| {"pdf_file": "CESMM4.pdf", "page_num": 33, "prompt": "Analyze this page with diagrams, tables, formulas, calculations, and explanations.", "response": "[OCR TEXT]\nMEASUREMENT RULES\n\n21\nCLASS B\n\nDEFINITION RULES COVERAGE RULES ADDITIONAL DESCRIPTION\nRULES\n\nA8 Item descriptions for samples\nshall state their size, type and\nclass.\n\nAQ Item descriptions for\npermeability tests shall state the\ntype and give particulars of the\ntests.\n\nA10 Item descriptions for\ngroundwater level observations\nshall state when the\nmeasurements are to be taken.\n\nA11 Item descriptions for\nstandard penetration tests shall\nstate whether they are in light\ncable percussion boreholes or\n\nrotary drilled boreholes.\n\nA12 Item descriptions for plate\nbearing tests shall state whether\nthey are in pits and trenches or\nboreholes or at the surface.\n\n \n\nA13 Item descriptions for static\ncone sounding tests shall state\nthe maximum depth of the cone\nand, where electric cones are\nused, the maximum capacity of\nthe machine.\n\nA15 Item descriptions for\ninstrumental observations shall\nstate details of the type of\nobservations and the type of\n\n \n\n \n\nprotective fences.\n\n \n \n \n\nC4 Items for inclinometers and\nsettlement gauges shall be\ndeemed to include provision of\nspecial boreholes.\n\nA16 Item descriptions for\ninclinometers and settlement\ngauges shall state whether the\ninstruments are in special\nboreholes.\n\nA14 Item descriptions for hand\nauger borehole tests and\nobservations shall state the\nminimum diameter and the\nmaximum depth of the\nboreholes.", "page_type": "diagram", "image": "CESMM4_f6c0b363_p0033.png"} |
| {"pdf_file": "CESMM4.pdf", "page_num": 34, "prompt": "Analyze this page with diagrams, tables, formulas, calculations, and explanations.", "response": "[OCR TEXT]\n22\n\nCLASS B\n\n \n\nFIRST DIVISION\n\n \n\n7 Laboratory tests : 1 Classification\n\n3 Compaction\n\n4 Consolidation\n\n \n\n5 Permeability\n\n \n\n6 Soil strength\n\n7 Rock strength\n\n \n\nSECOND DIVISION\n\n \n \n\n \n\n2 Chemical content\n\n \n \n \n \n \n \n \n \n \n \n \n \n \n\n \n\nTHIRD DIVISION\n\n \n \n \n \n \n \n \n \n \n\n1 Moisture content\n2 Atterberg limits\n3 Specific gravity\n4 Particle size analysis by sieve\n\n5 Particle size analysis by pipette or\nhydrometer\n\nFrost susceptibility\n\n \n\n \n \n \n\nOrganic matter\nSulphate\n\npH value\nContaminants\n\nStandard\nHeavy\nVibratory\n\n \n \n\nOedometer cell\nTriaxial cell\nRowe cell\n\nWNelWnNne!| BWN|@!] oO\n\n \n\nConstant head\nFalling head\n\nQuick undrained triaxial\nConsolidated undrained triaxial,\nwith pore water pressure\nmeasurement\n\n3 Consolidated drained triaxial,\nwith volume change\nmeasurement\n\nNelne\n\n4 Shearbox: peak only\n\n5 peak and residual\n6 residual only\n\ni ring shear\n\nCalifornia bearing ratio\n\n \n\nUnconfined compressive strength\n\nof core samples\n\n2 Consolidated drained triaxial,\nwith volume change\nmeasurement\n\n3 Brazilian\n\n4 Ring shear\n\n5 Point load", "page_type": "diagram", "image": "CESMM4_f6c0b363_p0034.png"} |
| {"pdf_file": "CESMM4.pdf", "page_num": 35, "prompt": "Analyze this page with diagrams, tables, formulas, calculations, and explanations.", "response": "[OCR TEXT]\nMEASUREMENT RULES\n\nDEFINITION RULES\n\nCOVERAGE RULES\n\n23\n\nCLASS B\n\nADDITIONAL DESCRIPTION\nRULES\n\n \n\n \n\n \n\n \n\nA17 Item descriptions for tests\nfor contaminants shall state the\nstandards required and the\ncontaminants to be analysed.\n\nA18 item descriptions for triaxial\ncell and Rowe cell tests shall\nstate the number of increments\nand the effective pressures.\n\nA19 Item descriptions for quick\n\nundrained triaxial tests shall\nstate the diameter and whether\na single, multistage or set of\nthree specimens is required.\n\n20 Item descriptions for\nconsolidated triaxial tests shall\nstate the diameter and the\neffective pressures. Multistage\ntests shall be identified in item\ndescriptions.\n\nA21 Item descriptions for\nShearbox tests shall state the\nnormal pressures and the size of\nthe shearbox.\n\nA22 Item descriptions for\nCalifornia bearing ratio tests\nshall state the compactive effort,\nsurcharge and whether soaking\nis required.\n\nA23 Item descriptions for\nunconfined compressive\nstrength tests shall state the\ndiameter and the height of the\nsamples.\n\nA24 Item descriptions for\nconsolidated drained triaxial\ntests shall state the diameter\nand the height of the samples\nand the effective pressure.\n\nA25 Item descriptions for\nBrazilian tests shall state the\ndiameter and the length of the\nsamples.\n\nA26 Item descriptions for ring\nshear tests shall state the normal\npressure and the diameter of\nthe samples.\n\n27 Item descriptions for point\nload tests shall state the type of\ntest required and the minimum\ndimensions of the samples.", "page_type": "diagram", "image": "CESMM4_f6c0b363_p0035.png"} |
| {"pdf_file": "CESMM4.pdf", "page_num": 36, "prompt": "Analyze this page with diagrams, tables, formulas, calculations, and explanations.", "response": "[OCR TEXT]\n24\n\nCLASS B\n\nFIRST DIVISION\n\n \n\nSECOND DIVISION THIRD DIVISION\n\n \n\n8 Professional services\n\n \n \n \n \n \n\n1 Technician\n2 Technician engineer\n\n \n \n \n\n1 Graduate\n2 Chartered\n3 Principal or consultant\n\n3 Engineer or geologist\n\n \n \n\n4 Visits to the Site\n5 Overnight stays in connection\nwith visits to the Site", "page_type": "diagram", "image": "CESMM4_f6c0b363_p0036.png"} |
| {"pdf_file": "CESMM4.pdf", "page_num": 37, "prompt": "Analyze this page with diagrams, tables, formulas, calculations, and explanations.", "response": "[OCR TEXT]\nMEASUREMENT RULES DEFINITION RULES COVERAGE RULES\n\n \n\nM2 Professional services shall be\nmeasured only where they are\nexpressly required for analysis of\nrecords and results.\n\nC5 Items for professional services\nshall be deemed to include\npreparation and submission of\nreports and keeping records of\ntime spent.\n\nC6 Items for visits to the Site and\novernight stays in connection with\nvisits to the Site shall be deemed\nto include travelling, meals,\naccommodation and other\nincidental expenses.\n\nM3 The hours measured shall be\nworking hours and shall exclude\nhours occupied in travel, meals,\netc.\n\n \n\n \n\n25\n\nCLASS B\n\nADDITIONAL DESCRIPTION\nRULES", "page_type": "diagram", "image": "CESMM4_f6c0b363_p0037.png"} |
| {"pdf_file": "CESMM4.pdf", "page_num": 38, "prompt": "Analyze this page with diagrams, tables, formulas, calculations, and explanations.", "response": "[OCR TEXT]\n26\n\nCLASS C: GEOTECHNICAL AND OTHER SPECIALIST PROCESSES\n\nIncludes:\n\nGeotechnical processes for alte!\nOther specialist processes as list\nExcludes: Compaction (included in class E)\n\nring the properties of soils and rocks\n\nGrouting carried out from within tunnels, shafts and other subterranean cavities (included in class T)\nGrouting carried out from within sewers (included in class Y)\n\nFIRST DIVISION\n\nSECOND DIVISION\n\n \n\n \n \n \n \n \n \n\nrock or artificial hard material\n\n2 Drilling for grout holes through rock or artificial hard\n\nmaterial\n3 Driving injection pipes for grout holes\n\n4 Grout holes materials and injection\n\n5 Diaphragm walls\n\n1 Drilling for grout holes through material other than\n\n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n\nVertically downwards\nDownwards at an angle 0°-45° to\nthe vertical\n\nHorizontally or downwards at an\nangle less than 45° to the horizontal\nUpwards at an angle 0°-45° to the\nhorizontal\n\nUpwards at an angle less than 45° to\nthe vertical\n\nu & w Ne\n\n1 Number of holes\n\n2 Number of stages nr\n3 Single water pressure tests nr\n4 Multiple water pressure tests nr\n5 Materials t\n\ninjection\n\n \n\nExcavation in material other than\nrock or artificial hard material m?\n2 Excavation in rock 3\n3 Excavation in artificial hard\nmaterial\n\n4 Concrete\n\n \n\n5 Plain round steel bar reinforcement t\n6 Deformed high yield steel bar\nreinforcement t\n\n \n \n\n|\n\n \n\nQuhwn\n\nN=2/OuUbWN@\n\n3\n4\n5\n6\n7\n\n1\n\nNOURBWN\n\nTHIRD DIVISION\n\n \n\n \n\n \n\n \n\nIn holes of depth:\nnot exceeding 5 m\n5-10m\n10-20 m\n20-30 m\n30-40 m\nstated exceeding 40 m\n\n333333\n\n \n\nCement\nPulverized fuel ash\nSand\n\nPea gravel\nBentonite\nChemicals\n\n \n\nNumber of injections nf\nNeat cement grout\n\nCement and stated filler grout\nChemical grout\n\nOther stated grout t\nSingle packer settings\nDouble packer settings\n\n \n\nMaximum depth:\nnot exceeding 5 m\n5-10 m\n10-15 m\n15-20 m\n20-25m\n25-30 m\nstated exceeding\n30m\n\n \n\n \n\nNominal size: 6 mm\n8mm\n10 mm\n12 mm\n16 mm\n20 mm\n25mm\n32 mm or greater\n\n \n\n7 Waterproofed joints sum\n8 Guide walls m", "page_type": "diagram", "image": "CESMM4_f6c0b363_p0038.png"} |
| {"pdf_file": "CESMM4.pdf", "page_num": 39, "prompt": "Analyze this page with diagrams, tables, formulas, calculations, and explanations.", "response": "[OCR TEXT]\nGr\n\na\n\n \n\nMEASUREMENT RULES\n\nDEFINITION RULES\n\nCOVERAGE RULES\n\n27\n\nCLASS C\n\nADDITIONAL DESCRIPTION\nRULES\n\n \n\nM1 The Commencing Surface\nadopted in the preparation of\nthe Bill of Quantities shall be\nadopted for the measurement of\nthe completed work.\n\nM2 The depths of grout holes,\nholes for ground reinforcement\nand drains shall be measured\nalong the holes irrespective of\ninclination.\n\nD1 Drilling and excavation for\nwork in this class shall be\ndeemed to be in material other\nthan rock or artificial hard\nmaterial unless otherwise stated\nin item descriptions.\n\nC1 Items for work in this class\nshall be deemed to include\ndisposal of excavated material and\nremoval of dead services.\n\n \n\n \n\nN3 Drilling through previously\ngrouted holes in the course of\nstage grouting shall not be\nmeasured. Where holes are\nexpressly required to be\nextended, the number of holes\nshail be measured and drilling\nthrough previously grouted holes\nshall be measured as drilling\nthrough rock or artificial hard\nmaterial.\n\nM4 The number of stages\nmeasured shail be the total\nnumber of grouting stages\nexpressly required.\n\n \n\n \n\n \n \n \n\nA1 The diameters of holes shall\nbe stated in item descriptions\nfor drilling and driving for grout\nholes and grout holes.\n\n \n\nM5 The mass of grout materials\nmeasured shall not include the\nmass of mixing water.\n\nM6 The number of injections\nmeasured shall be the total\nnumber of injections expressly\nrequired.\n\nM7 The mass of grout injection\nmeasured shall not include the\nmass of mixing water.\n\n \n \n \n \n \n \n \n \n \n\nA2 The type of materials shall\nbe stated in item descriptions\nfor grout materials.\n\nA3 Item descriptions for the\nnumber of injections shall\nidentify those which are in\nstages distinguishing between\nthose which are in ascending\nand descending stages.\n\n \n\nM8 Formwork for voids, rebates\nand fillets in diaphragm walls\nshall be classed as concrete\nancillaries (class G).\n\nM9 The depths of concrete in\ndiaphragm walls shall be\nmeasured from the cut-off levels\nexpressly required. The volume\nof concrete shall be calculated as\nset out in rules M1 and M2 in\nclass F.\n\nM10 The mass measured for\nreinforcement in diaphragm\nwalls shall include that o'\n\nstiffening, lifting and supporting\nsteel cast in.\n\nM11 The mass of steel\nreinforcement shall be taken as\n0.785 kg/m per 100 mm? of\ncross-section (7.85 t/m?). The\nmass of other reinforcing\nmaterials shall be taken as stated\nin the Contract.\n\nM12 Guide walls shall be\nmeasured each side of the\ndiaphragm wall.\n\nD2 Diaphragm walls are wails\nconstructed using bentonite\nslurry or other support fluids.\n\nD3 The nominal size stated in\nitem descriptions for bar\nreinforcement in diaphragm\n\nwalls shall be the cross-sectional\n\nsize.\n\n \n\n \n \n \n \n \n \n \n \n \n \n \n \n\nC2 Items for excavation for\ndiaphragm walls shall be deemed\nto include preparation and\nupholding sides of excavation.\n\nC3 Items for concrete in\ndiaphragm walls shall be deemed\nto include trimming the faces of\ndiaphragm walls and preparing\ntheir tops to receive other work.\n\nC4 Items for reinforcement in\ndiaphragm walls shall be deemed\nto include supporting\nreinforcement and preparing\nprotruding reinforcement to\nreceive other work.\n\nA4 The thicknesses of\ndiaphragm walls shall be stated\nin item descriptions for\nexcavation and concrete for\ndiaphragm walls.\n\nAS The nature of the material\nshall be stated in item\ndescriptions for excavation in\nartificial hard material.\n\nA6 The mix specifications or\nstrengths shall be stated in item\ndescriptions for concrete in\ndiaphragm walls.", "page_type": "diagram", "image": "CESMM4_f6c0b363_p0039.png"} |
| {"pdf_file": "CESMM4.pdf", "page_num": 40, "prompt": "Analyze this page with diagrams, tables, formulas, calculations, and explanations.", "response": "[OCR TEXT]\n28\n\nCLASS C\n\n \n \n \n \n \n \n \n \n \n \n \n \n\n \n\nTHIRD DIVISION\n\n \n \n \n\nFIRST DIVISION SECOND DIVISION\n\n \n\n \n\n1 Number in material other than rock\nor artificial hard material to a stated\nmaximum depth or\n\n1 Temporary\n2 Temporary with single corrosion\nprotection\n\n6 Ground reinforcement\n\n \n\n \n \n\n \n\n \n \n \n \n \n \n \n \n \n \n \n \n\n \n\n \n \n\n2 Total length of tendons in material 3 Temporary with double corrosion\nother than rock or artificial hard protection\nmaterial 4 Permanent\n3 Number in material which includes 5 Permanent with single corrosion\ntock or artificial hard material to a protection\nstated maximum depth nr} 6 Permanent with double corrosion\n4 Total length of tendons in material protection\nwhich includes rock or artificial hard\nmaterial m\n7 Sand, band and wick drains 1 Number of drains nr] 1 Cross-sectional dimension:\n2 Number of predrilled holes or not exceeding 100 mm\n3 Depth of overlying material m2 100-200 mm\n4 Depth of drains of maximum 3 200-300 mm\ndepth: not exceeding 10 m mi4 300-400 mm\n5 10-15 m m|5 400-500 mm\n6 15-20 m m|6 stated exceeding 500 mm\n7 20-25 m m\n8 stated exceeding 25 m m\n8 Vibro floation 1 Number of probes 1 Depth not exceeding 5 m m\n2 Depth of probe 2 Depth: 5-10 m m\n3 Depth: 10-20 m m\n4 Depth: 20-30 m m\n5 Depth: 30-40 m m\n6 Depth: stated exceeding 40m m", "page_type": "diagram", "image": "CESMM4_f6c0b363_p0040.png"} |
| {"pdf_file": "CESMM4.pdf", "page_num": 41, "prompt": "Analyze this page with diagrams, tables, formulas, calculations, and explanations.", "response": "[OCR TEXT]\n29\n\nCLASS C\n\n \n\n \n \n \n\nMEASUREMENT RULES DEFINITION RULES COVERAGE RULES ADDITIONAL DESCRIPTION\n\nRULES\n\nA7 The composition, location\nand working load and details of\nwater and grout testing,\npregrouting and grouting shall\nbe stated in item descriptions\nfor ground anchorages.\n\n \n\n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n\nM13 The lengths of tendons for\nground anchorages shall be\nmeasured between the outer\nends of anchorages\n\nD4 Ground anchorages and soil\nnailing shall be classed as ground\nreinforcement.\n\nA8 The composition, location\nand details of testing shall be\nstated in item descriptions for\nsoil mailing.\n\nA9 Sand drains, band drains and\nwick drains shall be separately\nidentified in item descriptions\nand the materials of which they\nare composed stated.\n\nM14 The number of predrilled\nholes measured for sand, band\nand wick drains shall be the\nnumber expressly required to be\npredrilled through overlying\nmaterial.", "page_type": "diagram", "image": "CESMM4_f6c0b363_p0041.png"} |
| {"pdf_file": "CESMM4.pdf", "page_num": 42, "prompt": "Analyze this page with diagrams, tables, formulas, calculations, and explanations.", "response": "[OCR TEXT]\n30\n\nCLASS D: DEMOLITION AND SITE CLEARANCE\n\nIncludes: Demolition and removal of natural and artificial articles, objects and obstructions which are above the Original\nSurface\n\nExcludes: Removal of articles, objects, obstructions and materials (other than tree roots) at or below the Original Surface\n(included in classes C, E, |, J, K, L, R, T, X and Y)\n\nSECOND DIVISION THIRD DIVISION\n\n \n\nFIRST DIVISION\n\n \n \n\n \n\n \n\n \n\n \n\n1 General clearance _\n2 Invasive plant species m\n\n1 Site clearance\n\n \n \n \n \n \n \n \n\n \n\n \n \n \n\n \n\n \n \n\n \n\n2 Trees nr} 1 Girth: 500 mm-2 m\n2 exceeding 2 m\n3 Stumps 1 Diameter: less than 1m\n2 exceeding 1m\n4 Buildings sum | 1 Brickwork 1 Volume: not exceeding 50 m?\n5 Other structures sum|2 Concrete 2 50-100 m?\n3 Masonry 3 100-250 m?\n4 Metal 4 250-500 m?\n5 Timber 5 500-1000 m3\n6 No predominant material 6 1000-2500 m?\n7 2500-5000 m?\n8 stated exceeding\n\n5000 m?\n\n \n\n \n\n6 Pipelines\n\n \n \n\nNominal bore: 100-300 mm\n2 300-500 mm\nexceeding 500 mm", "page_type": "diagram", "image": "CESMM4_f6c0b363_p0042.png"} |
| {"pdf_file": "CESMM4.pdf", "page_num": 43, "prompt": "Analyze this page with diagrams, tables, formulas, calculations, and explanations.", "response": "[OCR TEXT]\nMEASUREMENT RULES\n\nDEFINITION RULES\n\nCOVERAGE RULES\n\n \n\n \n\nM1 Pipelines within buildings\nand other structures shall be\nmeasured only where their\nnominal bore exceeds 300 mm.\n\nSSS ee Ee\n\nD1 General clearance shall\ninclude the demolition and\nremoval of all articles, objects\nand obstructions which are\nexpressly required to be cleared,\nexcept those for which separate\nitems are given as set out in this\nclass.\n\nD2 Invasive plant species shall\ninclude any plant whose control\nis governed by legislation and\nwhich is treated by herbicidal or\nchemical process.\n\nD3 Girths of trees shall be\nmeasured 1 m above ground\nlevel.\n\nD4 The volume used in the\nclassification of buildings and\nother structures shall be their\napproximate volume occupied,\nexcluding any volume below the\nOriginal Surface.\n\n \n\nC1 Items for demolition and site\nclearance shall be deemed to\ninclude disposal of the materials\narising.\n\nC2 Items for general clearance\nwhich include the removal of\n\nhedges shall be deemed to include\n\nthe removal of hedge stumps of\nany diameter where these are also\nrequired to be removed.\n\nC3 Items for invasive plant species\nshall include for the disposal of\nany vegetable matter remaining\nafter treatment.\n\nC4 Items for clearance of trees\nshall be deemed to include\nremoval of the stumps where they\nare also required to be removed.\n\nC5 Items for demolition of\npipelines shall be deemed to\ninclude demolition and removal of\n\nsupports.\n\n \n\n31\n\nCLASS D\n\nADDITIONAL DESCRIPTION\nRULES\n\nA11 Item descriptions for work\nfrom which the materials arising\nremain the property of the\nEmployer shall so state.\n\nA2 Item descriptions for general\nclearance shall identify the area\nincluded unless it is the total\narea of the Site.\n\nA3 Item descriptions for invasive\nplant species shall state the\nmethod of treatment and type\nof vegetation.\n\nA4 Where holes left by stump\nremoval are to be backfilled,\nitem descriptions for general\nclearance, trees and stumps\nshall state the nature of the\nbackfilling material.\n\n \n\nAS5 Buildings and other\nstructures shall be identified in\nitem descriptions.", "page_type": "diagram", "image": "CESMM4_f6c0b363_p0043.png"} |
| {"pdf_file": "CESMM4.pdf", "page_num": 44, "prompt": "Analyze this page with diagrams, tables, formulas, calculations, and explanations.", "response": "[OCR TEXT]\n32\n\nCLASS E: EARTHWORKS\n\nIncludes: Excavation, dredging, filling, compaction, disposal and landscaping\nExcludes: Excavation for:\nground investigation (included in class B)\ndiaphragm walls and ground anchorages (included in class C)\npipes and sewers, manholes, trenches and ditches, pipe headings, thrust boring and pipe jacking, and pipe jointing\n{included in classes |, J, K, Land Y)\npiles (included in classes P and Q)\nfoundations for traffic signs (included in class R)\ntunnels, shafts, headings and other subterranean cavities (included in class T)\nfoundations for fences and gates (included in class X)\nReinstatement following pipe laying (included in class K)\n\nFIRST DIVISION SECOND DIVISION THIRD DIVISION\n\n \n\n1 7 | 4 Topsoil\n\n \n\nExcavation by dredging m4\n2 Excavation for cuttings m?|2 Material other than topsoil, rock or\n- = 5 artificial hard material ;\n3 Excavation for foundations m3 Rock 1 Maximum depth:\n4 General excavation 4 Stated artificial hard material exposed not exceeding 0.25 m\nat the Commencing Surface 2 0.25-0.5 m\n5 Stated artificial hard material not 3 0.5-1m\nexposed at the Commencing Surface | 4 1-2m\n6 Controlled and hazardous material | 5 2-5 m\nexposed at the Commencing Surface | 6 5-10 m\n7 Controlled and hazardous material | 7 10-15m\nnot exposed at the Commencing 8 stated exceeding 15 m\n\nSurface", "page_type": "diagram", "image": "CESMM4_f6c0b363_p0044.png"} |
| {"pdf_file": "CESMM4.pdf", "page_num": 45, "prompt": "Analyze this page with diagrams, tables, formulas, calculations, and explanations.", "response": "[OCR TEXT]\nMEASUREMENT RULES\n\nM1 In accordance with\nparagraph 5.18 the quantities of\nearthworks shall be computed\nnet using dimensions from the\nDrawings with no allowance for\nbulking, shrinkage or waste.\nWhere boundaries between\ndifferent materials are not\nshown on the Drawings,\nmeasurement shall be made on\nthe Site.\n\nM2 The Commencing Surface\nadopted in the preparation of\nthe Bill of Quantities shall be\nadopted for the measurement of\nthe completed work.\n\nM33 Excavation classed as by\ndredging in the Bill of Quantities\nshall be measured as by\ndredging irrespective of the\nmethod of excavation adopted\nby the Contractor.\n\nM4 Measurement of excavation\nby dredging shall be made from\nsoundings unless otherwise\nstated.\n\nM55 An item shall be given for\neach separate stage of\nexcavation where separate\nstages in the conduct of the\nWorks are expressly required.\n\n \n\nM6 The volume measured for\nthe excavation of a structure or\nfoundation shall be the volume\nwhich is to be either occupied by\nor vertically above any part of\nthe structure or foundation.\n\nM7 The volume measured for\nexcavation below a body of\nopen water shall be the volume\nbelow water when the water\nsurface is at the level (or the\nhigher level of fluctuation if\napplicable) shown on the\ndrawing to which reference is\ngiven in the Preamble in\naccordance with paragraph 5.20.\n\nMB An isolated volume of\nartificial hard material or rock\noccurring within other material\nto be excavated shall not be\nmeasured separately unless its\nvolume exceeds 1 m? except\nthat the minimum volume shall\nbe 0.25 m? where the net width\nof excavation is less than 2 m.\n\n \n\nM9 The volume measured for\nexcavation within borrow pits\nshall be the net volume\nmeasured for filling.\n\nDEFINITION RULES\n\nD1 Excavated material shall be\ndeemed to be material other\nthan topsoil, rock or artificial\nhard material unless otherwise\nstated in item descriptions.\n\nD2 Excavation in or under an\nembankment, executed prior to\n\nplacing of fill, shall be classed as\n\nexcavation for cuttings.\n\nD3 Excavation from within\nborrow pits shall be classed as\ngeneral excavation.\n\nD4 Controlled and hazardous\nmaterials shall include any\nmaterial whose excavation and\ndisposal is governed by\nlegislation including invasive\nplant species.\n\n \n\n \n \n \n \n \n \n \n \n \n \n\nCOVERAGE RULES\n\nC1 Items for excavation shall be\ndeemed to include upholding\nsides of excavation, additional\nexcavation to provide working\nspace and removal of dead\nservices.\n\n \n\n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n \n\n2 item descriptions for\nexcavation shall be deemed to\ninclude removal of existing pipes\nof any material or diameter.\n\nC3 Items for excavation within\nborrow pits shall be deemed to\ninclude removal and replacement\nof overburden and unsuitable\nmaterial.\n\n \n\n \n\n33\n\nCLASS E\n\nADDITIONAL DESCRIPTION\nRULES\n\n \n\nA1 The location and limits of\nexcavation by dredging shall be\nstated in item descriptions\nwhere its extent would\notherwise be uncertain.\n\nA2 Item descriptions for\nexcavation below a body of\nopen water identified in the\nPreamble in accordance with\nparagraph 5.20 shall identify the\nbody of water.\n\nA3 The location and limits of\nexcavation for foundations shall\nbe stated in item descriptions\nwhere the limits would\notherwise be uncertain.\nExcavation around pile shafts\nand for underpinning shall each\nbe so described and classed as\nexcavation for foundations.\n\nA4 The Commencing Surface\nshall be identified in the\ndescription of each item for\nwork involving excavation for\nwhich the Commencing Surface\nis not the Original Surface. The\nExcavated Surface shall be\nidentified in the description of\neach item for work involving\nexcavation for which the\nExcavated Surface is not the\nFinal Surface.\n\nAS Item descriptions for\nexcavation within borrow pits\nshall so state.\n\nAG Item descriptions shall\nidentify separately excavation\nwhich is expressly required to be\ncarried out by hand.\n\nA7 Item descriptions for\ncontrolled and hazardous\nmaterials shall state the nature\nof the material.", "page_type": "diagram", "image": "CESMM4_f6c0b363_p0045.png"} |
| {"pdf_file": "CESMM4.pdf", "page_num": 46, "prompt": "Analyze this page with diagrams, tables, formulas, calculations, and explanations.", "response": "[OCR TEXT]\n34\n\nCLASS E\n\n \n \n \n\nFIRST DIVISION SECOND DIVISION THIRD DIVISION\n\n \n \n \n \n \n \n \n\n \n \n\n1 Trimming of excavated surfaces m?{1 Topsoil\n2 Preparation of excavated surfaces m*|2 Material other than topsoil, rock\n3 Disposal of excavated material m or artificial hard material\n4 Double handling of excavated 3 Rock\nmaterial m* | 4 Stated artificial hard material\n5 Controlled and hazardous\nmaterials\n\n5 Excavation ancillaries\n\n \n \n\n5 Dredging to remove silt\n6 Excavation of material below the\nFinal Surface and replacement\n\n \n \n\nwith stated material m?\n7 Timber supports left in m2\n8 Metal supports left in m?", "page_type": "diagram", "image": "CESMM4_f6c0b363_p0046.png"} |
| {"pdf_file": "CESMM4.pdf", "page_num": 47, "prompt": "Analyze this page with diagrams, tables, formulas, calculations, and explanations.", "response": "[OCR TEXT]\nMEASUREMENT RULES\n\nM10 Trimming of excavated\nsurfaces shall be measured to\nsurfaces which are to receive no\nPermanent Works whether\ntrimming is expressly required or\nnot.\n\nM11 Preparation of excavated\nsurfaces shall be measured to\nsurfaces which are to receive\nPermanent Works whether\npreparation is expressly required\nor not except surfaces which are\nto receive filling or landscaping\nand surfaces for which\nformwork is measured.\n\nM12 The volume of disposal of\nexcavated materia] measured\nshall be the difference between\nthe total net volume of\nexcavation and the net volume\nof excavated material used for\nfilling.\n\nM13 Double handling of\nexcavated material shall be\nmeasured only to the extent that\nit is expressly required. The\nvolume measured for double\nhandling shall be that of the void\nformed in the temporary\nstockpile from which the\nmaterial is removed.\n\nM14 Dredging to remove silt\nshall be measured only to the\nextent that it is expressly\nrequired that silt which\naccumulates after the Final\nSurface has been reached shall\nbe removed.\n\nM15 The area measured for\ntimber or metal supports left in\nshall be the area of supported\nsurfaces for which the supports\nare expressly required to be left\nin.\n\n \n\nDEFINITION RULES\n\nD5 Disposal of excavated\nmaterial shall be deemed to be\ndisposal off the Site unless\notherwise stated in item\ndescriptions.\n\nD6 Trimming, preparation,\ndisposal and double handling\nshall be deemed to be carried\nout upon material other than\ntopsoil, rock or artificial hard\nmaterial unless otherwise stated\nin item descriptions.\n\n35\n\nCLASS E\n\nCOVERAGE RULES\n\nADDITIONAL DESCRIPTION\nRULES\n\nA8 Item descriptions for\nexcavation ancillaries in\nconnection with excavation by\ndredging shall be so described.\n\n \n \n \n \n \n \n \n \n \n \n \n\nAQ Item descriptions for\ntrimming of excavated surfaces\nand preparation of excavated\nsurfaces shall identify surfaces\nwhich are:\n\n(a) inclined at an angle of\n10°-45° to the horizontal\n(b) inclined at an angle of\n45°-90° to the horizontal\n(c) vertical.\n\nA10 Where material is for\ndisposal on the Site the location\nof the disposal areas shall be\nstated in item descriptions for\ndisposal of excavated material.\n\nA11 Item descriptions for\ndisposal of controlled and\nhazardous materials shall state\nthe nature of the material.", "page_type": "diagram", "image": "CESMM4_f6c0b363_p0047.png"} |
| {"pdf_file": "CESMM4.pdf", "page_num": 48, "prompt": "Analyze this page with diagrams, tables, formulas, calculations, and explanations.", "response": "[OCR TEXT]\n36\n\nCLASS E\n\nFIRST DIVISION\n\n6 Filling\n\n7 Filling ancillaries\n\n8 Landscaping\n\n \n \n\nSECOND DIVISION\n\n1 To structures\n\n2 Embankments\n\n3 General\n\n4 To stated depth or thickness\n\n1 High energy impact compaction\ngeneral fill\n\n1 Trimming of filled surfaces\n2 Preparation of filled surfaces\n\n3 Geotextiles\n\n1 Turfing\n2 Hydraulic mulch grass seeding\n3 Other grass seeding\n\n4 Plants, stated species and size\n5 Shrubs, stated species and size\n6 Trees, stated species and size\n\n7 Hedges, stated species, size and\nspacing m\n\n \n\nm2\n\n \n\nTHIRD DIVISION\n\nExcavated topsoil\n\nImported topsoil\n\nNon-selected excavated material\nother than topsoil or rock\nSelected excavated material other\nthan topsoil or rock\n\nImported natural material other\nthan topsoil or rock\n\nExcavated rock\n\nimported rock\n\nImported artificial material\n\nOND uw & WN\n\n \n\n1 Selected excavated materia!\nother than topsoil or rock m?\n2 Imported natural material\nother than topsoil or rock =m?\n3 Existing ground m?\n\n1 Topsoil\n\n2 Material other than topsoil, rock\nor artificial hard material\n\n3 Rock\n\n4 Stated artificial hard material\n\n1 Single row\n2 Double row", "page_type": "diagram", "image": "CESMM4_f6c0b363_p0048.png"} |
| {"pdf_file": "CESMM4.pdf", "page_num": 49, "prompt": "Analyze this page with diagrams, tables, formulas, calculations, and explanations.", "response": "[OCR TEXT]\nMEASUREMENT RULES\n\nM16 Filling of excavations\naround completed structures\nshall be measured only to the\nextent that the volume filled is\nalso measured as excavation in\naccordance with rule M6.\n\nM17 Where filling to form\ntemporary roads is subsequently\napproved by the contract\nadministrator for incorporation\ninto permanent filling the\nvolume placed shall not be\ndeducted from the measurement\nof filling.\n\nM18 Additional filling\nnecessitated by settlement of or\npenetration into underlying\nmaterial shall be measured only\nto the extent that its depth\nexceeds 75 mm.\n\nM19 The volume of imported\nfilling material measured shall be\nthe difference between the net\nvolume of filling and the net\nvolume of excavated material\nderived from work within classes\nE and T used for filling.\n\nM20 Where rock filling is\ndeposited into soft areas the\nvolume shall be measured in the\ntransport vehicles at the place of\ndeposition.\n\nM21 Where filling is to be\ndeposited below water, and the\nquantity cannot be measured\nsatisfactorily by any other\nmeans, its volume shall be\nmeasured in the transport\nvehicles at the place of\n\ndeposition. an\n\nDEFINITION RULES\n\n \n\n \n \n \n \n\nD7 Filling material shall be\ndeemed to be non-selected\nexcavated material other than\ntopsoil or rock, unless otherwise\nstated in item descriptions.\n\nD8 Filling material shall be\nclassed as excavated rock only\nwhere the use of rock as filling\nat stated locations is expressly\nrequired.\n\nD9 Filling shall be classed as to\nstated depth or thickness where\nmaterial is provided of uniform\ntotal compacted depth or\nthickness such as in drainage\nblankets, topsoiling, pitching and\nbeaching. Bulk filling shall not be\nclassed as to stated depth or\nthickness notwithstanding that it\nmay be compacted in separate\nlayers of material of stated\nthickness.\n\nCOVERAGE RULES\n\n \n\n \n\nC4 Items for filling shall be\ndeemed to include compaction.\n\n \n\n \n\n37\n\nCLASS E\n\nADDITIONAL DESCRIPTION\nRULES\n\nA12 The materials shall be\nidentified in item descriptions\nfor filling with imported\nmaterial.\n\nA13 Where different\ncompaction requirements are\nspecified for the same filling\nmaterial they shall be stated in\nitem descriptions for filling.\n\nA14 Where the rate of\ndeposition of filling material is\nlimited the limitation shall be\nstated in item descriptions for\nfilling.\n\nA15 The materials shall be\nidentified in item descriptions\nfor filling to stated depth or\nthickness.\n\n \n\n16 Item descriptions for filling\nto stated depth or thickness\nshall identify work upon\nsurfaces which are:\n\n(a) inclined at an angle of\n10°-45° to the horizontal\n(b) inclined at an angle of\n45°-90° to the horizontal\n(©) vertical.\n\nA17 Item descriptions for high\nenergy impact compaction shall\nstate the type of compaction.\n\n \n \n\n \n\nM22 High energy impact\ncompaction general fill existing\nground shall be measured to the\nsurface area to be treated\n\n \n\n \n\n \n \n\n \n\nM23 Trimming of filled surfaces\nshall be measured to surfaces\nwhich are to receive no\nPermanent Works whether\ntrimming is expressly required or\nnot.\n\nM24 Preparation of filled\nsurfaces shall be measured to\nsurfaces which are to receive\nPermanent Works whether\npreparation is expressly required\nor not except surfaces which are\nto receive filling or landscaping\nand surfaces for which\nformwork is measured.\n\nM25 The area of additional\ngeotextiles in laps shall not be\nmeasured.\n\nM26 The lengths of hedges\nmeasured shall be their\nalr lengths along centre\nines.\n\n \n\n \n\n \n\n \n\nD10 Trimming and preparation\nshall be deemed to be carried\nout upon material other than\ntopsoil, rock or artificial hard\nmaterial unless otherwise stated\nin item descriptions.\n\n \n \n \n \n \n \n \n \n \n \n\n \n\n \n\n \n\n \n\n \n\n \n\nC5 Items for landscaping shall be\ndeemed to include fertilizing,\ntrimming and preparation of\n\n \n\n \n \n \n\n18 item descriptions for filing\nancillaries shall identify work\nupon surfaces which are:\n\n(a) inclined at an angle of\n10°-45° to the horizontal\n(b) inclined at an angle of\n45°-90° to the horizontal\n(©) vertical.\n\nA19 The type and grade of\nmaterial shall be stated in item\ndescriptions for geotextiles.\n\n \n \n\n \n\n20 Where turfing is pegged or\nwired item descriptions shall so\nstate.\n\nA21 Item descriptions for turfing\nand grass seeding shal| identify\nwork upon surfaces which are\ninclined at an angle exceeding\n10° to the horizontal.", "page_type": "diagram", "image": "CESMM4_f6c0b363_p0049.png"} |
| {"pdf_file": "CESMM4.pdf", "page_num": 50, "prompt": "Analyze this page with diagrams, tables, formulas, calculations, and explanations.", "response": "[OCR TEXT]\n38\n\nCLASS F: IN SITU CONCRETE\n\nExcludes: In situ concrete for:\ncapping of boreholes (included in class B)\ndiaphragm wails (included in class C)\nexcavation ancillaries (included in class E)\nrenoiitive and other applied finishes (included in class G)\nrainage and pipework (included in classes K and L)\npiles (included in classes P and Q)\nroads, pavings and kerbs (included in class R)\ntunnel and shaft linings (included in class T)\nfoundations for fences and gates (included in class X)\n\n \n\nFIRST DIVISION SECOND DIVISION THIRD DIVISION\n\n \n\n \n\n \n \n \n \n \n \n \n \n \n \n \n\nProvision of concrete\n\n1 Designed concrete m?| 1 Strength C8/10 1 Maximum aggregate size\n2 C12/15 10 mm\n3 €16/20 2 20mm\n4 €20/25 3 40mm\nS$ C25/30\n6 C28/35\n7 C30/37\n8 C32/40\n\n \n\n \n\nProvision of concrete\n\n2 Designated concrete m’ Strength RC20/25\nRC25/30\nRC28/35\nRC30/37\nRC32/40\nRC35/40\nRC40/50\n\nNauUaWnNes\n\n \n \n \n\n \n \n\nProvision of concrete\n3 Standardised prescribed concrete\n\n \n \n \n\n \n\nProvision of concrete\n4 Prescribed mix\n\n \n\nProvision of concrete\n5 Proprietary concrete", "page_type": "diagram", "image": "CESMM4_f6c0b363_p0050.png"} |
| {"pdf_file": "CESMM4.pdf", "page_num": 51, "prompt": "Analyze this page with diagrams, tables, formulas, calculations, and explanations.", "response": "[OCR TEXT]\nMEASUREMENT RULES\n\n \n\nM1 The volume of concrete\n\nmeasured shall include that\n\noccupied by\n\n(a) reinforcement and other metal\nsections\n\n(b) prestressing components\n\n() cast-in components each not\nexceeding 0.1 m? in volume\n\n(d) rebates, grooves, throats, fillets,\nchamfers or internal splays each\nnot exceeding 0.01 m* in cross-\nsectional area\n\n(e) pockets and holes which are\ndefined as large or small voids in\naccordance with rule D3 of\nclass G\n\n(f) joints or joint components\n\netween adjacent volumes of in\n\nsitu concrete.\n\nM2 The volume of concrete\n\nmeasured shall exclude that of nibs\n\nor external splays each not\n\nexceeding 0.01 m* in cross-sectional\n\narea.\n\n \n \n\nDEFINITION RULES\n\nCOVERAGE RULES\n\n \n\n \n \n\n39\n\nCLASS F\n\nADDITIONAL DESCRIPTION\nRULES\n\n \n\n \n\n \n\n \n \n \n \n \n \n \n \n \n \n \n\n \n \n\nD1 Items for the provision of\nconcrete shall be classified in\naccordance with BS 8500 and\n\n(November 2006) BS EN 206-1.\n\nD2 Concrete shall be classed as\nDesigned concrete where the\ndesigner is responsible for ensuring\nthe requirements for the concrete\n\nare in accordance with the\nStandards.\n\nD3 Concrete shall be classed as\nDesignated concrete where the\ndesign of the concrete is generated\nby the concrete producer.\n\n \n\nD4 Concrete shall be classed as\nStandard prescribed concrete where\nit is limited to simple structural non\nreinforced applications\n\n \n\n \n\nD5 Concrete shall be classed as\nPrescribed concrete where the\ndesigner provides full details of the\nconcrete such that it will produce\nconcrete that will achieve the\nrequired performance.\n\n \n\n \n\nD6 Concrete shall be classed as\nProprietary concrete where the\napplication is to achieve a particular\nperformance outside normal\nperformance criteria.\n\n \n\n \n\nA The specification of concrete in\naccordance with BS 8500 shall be\nstated in the item description for\nProvision of concrete unless the\nconcrete reference is stated for\nwhich the specification is given\nelsewhere in the Contract.\n\nA2 Where BS 8500 is not used the\nspecication or item description\nshall state the details of the\nconcrete to be provided.\n\nA3 The specified design exposure\nconditions shall be stated in the\nitem description for Provision of\nconcrete unless the concrete\nreference is stated for which the\nspecification is given elsewhere in\nthe Contract.\n\nA4 Any specified requirements for\nadmixtures shall be stated in the\nitem description for Provision of\nconcrete unless the concrete\nreference is stated for which the\nspecification is given elsewhere in\nthe Contract.\n\nAS Any specified requirements for\n‘Consistence categories’ shall be\nstated in the item description for\nProvision of concrete unless the\nconcrete reference is stated for\nwhich the specification is given\nelsewhere in the Contract.\n\nAG Any specified requirements for\n‘Maximum water to cement ratios’\nshall be stated in the item\ndescription for Provision of concrete\nunless the concrete reference is\nstated for which the specification is\ngiven elsewhere in the Contract.\nA7 Any specified requirements for\n‘Minimum cement content kg/m””\nshall be stated in the item\ndescription for Provision of concrete\nunless the concrete reference is\nstated for which the specification is\ngiven elsewhere in the Contract.", "page_type": "diagram", "image": "CESMM4_f6c0b363_p0051.png"} |
| {"pdf_file": "CESMM4.pdf", "page_num": 52, "prompt": "Analyze this page with diagrams, tables, formulas, calculations, and explanations.", "response": "[OCR TEXT]\n40\n\nCLASS F\n\n \n \n\nFIRST DIVISION SECOND DIVISION THIRD DIVISION\n\n \n \n \n\n \n\nPlacing of concrete\n6 Mass m?14 pened 1 Thickness: not exceeding 150 mm\n7 Reinforced m?|2 Bases, footings, pile caps and ground 2 150-300 mm\n8 Prestressed ° 3 300-500 mm\n4 exceeding 500 mm\n\n \n\n \n \n\n5 Columns and piers 1 Cross-sectional area: not exceeding\n0.\n\n6 Beams .03 m’\n7 Casing to metal sections 2 0.03-0.1 m?\n3 0.1-0.25 m?\n4 0.25-1 m?\n5 exceeding 1 m?\n§ Special beam sections\n\n8 Other concrete forms\n\nNOTE\n\n1n accordance with paragraph 5.10 the location of concrete members in the Works may be stated in item descriptions for placing of concrete where\nspecial characteristics may affect the method and rate of placing concrete.", "page_type": "diagram", "image": "CESMM4_f6c0b363_p0052.png"} |
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