 7 days or at the time of striking formwork. Remarks : Sample* means qty of concrete required to fill one set of cubes ( 3nos / 6 nos ) for testing. Hence number of sample is equivalent to number of cube sets (3 / 6 nos.). 3 cubes are drawn when only cube testing is done at 28 days. 6 cubes are drawn for tests at 7 / 28 days required. CONCRETING IN HIGH TEMPERATURE REGIONS (IS: 7861-1)  Ice is added  Water Cement Ratio should not change with addition of Ice  Adjust Quantity of water accordingly to the volume of melting ice CONCRETING IN LOW TEMPERATURE REGIONS (IS: 7861-2)  Precautions must be taken to keep the temperature in control during mixing and placing Concrete.  The commonly adopted method is by using hot water upto 60 C .  In extreme frost conditions the concrete surface is covered with dry blankets of straw, cement bags, tarpaulins etc.
  • 57.
    WATER CONTENT INSOIL SAMPLE Doc. No PANORAMA /TP-18 PROJECT: GOLDEN PANORAMA Luxury Apartments at BANGALORE. Rev.-00 CLINT : M/s. Golden Gate Properties Pvt. Ltd. PMC : FBA Consulting PMC PROECEDURE FOR DETERMINATION OF WATER CONTENT IN SOIL SAMPLE (IS: 2720-II) A. By Oven Drying Method: Aim : To determine Water Content in Soil Sample at Laboratory by Oven Method Apparatus : Container – Any suitable non-corrodable air tight container. ( Remarks- These can be 300ml aluminum or stainless steel boxes with lid ) Balance – Having accuracy of 0.04% of the weight of soil taken for test. Remarks- Balance of capacity 500 g and accuracy of 0.1g can be used when accurate working is required. If normal weighing balance with 1g accuracy is used then accuracy of water content will be around 0.2 to 0.5% only; depending on sample size 500 to 200 g respectively. Drying Oven – Thermostatically controlled. Soil Specimen: It shall be true representative of soil mass. The size of specimen is recommended for general laboratory use as below. However, the dryer the soil, Greater shall be size. Remarks: Preferably take 500g sample when weighing Accuracy is 1g. Size of particles - 37.5mm, 19mm, 9.5mm, 4.75mm, 2mm More than 90% passing Min qty of soil specimen 1000gm, 500gm, 300gm, 200gm, 50gm
  • 58.
    Procedure: Clean the containerwith lid, dry and weigh (W1, g)  Take the required quantity of the soil specimen in container, crumble clods and place loosely and weigh with the lid ( W2, g )  Keep filled container in an oven with the lid removed and maintain the temperature at 110+/- 5 deg C. for maximum 24 hours.  Cool the container and record Final mass of container with lid and dried sample ( W3, g ). Calculations : % of Water Content = 100 x ( W2-W3 ) / ( W3- W1) Report : The water content % shall be expressed to two significant figures ( e.g.- 23, 2.3, 0.23 ) Note : Oven drying at 110 +/- 5 deg C does not result in reliable values for soil containing Gypsum and any other mineral having water of hydration or significant amount of organic matter. Reliable values can be obtained in an oven by drying at temperature around 60-80 deg C. Remarks: Traces of Gypsum / lime / Alum can be seen as white particles. That of organic matter will show black colour fibrous traces. Particles of Green / Bluish Green can be minerals having water of hydration. B. By Sand Bath Method ( Suitable as Field Test ) This method is not suitable for soil containing a large portion of Gypsum , Calcareous Matter or Organic matter. Aim : To determine water content in soil specimen in the field. Apparatus: Container – Any suitable Air tight container as given in Oven drying method. Sand Bath : Suitable size and containing clean sand to a depth of 3 cms. Stove, Spatula Soil Specimen : As given in Oven drying method.
  • 59.
    Procedure :  Cleanthe container with lid, dry and weigh ( W1 , g )  Take the required quantity of the soil specimen in container, crumble the clods and place loosely and weigh ( W2, g )  Add few pieces ( 3-4 small) of white paper if necessary. This the indicator for over-heating. While heating the soil paper pieces shall not turn brown.  Place the container with lid removed on sand bath and heat sand bath on the stove.  During heating sample shall be turned frequently and thoroughly to assist evaporation. It shall be done carefully so as no soil mass is spilled over.  When drying is complete, remove the container and cool it down. Remove pieces of papers.  Weigh the container with lid on. ( W3, g ) Calculations : w % = 100x ( W2 - W3 ) / ( W3 –W1 ) Report : Same as Oven drying method to two significant figures (e.g. – 23, 2.3, 0.23)