SoilImprovementfor

SheikhJaberAL-AhmadAL-SabahCausewayProject

TenderDocuments

（TechnicalBid）

Tableofcontents

TOC\o1-3\h\z\u1 Projectoverview 1

2 Geologicalcondition 1

2.1 Topography 1

2.2 SoilStratification 2

3 Methodstatement 6

3.1 Scopeofwork 6

3.2 Generalworkingprocedures 2

3.3 Workingprincipal 3

3.4 Installingslurrymixingwall 5

3.4.1 Constructionprocedures 5

3.4.2 Constructionparameters 6

3.4.3 Billofquantity 8

3.4.4 Qualitycontrol 8

3.4.5 Equipmentandefficiency 9

3.5 Deepwelldewatering 12

3.5.1 Constructionprocedures 12

3.5.2 Mainprincipal 13

3.5.3 Billofquantity 13

3.5.4 Parametersofdeepwellsystem 13

3.5.5 Wellconstruction 14

3.5.6 Qualitycontrol 17

3.5.7 Equipmentandefficiency 18

3.6 Dynamiccompaction 20

3.6.1 Constructionprocedure 20

3.6.2 Billofquantity 20

3.6.3 ConstructionParameters 21

3.6.4 Equipmentandefficiency 23

3.7 SurfaceVibratorycompaction 24

3.8 TrialArea 25

3.8.1 General 25

3.8.2 Billofquantity 26

3.9 Pre-compactiontest 27

3.10 Post-compactiontest 28

4 Detailedprogramme 29

5 ExecutionPlan 30

5.1 ExecutionPlanConsiderations 30

5.2 MobilizationPlan 30

5.2.1 ConstructionEquipmentMobilization 30

5.3 ConstructionMaterialPlan 31

5.3.1 ConstructionMaterialSupply 31

5.3.2 ConstructionMaterialMobilization 31

6 ManpowerSchedule 32

7 Constructionequipment 33

8 Bidder’sWorkExperience 34

9 Bidder’sWorkload 37

PAGE33

Projectoverview

TheSheikhJaberAL-AhmadAL-SabahCausewayProjectcomprisestheworkofdesignandconstructionoftwo-way,6-lane,36.1kmlongcausewayacrossKuwaitBaybetweenKuwaitCityandSubiyahNewTownincludingembankments,twoartificialislandsandonecable-stayedbridgeasshowninREF_Ref468451523\hFigure1.1.ThisdocumentisonlyaimedforthegroundimprovementworksoftargetareainBayIsland-S