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 FINAL R EPORT K EADUE WWTP UPGRADE WORKS KMCF ENGINEERING DUBLIN R OAD ATHLONE 2014

Final Report

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Final report

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    FINALREPORT

    KEADUEWWTPUPGRADEWORKS

    KMCFENGINEERING

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    KMCFENGINEERING

    Table of Contents

    1.0 Project Brief ......................................................................................................................... 1

    2.0 Background to Site ............................................................................................................... 2

    2.1 Environmental constraints in Keadue .............................................................................. 2

    2.1.1 Subsoil Database........................................................................................................ 3

    2.1.2 Natural Heritage Area ................................................................................................ 4

    2.1.3 Other Relevant Maps ................................................................................................. 6

    3.0 Feasibility Study ................................................................................................................... 6

    4.0 Scheduling ............................................................................................................................ 7

    4.1 Construction Schedule ..................................................................................................... 7

    4.2 Work Schedule ................................................................................................................. 7

    5.0 Monitoring System ............................................................................................................... 7

    5.1 Earned Value Management .............................................................................................. 8

    5.2 Function to allow for delay in project .............................................................................. 8

    5.2.1 Programme Contingency/ Extension of Time............................................................ 8

    5 2 2 Adj t t t t t 9

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    5 2 2 Adj t t t t t 9

    1.0 Project Brief

    KMCF are the Tendering Team working for a Small Civil Engineering contracting

    organisation. Tendering Manager has requested to prepare a submission for senior

    management documenting that the company approach to selecting a tender design for use

    in a design and build works proposal which is Upgrade Works of Keadue Waste Water

    Treatment Plant (WWTP) and project team is to develop a generic tender selection system

    which is applicable to all future work for Keadue development.

    In addition, the company are also requested to document how the KMCF Project Team

    could handle the proposal, in the tender format provided, and develop a schedule and cost

    performance system for use during the contract phase.

    The KMCF team shall prepare the requisite quality and management systems necessary to

    perform the following:

    Responsibility Assignment Matrix A feasibility assessment system on two design options for the planned development

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    2.0 Background to Site

    Keadue, Co. Roscommon has been chosen as the trial site for the incorporation of this

    tendering and performance monitoring system.

    The site is located close to Ballyfarnon 6 miles North of Boyle. It is on the location of the

    existing treatment works for the village. The effluent flows by gravity through the existing

    works.

    The current treatment system existed on site is Traditional type system which can serve

    approximately 300 PE and it consists of the following elements:

    1 no. Split flow chamber and screens 1 no. Imhoff tank 1 no. Rotary Filter 1 no. Humus Tank 3 no. Sludge drying beds 1 no. Outlet inspection chamber 1 R d b d

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    2.1.1 Subsoil Database

    Based on research conducted by National Soils Database which can be accessed in EPA

    website, samples are taken approximately 0.48 km distance away from Keadue as shown in

    Figure 1.

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    Table 1: Geo Chemical Information present on the samples.

    pH 5.4 Soil Organic Carbon (SOC) 7.07%

    Available Phosphorus 6.17 Available Potassium 132.85

    Available Magnesium 295 Arsenic (As) mg/kg 11.69

    Aluminium (Al) % 4.49 Calcium (Ca)% 0.453

    Barium (Ba) mg/kg 198.9 Cerium (Ce)mg/kg 37.2

    Cadmium (Cd) mg/kg 0.989% Chromium (Cr)mg/kg 62.1

    Cobalt (Co)mg/kg 8.3 Iron (Fe) % 2.6%Copper (Cu) mg/kg 48.4 Germanium (Ge) mg/kg 1.37 mg/kg

    Gallium (Ga) mg/kg 12.63 mg/kg Potassium (K) % 0.53%

    Mercury (Hg) mg/kg 0.115 mg/kg Lithium (Li) mg/kg 37.8 mg/kg

    Lanthanum (La) mg/kg 19.7 mg/kg Manganese (Mn) mg/kg 1155 mg/kg

    Magnesium (Mg) % 0.277% Sodium (Na) % 0.202%

    Molybdenum (Mo) mg/kg 14.36 mg/kg Nickel (Ni) mg/kg 21.1 mg/kg

    Niobium (Nb) mg/kg 7.55 mg/kg Lead (Pb) mg/kg 38.9 mg/kg

    Phosphorus (P) % 0.176% Sulphur (S) % 0.085%

    Rubidium (Rb) mg/kg 52.4 mg/kg Scandium (Sc) mg/kg 6.05 mg/kg

    Antimony (Sb) mg/kg 1.41 mg/kg Tin (Sn) mg/kg 2.82 mg/kg

    Selenium (Se) mg/kg 1.88 mg/kg Tantalum (Ta) mg/kg 0.54 mg/kg

    Strontium (Sr) mg/kg 61.9 mg/kg Titanium (Ti) mg/kg 2177 mg/kg

    Thorium (Th) mg/kg 4 42 mg/kg Uranium (U) mg/kg 5 19 mg/kg

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    Figure 2: Kilronan Mountain Bog (NHA) in yellow colour.

    There are two others proposed Natural Heritage Area including Lough Allen and

    Location of Site

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    According to (Natural Heritage Area, 2005), any works will be constructed within this area

    and the surrounding, must be specified for the purposes under section 19 (1) of the Act.

    2.1.3 Other Relevant Maps

    The following are relevant maps that also being considered in conjunction to the location of

    the Keadue WWTP:

    Aquifer Data (refer Appendix A) Bedrock - Structural Linework & Solid Geology (refer Appendix B) Bedrock - Generalised Map (refer Appendix C) Groundwater Well Data (refer Appendix D) Karst Features (refer Appendix E) Recharge Data (refer Appendix F) River Basin District Boundaries & Groundwater Bodies (refer Appendix G) Source Protection Area Data (refer Appendix H) Teagasc Subsoil Data (refer Appendix I)

    V l bili D ( f A di J)

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    Final comparisons consideration (Narrowed to the two best packages):

    Ease of construction Economical use of land Time for completion Ecological footprint

    Furthermore, this section also included alterations to compare different type of systems. For

    instance larger systems could be compared for bigger sites.

    4.0 Scheduling

    Developed in a generic fashion to allow for the schedule to be altered for different sites or

    the use of a conventional system.

    4.1 Construction Schedule

    Construction Scheduling is a process of breaking down a project into smaller activities and

    the durations of time each will take, then organizing them into an order of actions to be

    t k t fi i h th j b Th t t ill h St t d t d fi i h d t f t k

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    5.1 Earned Value Management

    Earned Value Management (EVM) helps project managers to measure project performance.

    It is a regular project management process used to find variances in projects based on the

    comparison of worked performed and work planned.

    EVM technique used to track the progress and status of the project and forecast the likely

    future performance of the project. EVM integrates the scope, schedule and cost of the

    project. EVM can be used to show past performance of the project, current performance of

    the project and also show the future performance of the project. Good planning coupled

    with effective use of the EVM technique will reduce a large amount of issues arising out of

    schedule and cost overruns. Once the contractor's EVM System is considered and

    implemented on a project, there are significant benefits to the contractors. Contractorbenefits make it easier to meet project schedule, cost and technical objectives.

    The Contractors internal systems must be able to provide:

    Planned value E d V l

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    exists in accordance with Public Works Contractor for Civil Engineers Designed by Contractor

    or if none exists by entering the delay.

    5.2.2 Adjustment to contract sum

    This is completed in accordance with Public Works Contractor for Civil Engineers Designed

    by Contractor which can be completed by, taking existing prices off original Bill of Quantities

    or altering existing prices in original Bill of Quantities or recalculating cost for the activity

    taking into account, labour, materials, plant and design.

    5.3 Automated Report Generator

    The automated report generator is capable of updating automatically as the project

    progress. As per the standard format of a Project Status Report, the document includes the

    following:

    Work planned for last month Work completed last week Work planned for next week O i

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    Appendices

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    Appendix A

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    Appendix B

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    d

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    Appendix I

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