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CEMBcourseworkbriefingS11819NEC4update1.doc

Coursework – The Quarry Road Project

This contributes 40% to the final module mark

You are the assistant civil engineer on the construction of a new access road. An access road is to be constructed into a new quarry which is being developed in the Yorkshire Dales to the north of Skipton. The works comprise:

10km of single carriageway flexible pavement construction with associated earthworks, fencing, drainage and kerbing

Two culverts

An Accommodation overbridge

The diversion of a 660kV overhead electricity line.

The work is to start on the first Monday in the next calendar year with the following non-work periods:

Easter – One week

Spring Bank holiday – One week

Summer Bank Holiday – One week

Christmas and New Year – Two weeks

A five-day week will be worked.

Roadworks can continue whilst the bridge is being constructed subject to appropriate health and safety provisions being in place.

The roadworks site must be secured by temporary or permanent fencing prior to earthworks starting on any sections of cut or fill.

Surplus cut or fill will go to or come from the quarry.

There is to be a one week buffer between all roadworks operations.

Please prepare:

For the roadworks

A long section of the Quarry Road is attached. For this aspect of the project, please prepare:

A. A time-Location analysis of the roadworks part of the scheme

25%

B. A schedule showing when each sub-contractor is needed and how many gangs are required

5%

For the Accommodation Bridge

Details of the tasks associated with the construction of a new Accommodation Bridge, are attached. For this aspect of the project, please prepare:

C. A Work Breakdown structure for Accommodation Bridge, both paper based and constructed in the software

5%

D. A fully resourced and costed Programme of Works for the Accommodation Bridge construction. This is to incorporate the Work Breakdown structure from above and is to be published only after suitable resource management which must be evidenced. Both a paper and an electronic copy in MS Project 2010 format are required to be submitted.

20%

E. A cumulative cashflow for the bridge construction

5%

NEC4 Engineering & Construction Contract Application

image1

Figure 1 Contractual arrangements for Accommodation Bridge

Figure 1 shows the contractual arrangement for the Accommodation Bridge project. It is assumed that the subcontractors used for the accommodation bridge construction will be taken from a combination of the subcontractors already identified for the roadworks.

Townsend Managing are acting as the Project Manager for the project on behalf of the Client, Yorkshire Quarry Group Ltd, and are employed under a NEC4 Professional Services Contract (PSC). BEDL are the statutory authority who will be responsible for designing and undertaking the diversion of the overhead electricity cables at 0.5km chainage and are also employed under a NEC4 PSC. The main contractor, Skipton Construction, will be employed to carry out the rest of the works for the Yorkshire Quarry Group Ltd and will be employed under a NEC4 Engineering and Construction Contract (ECC).

You work for Skipton Construction. As part of the Scope in the NEC4 ECC at tender stages, Yorkshire Quarry Group Ltd have provided some information about the project, but you would like more information to base your tender on in the form of:

· Borehole logs around the two culvert locations

· Structural information relating to the culverts

· Key dates regarding the diversion to the overhead electricity cables by BEDL

F. Write a reply to the Client requesting this outstanding information, including specific clauses within the NEC4 ECC supporting this request.

5%

The roadworks are underway on site, and the key date that was given to by the Client for the diversion of the electricity cables is at risk of being achieved by BEDL. There is a risk that this will affect the end date of the programme and have cost implications.

Working in the spirit of mutual trust and cooperation (Cl. 10.2), you send an Early Warning (Cl. 15.1) to the Project Manager (Townsend Managing). This is followed up by an Early Warning Meeting (Cl. 15.3) to discuss the risks to programme and cost of the project.

The Project Manager does not attend this meeting.

The Key Date given in the contract is missed.

G. Prepare a Compensation Event notification to the Project Manager relating to this missed date. You should include all relevant clause references from the NEC4 ECC that will support your notification.

15%

The notification from the Compensation Event was received by the Project Manager, and you have since provided a full quotation supporting the claim. This was approved by the Project Manager. However, the additional costs approved in the Compensation Event were not paid on time by the Project Manager.

H. Describe the process and relevant clauses in the NEC4 ECC that would address this missing payment, and any additional money that may be due to Skipton Construction.

10%

For the whole submission

Suitable presentation and commentary, including planning details and assumptions made. Ensure that all pages are date referenced and numbered.

10%

Road long section showing cut and fill and position of structures

Roadworks Construction Outputs
Activity

Duration/

Output

Sub-contractor

Construction of Junction on A65

3 weeks

Roadworks sub-contractor

660kV overhead cable diversion at chainage 0.5km

4 weeks

BEDL

Culvert at chainage 3km

6 weeks

Structures sub-contractor

Accommodation Bridge at chainage 5km

To be calculated separately

Various resources to be determined separately

Culvert at chainage 7.5km

4 weeks

Structures sub-contractor

Temporary fencing (both sides)

1000m/week

Fencing sub-contractor

Strip topsoil

500m/week

Earthworks sub-contractor topsoil team

Earthworks

4000m3/week

Earthworks sub-contractor bulk earthworks team

Permanent fencing (both sides)

250m/week

Fencing sub-contractor

Drainage. This must be after cut/fill but before subbase.

25m/day

Drainage sub-contractor

Subbase

100m/day

Roadworks sub-contractor subbase gang

Kerbs (both sides)

400m/week

Roadworks subcontractor kerbing gang

Continued ..

Activity

Duration/

Output

Sub-contractor

Preparation for surfacing. (After kerbs)

1000m/week

Roadworks sub-contractor kerbing gang

Surfacing (After preparation)

125m/day

Roadworks subcontractor surfacing team

Soil and seed. (After drainage and kerbs).

Chainage 0 – 1km

Chainage 1 – 4km

Chainage 4 – 7km

Chainage 7 –8km

Chainage 8 – 10km

1 week

6 weeks

6 weeks

1 week

2 weeks

Earthworks sub-contractor topsoil gang

Accommodation Bridge

North Bank Seat South Bank Seat

Accommodation Bridge

The Accommodation Bridge is part of the Quarry Road Project. All bulk earthworks must be completed before the bridge construction can start. Your task is to plan the construction of this bridge and determine resource requirements.

To keep the planning relatively simple, ensure that the construction is in “lumps”. It is appreciated that there ought really to be much more detail but time is against us!

Some Construction details:

We are in an area of fine Yorkshire sandstone so base construction is directly on to bedrock.

The North and South Bank Seats are exactly the same construction.

The North and South Pier are all exactly the same construction

Bank seat construction comprises Excavation, Formwork, Steelfixing and Concreting plus fixing bearings

Pier construction comprises Excavation, Formwork, Steelfixing and Concreting to the base and Formwork, Steelfixing and Concreting to the stem plus fixing bearings

Each deck span comprises 10 beams with a concrete slab on permanent formwork and is to include parapet fixing, deck waterproofing and deck surfacing.

Accommodation Bridge – Typical example

Pier Base Construction – typical details for one

Item

Duration

(Days)

Resources

Costs

(£)

Excavation

4

Bridge Earthworks Subcontractor

£2000

Formwork

5

Ordinary Crane

4 operatives

Pier Base Formwork

Steelfixing

6

Ordinary Crane

4 operatives

Pier Base Formwork

Materials £15000

Concreting

1

Concrete Pump

4 operatives

Materials £10000

CLIENT

Yorkshire Quarry Group Ltd

CONTRACTOR

Skipton Construction (ECC)

Statutory Authority

BEDL

(PSC)

Fencing Subcontractor (ECC)

Roadworks Subcontractor (ECC)

Earthworks Subcontractor (ECC)

Structures Subcontractor (ECC)

Drainage Subcontractor (ECC)

PROJECT MANAGER

Townsend Managing

(PSC)

0

1

2

3

4

6

5

7

10

9

8

0.5 km

Overhead electricity line diversion

5 km

Accommodation Bridge

3 km

Culvert

7.5 km Culvert

Junction to A65

Quarry

Chainage (km)

Cut

Fill

Cut

Fill

Cut

40000m3

20000m3

20000m3

60000m3

10000m3

10000m3

15000m3

South

North

Centre Span

South Span

North Span

South

Pier

North

Pier

9