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Bill of Quantities Group 1 Scheme Design 2014


Project

Course & Year

Civil Eng. (Hons.)

Proposed Keadue WWTP 2014

Year 5

Department of Civil, Construction & Mineral Engineering Scheme Design No.

Dimensions

Company

Calculation Sheet No.

AIT Group 1 Scheme Design

1

Drawing Ref:

Produced By:

Checked By:

Date

1 – Site Layout

Maurice Healy

Mirivano Carrig

17/04/2014

Total

Description

of

25

Reference

Class A - General Items Contractual Requirements: 1/

Item

1 Item

 Performance Bond for 10% of tender total inclusive

A11

of Vat 1/

Item

1 Item

 Insurance of the Works

A12

Specified Requirements:  Accommodation for the Engineers Staff 1/

Item

1 Item

1/

Item

1 Items

o Office

A211

o Portacabins Toilet facilities

A213 A213

1/

Item

1 Item

Storage Depot

A213

 Equipment for use by the Engineers Staff o Lab Equipment 1/

Item

1 Item

1/

Item

1 Item

Concrete Curing Lab Equipment Slump Test o Surveying Equipment

1/

Item

1 Item

2/

Item

2 Items

GPS Measuring Tape  Temporary Works

10/

Item

10 Items

20/

Item

20 Items

2/

Item

2 Items

o Traffic Diversions Signage Cones o Traffic Regulation Labour

A232 A232 A232 A233 A233

A271 A271 A271 A272 A272


Project

Course & Year

Civil Eng. (Hons.)

Proposed Keadue WWTP 2014

Year 5

Department of Civil, Construction & Mineral Engineering Scheme Design No.

Dimensions

Company

Calculation Sheet No.

AIT Group 1 Scheme Design

1

Drawing Ref:

Produced By:

Checked By:

Date

1 – Site Layout

Maurice Healy

Mirivano Carrig

17/04/2014

Total

Description

o Access Roads 5/

2/

1/

2m 3m

5 Items

Item

2 Items

Item

of

25

Reference

A273

Fencing

A273

Barrier

A273

o Dewatering

A277

1 Item

Sypes pump

A277

Method Related Charges:  Services and equipment

1/

Item

1 Item

Whacker

A321

1/

Item

1 Item

Mould Oil

A321

1/

Item

1 Item

Poker Vibrator

A321

1/

Item

1 Item

Concrete Screeder

A321

1/

Item

1 Item

Bull Float

A321

1/

Item

1 Item

Concrete Pump

A321

1/

Item

1 Item

Temporary control equipment

A321

1/

Item

1 Item

General tools

A321

o Water 1/

Item

Water supply for duration of construction

1 Item  Plant

A321 A322 A322

o Earthmoving 1/

Item

1 Item

Dump Truck

A333

Bring to site

A333

Operate Remove 1/

Item

1 Item

Medium Excavator Bring to site Operate

A333


Project

Course & Year

Civil Eng. (Hons.)

Proposed Keadue WWTP 2014

Year 5

Department of Civil, Construction & Mineral Engineering Scheme Design No.

Dimensions

Company

Calculation Sheet No.

AIT Group 1 Scheme Design

1

Drawing Ref:

Produced By:

Checked By:

Date

1 – Site Layout

Maurice Healy

Mirivano Carrig

17/04/2014

Total

Description

of

25

Reference

Remove 1/

Item

1 Item

Concrete Mixer Bring to site

A333

Operate Remove 1/

Item

1 Item

Teleporter Bring to site

A333

Operate Remove 1/

Item

1 Item

Crusher Bring to site

A333

Operate Remove 1/

Item

1 Item

Lorry Bring to site

A333

Operate Remove  Temporary Works 1/

Item

1 Item

o Traffic Diversions Install; Fixed

A351

Operate and maintain; Time related

A351

Remove; Fixed

A351

1/

Item

1 Item

o Access Roads

A351

1/

Item

1 Item

o Pumping

A353

1/

Item

1 Item

o Dewatering

A356

 Temporary Works 1/

Item

1 Item

o Access Scaffolding

1/

Item

1 Item

o Support Scaffolding & Proping

A357

A361 A362


Project

Course & Year

Civil Eng. (Hons.)

Proposed Keadue WWTP 2014

Year 5

Department of Civil, Construction & Mineral Engineering

Company

Scheme Design No.

Dimensions

Calculation Sheet No.

AIT Group 1 Scheme Design

1

Drawing Ref:

Produced By:

Checked By:

Date

1 – Site Layout

Maurice Healy

Mirivano Carrig

17/04/2014

Total

Description

of

25

Reference

Class D – Demolition & Site Clearance 1/

0.0724

0.0724

General Clearance:

D100 D100

1/

Buildings:

32.6m

 Brickwork

0.3m 2.3m

22.5m

3

D411

Plant operators hut

Other Structures: 1/

 Concrete

5m

Screens

0.1m 0.3m 1/

0.150m3

N/A

N/A

D521 N/A

Screen Base

7.6m Storm Overflow

0.1m 0.3m 1/

D521

Screen Walls

N/A

1/

D520

0.228m3

Storm Overflow Walls

D521

N/A N/A N/A

1/

N/A

D521

16m Ejector Station

2m 0.2m 1/

Storm Overflow Base

4.3m

6.4m3

Ejector Walls

D521


Project

Course & Year

Civil Eng. (Hons.)

Proposed Keadue WWTP 2014

Year 5

Department of Civil, Construction & Mineral Engineering

Company

Scheme Design No.

Dimensions

Calculation Sheet No.

AIT Group 1 Scheme Design

1

Drawing Ref:

Produced By:

Checked By:

Date

1 – Site Layout

Maurice Healy

Mirivano Carrig

17/04/2014

Total

Description

of

25

Reference

4.3m 0.2m 1/

3.698m3

Ejector Base

D521

1.849m3

Ejector Cover Slab

D521

1.521m3

Ejector Central Slab

D521

4.3m 4.3m 0.1m

1/

3.9m 3.9m 0.1m

1/

7.6m 5.5m 3.8m

1/

Imhoff Tank 158.8m3

Imhoff Tank Base

D523

28.4m3

Imhoff Tank Walls

D521

24.9m 0.3m 3.8m

1/

28.18m 0.3m 7.5m

1/

D522

Rotary Filter Base

D521

Rotary Filter Shaft

D521

N/A

0.085m3

4.2m 5.4m 0.3m

1/

Rotary Filter Wall

0.283m2 0.3m

1/

63.4m3

N/A N/A

1/

Rotary Filter

19.3m

Sludge Drying Bed 6.804m

3

Sludge Drying Bed Base

D521


Project

Course & Year

Civil Eng. (Hons.)

Proposed Keadue WWTP 2014

Year 5

Department of Civil, Construction & Mineral Engineering

Company

Scheme Design No.

Dimensions

Calculation Sheet No.

AIT Group 1 Scheme Design

1

Drawing Ref:

Produced By:

Checked By:

Date

1 – Site Layout

Maurice Healy

Mirivano Carrig

17/04/2014

Total

Description

of

25

Reference

0.1m 0.3m

1/

0.58m3

Sludge Drying Bed Walls

7.5m 2.950m 0.3m

1/

D521

Humus Tank 6.638m

3

Humus Tank Base

D521

Humus Tank Walls

D511

20m 2.4m 0.225m

1/

10.8m3

0.5m  Metal

0.5m 0.050m 2/

0.013m

3

Screen

D541

Manhole Covers

D541

1m 2m

1/

0.050m

0.1m3

89.95m

89.95m

Pipelines:  Nominal Bore: 100-300mm

D610


Project

Course & Year

Civil Eng. (Hons.)

Proposed Keadue WWTP 2014

Year 5

Department of Civil, Construction & Mineral Engineering

Company

Scheme Design No.

Dimensions

Calculation Sheet No.

AIT Group 1 Scheme Design

1

Drawing Ref:

Produced By:

Checked By:

Date

1 – Site Layout

Maurice Healy

Mirivano Carrig

17/04/2014

Total

Description

of

25

Reference

Class E – Earthworks Excavations for Foundations  Material other than topsoil, rock or artificial hard material 1/

1.845m

171.6m3

5m 18.6m

E325

Wastewater Treatment System

18.6m

1/

o Max Depth N.E. 2 – 5m

63.3m

Central Excavations

E325

Battered Sides

E325

3

1.845m 1.845m 8.998m

30.62m

3

1.845m 1.845m

1/

8.1m

56.7m3 Balancing Tank

5m 1.40m 1/

8.1m

15.9m

Central Excavations

E325

Battered Sides

E325

3

1.40m 1.40m 5m 1.40m 1.40m

9.8m3


Project

Course & Year

Civil Eng. (Hons.)

Proposed Keadue WWTP 2014

Year 5

Department of Civil, Construction & Mineral Engineering Scheme Design No.

Dimensions

Company

Calculation Sheet No.

AIT Group 1 Scheme Design

1

Drawing Ref:

Produced By:

Checked By:

Date

1 – Site Layout

Maurice Healy

Mirivano Carrig

17/04/2014

Total

Description

of

25

Reference

General Excavations 1/

22.29m

29.06m3

o Max Depth N.E. 0.25m

8.69m 0.150m

1/

10.655m

 Topsoil E411

Wastewater Treatment System

E411

Balancing Tank

E411

12.57m3

7.8m 0.150m

Excavation Ancillieries 1/

22.29m

29.06m3

 Disposal of excavated material o Topsoil

8.69m

E531

0.150m o Material other than topsoil, rock or artificial 1/

8.1m

56.7m3

hard material. Excess Excavation due to Balancing Tank

1.4m

E532

E532

5m 1/

4.8m

14.4m3 Excess Excavation due to Primary

1.5m 2m 1/

5m

E532

settlement tank 37.5m3 Excess Excavation due to aeration tank

5m

E532

1.5m 1/

4.8m 1.5m 2m

14.4m3 Excess Excavation due to secondary settlement tank

E532


Project

Course & Year

Civil Eng. (Hons.)

Proposed Keadue WWTP 2014

Year 5

Department of Civil, Construction & Mineral Engineering Scheme Design No.

Dimensions

Company

Calculation Sheet No.

AIT Group 1 Scheme Design

1

Drawing Ref:

Produced By:

Checked By:

Date

1 – Site Layout

Maurice Healy

Mirivano Carrig

17/04/2014

Total

Description

of

25

Reference

Filling 1/

224.9m3

224.9m3

 To Structures o Non-selected excavated material other than

E613

topsoil or rock 1/

15.57m3

15.57m3

 General o Excavated top soil

E631


Project

Course & Year

Civil Eng. (Hons.)

Proposed Keadue WWTP 2014

Year 5

Department of Civil, Construction & Mineral Engineering

Company

Scheme Design No.

Dimensions

Calculation Sheet No.

AIT Group 1 Scheme Design

1

Drawing Ref:

Produced By:

Checked By:

Date

1 – Site Layout

Maurice Healy

Mirivano Carrig

17/04/2014

Total

Description

of

25

Reference

Class F - In Situ Concrete 1/

16.45m3

0.150m 1/

Placing of Concrete - Reinforced

109.7m2

109.7m

2

0.200m

 Blinding o Thickness N.E. 150mm

22.09m

F611

3

 Bases o Thickness N.E. 150 – 300 mm 1/

 Walls

12.4m

o Thickness N.E. 150mm

0.3m 2.2m 1/

F622

F641

8.184m3

Primary Settlement Tank

F641

7.788m3

Secondary Settlement Tank

F641

12.41m3

Aeration Tank

F641

18m3

Balancing Tank

F641

11.8m 0.3m 2.2m

1/

18.8m 0.3m 2.2m

1/

25m 0.3m 2.4m


Project

Course & Year

Civil Eng. (Hons.)

Proposed Keadue WWTP 2014

Year 5

Department of Civil, Construction & Mineral Engineering Scheme Design No.

1/

Dimensions

Company

Calculation Sheet No.

AIT Group 1 Scheme Design

1

Drawing Ref:

Produced By:

Checked By:

Date

1 – Site Layout

Maurice Healy

Mirivano Carrig

17/04/2014

Total

Description

of

25

Reference

Class G – Concrete Ancillaries

21.87m2 21.87m2 13.5m2

Formwork – Fair Finish

17.9m2

 Plane Vertical

17.9m

2

10.25m

o Width N.E. 0.2-0.4m 2

G243 G243

Balancing Tank

10.25m2 10.25m2 10.25m2 10.25m2 10.25m2 1/

154.5m2

11.52 m2 11.52 m2 4.8m2 4.8m2 8.4m2 8.4m

G243

2

Primary Settlement Tank

3.52m2 3.52m2 1/

56.48m2

12m2 12m2 12m2 12m2 9.68m2 9.68m

G243

2

Aeration Tank

9.68m2 9.68m2 1/

11.52 m2 11.52 m2

86.72m2


Project

Course & Year

Civil Eng. (Hons.)

Proposed Keadue WWTP 2014

Year 5

Department of Civil, Construction & Mineral Engineering Scheme Design No.

Dimensions

Company

Calculation Sheet No.

AIT Group 1 Scheme Design

1

Drawing Ref:

Produced By:

Checked By:

Date

1 – Site Layout

Maurice Healy

Mirivano Carrig

17/04/2014

Total

Description

of

25

Reference

4.8m2 4.8m2 8.4m2

G243

8.4m2 3.52m

Secondary Settlement Tank 2

3.52m2

56.48m2

Reinforcement 1/

0.305t

0.305t

0.043t

Walls

0.115t

Bases

0.043t

G524

o Nominal Size: 12mm

0.179t

1/

 Deformed High Yield Steel Bars to BS 4449

0.38t

G525 1/

4.8t

4.8t

0.567t

Walls

0.132t

Bases

0.363t 1/

o Nominal Size: 16mm

0.132t

1.194t


Project

Course & Year

Civil Eng. (Hons.)

Proposed Keadue WWTP 2014

Year 5

Department of Civil, Construction & Mineral Engineering Scheme Design No.

Dimensions

Company

Calculation Sheet No.

AIT Group 1 Scheme Design

1

Drawing Ref:

Produced By:

Checked By:

Date

1 – Site Layout

Maurice Healy

Mirivano Carrig

17/04/2014

Total

Description

of

25

Reference

Class I - Pipework - Pipes Iron Pipes 1/

25.4m

25.4m

 Nominal Bore N.E. 200mm o In Trenches, Depth N.E. 1.5m

I312

Polyvinyl chloride pipes 1/

120.8m

120.8m

 Nominal Bore N.E. 200mm o In Trenches, Depth N.E. 1.5m

I512


Project

Course & Year

Civil Eng. (Hons.)

Proposed Keadue WWTP 2014

Year 5

Department of Civil, Construction & Mineral Engineering Scheme Design No.

Dimensions

Company

Calculation Sheet No.

AIT Group 1 Scheme Design

1

Drawing Ref:

Produced By:

Checked By:

Date

1 – Site Layout

Maurice Healy

Mirivano Carrig

17/04/2014

Total

Description

of

25

Reference

Class J – Pipework – Fittings & Valves Iron or Steel Pipe fittings  Bends 1/

4

4

o Nominal bore N.E. 200mm

J311

 Junctions 1/

2

2

o Nominal bore N.E. 200mm

J321

 Double Collars 1/

15

15

o Nominal bore N.E. 200mm

J341

Valves & Penstocks  Gate Valves – Power Operated 1/

1

1

o Nominal bore N.E. 200mm

J821

 Non Return Valves 1/

6

6

o Nominal bore N.E. 200mm

J831

 Butterfly Valves – Power Operated 1/

4

4

o Nominal bore N.E. 200mm

J851

 Air Valves 1/

4

4

o Nominal bore N.E. 200mm

J861

 Pressure Reducing Valves 1/

4

4

o Nominal bore N.E. 200mm

J871


Project

Course & Year

Civil Eng. (Hons.)

Proposed Keadue WWTP 2014

Year 5

Department of Civil, Construction & Mineral Engineering Scheme Design No.

Dimensions

Company

Calculation Sheet No.

AIT Group 1 Scheme Design

1

Drawing Ref:

Produced By:

Checked By:

Date

1 – Site Layout

Maurice Healy

Mirivano Carrig

17/04/2014

Total

Description

of

25

Reference

Class K – Pipework – Manholes & Pipework Ancilleries Manholes  PCC o Depth N.E. 2m 1/

1

1

K152


Project

Course & Year

Civil Eng. (Hons.)

Proposed Keadue WWTP 2014

Year 5

Department of Civil, Construction & Mineral Engineering Scheme Design No.

Dimensions

Company

Calculation Sheet No.

AIT Group 1 Scheme Design

1

Drawing Ref:

Produced By:

Checked By:

Date

1 – Site Layout

Maurice Healy

Mirivano Carrig

17/04/2014

Total

Description

of

25

Reference

Class L – Pipework – supports & Protection, Ancillaries to Laying & Excavation 1/

109.5m

109.5m

Beds  Selected Granular Material

L321

o Nominal Bore N.E 200mm

1/

109.5m

109.5m

Surrounds  Selected Granular Material o Nominal Bore N.E 200mm

L521


Project

Course & Year

Civil Eng. (Hons.)

Proposed Keadue WWTP 2014

Year 5

Department of Civil, Construction & Mineral Engineering

Company

Scheme Design No.

Dimensions

Calculation Sheet No.

AIT Group 1 Scheme Design

1

Drawing Ref:

Produced By:

Checked By:

Date

1 – Site Layout

Maurice Healy

Mirivano Carrig

17/04/2014

Total

Description

of

25

Reference

Class R – Roads & Pavings

Kerbs, Channels & Edgings 1/

133m

 PCC Kerbs

133m

R611

o Straight

Light Duty Pavements 1/

680m

2

368m

2

680m

2

368m

2

R711

 Granular Base o Depth N.E. 30mm

1/

 Tarmacadem o Depth N.E. 30mm

R731


Project

Course & Year

Civil Eng. (Hons.)

Proposed Keadue WWTP 2014

Year 5

Department of Civil, Construction & Mineral Engineering

Company

Scheme Design No.

Dimensions

Calculation Sheet No.

AIT Group 1 Scheme Design

1

Drawing Ref:

Produced By:

Checked By:

Date

1 – Site Layout

Maurice Healy

Mirivano Carrig

17/04/2014

Total

Description

of

25

Reference

Class U – Brickwork, Blockwork & Masonary Common Brickwork 1/

25m 3.3m

82.5m

2

Thickness N.E. 250-500mm o

Vertical Straight Wall

U131


Project

Course & Year

Civil Eng. (Hons.)

Proposed Keadue WWTP 2014

Year 5

Department of Civil, Construction & Mineral Engineering Scheme Design No.

Dimensions

Company

Calculation Sheet No.

AIT Group 1 Scheme Design

1

Drawing Ref:

Produced By:

Checked By:

Date

1 – Site Layout

Maurice Healy

Mirivano Carrig

17/04/2014

Total

Description

of

25

Reference

Class W – Waterproofing 1/

Roofing

9.5m2

9.5m2 2

o

9.525m

9.525m2

Waterproof sheeting

38.05m2

Angle N.E. 30 degress to horizontal

W331


Project

Course & Year

Civil Eng. (Hons.)

Proposed Keadue WWTP 2014

Year 5

Department of Civil, Construction & Mineral Engineering Scheme Design No.

Dimensions

Company

Calculation Sheet No.

AIT Group 1 Scheme Design

1

Drawing Ref:

Produced By:

Checked By:

Date

1 – Site Layout

Maurice Healy

Mirivano Carrig

17/04/2014

Total

Description

of

25

Reference

Class X – Miscellaneous Work

1/

48.56m

48.56m

1/

34.3m

34.3m

Total

Fences

X172

X175

Metal Guard Rails o

Height N.E. 1-1.25m

o

Height N.E. 2-2.5m

82.86m Gates & Stiles

1/

5

5

Chain link fencing o

25m rolls

1/

Item

1 Item

Float Switch

1/

Item

1 Item

Ultrasonic Sensor

1/

Item

1 Item

Connection

4/

Item

1 Item

Sockets

4/

Item

1 Item

Lights

1/

Item

1 Item

Cables

1/

Item

1 Item

Heating

X244


Project

Course & Year

Civil Eng. (Hons.)

Proposed Keadue WWTP 2014

Year 5

Department of Civil, Construction & Mineral Engineering Scheme Design No.

Dimensions

Company

Calculation Sheet No.

AIT Group 1 Scheme Design

1

Drawing Ref:

Produced By:

Checked By:

Date

1 – Site Layout

Maurice Healy

Mirivano Carrig

17/04/2014

Total

Description

1/

Item

1 Item

Conduits

1/

Item

1 Item

Scada

1/

Item

1 Item

Pipe plug

of

25

Reference


Project

Course & Year

Civil Eng. (Hons.)

Proposed Keadue WWTP 2014

Year 5

Department of Civil, Construction & Mineral Engineering

Company

Scheme Design No.

Dimensions

Calculation Sheet No.

AIT Group 1 Scheme Design

1

Drawing Ref:

Produced By:

Checked By:

Date

1 – Site Layout

Maurice Healy

Mirivano Carrig

17/04/2014

Total

Description

of

25

Reference

Class Z – Simple Building Works Carpentry /1

16

16

Z118

Structural o

Trussed Rafters

Insulation /1

82.5m

2

82.5m

2

Z213

Sheets o

Walls

Windows, Doors & Glazing /1

1

1

Timber o

/1

2

2

Z313

Doors

Plastics o

Windows

Z331


Class A - General Items Performance Bond for 10% of tender total inclusive of Vat = 1 Item Insurance of the Works = I Item Office = 1 Item Toilet facilities = 1 Item Storage Depot = 1 Item Concrete Curing Lab Equipment = 1 Item Slump Test = 1 Item GPS = 1 Item Measuring Tape = 2 Items Signage = 10 Items Cones = 20 Items

Class D – Demolition & Site Clearance General Clearance = 0.0724 Buildings = 22.5m3 Other Structures = 311.9m3 Pipelines = 89.95m

Class E – Earthworks Eartworks = 782.1m3

Class F - In Situ Concrete Insitu Concrete = 84.9m3

Class G – Concrete Ancillaries Formwork = 354.2m2 Reinforcement = 6.679t

Class I - Pipework - Pipes Iron pipes = 25.4m Polyvinyl chloride pipes=120.8m

Class J – Pipework – Fittings & Valves Bends = 4 Junctions =2


Double Collars = 15 Gate Valves – Power Operated = 1 Non Return Valves = 6 Butterfly Valves – Power Operated = 4 Air Valves = 4 Pressure Reducing Valves = 4

Class K – Pipework – Manholes & Pipework Ancilleries Manholes = 2

Class L – Pipework – supports & Protection, Ancillaries to Laying & Excavation Beds = 109.5m

Surrounds = 109.5m

Class R – Roads & Pavings

Kerbs = 133m

Granular Base = 680m2 Tarmacadem = 368m2

Class U – Brickwork, Blockwork & Masonary Common Brickwork = 82.5m2

Class W – Waterproofing Roofing = 38.05m2


Class X – Miscellaneous Work Fences = 82.86m Chain link fencing = 5 Float Switch = 1 Ultrasonic Sensor = 1 Connection = 1 Sockets = 1 Lights = 1 Cables = 1 Heating = 1 Conduits = 1 Scada = 1 Pipe plug = 1

Class Z – Simple Building Works Trussed Rafters = 16 Walls = 82.5m2 Doors = 1 Windows = 2


Bill of Quantities