please assist with the above

1.4.4. Pre-Tender Programme 1.4.4.1. Identify the critical path items for this project 1.4.4.2. Provide a bar chart based on precedence diagram 1.4.4.3. Why are these items called critical path? 1.4.4.4. Which items will run concurrently with other activities on the programme? 1.4.4.5. Provide a table of all the activities (1-25). In the table you must provide activities that precedes other activities and the duration 1.4.4.6. In line with 1.4.4.4, provide a CPM network diagram of the programme provided 1.4.4.7. Provide a WBS for this project 1.4.4.8. Provide a detailed overview of the contractor planning process 1.4.4.9. Provide a risk register of the activities planned for construction 1.5. Site Management Costs 1.5.1. Provide an organogram of the full tender team as required for this project 1.5.2. How much is the site management costs for this project in Rands? 1.5.3. Assume the costs stipulated in figure 19.6 is in Rands already (no need to convert), provide a weekly cost programme and summarize how much will be spent on every week of this project 1.5.4. Explain why the site manager would be on paid for 90 weeks when the project is only planned for 70 weeks? 1.6. Tender strategy for basement excavation 1.6.1. Provide a method statement for the excavation of Basement A 1.6.2. Provide a method statement for the excavation of Basement B 1.7. Cranage Strategy 1.7.1. What materials and components are being handled? 1.7.2. What type and lifting capacity of crane(s) is required? 1.7.3. At which stage of the project will the cranes be required and for how long? 1.7.4. What facilities in the form of hardstandings, track, bases and power supplies are required? 1.7.5. What size of crane would be most suitable in respect of location and reach? 1.8. Pre-contract stage 1.8.1. Provide a health and safety management proposal (1 page) Construction Management 3 - Case Studies 1. Module 19 - City Road Project 1.1 Project Description: 1.1.1. Provide a brief description of the project 1.1.2. From the provided description could you surmise the scope of the project? If you can please do so 1.1.3. What possible challenges could arise from this project? 1.1.4. Provide a rough site establishment sketch 1.2 Project Details: 1.2.1. How much is the contract value in Rand? 1.2.2. How long is the construction period in weeks? 1.2.3. If the project began on the 1" of June 2019, when would it be completed? 1.2.4. If the project began on the date mentioned in 1.2.3 taking into consideration of the COVID-19 pandemic and the South African government restrictions when would the project be completed? Explain how you arrived at your answer 1.2.5. If this was a South African project, which form of procurement would be used? Explain 1.2.6. If this was a South African project, which standard form of contractual agreement would be used? Explain 1.2.7. What kind of subcontractors will be appointed on this project? Explain 1.3 Site Constraints 1.3.1. How does the listed constraints affect the construction programme? 1.3.2 Looking back at your site establishment, what changes to the establishment would these constraints bring? 1.3.3. How does the listed constraints affect buildability? 1.3.4. How does the listed constraints affect construction methods to be used in this project? 1.3.5. What potential risks to cost and time do these constraints pose? 1.3.6. What potential risks to health and safety do these constraints posa? Tender Stage 11. What three categories could you place the risks associated with this project? 19 City Road project 19.1 Project description This case study is based on the City Road project which is a development of three blocks of luxury riverside apartments complete with private basement car parking, roadworks and landscaping The project involves the construction of three seven-storey buildings on a restricted site in the centre of a major city in the north-west of England. A two-level basement (Basement B) is to be constructed under Block 1 Blocks 2 and 3 are to be constructed over a single-level basement (Basement A). The multi-storey blocks are of steel frame construction incorporating metal deck floors and brick external facades The site is bounded on the north side by the River Med where there is an existing retaining wall which is to be demolished and rebuilt. The south side of the site is bounded by City Road which is a busy main thoroughfare. The general layout of the project is shown on the site location plan (Figure 19.1), and Figure 19.2 shows the basement location plan. 19.2 Project details Contract value is 14 million and the agreed contract period is 70 weeks. The contract agree ment is to be executed under the ICT 05 Design and Build Contract and the employer's scope designers are to be novated to the contractor to create a single point of responsibility for design and construction. The relationship between the client's design team and the contractor is shown in Figure 19.3. Buildability is seen as an important issue on this project and the contractor has entific a number of key areas which warrant particular attention, including basement construction proposals and the steel frame erection sequence. The contractor proposes to let out the work as a series of work packages and some of these will be delegated with design responsibility, 19.3 Site constraints The following factors are considered important in developing the construction methodology and sequence of work ang wal RIVER MED BLOCKS BLOGK2 con Programsing and RIVER PLACE PROPOSED DEVELOPMENT SITE (CURRENTLY VACANT) EX BLD BLOCK1 CITY ROAD Way LOCATION PLAN Ew RIVER MED RR MED 40 m Basement A-3- deep 6 m deep ind Bament - deep PROPOSED DEVELOPMENT SITE (CURRENTLY VACANT EX ELD RIVER PLACE CITY ROAD Boundary of BASEMENT LOCATION PLAN Figure 192 C Tompers Price Twine w Cenas team 18.4 Tender stage Scheme design Archief Structural ongineer Services anginoo Pour DS any at the job and make a reasonable profit. These include Design loan Novated in contractor Design aspects developed by design team and design and buid contractor Shoot ping basement spor asentoon Show met Decks Esmalcoding intea partitioning Heating & vertin Litt Acons and site layout Excavation and earthwork support Basement construction sequence Retaining wall demolition and reconstruction Choice and layout of cranage requirements Material storage and handling Site accommodation and supervision CLIENT, DESIGN TEAM, CONTRACTOR RELATIONSHIP, CITY ROAD PROJECT Figure 19.3 Pre-tender programme Attender stape, there is insufficient time to go into all the issues listed above in detail and the contractor may well have to take a view' in deciding his tender price. Of vital importance here is the knowledge and experience of the tender team (estimator, planner, contracts manager etc.) and the skill and judgement of the tender adjudication panel in assessing market factors and risk issues At the tender stage of a project, the pre-tender programme is usually presented in bar chart format using computer-based planning software. In the medium-sized organisation, the responsibility for preparing the programme will normally be undertaken by the contracts man ager, whereas the larger companies will usually have the luxury of a tender planning engineet Figure 19.4 illustrates a typical pre-tender programme for the City Road project showing the main activities and the overall construction period. A realistic assessment of time periods in weeks) for each activity is determined on the basis of the experience of the contracts manager and planner The only access in and out of the site is via River Place No access is available on the north side of the site due to the presence of the River Head Limited access is available on the south side due to City Road. Working space on site is limited and there is no space available adjacent to the siden adjoining developments Limited site space for the storage of materials Basement B under Block 1 is 6 m deep and is located at the rear of the footpathy Road Extensive work is to be undertaken in rebuilding the river retaining wall. This works completed in sequence with the basement construction under Blocks 2 andare Example - Steel frame and floors Construction periods for the erection of multi-storey buildings may be based on the con struction cycle time per floor which will depend on the plan size and complexity of the building are al roblem minecres oreiling adient properties and the din her tongue ancasement with down. Ang stuse the slider how the rest will delen I will they factors to think thus there is not much time di montanash istagen. This meth the will the key factors that he thinks will influence the price and the and the deadiudication panel will decide on the tent of the risk ved michha her to them the ofthe City Road project issues are of vital importance in putting together winning bed or the candling the contract team arealistic budget and program bed which can raise the listavoid problems of trespas = = -3 18W PRETENDER PROGRAMME 16/02/2008 City Road Project by beraber Line Name Duration: 1315251118 111*32*3114115 112112153 153 1 Site Establishment #11213 2 Site Enabling Works 2w Target Programme 70 3 Sheet Piling Bw weeks 4 Basements 30w 5 Excavation w 6 Basement B Construction 7 Basement A Construction 14 8 Riverside Retaining Wall 16w 9 Structural Steel and Floors 18W 10 Block 1 30w 11 Extemal Envelope 14w L12 Services and Finishes 24 13 BLOCK 1 COMPLETE 14 Block 2 30w 15 Extemal Envelope 14 16 Services and Finishes 24 17 BLOCK 2 COMPLETE 18 Block 3 26 19 Extemal Envelope 14w 20 Services and Finishes 20w 21 BLOCK 3 COMPLETE S22 External Works & Landscaping 10w T23 Clear Site 3w 24 Tower Cranes 33 25 Completion Figure 19.4 An overall construction period of 70 weeks is shown for the tender stage construction City Road pro layout. The overall duration of the activity will depend on how many cranes and steel crection Jungs will be used and the degree of concurrency possible on the site, Emple-Riverside retaining wall (overall wall length = approximately 150 m) Overall duration=2.5 x 7 floors= (say) 18 weeks The time for the construction of the riverside retaining wall might be based on a construction Construct wall - 5 lengths x 3 weeks = 15 weeks costs inclusion in the bid. The rates used for staff costs include all employment expenses on costs) and company cars. A total sum of 469 400 is to be included in the contract preliminaries Form temporary access = 1 week Allow 2.5 weeks per floor cycle per 30 m length, i.e. Total duration = 16 weeks period. Flore 19. Site management costs On a project of this scale, responsibility for assessing the contract preliminaries would rest on a full tender team, including the business unit or contracts manager, the planning manager and the estimator A team approach is essential to ensure a successful contract and decisions need to be made in respect of the main phases of work in order that an appropriate organisation structure may be developed for the project. Site-staffing assessments will be required to cover engineering, quantity surveying, admin- istration and supervision functions during the project. Company policy will dictate the extent of full-time on-site staff and which staff would only be required on site part-time. All too often, insufficient monies are included for site management costs at tender stage. especially when the tender adjudication panel has been looking for savings in order to make the bid more competitive. The build-up of site management costs involves consideration of A realistic contract period The proposed site organisation structure Realistic pricing of staff salaries and on-costs using a spreadsheet ora standard preliminaries build-up sheet While there would be insufficient time to prepare a formal organogram for the project at tender stage, Figure 19.5 indicates the principles in arriving at a proposed site organisation Structure for the preliminaries assessment. The time in weeks allocated to each member of the construction team is indicated. Figure 19.6 demonstrates the use of a simple spreadsheet to assess the total site management to cover site management costs. Wation for 2 mobile cranes 28 weeks Duration for 2 tower cranes - 18 weeks and Control Chata Proposal Figure 19.11. multi-storey buildings Duration for 2 tower cranes 36 weeks included solution on which to base the estimate. Area Aand Area D 19.5 Pre-contract stage ral storage areas more time will be invested in the planning and organisation of the projet ensure that adequate space is available for site accommodation, material storage arler de areas, mortar silos, scaffolding, transport around the site and material handling a ments The pre-tender programme must now be developed into a construction for mately gramme and this needs to be supported with detailed considerations of sequence andmete The master programme will be prepared in conjunction with the contractor's prette and a senior planning engineer on the basis of the contract period for the project, incas each activity on the pre-tender programme will be expanded into its constituent per showing their dependency links in relation to each other. Finally, it is becoming increasingly common for the contractor's tender to be judge only on the basis of cost and programme but also in terms of quality and health anda management proposals. This needs to be developed at the pre-contract stapeitto deal! arrangements to ensure that standards of quality and health and safety can be cured The following worked examples of pre-contract proposals are given below A on City Road has been designated an unloading area for main materials as vides can reverse into this area and be unloaded by tower crane B. Once Basement is completed, the area marked E can be used for unloading materials with tower crane. This area wil no longer be required for access Arrangements for materials storage to be as follows: Arca A Main vehicle unloading area for key materials Area Five-metre-wide area in front ofblocks 2 and 3 to be used for palletted brick storage Arca C Ground floor storage area part over linked basement Area D Key storage area with access to City Road via gates in the boarding Site silo for mortar mixing and supply to be located in this area Area E Unloading area . Due to lack of storage space, phased deliveries for the following key material is to be considered: o Bricks and blocks o Stud partitioning Internal joinery Heating and ventilation equipment Consideration might also be given to the pre-loading of the floor of the building during frame erection with pre-packaged materials and components bowed up individually be each apartment type: Door linings Pre-cut architraves site. . Site layout planning and materials handling Sequence study for basement construction Project quality plan Two larve 40 m radius Wer cranes to be used to serve B. The tower cranes will be crested an completion of the business yfira purtand closure to City Road to provide additional space for at dation. This road would become one-way street during the seriod of the . pinto Basement A fram River Place. This allowed whicula o anchetaress and to the adjoining riverside retaining will contraction and storage areas have been indicated on the site layout plan in FE 19.12. Price build-up for proposals A and will be based on the fixed time cost of providing temporary access roads for the chilt states in People hora designated as Ara ABCD and + bere fully serviced site accommodation is to be located on City Read, as shown on the site layoor plan Two access gates are to be provided in the boarding to allow acou o ment is sufficiently wide to allow subcontractors' sabins to be located here for a por period until the installation of the basement piles and floor slab erection of the steel frame to Blocks 1, 2 and 3, site commodation for suas will be provided in the cround floor areas of each block Wing and materials handling will be used for all work in connection with the basement connect Cast studies of Proposals A and B should be undertaken to establish odletion At the pre-contract stage, the contractor will know that his tender has been code Detailed proposals with regard to the layout of the site need to be formed Tanes A and B are to be crected in the locations indicated on the layout plan. Area 1.4.4. Pre-Tender Programme 1.4.4.1. Identify the critical path items for this project 1.4.4.2. Provide a bar chart based on precedence diagram 1.4.4.3. Why are these items called critical path? 1.4.4.4. Which items will run concurrently with other activities on the programme? 1.4.4.5. Provide a table of all the activities (1-25). In the table you must provide activities that precedes other activities and the duration 1.4.4.6. In line with 1.4.4.4, provide a CPM network diagram of the programme provided 1.4.4.7. Provide a WBS for this project 1.4.4.8. Provide a detailed overview of the contractor planning process 1.4.4.9. Provide a risk register of the activities planned for construction 1.5. Site Management Costs 1.5.1. Provide an organogram of the full tender team as required for this project 1.5.2. How much is the site management costs for this project in Rands? 1.5.3. Assume the costs stipulated in figure 19.6 is in Rands already (no need to convert), provide a weekly cost programme and summarize how much will be spent on every week of this project 1.5.4. Explain why the site manager would be on paid for 90 weeks when the project is only planned for 70 weeks? 1.6. Tender strategy for basement excavation 1.6.1. Provide a method statement for the excavation of Basement A 1.6.2. Provide a method statement for the excavation of Basement B 1.7. Cranage Strategy 1.7.1. What materials and components are being handled? 1.7.2. What type and lifting capacity of crane(s) is required? 1.7.3. At which stage of the project will the cranes be required and for how long? 1.7.4. What facilities in the form of hardstandings, track, bases and power supplies are required? 1.7.5. What size of crane would be most suitable in respect of location and reach? 1.8. Pre-contract stage 1.8.1. Provide a health and safety management proposal (1 page) Construction Management 3 - Case Studies 1. Module 19 - City Road Project 1.1 Project Description: 1.1.1. Provide a brief description of the project 1.1.2. From the provided description could you surmise the scope of the project? If you can please do so 1.1.3. What possible challenges could arise from this project? 1.1.4. Provide a rough site establishment sketch 1.2 Project Details: 1.2.1. How much is the contract value in Rand? 1.2.2. How long is the construction period in weeks? 1.2.3. If the project began on the 1" of June 2019, when would it be completed? 1.2.4. If the project began on the date mentioned in 1.2.3 taking into consideration of the COVID-19 pandemic and the South African government restrictions when would the project be completed? Explain how you arrived at your answer 1.2.5. If this was a South African project, which form of procurement would be used? Explain 1.2.6. If this was a South African project, which standard form of contractual agreement would be used? Explain 1.2.7. What kind of subcontractors will be appointed on this project? Explain 1.3 Site Constraints 1.3.1. How does the listed constraints affect the construction programme? 1.3.2 Looking back at your site establishment, what changes to the establishment would these constraints bring? 1.3.3. How does the listed constraints affect buildability? 1.3.4. How does the listed constraints affect construction methods to be used in this project? 1.3.5. What potential risks to cost and time do these constraints pose? 1.3.6. What potential risks to health and safety do these constraints posa? Tender Stage 11. What three categories could you place the risks associated with this project? 19 City Road project 19.1 Project description This case study is based on the City Road project which is a development of three blocks of luxury riverside apartments complete with private basement car parking, roadworks and landscaping The project involves the construction of three seven-storey buildings on a restricted site in the centre of a major city in the north-west of England. A two-level basement (Basement B) is to be constructed under Block 1 Blocks 2 and 3 are to be constructed over a single-level basement (Basement A). The multi-storey blocks are of steel frame construction incorporating metal deck floors and brick external facades The site is bounded on the north side by the River Med where there is an existing retaining wall which is to be demolished and rebuilt. The south side of the site is bounded by City Road which is a busy main thoroughfare. The general layout of the project is shown on the site location plan (Figure 19.1), and Figure 19.2 shows the basement location plan. 19.2 Project details Contract value is 14 million and the agreed contract period is 70 weeks. The contract agree ment is to be executed under the ICT 05 Design and Build Contract and the employer's scope designers are to be novated to the contractor to create a single point of responsibility for design and construction. The relationship between the client's design team and the contractor is shown in Figure 19.3. Buildability is seen as an important issue on this project and the contractor has entific a number of key areas which warrant particular attention, including basement construction proposals and the steel frame erection sequence. The contractor proposes to let out the work as a series of work packages and some of these will be delegated with design responsibility, 19.3 Site constraints The following factors are considered important in developing the construction methodology and sequence of work ang wal RIVER MED BLOCKS BLOGK2 con Programsing and RIVER PLACE PROPOSED DEVELOPMENT SITE (CURRENTLY VACANT) EX BLD BLOCK1 CITY ROAD Way LOCATION PLAN Ew RIVER MED RR MED 40 m Basement A-3- deep 6 m deep ind Bament - deep PROPOSED DEVELOPMENT SITE (CURRENTLY VACANT EX ELD RIVER PLACE CITY ROAD Boundary of BASEMENT LOCATION PLAN Figure 192 C Tompers Price Twine w Cenas team 18.4 Tender stage Scheme design Archief Structural ongineer Services anginoo Pour DS any at the job and make a reasonable profit. These include Design loan Novated in contractor Design aspects developed by design team and design and buid contractor Shoot ping basement spor asentoon Show met Decks Esmalcoding intea partitioning Heating & vertin Litt Acons and site layout Excavation and earthwork support Basement construction sequence Retaining wall demolition and reconstruction Choice and layout of cranage requirements Material storage and handling Site accommodation and supervision CLIENT, DESIGN TEAM, CONTRACTOR RELATIONSHIP, CITY ROAD PROJECT Figure 19.3 Pre-tender programme Attender stape, there is insufficient time to go into all the issues listed above in detail and the contractor may well have to take a view' in deciding his tender price. Of vital importance here is the knowledge and experience of the tender team (estimator, planner, contracts manager etc.) and the skill and judgement of the tender adjudication panel in assessing market factors and risk issues At the tender stage of a project, the pre-tender programme is usually presented in bar chart format using computer-based planning software. In the medium-sized organisation, the responsibility for preparing the programme will normally be undertaken by the contracts man ager, whereas the larger companies will usually have the luxury of a tender planning engineet Figure 19.4 illustrates a typical pre-tender programme for the City Road project showing the main activities and the overall construction period. A realistic assessment of time periods in weeks) for each activity is determined on the basis of the experience of the contracts manager and planner The only access in and out of the site is via River Place No access is available on the north side of the site due to the presence of the River Head Limited access is available on the south side due to City Road. Working space on site is limited and there is no space available adjacent to the siden adjoining developments Limited site space for the storage of materials Basement B under Block 1 is 6 m deep and is located at the rear of the footpathy Road Extensive work is to be undertaken in rebuilding the river retaining wall. This works completed in sequence with the basement construction under Blocks 2 andare Example - Steel frame and floors Construction periods for the erection of multi-storey buildings may be based on the con struction cycle time per floor which will depend on the plan size and complexity of the building are al roblem minecres oreiling adient properties and the din her tongue ancasement with down. Ang stuse the slider how the rest will delen I will they factors to think thus there is not much time di montanash istagen. This meth the will the key factors that he thinks will influence the price and the and the deadiudication panel will decide on the tent of the risk ved michha her to them the ofthe City Road project issues are of vital importance in putting together winning bed or the candling the contract team arealistic budget and program bed which can raise the listavoid problems of trespas = = -3 18W PRETENDER PROGRAMME 16/02/2008 City Road Project by beraber Line Name Duration: 1315251118 111*32*3114115 112112153 153 1 Site Establishment #11213 2 Site Enabling Works 2w Target Programme 70 3 Sheet Piling Bw weeks 4 Basements 30w 5 Excavation w 6 Basement B Construction 7 Basement A Construction 14 8 Riverside Retaining Wall 16w 9 Structural Steel and Floors 18W 10 Block 1 30w 11 Extemal Envelope 14w L12 Services and Finishes 24 13 BLOCK 1 COMPLETE 14 Block 2 30w 15 Extemal Envelope 14 16 Services and Finishes 24 17 BLOCK 2 COMPLETE 18 Block 3 26 19 Extemal Envelope 14w 20 Services and Finishes 20w 21 BLOCK 3 COMPLETE S22 External Works & Landscaping 10w T23 Clear Site 3w 24 Tower Cranes 33 25 Completion Figure 19.4 An overall construction period of 70 weeks is shown for the tender stage construction City Road pro layout. The overall duration of the activity will depend on how many cranes and steel crection Jungs will be used and the degree of concurrency possible on the site, Emple-Riverside retaining wall (overall wall length = approximately 150 m) Overall duration=2.5 x 7 floors= (say) 18 weeks The time for the construction of the riverside retaining wall might be based on a construction Construct wall - 5 lengths x 3 weeks = 15 weeks costs inclusion in the bid. The rates used for staff costs include all employment expenses on costs) and company cars. A total sum of 469 400 is to be included in the contract preliminaries Form temporary access = 1 week Allow 2.5 weeks per floor cycle per 30 m length, i.e. Total duration = 16 weeks period. Flore 19. Site management costs On a project of this scale, responsibility for assessing the contract preliminaries would rest on a full tender team, including the business unit or contracts manager, the planning manager and the estimator A team approach is essential to ensure a successful contract and decisions need to be made in respect of the main phases of work in order that an appropriate organisation structure may be developed for the project. Site-staffing assessments will be required to cover engineering, quantity surveying, admin- istration and supervision functions during the project. Company policy will dictate the extent of full-time on-site staff and which staff would only be required on site part-time. All too often, insufficient monies are included for site management costs at tender stage. especially when the tender adjudication panel has been looking for savings in order to make the bid more competitive. The build-up of site management costs involves consideration of A realistic contract period The proposed site organisation structure Realistic pricing of staff salaries and on-costs using a spreadsheet ora standard preliminaries build-up sheet While there would be insufficient time to prepare a formal organogram for the project at tender stage, Figure 19.5 indicates the principles in arriving at a proposed site organisation Structure for the preliminaries assessment. The time in weeks allocated to each member of the construction team is indicated. Figure 19.6 demonstrates the use of a simple spreadsheet to assess the total site management to cover site management costs. Wation for 2 mobile cranes 28 weeks Duration for 2 tower cranes - 18 weeks and Control Chata Proposal Figure 19.11. multi-storey buildings Duration for 2 tower cranes 36 weeks included solution on which to base the estimate. Area Aand Area D 19.5 Pre-contract stage ral storage areas more time will be invested in the planning and organisation of the projet ensure that adequate space is available for site accommodation, material storage arler de areas, mortar silos, scaffolding, transport around the site and material handling a ments The pre-tender programme must now be developed into a construction for mately gramme and this needs to be supported with detailed considerations of sequence andmete The master programme will be prepared in conjunction with the contractor's prette and a senior planning engineer on the basis of the contract period for the project, incas each activity on the pre-tender programme will be expanded into its constituent per showing their dependency links in relation to each other. Finally, it is becoming increasingly common for the contractor's tender to be judge only on the basis of cost and programme but also in terms of quality and health anda management proposals. This needs to be developed at the pre-contract stapeitto deal! arrangements to ensure that standards of quality and health and safety can be cured The following worked examples of pre-contract proposals are given below A on City Road has been designated an unloading area for main materials as vides can reverse into this area and be unloaded by tower crane B. Once Basement is completed, the area marked E can be used for unloading materials with tower crane. This area wil no longer be required for access Arrangements for materials storage to be as follows: Arca A Main vehicle unloading area for key materials Area Five-metre-wide area in front ofblocks 2 and 3 to be used for palletted brick storage Arca C Ground floor storage area part over linked basement Area D Key storage area with access to City Road via gates in the boarding Site silo for mortar mixing and supply to be located in this area Area E Unloading area . Due to lack of storage space, phased deliveries for the following key material is to be considered: o Bricks and blocks o Stud partitioning Internal joinery Heating and ventilation equipment Consideration might also be given to the pre-loading of the floor of the building during frame erection with pre-packaged materials and components bowed up individually be each apartment type: Door linings Pre-cut architraves site. . Site layout planning and materials handling Sequence study for basement construction Project quality plan Two larve 40 m radius Wer cranes to be used to serve B. The tower cranes will be crested an completion of the business yfira purtand closure to City Road to provide additional space for at dation. This road would become one-way street during the seriod of the . pinto Basement A fram River Place. This allowed whicula o anchetaress and to the adjoining riverside retaining will contraction and storage areas have been indicated on the site layout plan in FE 19.12. Price build-up for proposals A and will be based on the fixed time cost of providing temporary access roads for the chilt states in People hora designated as Ara ABCD and + bere fully serviced site accommodation is to be located on City Read, as shown on the site layoor plan Two access gates are to be provided in the boarding to allow acou o ment is sufficiently wide to allow subcontractors' sabins to be located here for a por period until the installation of the basement piles and floor slab erection of the steel frame to Blocks 1, 2 and 3, site commodation for suas will be provided in the cround floor areas of each block Wing and materials handling will be used for all work in connection with the basement connect Cast studies of Proposals A and B should be undertaken to establish odletion At the pre-contract stage, the contractor will know that his tender has been code Detailed proposals with regard to the layout of the site need to be formed Tanes A and B are to be crected in the locations indicated on the layout plan. Area