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  • 1. INSPECTION /RECORD SHEET FOR FOUNDATION EXCAVATION DIMENTIONNAME OF LINE:CONSULTANT :CLIENT :CONTRACTOR :DATE 12-Dec-07TOWER NO: 0 TOWER TYPE 0 LEG#1 LEG#2 LEG#3 LEG#4LEG EXT: +4 +2 +3 +4CHEMNEY EXT: 0 0 0 0SOIL CLASS: 3 DRAWING NUMBER: A/SP/7660/P/040EXCAVATION DETAILSEXCAVATION DRAWING NO: A/SP/7660/P/040 LEG#1 LEG#2 LEG#3 LEG#4 AS DRNG ACTUEL AS DRNG ACTUEL AS DRNG ACTUEL AS DRNG ACTUELAVERAGE DEPTH TO CP 4250 4250 4250 4250 4250 4250 4250 4250EXCAVATION WIDTH 6030 6950 6030 7200 6030 6650 6030 6700 WIDTH 150 150 150 150 150 150 150 150 UNDER CUT HEIGHT 200 200 200 200 200 200 200 200 SOIL STRATA MIXED SOIL MIXED SOIL MIXED SOIL MIXED SOILDEWATERING REQUIRED YES/NO YES/NO YES/NO YES/NOSHUTERING EMPLOYED YES/NO YES/NO YES/NO YES/NOCHANGE OF FOUNDATION CLASS : YES/NO IF YES ACCEPTED CLASS:Remark : Excavation accepted for stub setting and concreting---------------------------------------------INSPECTION /RECORD SHEET FOR STUB SETTING DIMENTION 1
  • 2. NAME OF LINE: 0CONSULTANT :CLIENT :CONTRACTOR :DATE 12-Dec-07TOWER NO: 0 TOWER TYPE 0 LEG#1 LEG#2 LEG#3 LEG#4LEG EXT: +4 M +2 M +3 M +4 MCHEMNEY EXT: 0 M 0 M 0 M 0 MSOIL CLASS: 3 DRAWING NUMBER: A/SP/7660/P/040STUB DETAILSSTUB MARK NO: H5800-1 STUB LENGTH 6021STUB DIMENTIONSLEVEL LEG#2 LEVEL LEG#3T= 0.616 T= 14015.2 T= 1.616A= 0.614 A= 8053.0 A= 1.613 T= 20108.0 A= 11344.0 T= 14353.4 A= 7900.0 T= 14292.7 A= 8055.0 T= 20272.7 A= 11172.0LEVEL LEG#1 T= 14487.0 LEVEL LEG#4T= 1.616 A= 7902.0 T= 1.616A= 1.616 A= 1.615NOTE: SETTING LEG FOR LEVELL :LEG NO:………………………………. 1INSPECTION /RECORD SHEET FOR REINFORCEMENT AND CONCRETINGNAME OF LINE: 0CONSULTANT : 2
  • 3. CLIENT :CONTRACTOR :DATE 12-Dec-07TOWER NO: 0 TOWER TYPE 0 LEG#1 LEG#2 LEG#3 LEG#4LEG EXT: +4 M +2 M +3 M +4 MCHEMNEY EXT: 0 M 0 M 0 M 0 MSOIL CLASS: 3 DRAWING NUMBER: A/SP/7660/P/040CONCRETE MATERIALS (if as per drawing Y(es): ITEM OBSERVATION COMMENTSCEMENT OK N/AGRAVEL SIZE OK N/ASAND PROPERTY OK N/ACONCRETE SUPPLIERLOADING TIME 11:43 7:13 10:52 8:45CONCRETING TIME 13:10 9:15 12:00 10:40REINFORCEMENT MATERIALS (if as per drawing Yes):REINFORCEMENT WEIGHT LEG#1 LEG#2 LEG#3 LEG#4 PER LEG 1768.31 1768.31 1768.31 1768.31 TOTAL WEIGHT 7073.24CONCRETING DATE OF DATE OF CONCRETING VOLUME SLUMP CONCRETING CONCRETING LEG PYRAMID CHIMNEY AS PER DRAWING ACTUEL MM 1 11/1/2007 11/1/2007 33.23 46 85 2 28/2/2007 28/2/2007 33.23 50 90 3 19/1/2007 25/1/2007 33.23 42.5 90 4 11/12/2006 11/12/2006 33.23 42 100 TOTAL CONCRETING VOLUME 132.91 180.5INSPECTION /RECORD SHEET FOR REINFORCEMENT AND CONCRETINGNAME OF LINE:CONSULTANT :CLIENT :CONTRACTOR : 3
  • 4. DATE 12-Dec-07TOWER NO: 0 TOWER TYPE 0 LEG#1 LEG#2 LEG#3 LEG#4LEG EXT: +4 M +2 M +3 M +4 MCHEMNEY EXT: 0 M 0 M 0 M 0 MSOIL CLASS: 3 DRAWING NUMBER: A/SP/7660/P/040CUBES CYLINDRES TAKEN (ID=Mark identification )S for slab,C for chimney ID DATE LEG DATE LEG S 11/1/2007 1 19/1/2007 3 C 28/2/2007 2 11/12/2006 4FORM WORK REMOVED LEG DATE OBSERVATION 1 13/1/2007 OK 2 2/3/2007 OK 3 27/1/2007 OK 4 13/12/2006 OKREMARK: ACCEPTED FOR BACK FILLING FOUNDATION ACCEPTED FOR PAYMENT:INSPECTION /RECORD SHEET FOR STUB SETTING DIMENTIONNAME OF LINE:CONSULTANT :CLIENT :CONTRACTOR :DATE 12-Dec-07 4
  • 5. TOWER NO: 0 TOWER TYPE 0 LEG#1 LEG#2 LEG#3 LEG#4LEG EXT: +4 M +2 M +3 M +4 MCHEMNEY EXT: 0 M 0 M 0 M 0 MSOIL CLASS: 3 DRAWING NUMBER: A/SP/7660/P/040STUB DETAILSSTUB MARK NO: H5800-1 STUB LENGTH 6021CLEATS/STUB 12 CLEAT BOLTS/STUB 24STUB DIMENTIONS LEG#1 LEG#2 STUB SLOPE WING1 WING2 WING1 WING2 THEORETICAL 90 90 90 90 ACTUAL AT SITE 90 90 89 901MTR A LEG#3 LEG#4 STUB SLOPE WING1 WING2 WING1 WING2 THEORETICAL 90 90 90 90 ACTUAL AT SITE 91 90 90 90 STUB SETTING IS ACCEPTED FOR CONCRETINGINSPECTION /RECORD SHEET FOR STUB SETTING DIMENTIONNAME OF LINE:CONSULTANT :CLIENT :CONTRACTOR : 5
  • 6. DATE 12-Dec-07TOWER NO: 0 TOWER TYPE 0 2 3 1 4 SLOPE IN 50CM LEVEL LEG LEG EXT CHI.EXT WING1 WING2 TOP OF STUB 1 +4 0 45 45 1.616 2 +2 0 44.5 45 0.614 3 +3 0 45.5 45 1.613 4 +4 0 45 45 1.615 SIDE SLOPE IN 50CM=45REFERENCE LEG FOR LEVEL 1 -b +b a 1-2 1-4 2-1 2-3 3-2 3-4 4-1 4-3 DISTANCE"a"cm 1429.3 1448.7 1429.3 1401.5 1401.5 1435.3 1448.7 1435.3 VALUE"b"cm -4 6 0 0 0 2.5 -2 6 (b/a)x100%value -0.280 0.414 0.000 0.000 0.000 0.174 -0.138 0.418INSPECTION /RECORD SHEET FOR EARTHING MEASURMENTSNAME OF LINE:CONSULTANT :CLIENT :CONTRACTOR :DATE 12-Dec-07 6
  • 7. TOWER NO: 0 TOWER TYPE 0 LEG#1 LEG#2 LEG#3 LEG#4LEG EXT: +4 M +2 M +3 M +4 MCHEMNEY EXT: 0 M 0 M 0 M 0 MBASIC EARTHING CONNECTED TO LEG NO: 1 3DATE EARTH RESISTANCE (OHM) WITH BASIC EARTHING12/12/2007 1.8 OHMNOTE: IF TOWER FOOTING RESISTANCE IS GREATER THAN 15 OHM ADDITIONAL EARTHING MAY BE REQUIRED,SUBJECT TO THE APPROVAL OF ENGINEER AGREED FOR ADDITIONAL EARTHING TO BE INSTALLED FOR EDF FOR CONTRACTORDATE EARTH RESISTANCE (OHM) WITH ADDITIONAL EARTHING OHM EARTHING INSTALLATION ACCEPTED FOR EDF FOR CONTRACTOR 7