CHAPTERS

• I. PIPING ABOVE GROUND
• II. PIPELINES
• III. STEEL STRUCTURES
• IV. PROCESS EQUIPMENT
• V. STORAGE TANKS CYLINDRICAL AND SPHEROIDAL
• VI. WELDING AND FLAME CUTTING
• VII. CORROSION PROTECTION
• VIII. THERMAL INSULATION
• IX. ESTIMATES
• X. PIPING ABOVE GROUND ESTIMATE POINTS FOR BUILD-IN ITEMS
• XI. WEIGHT FACTORS
• XII. TECHNICAL CALCULATION MANNER OF DATAS COMPILING
• XIII. MAN HOURS FOR OVERHAULS IN PETROCHEMICAL PLANTS
• XIV. FACTORS AND MAN HOURS FOR PIPING AND STEEL STRUCTURE WORKS IN CALL FOR TENDERS OF "TECHNIP" COMPANY
• XV. APPENDIX

TECHNICAL CALCULATION AND ESTIMATOR'S MAN-HOUR MANUAL

by: Marko Bulic

STEEL STRUCTURE ERECTION

• 1. BASIC MAN HOURS - UNIT
• 1.1 SORTING THE STRUCTURE
• 1.2 PRE-ERECTION OF STRUCTURE
• 1.3 TRANSPORT OF STRUCTURE TO ERECTION PLACE
• 1.4 INSTALLATION OF ANCHOR BOLTS
• 1.5 STRUCTURE ERECTION
• 1.6 INSTALLATION OF LOST FORMWORK
• 1.7 INSTALLATION OF WIRE ROPE CLAMPS
• 1.8 REAMING OF HOLES
• 1.9 BOLTING FROM SCAFFOLDING

• 2. ERECTION OF MISCELLANEOUS STEEL STRUCTURES.
• 2.1 BASIC MANHOUR RATES

• 3. CORRECTION FACTORS

• 4. STEEL STRUCTURES IN OIL REFINERIES AND PETROCHEMICAL PLANTS
• 4.1 LIGHT STRUCTURE (to 30 kg/m)
• 4.2 MEDIUM-WEIGHT STRUCTURE (31 ÷ 60 kg/m)
• 4.3 HEAVY STRUCTURE (above 60 kg/m)
• 4.4 MISCELLANEOUS STRUCTURES
• 4.5 PIPE HANGERS AND SUPPORTS

• 5. ERECTION AND DISMANTLING OFMISCELLANEOUS STEEL STRUCTURES
• 5.1 ERECTION OF STEEL STRUCTURES - ACC. TO THE WEIGHT
• 5.2 MISCELLANEOUS STRUCTURES
• 5.3 REMOVAL OF STEEL STRUCTURE AND MISCELLANEOUS ITEMS