BOQ-17-May-2012

Alshaya Property Development Co. W.L.L.

BURJ ALSHAYA FOUR SEASONS HOTEL AL SOOR STREET, KUWAIT

DESIGN DEVELOPMENT (Core & Shell) BP 3 Structural Works Issued for Tender

DOCUMENT IV BILLS OF QUANTITIES 17th May2012

BURJ AL SHAYA BP3 - STRUCTURAL WORKS KUWAIT

BILLS OF QUANTITIES LIST OF CONTENTS

PAGE NO.

GENERAL NOTES

GN1 - GN/3

TENDER'S DECLARATION

TD1

PREAMBLES

P1 - P9

BILL NO. 01: GENERAL REQUIREMENTS

1/1/1 - 1/1/5

BILL NO. 02: PODIUM

2/2/1 - 2/Summ/1

BILL NO. 03 : OFFICE TOW ER

3/2/1 - 3/Summ/1

BILL NO. 04 : HOTEL TOW ER

4/2/1 - 4/Summ/1

BILL NO. 05 : PROVISIONAL SUMS

5/PS/1 - 5/PS/4

TENDER ADJUSTMENT SCHEDULE

TAS/1 - TAS/4

MAIN SUMMARY

MS/1

ANALYSIS OF PRICES

AP/1

DAYW ORK SCHEDULE

DW /1 - DW -8

KEO/07-2345-0011/BP3-Structural KEO/07-2345-0011/BP3-Structural Works Burj Alshaya

IND/1

Index


BILLS OF QUANTITIES LIST OF CONTENTS

PAGE NO.

GENERAL NOTES

GN1 - GN/3

TENDER'S DECLARATION

TD1

PREAMBLES

P1 - P9


1/1/1 - 1/1/5

BILL NO. 02: PODIUM

2/2/1 - 2/Summ/1

BILL NO. 03 : OFFICE TOW ER

3/2/1 - 3/Summ/1

BILL NO. 04 : HOTEL TOW ER

4/2/1 - 4/Summ/1


5/PS/1 - 5/PS/4

TENDER ADJUSTMENT SCHEDULE

TAS/1 - TAS/4

MAIN SUMMARY

MS/1

ANALYSIS OF PRICES

AP/1

DAYW ORK SCHEDULE

DW /1 - DW -8


IND/1

Index


GENERAL NOTES

Total of Bills of Quantities The Tenderer should note that the total of all the items in the Bills of Quantities including amounts in respect of Provisional Sums must be equal to the total shown in the Form of Tender against such Bills of Quantities. Quantities The Drawings, Specifications and all other Contract Documents are complementary and if any item is included in any one of them, it shall be considered as if it is included in all of them. Notice is drawn to the f act that the quantities provided in the Bills of Quantities are approximate and the Tenderer should check the same against the information provided in the Drawings, Specifications and other Tender Documents including checking the Site conditions. Should the Tenderer feel that adjustments of any quantities or the addition of any further items are necessary, he shall itemise all such differences or missing items in the Tenderer's Adjustment Schedule immediately immediately prior to the Summary of the Bills of Quantities giving full details of revised quantities, descriptions, rates and extensions. If the Bills of Q uantities do not contain items of work that are shown or required in any of the other Contract Documents, and the Employer wishes wishes to omit or vary such works from the Scope of Work in accordance with the Conditions of Contract, then such Works shall be valued and the Lump Sum adjusted accordingly.


GN/1

General Notes


Units of Measurement Measurement The units of measurement adopted in the Bills of Quantities shall prevail throughout the Contract notwithstanding notwithstanding any trade, local or general custom and shall be used in the adjustment of all measured variations variations or further measurement or remeasurement. remeasurement. All works shall be be measured net as fixed and finished in accordance with the Drawings Drawings and no allowance allowance made for waste. The Units of measurement used herein are : Volume

- Cubic Metre

: m3

Area

- Square Metre

: m2

Length

- Linear Metre

:m

Number Weight

: no - Kilogrammes/Tonnes

: kg/T

Lump sum

: item

Lump sum

: LS

Group

: group

Set

: set

Provisional Provisional Sum

: ps

Pair

: pair

In item descriptions, dimensions dimensions involving involving metres are given in metres metres (Abbreviated m) parts of a metre are given given in centimetres (Abbreviated (Abbreviated cm) or millimetres millimetres (Abbreviated (Abbreviated mm). In certain descriptions dimensions dimensions may be given in British Units viz. inches (Abbreviated (Abbreviated in or ".) Descriptions General directions and descriptions of work and materials given in the Specification are not necessarily repeated repeated in these Bills Bills of Quantities. Reference shall be made made to the Specifications for this information.

Where items in the Bills contain the phrase "as specified", the Contractor shall refer to the Specifications and the Drawings for the full description and the Contractor shall include in his rates for complying with this clause clause whether the phrase phrase "as specified" appears appears in the text or not. Where the word "allow" occurs the cost of the item shall be at the risk of the Contractor.


GN/2

General Notes


Rates The rates to be inserted in the Bills of Quantities are for those works referred to in the Tender Documents and shall cover the execution, completion and defects maintenance of the Works, finished complete in every respect and shown and described in the Tender Documents. These rates shall be the full inclusive value of the work described under the several items including all costs and expenses which may be required in and for the construction of the work described. The costs and expenses of all the general risks, liabilities and obligations, set forth or implied in the conditions of contract shall be deemed to be included in the rates for the work in Divisions 2 to 31 or alternatively may be priced in Division 1. Division 1 of the Bills of Quantities provides the tenderer the opportunity for pricing Division 1 General Requirements of the Specification and also for pricing Documents I and II, Tendering Procedures and Conditions of Contract if required. Where any of these items are not priced it shall be deemed that all costs associated with this section of the tender documents are deemed included in the rates for the work. The Contractor shall be deemed to have fully considered all the conditions, obligations and requirements of the Tender Documents before entering the respective rates against the items included in the Bills of Quantities. Rates should be entered against all priceable items included in the Bills of Quantities, whether quantities are stated or not. Lump sums covering more than one item shall not be given. Items against which no rate is entered will be considered as covered by the other rates in the Bills. Builder's work in connection with specialist sub-contractors is deemed to be included in the rates for those sub-contract works unless specifically mentioned within the Bills. The Contractor must obtain particulars of the position in which chases, holes, mortises, etc., will be required to avoid any unnecessary cutting away. No claims will be considered for the extra cost of cutting away work already built in consequence of any neglect on the part of the Contractor to obtain sufficient particulars beforehand.

KEO/07-2345-0011/BP3-Structural Works Burj Alshaya

GN/3

General Notes


BILLS OF QUANTITIES

TENDERER'S DECLARATION

I/We declare that I/we have taken into consideration when pricing the individual unit rates and Tender Sum that : The Rates in the Bills of Quantities will be deemed to include for the full cost of t he Works as described in all documents to provide and maintain a complete construction and installation. I/We declare therefore that all the aforesaid has been considered as declared and that I/we shall not make any claim of any nature whatsoever on account of the aforesaid. The total lump sum contract price shall be deemed to include for the full costs and expenses of whatever nature necessary for any work shown anywhere in the Tender Documents, although such work may not be specifically mentioned in the Bills of Quantities.

THE TENDERER

LOCAL PARTNER OR AGENT

Name : Signature : Capacity : Address :


TD/1

Tenderer's Declaration


PREAMBLES TO THE BILLS OF QUANTITIES

GENERALLY A

The Bills of Quantities herein, including all notes and instructions, form an integral part of the Contract Documents. However, the descriptions contained in the Bills of Quantities for each item are not necessarily complete.

B

The rates for each item must be comprehensive and must include for complying with the Specifications, and all obligations under the Contract including all matters and things necessary for the proper design, construction, completion and maintenance of the Works. No claims for additional payment will be allowed for any error or misunderstanding by the Contractor of the work involved.

C

The rates for each item must allow for all costs and expenses in complying with all general risks, liabilities and obligations set forth in the Drawings, Specifications and Conditions of Contract, including but not limited to t he following : i)

Labour, supervision and all associated costs.

ii)

Materials, goods, consumables and all associated costs.

iii)

Fitting and fixing materials and goods in position

iv)

Provision of plant, equipment and tools

v)

Restriction of working areas and procedures

vi)

Temporary works

vii)

Establishment, administration and overhead charges and profit

viii)

All applicable taxes, duties, charges, government levies, landing charges, transport and the like.

D

The prices and rates entered by the Contractor against items in the Bills of Quantities shall apply throughout the duration of the Contract until the issuance of the Taking Over Certificate to the execution of these items in any location and, except where otherwise provided for, to any additional work ordered by the Engineer and/or the Employer.

E

A price or rate is to be entered against each item in the Bills of Quantities and any item left unpriced will be deemed to be included for elsewhere in the Bills of Quantities and hence the rate for that item will be taken as Nil.

KEO/07-2345-0011/BP3-Structural W orks Burj Alshaya

P/1

Preambles


A

The description of each item (which description shall imply references to any heading, subheading, preamble or other clause of item which shall apply) shall be held to include all materials, workmanship, taxes, duties, charges, Government levies, landing charges, transport, profit, overheads and all other incidental costs to complete the W orks.

B

The Contractor shall not use these Bills of Quantities as a construction programme or for the purposes of ordering materials or arranging sub-contracts. The references for these activities shall be the Drawings, Specifications and Addenda issued by the Engineer.

C

These preambles are to be read in conjunction with the item descriptions in the Bills of Quantities.

D

„As described‟ means as described in the Specifications. ABBREVIATIONS

E

In the Specification and Bills of Quantities the following abbreviations have the meanings hereby assigned to them :B.S.

means the specification issued by the British Standards Institution.

C.P.

means the Code of Practice issued by the B.S.I.

AASHTO

means the specification issued by the American Association of the State Highway and Transportation Officials

ASTM

means the specification issued by the American Society for Testing and Materials.

PD

means British Standard Provisional Document

DD

means British Standard Draft for Development

Approved/ Approval

means approved by or approval of the Engineer in writing

Submitted/ Submit

means submitted to or submit to the Engineer in writing

Accepted/ Acceptance

means accepted by or acceptance of the Engineer in writing


P/2

Preambles


Inspected/ Inspection

means inspected by or inspection of the Engineer

Directed

means directed by the Engineer in writing

Authorised/ Authority

means authorised by or authority of the Engineer in writing

Required

means required by the Engineer in writing

Rejected

means rejected by the Engineer in writing

In writing

above shall also mean verbally later confirmed in writing

O.O.E.A.A.

means or other equal and approved


P/3

Preambles


PREAMBLES A

Rates for various items throughout the Bills of Quantities shall include, unless otherwise stated or measured, for cutting of every description and the consequent waste, for work in girths, widths or heights of less than 300 mm and for all short lengths.

B

Rates for all work shall include for protection and provision of samples.

C

All measurements are net and the rates shall include for all laps, waste, working space and trade or traditional allowances.

D

The pricing of materials shall take account of the following :

E

i)

Pricing Preambles and Specifications shall apply reciprocally between sections of the works unless otherwise described

ii)

Materials shall be of the quality specified unless otherwise directed by the Engineer.

iii)

All materials shall be transported, handled, stored and fixed in accordance with the printed instructions or recommendations of their manufacturers or suppliers.

iv)

Protection of completed work, all casings, temporary coverings, making good, cleaning, polishing and clearing away upon completion.

The Contractor should ascertain, before the work is put in hand, the particulars of positions in which chases, holes, mortices and the like will be required to be formed or left. No claim for the extra cost of cutting away work already built due to the Contractor‟s failure to ascertain these particulars will be admitted.


P/4

Preambles


PRICING A

The prices shall be comprehensive and must include for complying in all respects with the Instructions to Tenderers, Conditions of Contract, Specifications and Drawings and for all matters and things necessary for the proper construction, completion and maintenance of the whole of the Works. No claims for additional payment will be allowed for any error or misunderstanding by the Contractor of the W ork involved.

B

Lump sums shall not be given where unit rates are applicable.

C

Where the word “allow” is used, the cost of the item shall be the responsibility of the Contractor.

D

The amounts set against any item of overhead shall include for all costs in connection with letters of credit, bank charges, interest charges and insurance after the materials, come under the control of the Contractor.

E

The rates inserted will be used to determine the amount of the Contractor‟s Interim Payments.

F

The Tenderer shall submit the analysis of the “Tender Sum” with a full and detailed rate breakdown of all the BOQ items including spare parts items, together with their tender submission. The breakdown is to show the actual calculations of the General Items, Labour, Plant and Materials, Cost for the Works, the build-up of measured rates with on-costs and overheads and any other allowances used to arrive at the Tender Price. In addition the Tenderer/Contractor will be required to provide the Engineer within 48 hours with a full and detailed breakdown/ any other information if requested.

G

The rates inserted in the Schedule of Dayworks if any, shall be deemed to be the rates used by the Contractor in making up rates for works items in all parts of the Bills of Quantities.

VARIATIONS H

The rates inserted in the Bills of Quantities with the application of the adjustment item will be used to value any variation to the Works, whether omissions or additions. The Contractor shall not be entitled to payment for profit and overheads on the value of any Work s omitted.

SHOP DRAWINGS J

The rates in the appropriate section shall include for design of the elements as specified in the Contract and for providing working drawings, shop drawings, schedules, specifications, calculation, etc., and for obtaining the Engineer‟s approval.


P/5

Preambles


ADJUSTMENT A

The adjustment item shown on the Summary page, if any, shall apply to all Bills (excluding Provisional Sums) unless clearly indicated otherwise. In the event that a Contract is awarded on the basis of this tender, the Adjustment Item, calculated as a percentage of the total tendered sum or the total for the Bills indicated, shall be applied to all rates and items as entered in the Bills of Quantities (including any addenda) and the Contract shall be signed based on the inclusion of the adjusted rates and items. During this Contract, the adjusted rates and items shall be applied during any remeasured works and in the evaluation of Variation Orders. NOMINATED SUB-CONTRACTORS General Attendance on Nominated Sub-Contractors Rates for Assistance by the Contractor in respect of work by Nominated Sub-Contractor or Government or Public Authority shall include, but not be limited to: i) ii) iii) iv) v) vi) vii) viii) ix) x) xi)

xii) xiii) xiv)

xv)

Use of Contractor's administrative arrangements. Use of constructional plant. Use of Contractor's facilities, including messrooms, sanitary accommodation and welfare facilities. Use of temporary works. Space for Sub Contractor's or Authority's offices and stores. Clearing away rubbish. Scaffolding, including the provision, maintenance and removal of any special scaffolding required. Unloading, distributing and placing in position all plant, machinery etc. Provision of electric power for sub-contractor's on-site work, and for lighting, including any 3 - phase or heavy supplies which may be required. Provision of water for the works, including requirements for testing and commissioning Unloading all plant and materials, placing in suitable storage areas, hoisting or lowering to respective floor levels and distributing plant and materials to positions convenient to the nominated sub-contractor for executing his work. General co-ordination and integration of all sub-contract works into the general programme. Entering into an agreement with the nominated sub-contractor based on the conditions laid down in the form of contract. Ascertaining full details of any work to be executed by other trades in connection with the sub-contract works and arranging for such work to be executed at the proper time. Allowing use of all temporary means of access already fixed or placed in position on the site for men and materials.


P/6

Preambles


Special Attendance on Nominated Sub-Contractors Any services required by a nominated sub-contractor beyond those referred to in the proceeding paragraph have been described in detail under "Special Attendance" f ollowing the Facilities for Direct Works The Contractor shall afford the following facilities free of charge to other contractors appointed i) ii) iii) iv) v)

Allowing use of scaffolding and all temporary means of access already fixed or placed in position on the site for men and materials. Use of messrooms, sanitary accommodation and welfare facilities. Providing water for the Works. Providing power and lighting for the Works. Protecting after installation.

vi)

Clearing away rubbish.

Fixing of Goods or Materials Supplied by Specified Suppliers Rates for fixing goods and materials supplied by the Specified Merchant or Tradesman shall include, but not limited to: i) ii)

Unloading, storing, distributing and hoisting. Arranging for delivery or payment of carriage, where particulars are given.

Builder's work in connection with Mechanical, Electrical, Plumbing, Drainage, External The expression “Builder‟s Works” shall mean the ancillary work carried out by the Contractor in connection with the MEP installations, examples of which are given below. The drilling, cutting or leaving of holes or apertures through structural floors, walls, beams, etc. shall be avoided, but where this becomes a necessity, the Contractor must obtain the written approval of the Engineer before work is put in hand. The Contractor shall allow for all builders‟ work in connection with the installations as included in the following list which it should be noted, is not intended to be exhaustive and can be extended at the discretion of the Engineer. i)

Drilling, cutting or leaving of holes for pipes, ducts and the like though walls, floors, partitions, roofs, etc. and subsequently making good/waterproofing where necessary.

ii)

Cutting and pinning ends of supports for pipes, equipment, appliances, fittings and the like to walls, floors, partitions, soffits, etc. and making good. (e.g.. Fixing of MEP items to the structures where weights of the equipment/Pipes are detrimental to the structural elements )


P/7

Preambles


iii)

Cutting or leaving mortises, sinkings, etc. for holding down bolts, brackets, supports and the like and grouting in.

iv)

Cutting chases for pipes, conduits and the like in walls, floors, partitions, etc. and subsequent making good.

v)

Cutting and filling around, boring holes through and making good of finishings up to pipes, ducts, fans supports, brackets and t he like.

vi)

The construction of concrete, block and/or timber ducts.

vii)

The formation of ducts within concrete slabs.

viii)

The formation of concrete bases, plinths, etc. for plant and equipment including floating floors, isolation pads, inertia bases for chillers and the like.

ix)

The building of timber frames for A/C grilles and ducts penetrations.

x)

The waterproofing of penetrations for all external ductwork and pipework to the Engineer‟s approval.

xi)

Making good finishes after second fix installation.

xii)

Secondary steel framing necessary for support of plant, pipework, lifts, ductwork and the like. ( e.g.: Steel supports required for fixings of equipment, pipes etc. on steel roofs )

xiii)

Concrete encasement to drainage pipes and fittings below slab on grade.

xiv)

The lifting of all plant and equipment into its place, including the lifting of chillers, air handling units, water tanks and window cleaning equipment and the like onto the roof(s) or relevant level (s) from ground floor levels close to the building.

xv)

Surveyor‟s assistance for setting out of positions for fixing of pipe sleeves and cut-outs on floor slabs as required by MEP Subcontractor.

MEP Subcontractor‟s responsibilities in connection with Builders work for Mechanical, Preparation of accurate shop drawings for all builders work requirement including coordination with structural beams and walls.


P/8

Preambles


Note: The drilling, cutting or leaving of holes or apertures through structural floors, walls, beams, etc., shall be avoided, but where this becomes a necessity, the Contractor must obtain the written approval of the Engineer before work is put in ha Positioning and fixing of sleeves, frames, mark locations for openings required on slabs and wall partitions. For the avoidance of doubt, the sleeves shall be supplied by the MEP Subcontractor. Mark accurate opening sizes on ceilings for recessed light fittings, A/C grilles, access panels or other devices. Protective painting for pipe work supports and brackets Filling of services penetration gaps between pipe sleeves, pipes, cables, ducts, etc. with specified/approved materials.

Note: Services penetration through fire rated walls, floors shall be filled with fire stop material as approved by the local authorities / Engineer. Excavation and backfilling of external pipes or cables service duct trenches. The building of meter pits, sumps, manholes, handles, access chambers and the like. Sealing of incoming cable ducts to and from buildings subject to the Engineers approval. Supply and installation of galvanized steel frames and chequered plates for cable trenches / services trenches, manhole covers as detailed in specification/drawings or B.O.Q


P/9

Preambles


ITEM

DESCRIPTION

AMOUNT

BILL NO. 1 - GENERAL REQUIREMENT DIVISION 1 - GENERAL REQUIREMENTS

The pricing of this division should be in respect of the whole contract works. The Contractor is referred to the requirements of Document III - Technical Specifications (Vol. 1) - together with all other documents that jointly form the Contract Documents for the Works under this Contract. Each item is to be priced individually and the Tenderer shall not enter "included" or enter any lump sums grouping more than one or all items.

CARRIED TO COLLECTION


KD

1/1/1

Bill No. 1 - General Requirements Div. 1 - General Requirements


DESCRIPTION

ITEM

QTY.

UNIT

RATE

AMOUNT

DIVISION 1 - GENERAL REQUIREMENTS

Allow for the works as referred in Document III Specification Division 1, including the following : Quantified items included below are subject to remeasurement SECTION A

011000

Summary

item

B

012100

Contingency Allowances

item

C

012200

Unit rates

item

D

012600

Contract Modification Procedures

item

E

012900

Payment Procedures

item

F

013100

Project Management And Coordination item

G

013200

Construction Progress Documentation

item

H

013233

Photographic Documentation

item

J

013300

Submittal Procedures

item

K

013529

Health, Safety & Emergency Response Procedures

item

L

014000

Quality Requirements

item

M

014200

References

item

N

015000

Temporary Facilities And Controls

item

P

017300

Execution

item



KD

1/1/2



DESCRIPTION

ITEM

QTY.

UNIT

RATE

AMOUNT


A

017700

Closeout Procedures

item

B

017839

Project Record Documents

item

C

Allow for the works and obligations referred to in Document I - Tendering Procedures

item

Allow for the works and obligations referred to in Document II - Conditions of Contract

item

D



KD

1/1/3



ITEM

DESCRIPTION

QTY.

UNIT

RATE

AMOUNT


Allow for additional items according to the requirements of Document II - General and Particular Conditions of Contract, to be priced as follows: A

B

C

D

E

F

Sub-Clause Performance Security 4.2

item

Sub-Clause Advance Payment Guarantee 14.2

item

Sub-Clause Insurance for Works and Contractor's 18.2 Equipment

item

Sub-Clause Insurance against Injury to Persons and 18.3 Damage to Property

item

Sub-Clause Insurance for Contractor's Personnel 18.4

item

Sub-Clause Professional Indemnity Insuarance 18.5

item



KD

1/1/4



DESCRIPTION

AMOUNT


COLLECTION Total of Page

1/1/1

Total of Page 1/1/2 Total of Page

1/1/3

Total of Page 1/1/4

CARRIED TO BILL SUMMARY


KD

1/1/5



ITEM

DESCRIPTION

QTY.

UNIT

RATE

AMOUNT

BILL NO. 02: PODIUM DIVISION 02 - EXISTING CONDITIONS

The Contractor is referred to the Specifications and Drawings for all details related to this section of the Works and he is to include for complying with all the requirements contained therein, whether or not they are specifically mentioned within the item descriptions 02 3000.13 : SUBSURFACE INVESTIGATION

Site Investigation A

Allow for site investigation and for locating and diverting existing utilities interfering with the Works, sealing existing utilities required to be maintained and removing redundant utilities/ services, including excavation of trial pits

CARRIED TO SUMMARY


1

item

KD

2/2/1

Bill no. 2 - Podium Division 2 - Existing Conditions


ITEM

DESCRIPTION

QTY.

UNIT

RATE

AMOUNT

BILL NO. 02: PODIUM DIVISION 03 - CONCRETE

The Contractor is referred to the Specifications and Drawings for all details related to this section of the Works and he is to include for complying with all the requirements contained therein, whether or not they are specifically mentioned within the item descriptions 03 3000 : CAST-IN-PLACE CONCRETE SUBSTRUCTURE

Plain concrete 17MPa (Cylindrical) using Ordinary Portland Cement ASTM C150 (Type I) including formwork and additives A

75mm Blinding

169

m3

527

m3

3,347

m3

Mass concrete fill 17MPa (Cylindrical) using Ordinary Portland Cement ASTM C150 (Type I) including formwork and additives

B

Below raft slab Reinforced concrete 45MPa (Cylindrical) using OPC & PFA & micro silica cement including formwork, water stops, expansion and construction joints, joint filler and additives

C

Raft foundation including pits and trenches

D

300mm Retaining wall

140

m3

E


172

m3

F

Columns, attached to retaining walls

138

m3



KD

2/3/1

Bill no. 2 - Podium Division 3 - Concrete


ITEM

DESCRIPTION

QTY.

UNIT

RATE

AMOUNT

DIVISION 03 - CONCRETE

Reinforced concrete 28MPa (Cylindrical) using Ordinary Portland Cement ASTM C150 (Type I) including, formwork, expansion and construction joints, joint filler and additives A

150mm Suspended slab

25

m3

B

200mm Ditto

21

m3

C

300mm Ditto

2

m3

D

Beams

523

m3

E

700mm Deep rib slab, 125mm thick top slab, 900mm centre to centre rib 575mm deep, 350mm top width and bottom width 250mm.

1,657

m2


1,304

m2

75

m3

F

G

700mm deep Thickening to rib slabs

H

Stairs

J

Upstand

K

Equipment bases

12

m3

1

m3

99

m3

220

m3

3

m3

Reinforced concrete 45MPa (Cylindrical) using Ordinary Portland Cement ASTM C150 (Type I) including formwork, expansion and construction joints, joint filler and additives L

Columns

M

200mm Walls



KD

2/3/2



ITEM

DESCRIPTION

QTY.

UNIT

736,340

kg

53,040

kg

5,760

kg

RATE

AMOUNT


Reinforcement A

Raft @ 220kg/m3

B

Retaining wall @ 170kg/m3

C

Suspended slabs @ 120kg/m3

D

Rib slabs - 700 deep/900 c/c @ 51kg/m2

84,507

kg

E

Rib slabs - 700 deep/1800 c/c @ 28.755kg/m2

37,497

kg

F

Thickening to Rib slabs @ 150kg/m3

11,250

kg

G

Beams @ 180kg/m3

94,140

kg

H

Stairs @ 100kg/m3

1,200

kg

J

Columns @ 240kg/m3

85,920

kg

K

Walls @ 160kg/m3

480

kg

L

Upstands @ 100kg/m3

100

kg

M

Equipment bases @ 70kg/m3

6,930

kg

Finishes N

P

Q

Extra Over Fair face finish, to beams and slabs

m2

Rate only

Extra Over Fair face finish, to rib slabs (measured on plan)

m2

Rate only

Extra Over Fair face finish, to columns and walls

m2

Rate only



KD

2/3/3



ITEM

DESCRIPTION

QTY.

UNIT

RATE

AMOUNT


Sundries A

To equipment bases

Item

B

Expansion joint between retaining wall and adjacent existing building including filler and metal flashings

Item

SUPERSTRUCTURE

Reinforced concrete 28MPa (Cylindrical) using Ordinary Portland Cement ASTM C150 (Type I) including, formwork, expansion and construction joints, joint filler and additives C


10

m3

D

200mm Ditto

10

m3

E


712

m2


845

m2

74

m3

F

G


H

190mm thick slab to metal deck

J

Beams

499

m3

K

Stairs

34

m3

L

Upstands

3,428

1



m2

m3

KD

2/3/4



ITEM

DESCRIPTION

QTY.

UNIT

RATE

AMOUNT


Reinforced concrete 45MPa (Cylindrical) using Ordinary Portland Cement ASTM C150 (Type I) including, formwork, expansion and construction joints, joint filler and additives

A

Columns

344

m3

74

m3

Reinforced concrete 45MPa (Cylindrical) using Ordinary Portland Cement ASTM C150 (Type I) including additives B

Concrete fill to Hollow steel columns Reinforcement

C


2,400

kg

D


36,312

kg

E


24,298

kg

F


11,100

kg

G

Beams @ 180kg/m3

89,820

kg

H

Stairs @ 100kg/m3

3,400

kg

J

Columns @ 240kg/m3

82,560

kg

K

Upstands @ 100kg/m3

100

kg

L

Metal deck mesh reinforcement

3,428

m2



KD

2/3/5



ITEM

DESCRIPTION

QTY.

UNIT

RATE

AMOUNT


Finishes A

B

C


m2

Rate only


m2

Rate only


m2

Rate only

03 4100 : PRECAST STRUCTURAL CONCRETE

Precast concrete units including reinforcement, hardware, anchors, mortar fixings, fair face finish and painting to exposed units D

3800 x 1000 x 300mm Access hatch

14

nr

9

m3

03 5200 : LIGHTWEIGHT CONCRETE

Lightweight concrete, 700kg/m3 density, including control joints filled with joint filler E

Filling to make up level

F

Steps

G

150-200mm, to basement roof

1

m3

168

m2

2,261

m2

168

m2

03 5419 : SAND CEMENT SCREED

H

J

50mm Thick, to protect horizontal waterproofing Ditto, to basement roof



KD

2/3/6



ITEM

DESCRIPTION

AMOUNT


COLLECTION Total of page No. 2/3/1 Total of page No. 2/3/2 Total of page No. 2/3/3 Total of page No. 2/3/4 Total of page No. 2/3/5 Total of page No. 2/3/6

CARRIED TO SUMMARY


KD

2/3/7



ITEM

DESCRIPTION

QTY.

UNIT

454,000

kg

74,000

kg

RATE

AMOUNT

BILL NO. 02: PODIUM DIVISION 05 - METALS

The Contractor is referred to the Specifications and Drawings for all details related to this section of the Works and he is to include for complying with all the requirements contained therein, whether or not they are specifically mentioned within the item descriptions 05 1200 : STRUCTURAL STEEL

Grade 50, Structural steelwork and framing including all bolts, nuts, washers, plates, base plates, stiffening plates, gussets plates, holding down bolts, angle sections, cleats, stiffener rods, bracing and the like including cutting, welding, threading, fixing complete, fire-proofing and priming / f inishing paint as required, and anchor bolts to concrete surfaces A

To Podium

B

To Podium (Grade 36)

C

Grand Stair

1

item

D

1875mm high Stair at 2nd Floor

1

item

E

Connections

1

item

3,428

m2

05 3100 : STEEL DECKING

Galvanized and shop primed steel metal deck including Z purlins, raised pattern ribs, interlocking side laps, fire-proofing, painting and accessories (concrete topping measured separately) F

To Podium

CARRIED TO SUMMARY


KD

2/5/1

Bill no. 2 - Podium Division 5 - Metals


ITEM

DESCRIPTION

QTY.

UNIT

RATE

AMOUNT

BILL NO. 02: PODIUM DIVISION 07 - THERMAL AND MOISTURE PROTECTION

The Contractor is referred to the Specifications and Drawings for all details related to this section of the Works and he is to include for complying with all the requirements contained therein, whether or not they are specifically mentioned within the item descriptions 07 1354 : THERMOPLASTIC SHEET WATERPROOFING

Thermoplastic waterproofing system including 2mm thick PVC sheeting, waterstops, injection hose and resin, welding and fixing

A

To raft foundation, horizontal, laid to slopes

2,261

m2

B

To raft foundation and retaining walls, vertically

1,257

m2

168

m2

C

To basement roof, Horizontally Geotextile slip layer

D


2,261

m2

E


1,257

m2

168

m2

F

To basement roof, Horizontally Polythene sheet

G




2,261

m2

KD

2/7/1

Bill no. 2 - Podium Division 7 - Thermal and Moisture Protection


ITEM

DESCRIPTION

QTY.

UNIT

RATE

AMOUNT

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

A

B


402

m2

To basement roof, Horizontally

168

m2

402

m2

855

m2

Protection board C

To raft foundation and retaining walls, vertically Geotextile protection layer

D

To raft foundation and retaining walls, vertically Shotcrete / Plaster applied to face of secant piles including welded wire fabric, reinforcing steel, reinforcement anchors and accessories

E

Shotcrete

402

m2

F

Plaster

402

m2

Rate Only

07811 : SPRAYED FIRE RESISTIVE

G

To structural steel members indicated on the drawings or as required by the authorities, 2 hr fire rated



item

KD

2/7/2



ITEM

DESCRIPTION

AMOUNT

DIVISION 07 - THERMAL AND MOISTURE

COLLECTION Total of page No. 2/7/1 Total of page No. 2/7/2

CARRIED TO SUMMARY


KD

2/7/3



ITEM

DESCRIPTION

QTY.

UNIT

4,289

m3

RATE

AMOUNT

BILL NO. 02: PODIUM DIVISION 31 - EARTHWORK

The Contractor is referred to the Specifications and Drawings for all details related to this section of the works and he is to include for complying with all the requirements contained therein, whether or not they are specifically mentioned within the item descriptions 31 2016 : EARTHWORK

Earthwork including excavation in all materials, backfilling, compaction, eartwork support system and removal of surplus excavated materials from site A

Excavation, to final excavation level Design, supply and install Localised Earthwork support system

B

Localised Earthwork support system including adjustment and maintenance until no longer required

item

31 2319 : DEWATERING

C

D

Allow for operation and maintenance of Dewatering System

15

Allow for demobilizing Dewatering System

month item

31 3116 : TERMITE CONTROL

E

Termite control treatment (area measured on plan)

CARRIED TO SUMMARY


2,165

m2

KD

2/31/1

Bill no. 2 - Podium Division 31 - Earthwork


ITEM

REFERENCE

DESCRIPTION

PAGE NO.

AMOUNT

BILL NO. 02: PODIUM SUMMARY

DIVISION 2

EXISTING CONDITIONS

2/2/1

DIVISION 3

CONCRETE

2/3/7

DIVISION 05

METALS

2/5/1

DIVISION 7

THERMAL & MOISTURE PROTECTION

2/7/3

DIVISION 31

EARTHWORK

2/31/1

CARRIED TO MAIN SUMMARY


KD

2/Summ/1

Bill no. 2 - Podium Bill Summary


ITEM

DESCRIPTION

QTY.

UNIT

RATE

AMOUNT

BILL NO. 03 : OFFICE TOWER DIVISION 02 - EXISTING CONDITIONS






1

item

KD

3/2/1

Bill No. 3 - Office Tower Division 2 - Existing Conditions


ITEM

DESCRIPTION

QTY.

UNIT

RATE

AMOUNT

BILL NO. 03 : OFFICE TOWER DIVISION 03 - CONCRETE



75mm Blinding

220

m3

3,129

m3

Reinforced concrete 45MPa (Cylindrical) using OPC & PFA & micro silica cement including formwork, water stops, expansion and construction joints, joint f iller and additives B


C


179

m3

D


181

m3

E


4

m3

F

200mm Slab-on-grade, to raft

63



m3

KD

3/3/1

Bill No. 3 - Office Tower Division 3 - Concrete


ITEM

DESCRIPTION

QTY.

UNIT

RATE

AMOUNT


Reinforced concrete 60MPa (Cylindrical) (Cylindrical) using OPC & PFA & micro silica cement including formwork, water stops, expansion and construction joints, joint f iller and additives A

Columns, attached to retaining retaining walls

300

m3

Reinforced concrete 45MPa (Cylindrical) (Cylindrical) using Ordinary Portland Cement ASTM C150 (Type I) including formwork, expansion and construction joints, joint f iller and additives B

150mm Su Suspended sl slab

33

m3

C

200mm Ditto

36

m3

D

220mm Ditto

62

m3

E

300mm Ditto

6

m3

F

350mm Ditto

72

m3

G

700m 700mm m Dee Deep p rib rib slab slab,, 125 125mm mm thic thick k top top sla slab, b, 900mm centre to centre rib 575mm deep, 350mm top width and bottom width 250mm.

H

700m 700mm m dee deep p Thi Thick cken enin ing g to to rib rib slab slabs s

J

Beams

K

Stairs



1,440

m2

55

m3

135

m3

32

m3

KD

3/3/2



ITEM

DESCRIPTION

QTY.

UNIT

RATE

AMOUNT


Reinforced concrete 60MPa (Cylindrical) (Cylindrical) using Ordinary Portland Cement ASTM C150 (Type I) including formwork, expansion and construction joints, joint f iller and additives A

Columns

79

m3

B

800mm Core W alls

438

m3

C

400mm Ditto

210

m3

D

200mm W alls

2

m3

E

250mm W alls

7

m3

F

Spandrel beams

79

m3

G

Upstands

1

m3

H

Corbe rbels suppo upport rtiing stai stairs rs

1

m3

Reinforcement 563,220

kg


61,880

kg

L


27,170

kg

M


73,440

kg

N


8,250

kg

P

Beams @ 150kg/m3

20,250

kg kg

J

Raft @ 180kg/m3

K



KD

3/3/3



ITEM

DESCRIPTION

QTY.

UNIT

RATE

AMOUNT


A

Stairs @ 100kg/m3

3,200

kg

B

Columns @ 250kg/m3

94,750

kg

C

Core W alls @ 120kg/m3

77,760

kg

D

Spandrel beams @ 150kg/m3

11,850

kg

E

Corbels @ 120kg/m3

120

kg

F

W alls @ 160kg/m3

1,440

kg

G

Upstands @ 100kg/m3

100

kg

H

Slab on grade mesh reinforcement

315

m2

Finishes J

K

L

Extr Extra a Ove Overr Fai Fairr face face fini finish sh,, to beam beams s and and slabs

m2

Rate only

Extra Extra Ov Over er Fair Fair face face fin finis ish, h, to rib rib slab slabs s (measured on plan)

m2

Rate only

Extra Extra Ov Over er Fair Fair face face fin finis ish, h, to colu column mns s and and walls

m2

Rate only

Sundries M

Expa Expans nsio ion n join jointt betw betwee een n reta retain inin ing g wall wall and and adjacent existing building including filler and metal flashings



Item

KD

3/3/4



ITEM

DESCRIPTION

QTY.

UNIT

RATE

AMOUNT

DIVISION 03 - CONCRETE SUPERSTRUCTURE

Reinforced concrete 45MPa (Cylindrical) (Cylindrical) using Ordinary Portland Cement ASTM C150 (Type I) including, formwork, expansion and construction joints, joint f iller and additives A

125mm Suspended Suspended slab

B

35

m3

150mm Ditto

913

m3

C

180mm Ditto

4

m3

D

200mm Ditto

302

m3

E

220mm Ditto

2,249

m3

F

250mm Ditto

359

m3

G

300mm Ditto

24

m3

H

700m 700mm m Dee Deep p rib rib slab slab,, 125 125mm mm thic thick k top top sla slab, b, 900mm centre to centre rib 575mm deep, 350mm top width and bottom width 250mm.

J

3,224

m2

700m 700mm m Dee Deep p rib rib slab slab,, 125m 125mm m thic thick k top top sla slab, b, 1800mm centre to centre rib 575mm deep, 300mm top width and bottom width 200mm.

33,301

m2

K

700m 700mm m dee deep p Thi Thick cken enin ing g to to rib rib slab slabs s

1,950

m3

L

Be Beams

4,111

m3

M

Stairs

N

Parapet

19

m3

P

W at ater tank upstand

20

m3

34



m3

KD

3/3/5



ITEM

DESCRIPTION

QTY.

UNIT

RATE

AMOUNT


Reinforced concrete 60MPa (Cylindrical) using Ordinary Portland Cement ASTM C150 (Type I) including, formwork, expansion and construction joints, joint f iller and additives A

Columns

B

3,366

m3

Circular columns

90

m3

C

Inclined columns

80

m3

D

400mm Core wall

5,201

m3

E

600mm, Ditto

2,788

m3

F

800mm, Ditto

4,728

m3

G

200mm Walls

122

m3

H

250mm Walls

88

m3

J

300mm Walls

14

m3

K

Spandrel beams

1,478

m3

L

Corbels supporting stairs

11

m3

Reinforcement M


505,180

kg

N


164,424

kg

P


957,571

kg

Q


292,500

kg

R

Beams @ 150kg/m3

616,650

kg



KD

3/3/6



ITEM

DESCRIPTION

QTY.

UNIT

RATE

AMOUNT


A

Stairs @ 100kg/m3

3,400

kg

B

Columns @ 250kg/m3

884,000

kg

C

Core Walls @ 120kg/m3

1,526,040

kg

D


221,700

kg

E

Corbels @ 120kg/m3

1,320

kg

F

Walls @ 160kg/m3

35,840

kg

G

Upstands @ 100kg/m3

3,900

kg

Finishes H

J

K


m2

Rate only


m2

Rate only


m2

Rate only


SUBSTRUCTURE Precast concrete stairs 6210 x 1600mm wide L

1500mm high

4

no

M

2180mm high

2

no



KD

3/3/7



ITEM

DESCRIPTION

QTY.

UNIT

RATE

AMOUNT


SUPERSTRUCTURE Precast concrete stairs 6210 x 1600mm wide A

1250mm high

8

no

B

1440mm high

2

no

C

1520mm high

4

no

D

1680mm high

4

no

E

1710mm high

2

no

F

2000mm high

2

no

G

2100mm high

68

no

H

2250mm high

2

no

Precast concrete stairs 6675 x 1550mm wide J

900mm high

2

no

K

1440mm high

2

no

L

1710mm high

2

no

M

2100mm high

74

no

N

2250mm high

2

no

P

3150mm high

2

no



KD

3/3/8



ITEM

DESCRIPTION

QTY.

UNIT

RATE

AMOUNT


Precast concrete stairs 7165 x 1550mm wide A

900mm high

2

no

B

1710mm high

2

no

C

2100mm high

36

no

D

2250mm high

2

no

E

3150mm high

2

no

Precast concrete stairs 7500 x 1550mm wide F

1250mm high

8

no

G

1440mm high

2

no

H

2000mm high

2

no

J

2100mm high

38

no

Precast concrete stairs 7850 x 1550mm wide K

1250mm high

8

no

L

1520mm high

4

no

M

1680mm high

4

no

N

2000mm high

2

no

Precast concrete access panels & covers P

2900 x 950 x 150mm thick

6

no

Q

1400 x 700mm pit cover

2

no



KD

3/3/9



ITEM

DESCRIPTION

QTY.

UNIT

RATE

AMOUNT

DIVISION 03 - CONCRETE 03 5200 : LIGHTWEIGHT CONCRETE

Lightweight concrete, 700kg/m3 density, including control joints filled with joint filler A


1

m3

B

Steps

1

m3

C

Ramp

1

m3

D


168

m2

2,076

m2

168

m2


E

F




KD

3/3/10



ITEM

DESCRIPTION

AMOUNT


COLLECTION Total of page No. 3/3/1 Total of page No. 3/3/2 Total of page No. 3/3/3 Total of page No. 3/3/4 Total of page No. 3/3/5 Total of page No. 3/3/6 Total of page No. 3/3/7 Total of page No. 3/3/8 Total of page No. 3/3/9 Total of page No. 3/3/10



KD

3/3/11



ITEM

DESCRIPTION

QTY.

UNIT

RATE

AMOUNT

BILL NO. 03 : OFFICE TOWER DIVISION 07 - THERMAL AND MOISTURE PROTECTION

The Contractor is referred to the Specifications and Drawings for all details related to this section of the Works and he is to include for complying with all the requirements contained therein, whether or not they are specifically mentioned within the item descriptions

07 1354 : THERMOPLASTIC SHEET WATERPROOFING


A


2,076

m2

B


1,802

m2

168

m2

C


D


2,076

m2

E


1,802

m2

168

m2

F




KD

3/7/1

Bill No. 3 - Office Tower Division 7 - Thermal and Moisture Protection


ITEM

DESCRIPTION

QTY.

UNIT

RATE

AMOUNT


Polythene sheet A


B


2,076

m2

168

m2

1,802

m2

60

no

Geotextile protection layer C

To raft foundation and retaining walls, vertically Pile head treatment including 25mm thick micro concrete grouting and High performance fluid resin encapsulation,

D

1500mm Diameter Shotcrete / Plaster applied to face of secant piles including welded wire fabric, reinforcing steel, reinforcement anchors and accessories

E

Shotcrete

F

Plaster



80

m2

1,265

m2

KD

3/7/2



ITEM

DESCRIPTION

AMOUNT



CARRIED TO SUMMARY


KD

3/7/3



ITEM

DESCRIPTION

QTY.

UNIT

4,351

m3

607

m3

RATE

AMOUNT

BILL NO. 03 : OFFICE TOWER DIVISION 31 - EARTHWORK

The Contractor is referred to the Specifications and Drawings for all details related to this section of the works and he is to include for complying with all the requirements contained therein, whether or not they are specifically mentioned within the item descriptions

31 2016 : EARTHWORK


Excavation, to final excavation level Backfilling including compaction

B

Sand fill, to slab on grade Design, supply and install Localised Earthwork support system

C


item


D

E


15


month item


F




1,785

m2

KD

3/31/1

Bill No. 3 - Office Tower Division 31 - Earthwork


ITEM

REFERENCE

DESCRIPTION

PAGE NO.

AMOUNT

BILL NO. 03 : OFFICE TOWER SUMMARY

DIVISION 2

EXISTING CONDITIONS

DIVISION 3

CONCRETE

DIVISION 7


DIVISION 31

EARTHWORK

3/3/11

3/7/3 3/31/1



3/2/1

KD

3/Summ/1

Bill No. 3 - Office Tower Bill Summary


ITEM

DESCRIPTION

QTY.

UNIT

RATE

AMOUNT

BILL NO. 04 : HOTEL TOWER DIVISION 02 - EXISTING CONDITIONS






1

item

KD

4/2/1

Bill No. 4 - Hotel Tower Division 2 - Existing Conditions


ITEM

DESCRIPTION

QTY.

UNIT

RATE

AMOUNT

BILL NO. 04 : HOTEL TOWER DIVISION 03 - CONCRETE



75mm Blinding

220

m3

6,656

m3

Reinforced concrete 45MPa (Cylindrical) using OPC & PFA & micro silica cement including formwork, water stops, expansion and construction joints, joint filler and additives

B


C


226

m3

D


283

m3

160

m3

Reinforced concrete 60MPa (Cylindrical) using OPC & PFA & micro silica cement including formwork, water stops, expansion and construction joints, joint filler and additives E

Columns, attached to retaining walls



KD

4/3/1

Bill No. 4 - Hotel Tower Division 3 - Concrete


ITEM

DESCRIPTION

QTY.

UNIT

RATE

AMOUNT


Reinforced concrete 45MPa (Cylindrical) using Ordinary Portland Cement ASTM C150 (Type I) including formwork, expansion and construction joints, joint filler and additives A


16

m3

B

200mm, Ditto

28

m3

C

250mm, Ditto

108

m3

D

300mm, Ditto

86

m3

E

350mm, Ditto

200

m3

F

Beams

G


H


J

Stairs

K

Equipment bases

m3

2,139

m2

75

m3

10 14



305

m3 m3

KD

4/3/2



ITEM

DESCRIPTION

QTY.

UNIT

RATE

AMOUNT


Reinforced concrete 60MPa (Cylindrical) using Ordinary Portland Cement ASTM C150 (Type I) including formwork, expansion and construction joints, joint filler and additives A

Columns

167

m3

B

400mm Core Walls

253

m3

C

300mm Ditto

48

m3

D

300mm Water tank walls

301

m3

E

Spandrel beams

30

m3

F

Upstands

2

m3

G

Corbels supporting stairs

1

m3

Reinforcement 1,198,080

kg


86,530

kg

K


56,940

kg

L


109,089

kg

M


11,250

kg

N

Beams @ 150kg/m3

45,750

kg

P

Stairs @ 100kg/m3

1,000

kg

Q

Columns @ 250kg/m3

81,750

kg

R


36,120

kg

H

Raft @ 180kg/m3

J



KD

4/3/3



ITEM

DESCRIPTION

QTY.

UNIT

RATE

AMOUNT


A


4,500

kg

B

Corbels @ 120kg/m3

120

kg

C

Walls @ 160kg/m3

48,160

kg

D

Upstands @ 100kg/m3

200

kg

E


980

kg

Finishes F

G

H


m2

Rate only


m2

Rate only


m2

Rate only

Sundries J

To equipment bases

Item

K

Expansion joint between retaining wall and adjacent existing building including filler and metal flashings

Item

SUPERSTRUCTURE


L


242

m3

M

200mm Ditto

372

m3



KD

4/3/4



ITEM

DESCRIPTION

QTY.

UNIT

RATE

AMOUNT


A

250mm Ditto

244

m3

B

300mm Ditto

25

m3

C

400mm Ditto

40

m3

D


E

9,151

m2

20,867

m2


F


260

m3

G


115

m3

H

Beams

3,754

m3

J

Stairs

K

Equipment bases

L

Upstands

19

m3

47

m3

4

m3


M

Columns

N

300mm Core wall

P

400mm, Ditto

1,747



m3

862

m3

2,507

m3

KD

4/3/5



ITEM

DESCRIPTION

QTY.

UNIT

RATE

AMOUNT


A

300mm Walls

107

m3

B

Spandrel beams

324

m3

4

m3

Corbels supporting stairs Reinforcement C


119,990

kg

D


466,701

kg

E


574,678

kg

F


56,250

kg

G

Beams @ 150kg/m3

563,100

kg

H

Stairs @ 100kg/m3

1,900

kg

J

Columns @ 250kg/m3

436,750

kg

K


404,280

kg

L


48,600

kg

M

Corbels @ 120kg/m3

600

kg

N

Walls @ 160kg/m3

17,120

kg

P

Upstands @ 100kg/m3

400

kg

Q


3,290

kg



KD

4/3/6



ITEM

DESCRIPTION

QTY.

UNIT

RATE

AMOUNT


Finishes A

B

C


m2

Rate only


m2

Rate only


m2

Rate only

Styropore fill D

Styropore fill, to make up levels

33

m3

E

Styropore fill, to equipment bases

72

m3


SUBSTRUCTURE Precast concrete stairs 6300 x 1575mm wide

F

1260mm high

8

no

G

1280mm high

8

no

SUPERSTRUCTURE Precast concrete stairs 6300 x 1575mm wide

H

1250mm high

16

no

J

1410mm high

2

no

K

1500mm high

16

no



KD

4/3/7



ITEM

DESCRIPTION

QTY.

UNIT

RATE

AMOUNT


A

1530mm high

8

no

B

1690mm high

4

no

C

1900mm high

40

no

D

2000mm high

8

no

E

2060mm high

4

no

F

2100mm high

16

no

G

2140mm high

4

no

Precast concrete access panels & covers H

4000 x 900 x 150mm thick

4

no

J


1

no

K


3

no

03 5200 : LIGHTWEIGHT CONCRETE

Lightweight concrete, 700kg/m3 density, including control joints filled with joint filler L


M

Lightweight concrete steps

N


54

m3

7

m3

168

m2

2,922

m2

168

m2


P

Q




KD

4/3/8



ITEM

DESCRIPTION

AMOUNT


COLLECTION Total of page No. 4/3/1 Total of page No. 4/3/2 Total of page No. 4/3/3 Total of page No. 4/3/4 Total of page No. 4/3/5 Total of page No. 4/3/6 Total of page No. 4/3/7 Total of page No. 4/3/8



KD

4/3/9



ITEM

DESCRIPTION

QTY.

UNIT

RATE

AMOUNT

BILL NO. 04 : HOTEL TOWER DIVISION 07 - THERMAL AND MOISTURE PROTECTION

The Contractor is referred to the Specifications and Drawings for all details related to this section of the Works and he is to include for complying with all the requirements contained therein, whether or not they are specifically mentioned within the item descriptions 07 1354 : THERMOPLASTIC SHEET WATERPROOFING


A


2,922

m2

B


1,943

m2

168

m2

C


D


2,922

m2

E


1,943

m2

168

m2

F




KD

4/7/1

Bill No. 4 - Hotel Tower Division 7 - Thermal and Moisture Protection


ITEM

DESCRIPTION

QTY.

UNIT

RATE

AMOUNT


Polythene sheet A


2,922

m2

B


1,292

m2

168

m2

1,292

m2

651

m2

C

To basement roof, Horizontally Protection board

D

To raft foundation and retaining walls, vertically Geotextile protection layer

E




KD

4/7/2



ITEM

DESCRIPTION

AMOUNT



CARRIED TO SUMMARY


KD

4/7/3



ITEM

DESCRIPTION

QTY.

UNIT

5,289

m3

RATE

AMOUNT

BILL NO. 04 : HOTEL TOWER DIVISION 31 - EARTHWORK

The Contractor is referred to the Specifications and Drawings for all details related to this section of the works and he is to include for complying with all the requirements contained therein, whether or not they are specifically mentioned within the item descriptions 31 2016 : EARTHWORK


Excavation, to final excavation level Design, supply and install Localised Earthwork support system

B


item


C

D


15


month item


E




2,436

m2

KD

4/31/1

Bill No. 4 - Hotel Tower Division 31 - Earthwork


ITEM

REFERENCE

DESCRIPTION

PAGE NO.

AMOUNT

BILL NO. 04 : HOTEL TOWER SUMMARY

DIVISION 2

EXISTING CONDITIONS

4/2/1

DIVISION 3

CONCRETE

4/3/9

DIVISION 7


4/7/3

DIVISION 31

EARTHWORK

4/31/1



KD

4/Summ/1

Bill No. 4 - Hotel Tower Bill Summary


ITEM

DESCRIPTION

QTY.

UNIT

RATE

AMOUNT


The following Provisional Sums are designated for the execution of work, supply of Goods, Materials, Plant or services, specialist sub-contractors, or for contingencies, which sums may be used in whole or in part or not at all, on the instructions of the Engineer. (Overheads and profit are paid only when Plant, Materials or services are purchased from a nominated Subcontractor) BP3A - CONVEYING SYSTEMS

A

B

C

Allow the Provisional Sum of KD Three Million Fifty Thousand Only (KD 3,050,000) for Conveying system

PS

Allow for Main Contractor's Overheads and profit

%

Allow for Attendance by Main Contractor

3,050,000

Lump Sum

BP3B - EXTERIOR ENVELOPE

External envelope including, but not limited to, glazed curtain wall systems, louvers, glass & glazing, stone cladding, prefinished metal cladding systems, structural steel and galvanized steel support systems, etc.

D

Allow the Provisional Sum of KD Nine Million Nine Hundred Thousand Only (KD 9,900,000) PS

E

F

Allow for Main Contractor's Overheads and profit Allow for Attendance by Main Contractor

% Lump Sum



9,900,000

KD

5/PS/1

Provisional Sums


ITEM

DESCRIPTION

QTY.

UNIT

RATE

AMOUNT

PROVISIONAL SUMS BP3C - BUILDING MAINTENANCE SYSTEM

A

B

C

Allow the Provisional Sum of KD Three Hundred Eighty Five Thousand Only (KD 385,000) for Building Maintenance

PS


%


385,000

Lump Sum

BP3D - ARCHITECTURAL WORKS

Architectural works in BOH areas including, but not limited to, Light weight concrete and concrete block walls, finishes including floor, wall, ceiling and skirting, waterproofing, acoustic underlays, screeds, partitioning walls, toilet fixtures, vanity tops, toilet accessories, doors including hardware and finishes, interface doors between BOH and FOH (finishes on only on BOH side), linen chute, FFE & cupboards, metal works, kitchen equipments, roofing, etc.

D

E

F

Allow the Provisional Sum of KD Eleven Million Six Hundred Thousand Only (KD 11,600,000)

PS


%


Lump Sum



11,600,000

KD

5/PS/2

Provisional Sums


ITEM

DESCRIPTION

QTY.

UNIT

RATE

AMOUNT

PROVISIONAL SUMS BP3E - MEP WORKS

MEP works including, but not limited to, complete MEP works for BOH areas, MEP equipments for FOH and BOH areas, building management systems, permanent connection charges for water, electricity, drainage, telephone, coordination with local authority, Façade lighting and external landscape lighting, provision of electrical services for other trades, etc.(Excluding Distribution system for FOH area) A

B

C

Allow the Provisional Sum of KD Twenty Two Million Six Hundred Thousand Only (KD 22,600,000)

PS


%


Lump Sum



22,600,000

KD

5/PS/3

Provisional Sums


ITEM

DESCRIPTION

AMOUNT

PROVISIONAL SUMS

COLLECTION Total of page No. 5/PS/1 Total of page No. 5/PS/2 Total of page No. 5/PS/3

CARRIED TO SUMMARY


KD

5/PS/4

Provisional Sums


ITEM

DESCRIPTION

AMOUNT

TENDERER'S ADJUSTMENT SCHEDULE

A

No alterations shall be made by the Tenderer to the printed text of the foregoing Bills of Quantities.

B

Any alterations to the Bills of Quantities will be ignored and the text read as originally printed.

C

The Tenderer shall detail in the following pages any items which he requires in addition to those in the Bills of Quantities, or any of the printed items which he feels should be omitted from the Bills of Quantities.

D

Items detailed shall be shown as unit quantities, in t he same format as the Bills of Quantities, each item having a rate duly extended and the whole totalled and carried to the Summary.

E

Should further pages be required by the Tenderer he shall include these and amend the Summaries to suit the revised pages.

F

This Section shall be deemed to be the whole of the Additions and Omissions required by the Tenderer.

CARRIED TO COLLECTION KEO/07-2345-0011/BP3-Structural Works Burj Alshaya

KD

TAS/1

Tender Adjustment Schedule


ITEM

DESCRIPTION

QTY.

UNIT

RATE

AMOUNT


ADDITIONS



KD

TAS/2



ITEM

DESCRIPTION

QTY.

UNIT

RATE

AMOUNT


OMISSIONS



KD

TAS/3



ITEM

DESCRIPTION

QTY.

UNIT

RATE

AMOUNT


SUMMARY

ADDITIONS Total of Page TAS/2

Total Additions

KD

OMISSIONS Total of Page TAS/3

Total Omissions

KD

Total of NET ADDITIONS/OMISSIONS * FOR TENDERER'S ADJUSTMENT SCHEDULE

* Delete as required

TENDERER'S ADJUSTMENT SCHEDULE CARRIED TO SUMMARY


TAS/4

KD



ITEM

REFERENCE

DESCRIPTION

PAGE NO.

AMOUNT

MAIN SUMMARY


1/1/5

BILL NO. 02: PODIUM

2/Summ/1

BILL NO. 03 : OFFICE TOWER

3/Summ/1

BILL NO. 04 : HOTEL TOWER

4/Summ/1


5/PS/4

TENDERER'S ADJUSTMENT SCHEDULE * ADDITIONS/OMISSION

TAS/6

Sub-Total

KD

TENDERER'S PRICE ADJUSTMENT * ADDITIONS/OMISSIONS

KD

TOTAL CARRIED TO FORM OF TENDER (IN WORDS) KUWAITI DINARS

KD

SIGNATURE OF TENDERER :

STAMP

* Delete as appropriate


MS/1

Main Summary


ANALYSIS OF PRICES

The Tenderer is required to complete the following Schedule in every respect for all rates and prices in the Bills of Quantities. The sample schedule provided shall be copied as necessary. The total amount quoted shall equate to the full unit rate or lump sum as inserted against each respective item in the Bills of Quantities. Tenderers who offer lump sum or percentage Tenderer's Price Adjustments may be requested to submit Analyses of Prices for rates after adjustment of Tender Price Adjustment. Prior to the acceptance of the Tender, the T enderer may be required to provide further substantiating details and/or amend any unreasonable rates of analysis. Where no Subcontractor's OH & P is declared, Contractor's OH & P is deemed to include all OH & P including any subcontractors or suppliers OH & P.


AP/1

Analysis of Prices


ANALYSIS OF PRICES

ITEM

BILL OF UNIT RATE QUANTITIES OR PRICE ITEM KD

LABOUR KD

PLANT KD


MATERIAL KD

SUB-TOTAL 1 KD

SUBCONTRACTOR'S CONTRACTOR'S OH & P SUB-TOTAL 2 OH & P % KD KD % KD

AP/2

TOTAL KD

Analysis of Prices


DESCRIPTION

DAYWORK SCHEDULE

General Tenderers are to note that the pricing of the following schedule of daywork rates is not to be carried to the Summary or to the Form of Tender. The prices inserted against these items will form a basis for assessing the value of any dayworks which may become necessary during the course and within the terms of the Contract. Rates quoted for dayworks will be taken into consideration when Tenders are examined and they shall bear a reasonable relationship with the unit rates entered elsewhere in these documents. If any rates are found upon examination to be excessive or abnormal then the successful Tenderer will be called upon to revise such rates prior to the signing of the Contract. Failure to do so may lead to rejection of the Tender. Time engaged in the actual works will be the time allowed.

AMOUNT


DESCRIPTION

AMOUNT

DAYWORK SCHEDULE

General Tenderers are to note that the pricing of the following schedule of daywork rates is not to be carried to the Summary or to the Form of Tender. The prices inserted against these items will form a basis for assessing the value of any dayworks which may become necessary during the course and within the terms of the Contract. Rates quoted for dayworks will be taken into consideration when Tenders are examined and they shall bear a reasonable relationship with the unit rates entered elsewhere in these documents. If any rates are found upon examination to be excessive or abnormal then the successful Tenderer will be called upon to revise such rates prior to the signing of the Contract. Failure to do so may lead to rejection of the Tender. Time engaged in the actual works will be the time allowed. The signature of the Engineer on Daywork Records will be for record purposes only and the Engineer reserves the right to measure and value any works for which daywork records have been kept. Subject to the provisions of the preceding clause, the Contractor will be paid for dayworks carried out during the course of the Contract, while other operations are in progress at the rates set down by him in this schedule. Rates quoted for dayworks shall be applicable to any day of the week and to any time of day or night irrespective of any trade, local or other custom. Supervision costs including foremen are included in the percentage on cost.


DW/1

Dayworks


LABOUR

HOURLY RATE

Daywork rates quoted for labour shall be the net amounts payable to the employee and shall be detailed in the appropriate section below: Labour on Site A

_____________________________

B

_____________________________

C

_____________________________

D

_____________________________

E

_____________________________


DW/2

Dayworks


Labour On Costs

PERCENT

The Tenderer shall append his required percentage addition within the space provided below for all on-costs on his basic labour cost. This percentage shall be deemed to include for: i)

Complying with the Labour Law and all of its up to-date amendments, together with any additional costs for inducements required to attract and retain labour on the site.

ii)

The use of all hand tools, the use of all ordinary non mechanical plant including staging, scaffolding, etc., where not erected solely for execution of the daywork item, the use of all electric light and power supplies and access to and use of all the Contractor's site f acilities

iii) All overtime payments including non-productive overtime and travelling time other than that specifically ordered by the Engineer at the time of instructing the daywork. iv)

The cost of all supervision of labour employed on the daywork item including engineers, clerks, store-keepers etc.

v)

Overhead and profit including both head office and site overheads. Percentage addition required to be added to basic labour rates as detailed for on-costs as described:

%


DW/3

Dayworks


MATERIALS Materials used on Daywork items shall be of the same quality as specified for the whole of the Works. The rates used will be the NET price of the respective materials delivered to site and shall include for all costs of loading at source of supply and transporting to the Site. In the case of materials specifically imported for use on daywork items at the instruction of the Engineer the rates used will include, in addition to the requirements listed above, for freight charges, insurance, custom duties and port landing charges. All material rates used on daywork will require to be substantiated by invoices and in the event of no invoices being forthcoming, the Engineer may, at his own discretion, replace the rate claimed by the Contractor with the lowest current market price for that material.


DW/4

Dayworks


Materials On-Costs

PERCENT

The Tenderer shall append his required percentage addition within the space provided below for all on-costs on his basic material costs and this percentage shall be deemed to include for: i)

Unloading at site, storage and protection, transporting around the Site and unloading at the working area, breakages, waste and checking materials.

ii)

Overheads and profit include both head office and site overheads. Percentage addition required to be added to basic material rates as detailed for on-costs as described:

%


DW/5

Dayworks


PLANT The Contractor is to insert in following schedule the hire rates, which will be applicable for the duration of the contract for all plant he proposed to have on Site. Should plant other than that already on site be required for any item of daywork then the rates included on the daywork returns will be the local hire rates current at the time of the work. The rates inserted on the schedule by the Contractor are to include for drivers, attendants, operators, maintenance of plant in proper working order, attendance in starting up and shutting down, refueling including all fuel, power, lubricating oil and grease, regular cleaning, all cleaning materials, replacement and/or sharpening of tools, ancillary items and consumable spares. Plant hired from local plant hire companies must have insurance cover at least equal to that of the Contractor's plant on site and no payment will be made for mechanics or maintenance time which shall be deemed to be included in the spread over the rates for the plant concerned. The hourly rate for plant will apply to the time when the plant is on Site only. Plant On-Cost

PERCENT

The Tenderer shall append his required percentage addition within the space provided below for all on-cost on his hourly rates for plant and this percentage shall be deemed to include for: i)

Transporting plant to and from the site

ii)

Overheads and profits including both head office and site overheads. Percentage addition required to be added to the hourly rates of plant as detailed for on-costs as described

%


DW/6

Dayworks


Schedule of Plant on Site for Use on Daywork Items

HOURLY RATE

DAYWORKS SCHEDULE

Plant List A

_____________________________

B

_____________________________

C

_____________________________

D

_____________________________

E

_____________________________

F

_____________________________

G

_____________________________

H

_____________________________

J

_____________________________


DW/7

Dayworks

BOQ-17-May-2012

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