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Regatta Rehabilitation Works

D O C K Y A R D C R E E K C O S P I C U A

R e g a t t a Q u a y R e h a b i l i t a t i o n W o r k s

Bill of Quantities & Daywork Schedule

Regatta Rehabilitation Works

D O C K Y A R D C R E E K C O S P I C U A

R e g a t t a Q u a y R e h a b i l i t a t i o n W o r k s

PREAMBLES to Bill of Quantities

TABLE OF CONTENTS

o Method of Measurement

o Descriptions

o Composite Items

o Units and Symbols

o Abbreviations

o Definitions

o Dayworks

o Preliminaries

General Landscaping and Services Works Dockyard Creek Cospicua, East Side Method of Measurement

Method of Measurement 2 of 4

Method of Measurement

Remeasurement shall be carried out in accordance with the 'Standard Method of Measurement of Building Works - SMM7, Seventh Edition Revised 1998, incorporating Amendments 1 + 2', Drawings and Specifications.

All rates are to include the coverage of items stated in the Schedule of Rates and in accordance with the 'Standard Method of Measurement of Building Works - SMM7, Seventh Edition Revised 1998, incorporating Amendments 1 + 2', Drawings and Specifications.

All quantities are to be measured net to the nearest whole unit. Work shall be measured net as fixed in position except where otherwise stated in a measurement rule to the work.

Quantities measured in tonnes shall be given to two decimal places. Other quantities shall be given to the nearest whole unit except than any quantity less than one unit shall be given as one unit.

Measured Items are deemed to be ‘supply and fix’ unless otherwise stated. Dimensions used in calculating quantities shall be taken to the nearest 10 mm (I.e. 5mm and over shall be regarded as 10 mm and less than 5mm shall be disregarded)

The units and classifications as stated in the bills of quantities shall prevail over the standard method of measurement unless specifically agreed otherwise.

Descriptions

Dimensions stated in descriptions are generally in the sequence length, width, height. Where ambiguity could arise, the dimensions shall be identified.

Headings and sub-headings in the bills of quantities shall be read as part of the descriptions of the items to which the headings apply.

The use of a hyphen includes the range of dimension between and the two dimensions stated.

Unless otherwise specifically stated as excluded in a Schedule of Rates or herein, the following shall be deemed to be included with all items:

a) Labour and all costs in connection therewith. b) Materials, goods and all costs in connection therewith. c) Assembling, fitting and fixing of materials and goods in position. d) Plant and all costs in connection therewith. e) Waste of materials. f) Square cutting g) Establishment charges, overhead charges and profit.



Composite Items

Work to be manufactured off site may be combined with another to be fixed on site into one item even though the rules require the items to be measured separately. Items shall be deemed to include breaking down for transport and installation and subsequent re-assembly etc. Units and Symbols The following units, symbols and abbreviations are used in this method of measurement and bills of quantities:

m metre m2 square metre m3 cubic metre mm millimetre nr number kg kilogramme t metric tonne h hour LS Lump Sum PS Provisional Sum > Exceeding < less than % Percentage - Hyphen € Euro

Abbreviations

min. Minimum n.e. not exceeding MEPA Malta Environment & Planning Authority BOQ Schedule of Rates Approx. Approximate or Approximately

Definitions

Any references in the Bills to Specifications and/or Drawings are for convenience only and in pricing the Bills the Contractor is to take into account all relevant requirements of the Specifications and Drawings. The terms "include", "is included', "including" and similar, are used to indicate that the materials or items in question shall not be measured as separate items, but their costs are to be included in the rate of the item in which they occur.



The word "extra" or "extra over" used in the Bills means the additional cost of the work in question over and above the cost already measured. Dayworks

Where the work cannot be properly valued by means of measurement, contemporary records are kept by the contractor and duly signed and approved by the Supervisor’s representative for payment purposes. The use of dayworks for payment purpose is at the discretion of the Employer or his representative. All daywork rates for labour shall include and take into account supervision, insurance, overheads, and equipment (other than mechanically operated equipment), profit, etc. All day work rates for mechanical equipment shall include and take into account operators and attendants, fuel and power, lubricating oils, maintenance, sharpening of tools, replacement of spare parts, consumables, costs of licences, insurance, etc. All Daywork hourly rated items are to be measured for the duration of use for the purposes of the project and will exclude travel time to arrive at the site by staff equipment, idle time & rest time. Contractor is to give sufficient evidence to the Supervisor of the activities to be undertaken for approval prior to commencement. Preliminaries The pricing of the Preliminaries section shall include for all the obligations, liabilities and services required by the Contract, as well as all other sundries which have not been included in other sections of the Schedule of Rates. Zero rates in the Preliminaries section shall mean that relative costs are already included within other rates of the Schedule of Rates.

Dockyard Creek Cospicua, Regatta Quay Rehabilitation Works Bill of Quantities

Item Description Quantity Unit Rate Amount

Regatta - Quay Rehabilitation works

A Preliminaries / General conditions

A40 Contractor's general cost items

A4001

Allow for all the obligations, liabilities and

services described in the Contract Documents

other than those listed below 1 Item

A4002

Allow for all necessary insurances as required by

the contract and as requested by the general

legislation to indemnify the employer and his

representatives, including Contractor's all Risks

insurance 1 Item

A4003

Supply of temporary lighting in order to enable

works to be carried out at night (if required)

during the contract period; as directed 1 Item

A4004Supply of metal hoarding required to segregate

the site area during the carrying out of the Works,

as directed or as shown on drawings 1 Item

A4005Provision of all Plant and tools required to carry

out of the Works 1 Item

A4006

Site Access: as directed by the supervisor. The

Contractor is strongly advised to visit the site and

acquaint himself with all constraints on access

which may occur. 1 Item

A4007

Noise and pollution control: Contractor is to make

provisions against noise, dust contamination and

any form of pollution and comply with the

provisions of Legal Notice 337 of 2001, Waste

Management (Permit and Control) Regulations

and Legal Notice 106 of 2007, Waste

Management (Activity Registration) Regulations.

In particular waste material generated shall, if not

reused, be deposited at facilities approved by

MEPA. 1 Item

A4008

Work adjacent to services: comply with service

authorities and statutory undertakers

recommendations 1 Item

A4009

Development Permit: The contractor shall comply

with all conditions of the planning Authority's

permit ref. PA 2002/09 1 Item

Amount Carried Forward to Summary Page €

1



A4010

Security: Take adequate precautions to

safeguard the site, the works and materials from

theft 1 Item

A4011

Heath and Safety: Comply with General Health

and Safety Provision requirements and

Occupational Health and Safety Authority Act

2000 and any subsequent legislation 1 Item

A4012

Surveys: Carry out all surveys required for setting

out of the works and agreeing measurement;

including providing and erecting permanent

setting-out marks of the quantity and quality or as

required by the Supervisor 1 Item

A4013 Provision and management of Staff, including

certified divers necessary to carry out the works 1 Item

A4014

Cleaning: Continuously keep the site and

immediate surroundings clean and in a

workmanlike condition free from debris, surplus

materials and other type of loose matter which

could disturb the proper conditions of any roads

or adjoining buildings and structures 1 Item

A4015

Permits and license fees: Allow for applying for

and obtaining any permits and licenses

necessary to carry out the works, except where

such items will be at the Employer's cost 1 Item

A4016

Provision of Quality Assurance & quality control,

testing and certification to the supervisor's

approval 1 Item

A4017

Allow for the provision of under water recording

report (video and photos) for all works carried

out; as specified or as requested by the

supervisor 1 Item


2



Refer to CTP drawings ref. 9894-100 & 101

C Demolition/Alteration/Renovation

C20 Alterations - Spot Items

Removing fittings and fixtures

Items and materials arising from alterations

and spot Items are the property of the

Employer, unless otherwise stated.

Handle with care, transport and store in a

designated area (area to be approved by the

Supervisor)

C2001 Careful removal of existing Cannon Bollard 1 nr

Removing finishings

Items and materials arising from alterations

and spot Items are the property of the

Employer, unless otherwise stated.

Handle with care, transport and store in a

designated area (area to be approved by the

Supervisor)

Careful removal existing hardstone blocks,

C2002 above sea level 5 nr

C2003 below sea level 5 nr

Cutting to reduce thickness

Trimming to form steps using high pressure

water jetting or mechanical breaking; work

below mean sea level

C2004 as per drawing 9894-100 section 1-1 1 item


3



D Ground Work

D20 Excavating and filling

Excavating

Excavating below ground water level

Remove silt and sediment next to Quay, by

airlift to inspect integrity of foundation

D2001

as per Regatta Quay Elevation, drawing 9894-

100 1 Item

In existing concrete slab, rock or hard paving,

including any necessary trimming

D2002 For Slipway ramp (work in proximity of Quay) 52 m3

To reduce levels

In existing concrete slab, rock or hard paving,

including any necessary trimming

D2003 For Slipway ramp (work in proximity of Quay) 50 m3

Disposal

Excavated material

D2004

Off-site; including any type of excavated or

broken out material (rate includes dumping

and tipping charges) 102 m3


4



E In situ concrete/Large precast concrete

E05 In situ concrete construction generally

Grade C25/30 if using SRPC

Beds

Thickness exceeding 150 mm, below sea water

level

E0501

Unreinforced concrete filling to quay; as per

drg 9894 - 101 52 m3

Grade C28/35 if using CEM III

Thickness exceeding 150 mm, below sea water

level

E0502 Unreinforced concrete filling to quay wall 3 m3

Sand/Cement

grout filled polypropylene bag work facing

E0503 as per drawing 9894 - 100 section 1-1 5 m3

Extra over concrete elements (unless included

in main item)

For additives

E0504

Anti-wash out admixture as per specifications 55 m3

E0505 Fibre reinforcement additives as per

specifications 52 m3


5



E20 Formwork for in situ concrete

Sides of upstands

Plain vertical (ground beams, kerbs etc.)

below sea water level

E2001 Height 250 - 500 mm; Side of Quay 14 m


6



E42 Accessories cast into in situ concrete

Inserts

to existing concrete surfaces, below sea

water level

Inclined drilling of 500mm deep hole in

existing concrete, insert 20mm steel anchor

bars, and grout with non-shrink grout (Fosroc

Conbex 250 or approved equivalent)

E4201 as per drg 9894-100 section 1-1 4 nr


7



X Sundry / Miscellaneous Items

Works in Foundation PF0.08

X001

Underpinning of wall, including dewatering

and cleaning area from existing debris. Filling

in opening with Grade C25 concrete and

SPRC additive or approved equivalent,

including lip formwork to one side,

approximately measuring 1.40m x 1.40m and

making good 1.00 Item

Works in Foundation PF0.09

X002

Excavation including carting away and

dumping surplus material, filling with grade

C25 mass concrete (approx. 6m3) and SPRC

additive or approved equivalent including cast-

in 2 x 150mm upvc sleeves, 1000mm long

approx. 1.00 Item


8



Z Daywork ScheduleTo be read in conjunction with Preambles to the

Bill of Quantities

Labour

Z001 Unskilled labourer 10.00 HR

Z002 Semi-skilled labourer 10.00 HR

Z003 Skilled labourer 10.00 HR

Plant

Plant rates are inclusive of fuel, travelling time

, maintenance and operator

Z004 Tipper truck up to 20 c.m. 5.00 HR

Z005 Ready mix truck 5.00 HR

Z006 Mini excavator 5.00 HR

Z007

Hydraulic wheeled excavator - JCB or similar

5.00 HR

Z008 Excavator - 25 ton 5.00 HR

Z009 Mobile crane - 18 ton 5.00 HR

Z010 Bobcat 5.00 HR

Z011 Air compressor 5.00 HR

Z012 Small hand held tools 5.00 HR

Z013 Water Bowser 1.00 Trip

Material

Z014 Type 1 fill material 5.00 m3

Z015 Washed aggregate 20mm 5.00 m3

Z016 C10 concrete 5.00 m3





Z021 Reinforcement bars up to 12mm diameter 100.00 kg

Z022 Reinforcement bars over 12mm diameter 100.00 kg

Z023 150mm hollow concrete blocks 50.00 Nr

Z024 180mm hollow concrete blocks 50.00 Nr

Z025 230mm single type hollow concrete blocks 50.00 Nr

Z026 230mm double type hollow concrete blocks 50.00 Nr

uPVC pipes

Z027 50mm diameter 6.00 m




the price of any other material shall be

accepted on presentation of fiscal invoice

Note: All Rates include overheads and profits

and exclude VAT


9


Item Section Sub-amount Amount

Regatta - Quay Rehabilitation

works

Summary

A Preliminaries / General conditions

Page Nr 1

Page Nr 2

C Existing site / buildings / services

Page Nr 3

D Ground Work

Page Nr 4

E

In Situ concrete / Large precast

concrete

Page Nr 5

Page Nr 6

Page Nr 7

X Sundry / Miscellaneous Items

Page Nr 8

Z Dayworks

Page Nr 9

Total (Excluding VAT) €

Add 18 % VAT €

Total (Including VAT) €

10