Month: December 2011

  • JOINT VENTURE FOR CONSTRUCTION OF HOUSES IN KENYA.

    JOINT VENTURE FOR CONSTRUCTION OF HOUSES IN KENYA.

    The concept of Joint Venture for construction of houses is relatively new in Kenya. This method works well for properties designed for sale.

    HOW IT WORKS.
    In a Joint Venture, the Land owner contributes the land as part of his/her contribution, then the Financier contributes finances for construction. The profits are then split on a pre-agreed ratio with the land owner usually getting over 50% of the net profits.

    ARCHITECTS AND PROJECT MANAGERS.
    Architects and Project Managers can also agree to contribute their professional services as part of the Joint Venture and get paid at the end of the project when the profits are being split.
    Here, most land owners and property developers are used to older methods of financing construction projects which involve raising capital by either selling of part of the land or borrowing a loan from a bank or both.
    With the onset of Joint Venture concept, land owners can now be able to finance their construction more easily.

    ADVANTAGES.
    1. The land owner reduces the risk associated with bank loan repayments such as sudden increase in interest payments which result to the project cost escalation.
    2. Land owner is able to easily access funds for construction since he/she will not have to undergo the rigorous bank loan application appraisal process.
    3. Land owner is able to tap resource and obtain services from consultants such as architects, engineers, quantity surveyors without having to pay initial consultancy fees since the consultants offer their services as part of the Joint Venture contribution.

    DISADVANTAGES.
    Once the construction process starts, land in the general area of the construction increases in value. This increase in value is supposed to be well-captured in the Joint Venture contract so that the increase can be well-spread to all Joint Venture partners i.e. land owner, financier and consultants. This will avoid land issues such as the once recently witnessed between Suraya and the land owner in the Joint Venture.

    FINANCING OF JOINT VENTURES.
    In Kenya, Shelter Afrique bank finances Joint Venture projects. For the projects to be eligible for the financing, a Feasibility study carried out by a registered architect, quantity surveyor or valuer must be present. This feasibility study should show critical minimums such as Return on Investment, target market and land value ratio to the total project cost. These critical features will be used to check if the project is viable for the joint Venture.

    CURRENT PROJECTS.
    Everest park, along Mombasa road opposite KMC is funded on a Joint Venture by Shelter Afrique bank. It consists of 380 units and the total project cost is KES 1 Billion.

    ELIGIBILITY.
    Land owners with prime land are encouraged to contact consultants who are willing to partner with them on eligibility for Joint Venture financing form Shelter Afrique. www.a4architect.com conducts feasibility studies for such land owners for Shelter Afrique bank to make their recommendations. You can get more detailed info by contacting the below:

    Arch. Francis Gichuhi Kamau
    B. Arch U.o.N. MA.A.K.[A]
    www.a4architect.com
    info@a4architect.com
    +254721410684

  • FOUNDATION COSTS -HOUSE AT RUIRU

    Bill No. 1

    SUBSTRUCTURES

    (ALL PROVISIONAL)

     

    MATERIALS LABOUR
    Clear new buildings area of all grass, weeds, shrubs, rubbish,  bushes and the like and grub up all roots, tree stumps or similar obstructions and burn or cart away

    m2

    100

    32

           3,200.00                  –         3,200.00
     

                     –                  –
    Excavate to reduce levels commencing from stripped level

    m3

    100

    96

           9,600.00                  –         9,600.00
     

                     –                  –
    Excavate foundation trench depth not exceeding 1.5m commencing from reduced levels

    m3

    100

    96

           9,600.00                  –         9,600.00
     

                     –                  –
     

                     –                  –
    Return, fill and ram selected excavated material around foundations.

    m3

    100

    64

           6,400.00                  –         6,400.00
     

                     –                  –
    Load and cart away surplus excavated material from site

    m3

    100

    176

          17,600.00                  –       17,600.00
     

                     –                  –
    300mm Thick approved hardcore fill , handpacked, well rammed, watered and well compacted to Engineer’s direction and satisfaction

    m2

    100

    240

          24,000.00       19,200.00         4,800.00
     

                     –                  –
    30mm Thick murram blinding to surfaces of hardcore

    m2

    100

    40

           4,000.00        3,200.00           800.00
     

                     –                  –
    Chemical anti-termite treatment executed complete by an approved  specialist under a ten (10) year guarantee to surfaces of blinded hardcore

    m2

    100

    80

           8,000.00        6,400.00         1,600.00
     

                     –                  –
     

                     –                  –
    1000 gauge polythene or other equal and approved damp proof membrane  laid under surface bed with 300mm side and end laps (measured nett- no allowance made for laps)

    m2

    100

    60

           6,000.00        4,800.00         1,200.00
     

                     –                  –                  –
    Mass concrete 1:3:6 (class 15/20)

                     –                  –                  –
     

                     –                  –                  –
    50mm Thick under strip footings

    m2

    5

    240

           1,200.00           960.00           240.00
     

                     –                  –                  –
    Ditto under column bases

    m2

    1

    240

              240.00           192.00             48.00
     

                     –                  –                  –
    Vibrated, reinforced concrete (1:2:4) class 20/20

                     –                  –                  –
     

                     –                  –                  –
    Strip foundations

    m3

    12

    5360

          64,320.00       51,456.00       12,864.00
     

                     –                  –                  –
    Column bases

    m3

    0

    5360

                     –                  –                  –
     

                     –                  –                  –
    Columns

    m3

    0

    5360

                     –                  –                  –
     

                     –                  –                  –
    Steps

    m3

    0

    5360

                     –                  –                  –
     

                     –                  –                  –
    150mm Thick ground floor slab

    m2

    100

    804

          80,400.00       64,320.00       16,080.00
     

                     –                  –                  –
    Extra over 150mm slab for thicknessing 800mm wide and 125mm thick including forming hardcore and any necessary formwork

    m

    2

    560

           1,120.00           896.00           224.00

                     –                  –                  –
    Steel wire fabric mesh reinforcement to B.S. 4483 Ref: A142 in concrete bed (measured nett-no allowance made for minimum of 225mm laps) including tying and supporting as required

    m2

    100

    188

          18,800.00       15,040.00         3,760.00
     

                     –                  –                  –
    Mild steel rod reinforcement to B.S. 4449 and K.S. 02-22.1976

                     –                  –                  –
     

                     –                  –                  –
    8mm Diameter bars

    Kg

    600

    70

          42,240.00       33,792.00         8,448.00
     

                     –                  –
    Square twisted mild steel reinforcement to B.S. 4461 and K.S. 02-22:1976

                     –                  –
     

                     –                  –
    10mm Diameter bars

    Kg

    1

    70

                     –                  –                  –
     

                     –                  –
    12mm Diameter bars

    Kg

    1

    70

                     –                  –                  –
    Sawn timber formwork

                     –                  –
     

                     –                  –
    Sides of strip foundations

    m2

    2

    240

                     –                  –                  –
     

                     –                  –
    Sides of steps

    m2

    2

    240

                     –                  –                  –
     

    0

                     –                  –
    Edge of slab exceeding 75mm but not exceeding 150mm high

    m

    60

    36

           2,160.00        1,728.00           432.00
     

                     –                  –
    Natural coursed stone  obtained from an approved quarry, jointed  and bedded in cement and sand (1:3) mortar

                     –                  –
     

                     –                  –
    200mm Thick walling

    m2

    114

    720

          82,080.00       65,664.00       16,416.00
     

                     –                  –
    12mm Cement and sand (1:3)render on stone or concrete plinths

    m2

    10

    144

           1,440.00        1,152.00           288.00
     

                     –                  –
    Prepare and apply two coats black bituminous paint to rendered concrete or stone surfaces

    m2

    10

    144

           1,440.00        1,152.00           288.00
     

                     –                  –
    Total Carried to Summary

      383,840.00   269,952.00   113,888.00
     

                     –                  –
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