Create Construction company
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Part 1 (Plan 2)
Construction Engineering Management Project – Prepared by Mavericks
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Part 2 (Plan 8)
Construction Engineering Management Project – Prepared by Mavericks
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Part 2
Construction Engineering Management Project – Prepared by Mavericks
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Part 3 - Site Plan
•Building Type: Newspaper Office
•Area: ~8,991 SF
Construction Engineering Management Project – Prepared by Mavericks
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Part 4 - Plan no. 3
4” cmu wall = 33 LF, 294 SF
8” cmu wall = 737 LF, 8845 SF
Drywall Partition = 17 LF, 157 SF
Precast Concrete Panels = 494 LF, 329 SF
Legend:
•Only dry walls in the interior were considered as partition walls
•8” CMU wall was added to the exterior where Brick Masonry was missing
Assumptions:
Construction Engineering Management Project – Prepared by Mavericks
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Part 4 - Plan no. 4
Legend:
4” cmu wall = 33 LF, 294 SF
8” cmu wall = 586 LF, 7033 SF
Drywall Partition = 33 LF, 293 SF
Precast Concrete Panels = 439 LF, 293 SF
Assumptions:
•Only dry walls in the interior were considered as partition walls
•8” CMU wall was added to the exterior where Brick Masonry was missing
Total Cost of Drywall:
Construction Engineering Management Project – Prepared by Mavericks
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Part 5
| Total cost of metal studs (from excel) | ||||
| Description | Total QTY (sf) | Material total | Labor cost | Total cost |
| Metal stud, non-load bearing, galvanized, 12'' high, 3-5/8'' wide | 6045.9 | $1,632.39 | $3,569.96 | $5,202.35 |
Studs required for wall area:
Number of studs required in 1st floor (N1) = (5941/2) +1 = 2972
Number of studs required in 2nd floor (N2) = (5569/2)+1 = 2786
Total number of studs required = 2972 + 2786 = 5758
Construction Engineering Management Project – Prepared by Mavericks
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Part 6- Project Scheduling
Construction Engineering Management Project – Prepared by Mavericks
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Part 6- Estimation of Employees’ Salaries
Construction Engineering Management Project – Prepared by Mavericks
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Part 6- Costing of Machines
Construction Engineering Management Project – Prepared by Mavericks
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Part 7
Construction Engineering Management Project – Prepared by Mavericks
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Part 8
Mavericks Construction Company
Construction Engineering Management Project – Prepared by Mavericks
Part 9
Flatbed Truck: Power: Transport equipment
Excavator: Excavate the trench, heavy lifting, demolition,cutting of trees etc.and backfill
Backhoe: Excavate the trench and backfill
Bulldozer: site grading and cleanup
Dump Truck/Dumpers: haul wastage/spoil
Hydro excavator: This is also used for excavating the trench.
Forklift: It is used to lift up the construction materials and move them.
Cement Mixer
Bending Machine: Bend pipe and bend rebars
Air compressor: Power Pneumatic Tools
Generator: Provide electricity to operate the equipment
Fuel truck: Transport construction materials
Mechanic Truck: Repair equipment when needed
Pickup Truck: It is used transport workers and materials
Details of the equipment
Method of Purpose
Operating lease Method
the lessors in the case of an operating lease are
likely to be the manufacturers or suppliers of the asset
most appropriate for large and/or technically sophisticated plant items
A further advantage to the lessee is that the title remains with the lessor
no entry is required on the lessee’s balance sheet, termed an off-balance-sheet item
Construction Engineering Management Project – Prepared by Mavericks
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Part 9
Construction Engineering Management Project – Prepared by Mavericks
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Part 10- Preparing Contract
AGREEMENT made as of the 15th day of June in the year 2020
BETWEEN: Maverick & B&A Foundation Inc.
Project details: Newspaper office at Miami for Foundation work.
The Prime Contract provides for the furnishing of labor, materials, equipment and services in connection with the construction of the Project. A copy of the Prime Contract, consisting of the Agreement Between owner and Contractor (from which compensation amounts may be deleted) and the other Contract Documents enumerated therein, has been made available to the Subcontractor.
Construction Engineering Management Project – Prepared by Mavericks
Part 10- Preparing Contract
Construction Engineering Management Project – Prepared by Mavericks
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Part 11 - Scenario 1
The agreement between the Prime Contractor and Sub-Contractor was to follow the contract documents.
Since the Special Provision is a revision to the original plans, regardless of what the plans say, the Sub-Contractor should abide by the contract documents, assuming the plans were not part of them.
Assuming the Grade 40 steel was available, If the Sub-Contractor still chose to use Grade 60, they would either need to pay for the price difference in materials themselves or correct their mistake by replacing the Grade 60 steel with Grade 40 as the Special Provision called for.
In the event that the Sub-Contractor refused to pay the $32,000 difference for using the incorrect grade of steel, we would have to revisit the contract documents to review which dispute resolution method was agreed upon if needed.
However, to avoid the issue from becoming larger than needed and potentially going into litigation, the best method for dispute resolution would most likely be the involvement of a Disputes Review Board.
Since the board had most likely been assembled early in the life of the construction project, this dispute can and should be resolved rather quickly. Assuming the decision/resolution the board comes up with is unanimous, both parties should agree to the proposed recommendations on how to proceed. If either party does not accept the recommendations, the dispute can be appealed to the board for another review, or other methods of dispute resolution may then be pursued if necessary.
The Facts
The Resolution
Construction Engineering Management Project – Prepared by Mavericks