Gleeds Tender Issue Master 05-06-11

International

Management &

Construction Consultants

BOQ

For

AFRED

Cairo Festival City

Kidzania

05 June 2011

KIDZANIAAFRED - Cairo Festival City

PROJECT: Cairo Festival City Issue Date: 27-Apr-2011Scheme: Retail Boxes Update: 5-Jun-2011Sheet: Kidzania Rev 1.0

Section Description Total Cost /m² % of Cost

A Preliminaries 0 #REF!B Site Work

B/9 Excavation 0 #REF!B/11 Disposal 0 #REF!B/12 Filling 0 #REF!B/19 Underground Drainage 0 #REF!B/20 Paving and Surfacing 0 #REF!B/22 Landscaping 0 #REF!

C Concrete WorkC/2 Poured Concrete 0 #REF!C/3 Reinforcement 0 #REF!C/4 Shuttering 0 #REF!D Masonry

D/2 Walls and piers 0 #REF!E Metal Work General

E/1 Metal Work General - #REF!E/2 Structural Metalwork 0 #REF!E/3 Non-Structural Metalwork 0 #REF!G Thermal and Moisture Protection

G/2 Coverings and linings #REF! #REF!G/3 Damp-proof courses #REF! #REF!G/4 Insulation #REF! #REF!H Doors and Windows

H/1 Doors #REF! #REF!H/2 Windows #REF! #REF!H/4 Ironmongery #REF! #REF!J Finishes

J/2 Backgrounds #REF! #REF!J/3 Finishings #REF! #REF!J/5 Suspended Ceiling #REF! #REF!N Special Construction

N/3 Installations #REF! #REF!P Conveying Systems

P/1 Generally #REF! #REF!Q Mechanical Engineering Installations

Q/2 Pipework and Gutter Work #REF! #REF!Q/3 Duct Work #REF! #REF!Q/4 Equipment #REF! #REF!Q/5 Automatic Controls #REF! #REF!Q/6 Connections to supply mains #REF! #REF!Q/7 Insulation #REF! #REF!Q/9 Work incidental to mechanical engineering installations #REF! #REF!R Electrical Engineering Installations

R/2 Main Circuits 0 #REF!R/3 Sub-main circuits 0 #REF!R/4 Final sub-circuits and auxiliary installations 0 #REF!R/5 Accessories 0 #REF!R/6 Control Gear 0 #REF!R/7 Equipment 0 #REF!

Sub Total #REF! #REF! #REF!Add Social Insurance 2.50% #REF! #REF!Add Construction sales tax 2.90% #REF! #REF!Sub Total Before Contingency #REF! #REF! #REF!Add Contingency 10% #REF! #REF!

GEFA Areas/m²


PROJECT: Cairo Festival City Issue Date: 27-Apr-2011Grand Total #REF! #REF! #REF!

FESTIVAL LIVINGAFRED - Cairo Festival City

0 - Summary Of Prelims 4

Section A General Requirements EGP

A/0 Preamble 0

A/1 Conditions of Contract 0

A/2 Specification 0

A/3 Restrictions 0

A/4 Contractor's Administrative Arrangements 0

A/5 Construction Plant 0

A/6 Employer's Facilities

A/7 Contractor's Facilities 0

A/8 Temporary Works 0

A/9 Sundry Items 0

Sub Total 0

Add Construction sales tax 2.90% 0

Grand Total 0


A0 - Preamble 5

Qty Unit Rate EGP

A0 - PREAMBLE

Generally;

This bill is to be read in conjunction

with all other tender/contract

documents;

General notes

A Compliance with all the Tender

Requirements and Tender Instructions F 1 item incl

B The Technical Specifications

describe the Works which cannot be

readily indicated on the Drawings, and

it is not intended to mention every item

of the work in the Technical Specification

which can be adequately shown on the

Drawings. F 1 item incl

C The Bills of Quantities herein form an

integral part of the Contract Documents.

The items listed are intended to

describe the entire Works. The

Contractor is required to familiarise

himself of the full content of the

Contract Documents, including the

Form of Agreement, Bonds, Guarantees,

Specifications, Drawings, Programme,

General Conditions, Particular

Conditions, General Requirements, etc.

in order to allow for the type, quality and

standards required to complete the

Works. F 1 item incl

D The following notation is used in the

General Requirements:

F = Fixed Cost

T= Time=Related Cost F 1 item incl

E Time related periods, in weeks( wks), are to

be completed by the contractor F 1 item incl


A0 - Preamble 6

Qty Unit Rate EGP

Carried to Collection -

A The Works have been measured and

quantified generally in accordance with

The Principles of Measurement

(International) of Works of Construction,

June 1979, ("POMI"). F 1 item incl

B Unless otherwise stated, all works have

been measured net and fitted and/or

fixed in place. F 1 item incl

C The following are applicable to all kinds

of work in the Contract and are deemed

to be included in the Contractor's rates

and prices

- Materials, equipment, labour, handling,

attendance, storage, protection and

making good;

- transport, hoisting, lifting;

- Work in any classification, in any

location, width or area and at any depth

of height;

- scaffolding and tools;

- assembling and jointing together;

- fixing in place and adjustment, including

supports and all accessories;

- temporary works;

- forming to shape;

- coordination with different trades;

- cleaning down and preparing surfaces;

- multiple handling;

- samples;

- shopdrawings and as-built drawings;

- wastage and cutting;

- protection;

- work in small and/or isolated quantities;

- sealants and making good;

- raking, sloping, uneven surfaces;

- overhead and profit

- testing and commissioning F 1 item incl


A0 - Preamble 7

Qty Unit Rate EGP


-

A Page 1

B Page 2 -


A0 - Preamble 8

Qty Unit Rate EGP

Carried to Summary -


A1 - Conditions of Contract 9

Qty Unit Rate EGP

A1 - CONDITIONS OF CONTRACT

Generally;



documents;

Conditions of contract;

compliance with the conditions of

contract included within the tender and / or

contract documents

A The Form of Agreement F 1 item incl

B The Schedules F 1 item incl

C The Conditions of Contract - General

Conditions F 1 item incl

D The Conditions of Contract - Particular

Conditions F 1 item incl

E The Conditions of Contact - Appendices F 1 item incl

F Performance Bond F 1 item N/A

G Bank Guarantee F 1 item -

H Project Insurances F 1 item -



Qty Unit Rate EGP


A Page 1 -



Qty Unit Rate EGP



A2 - Specification 12

Qty Unit Rate EGP

A2 - SPECIFICATION

Generally;



documents;

Specifications and employer's requirements;

the contractor is deemed to have taken

account of all specification documents,

both text and drawn, as well as the

employer's requirements included within

the tender / contract documents;

the contractor must check and report any

errors, omissions or conflicts

A Generally, compliance with the

specifications and employer's requirements F 1 item -

Independent Bill

List here the particulars, if applicable and /

or necessary, of any measures taken

to comply with the specifications and / or

employer's requirements

B List of particulars:

PPE & HSE materials F 200 nr -

Induction & security passes F 1 item -

Safety Harnessess F 30 nr -



Qty Unit Rate EGP


A Page 1 -



Qty Unit Rate EGP



A3 - Restrictions 15

Qty Unit Rate EGP

A3 - RESTRICTIONS

Generally;



documents;

The contractor must:

have visited site and taken account

of all existing features of the site, its

surrounding areas and access/egress to

and from the site and is to make all

provisions necessary for carrying out the

works, including all temporary works

and facilities;

Restrictions;

at the discretion of the contractor having

visited site, reviewed all tender / contract

documents and having requested and

reviewed all other documents pertaining to

the works;

make appropriate allowance, where

applicable and / or necessary for the

following;

A Access to and possession of the site F 1 item -

Borehole tests - building plot F 1 item -

Borehole tests - carpark F 1 item -

Borehole tests - outbuilding F 1 item -

Site level survey & transfer coordinates F 1 item -

B Limitation of working space F 1 item incl

C Limitations of working hours F 1 item incl

D Maintenance of existing services on, under F 1 item incl

or over the site

E The execution or completion of the work

in any specific order F 1 item N/A



Qty Unit Rate EGP


A Existing features, adjoining site and / or

adjoining works F 1 item incl

B Items of a like nature F 1 item incl

C Permits and licences F 1 item incl



Qty Unit Rate EGP

Carried to Collection

A Page 1 -

B Page 2



Qty Unit Rate EGP



A4 - Administrative Arrangement 19

Qty Unit Rate EGP

A4 - CONTRACTOR'S ADMINISTRATIVE ARRANGEMENTS

Generally;



documents;

The contractor shall provide a detailed

organisation chart showing names / roles,

rates and period of deployments for

all supervision and administrative staff

summarised as follows:

A Site project management T 58 wks

B Site / trade supervision T 58 wks

C Health and safety T 58 wks

D Quality management T 58 wks

E Commercial and procurement T 58 wks

F Office administration T 58 wks

G Site and office security T 58 wks

H Site, welfare and office attendant labour T 58 wks

I Transport and banksmen T 58 wks

J Shop drawings / design T 58 wks

K Surveys and reports T 58 wks



Qty Unit Rate EGP


Office and administration facilities;

at the contractor's discretion provide all

equipment, hardware, software,

consumables and office facilities to

perform the administration, management

supervision and security of the site

A Establish administration facilities F 1 item -

B Maintain and provide facilities T 43 wks

C Hand-over to the employer or remove

as directed administration facilities F 1 item -

List here all facilities, supplies and

equipment provided by the contractor:

D Contractor to list here:



Qty Unit Rate EGP


A Page 1 -

B Page 2 -



Qty Unit Rate EGP



A5 - Construction Plant 23

Qty Unit Rate EGP

A5 - CONSTRUCTION PLANT

Generally;



documents;

Provide all common-user and shared

plant and equipment;

include all plant not in rates elsewhere;

plant provided at the discretion of the

contractor as appropriate for the nature

of the site and works and as required

by the contractor to comply with the

programme, sequence and operation of

the works

A Provide small plant and tools T 58 wks -

B Erect scaffold F 1 item -

C Maintain, adapt and modify scaffold T 58 wks -

D Remove scaffold F 1 item -

E Erect tower cranes F 1 item -

F Maintain and operate tower cranes T wks -

G Remove tower cranes F 1 item -

H Mobile cranes T 13 wks -

I Hoists and lifting equipment T 31 wks -

J Site transportation T 58 wks



Qty Unit Rate EGP


Plant required for specific trades and / or

site operations

A Generally; contractor to list here T wks -

Roller 5 ton T 18 wks -

Mini-Loader T 18 wks -

Plate Compactor (3) T 18 wks -

Bar bending machine 36 mm T 18 wks -

Cutting machine 36 mm T 18 wks -

Chop saw T 11 wks -

Bench saw T 15 wks -

Total Station T 39 wks -

180 CFM Compressor c/w tools T 37 wks -

Pokers engines (3) T 26 wks -

Pokers (6) T 26 wks -

Diesel for plant T 47 wks -

Water bowser T 37 wks -



Qty Unit Rate EGP


A Page 1 -

B Page 2 -



Qty Unit Rate EGP



A6 - Employer's Facilities 27

Qty Unit Rate EGP

A6 - EMPLOYER'S FACILITIES

Generally;



documents;

Provide all employer's, engineers,

supervisors and / or consultant facilities

and accommodation as directed by the

tender / contract documents or by the

employer's requirements;

pay all bills

Temporary site accommodation;

as directed

A Establish temporary accommodation F 1 item N/A

B Maintain temporary accommodation T wks N/A

C Remove temporary accommodation F 1 item N/A

List here the nature, number and size

of temporary accommodation

D Contractor to list here: N/A



Qty Unit Rate EGP


Temporary facilities for the employer.

engineer, supervisor and / or consultants

as directed

A Establish temporary facilities F 1 item N/A

B Maintain temporary facilities T wks N/A

C Hand to employer temporary facilities F 1 item N/A



D Contractor to list here: N/A



Qty Unit Rate EGP


A Page 1

B Page 2



Qty Unit Rate EGP

Carried to Summary


A7 - Contractor's Facilities 31

Qty Unit Rate EGP

A7 - CONTRACTOR'S FACILITIES

Generally;



documents;

At the discretion of the contractor provide

temporary works and facilities where

applicable and/or required by the nature

of the site, the works, the specification

the employer's requirements or by

statutory or other requirements;

the contractor must allow for the

establishment, maintenance, removal of

any temporary works or facilities as well as

the reinstatement of any features or other

works, buildings or installations affected

by any temporary works or facilities as

appropriate;

pay all bills

Temporary site accommodation;

including buildings for offices, laboratories

compounds, stores, mess rooms and / or

living accommodation;

A Establish temporary accommodation F 1 item -

B Maintain temporary accommodation T 45 wks -

C Remove temporary accommodation F 1 item -



D Contractor to list here:



Qty Unit Rate EGP


Temporary fencing;

including hoardings, screens, roofs and

guardrails;

unless otherwise directed by the

tender / contract documents provide

temporary fencing appropriate for the

nature of the site and works

A Erect site perimeter fencing / gates F 1 item

B Maintain site perimeter fencing / gates F 1 item -

C Remove site perimeter fencing / gates F 1 item

D Erect hoarding for the works F 1 item -

E Maintain hoarding for the works T wks -

F Remove hoarding for the works F 1 item -

G Erect temporary screens for the works F 1 item -

H Maintain temporary screens for the works T wks -

I Remove temporary screens for the works F 1 item -

J Erect temporary roofs or coverings F 1 item -

K Maintain temporary roofs or coverings T wks -

L Remove temporary roofs or coverings F 1 item -

M Erect guardrails / edge protection F 1 item -

N Maintain / modify guardrails / edge protection T wks -

O Remove guardrails / edge protection F 1 item -



Qty Unit Rate EGP


Temporary roads;

including roads, pavements, hardstandings

and crossings;

unless otherwise directed by the

tender / contract documents provide

temporary roads appropriate for the

nature of the site and works

A Establish temporary roads / pavements F 1 item -

B Maintain temporary roads / pavements F 1 item -

C Remove temporary roads / pavements F 1 item -

D Establish temporary hardstandings F 1 item incl -

E Maintain temporary hardstandings T wks incl

F Remove temporary hardstandings F 1 item incl

G Establish secure crossings F 1 item

H Maintain secure crossings T wks

I Remove temporary crossings F 1 item



Qty Unit Rate EGP


Water for the works;

supplied by the contractor;

including all arrangements, meters,

supply networks and distribution;

including all waste water provision

A Establish temporary water facilities F 1 item -

B Maintain and pay all water costs T 58 wks -

C Remove temporary water facilities F 1 item incl -

Lighting and power for the works;




D Establish temporary lights and power F 1 item -

E Maintain, adapt and pay all power costs T 58 wks -

F Remove temporary lights and power F 1 item -

Temporary telephones and communications;




G Establish site communications networks F 1 item -

H Maintain, adapt and pay all costs T 40 wks

I Remove site communications networks F 1 item -

Site signage;

General, directional and site signage

J Site sign as directed by the employer F 1 item -



Qty Unit Rate EGP

K Safety and site signage F 1 item -

L Remove all signage F 1 item -


A Page 1 -

B Page 2 -

C Page 3 -

D Page 4 -



Qty Unit Rate EGP



A8 - Temporary Works 37

Qty Unit Rate EGP

A8 - TEMPORARY WORKS

Generally;



documents;

At the discretion of the contractor provide

temporary works and facilities where

applicable and/or required by the nature

of the site, the works, the specification

the employer's requirements or by

statutory or other requirements;

the contractor must allow for the

establishment, maintenance, removal of

any temporary works or facilities as well as

the reinstatement of any features or other

works, buildings or installations affected

by any temporary works or facilities as

appropriate

A Traffic diversion F 1 item N/A

B Maintenance / operation of traffic diversions T wks N/A

C Access roads F 1 item incl

D Maintenance of access roads T wks incl

E Piling mats F 1 item N/A

F Maintenance of piling mats T wks N/A

G Bridges F 1 item N/A

H Maintenance of bridges T wks N/A



Qty Unit Rate EGP


Temporary works and /or facilities continued

A Cofferdams F 1 item N/A

B Maintenance of cofferdams T wks N/A

C Pumping F 1 item N/A

D Maintenance of pumping T wks N/A

E Dewatering installations F 1 item N/A

F Maintenance of dewatering installations T wks N/A

G Compressed air for tunnelling F 1 item N/A

H Maintenance of compressed air T wks N/A



Qty Unit Rate EGP


Temporary works generally;

the contractor shall list here all other

temporary works required to carry out the

works and to comply with the tender and/or

contract requirements

A Contractor to list here: N/A



Qty Unit Rate EGP


A Page 1

B Page 2

C Page 3



Qty Unit Rate EGP

Carried to Summary


A9 - Sundries 42

Qty Unit Rate EGP

A9 - SUNDRIES

Generally;



documents

In compliance with all specification

and other construction and/or

statutory requirements the contractor

is required to make all due allowance

for the following

Testing of materials; either on site or

off site in specialist facilities, as required

and producing all testing certificates

and documentation

A Soil tests F 1 item incl

B Concrete tests F 1 item incl

C Reinforcement steel tests F 1 item incl

D Blockwork tests F 1 item incl

E Glazing tests F 1 item incl

F Electrical tests F 1 item incl

G Mechanical tests F 1 item incl

H Public health / plumbing tests F 1 item incl

I Other tests required by the contractor or

specification;

contractor to list here:

F 1 item incl


A9 - Sundries 43

Qty Unit Rate EGP


Testing of the works

A Generally, test the works as required

by the specification F 1 item -

All Testing

Protecting the works from inclement

weather

B Generally, external protection to the works

as required by the specification F 1 item -

Protection Material

Removal of building and general debris

and rubbish off site or as directed by the

specification;

maintaining the works in good and clean

order

C Generally, rubbish removal F 1 item incl

D Maintain the site and works T 32 wks -

10 General Laborers

E Final clean of the works T 4 wks -

15 Cleaners

Traffic regulations

F Establish and maintain traffic, materials and

pedestrian management systems T wks N/A

Public and private highways

G Maintain all public and private highways

and roads affected by the works F 1 item N/A

Drying the works

H Generally, maintain the works T wks incl


A9 - Sundries 44

Qty Unit Rate EGP


Control of noise and pollution

A Generally, maintain the works F 1 item incl

All statutory obligations

B Generally, comply with all prevailing

statutory obligations F 1 item incl


A9 - Sundries 45

Qty Unit Rate EGP


Overhead and profit allowances;

the contractor shall note here, as rates

only, the following allowances included

within the contractor's price

A Head office overhead contribution %

B Profit margin %


A9 - Sundries 46

Qty Unit Rate EGP

Sundries generally;

the contractor shall list here all other

sundry items required to carry out the works

and to comply with the tender and/or

contract requirements


A9 - Sundries 47

Qty Unit Rate EGP


A Page 1 -

B Page 2 -

C Page 3 -

D Page 4 rates only

E Page 5 -


A9 - Sundries 48

Qty Unit Rate EGP



B-Site Work 49

Item Gleeds Unit Rate Total (EGP)

B9 - EXCAVATION

Generally;This bill is to be read in conjunctionwith all other tender/contractdocuments;

Main Building

A26,676 m³ -

B Excavate for soil replacement 5,227 m³ -

Utilities Building

C 163 m³ -

External Works

D1,300 m³ -

Water Tank

J1,963 m³ -


Excavation; including supporting sides of excavation. No classification according to kinds of excavation and type of soil the work shall be from the actual surface of existing soil to the required excavation levels shown on drawings and according to geotechnical report.

Excavation in any type of soil as determine by the engineer on site for the subgrade level of roads



Excavation in ordinary soil and transporting the surplus materials to the public dumping areas


B-Site Work 50


B11 - DISPOSAL

Generally;This bill is to be read in conjunctionwith all other tender/contractdocuments;Disposal of material arising from excavation on site and offsite.

Main Building

A Disposal on site, backfilled into excavation 5,227 m³ -

Utilities Building

B Disposal off site 163 m³ -

External Works

C Disposal on site, backfilled into excavation 1,300 m³ -

Water Tank

D Disposal off site 1,963 m³ -



B-Site Work 51


B12 - Filling


Main Building

A Soil replacement with sand 2,015 m³ -

B Soil replacement with sand and aggregate mix 3,213 m³ -

C Backfilling with compacted clean sand 3,105 m³ -

Utilities Building

D Backfilling with compacted clean sand 86 m³ -

External Works

F4,200 m³ -


Filling with suitable materials from Excavation after approval of the engineering on the site for the subgrade level of roads


B-Site Work 52


B19 - UNDERGROUND DRAINAGE

Generally;This bill is to be read in conjunctionwith all other tender/contractdocuments;Main Building

Drainage System Underground UPVC pipes and Fittings

A 160 mm 96 m -

B 110 mm 276 m -

C 75 mm 33 m -

D 50 mm 10 m -

Concrete beds and coverings for pipes including formworkE 160 mm 96 m -

F 110 mm 276 m -

G 75 mm 33 m -

H 50 mm 10 m -

I Gully Trap (GT) 6 nr -

J Grease Interceptor (GI) 1 nr -

Inspection chambers K Inspection chamber (IC)(60cm*60cm) 10 nr -

L Inspection chamber (IC)(60cm*90cm) 1 nr -

External Works


M 160 mm ( UPVC ) (10bar) 24 m -

N 110 mm ( UPVC ) (10bar) 834 m -

P 75 mm ( UPVC ) (10bar) 18 m -

Q 63 mm ( UPVC ) (10bar) 54 m -

Carried forward -

Drain accessories including concrete surrounds and additional excavation


B-Site Work 53


Brought forward -

A 50 mm (UPVC ) (10bar) 372 m -

B 40 mm ( UPVC ) (10bar) 72 m -

C 32 mm ( UPVC ) (10bar) 3,162 m -

Concrete beds and coverings for pipes including formworkD 160 mm ( UPVC ) (10bar) 24 m -

E 110 mm ( UPVC ) (10bar) 834 m -

F 75 mm ( UPVC ) (10bar) 18 m -

G 63 mm ( UPVC ) (10bar) 54 m -

H 50 mm (UPVC ) (10bar) 372 m -

I 40 mm ( UPVC ) (10bar) 72 m -

J 32 mm ( UPVC ) (10bar) 3,162 m -

Combined sewage and storm water network

K UPVC spigot and socket 200 mm Dia PN 6 348 m - L UPVC spigot and socket 250 mm Dia PN 6 190 m -

M

26 m -

N Hose connection / inspection chamber 12 nr -

Carried forward -

Gravity Pipes, depth up to 3500 mm ,Are classified according to material and diameter to the depth indicated on Drawings. Rates shall include supply of pipes, jointing materials, excavation of pipe trenches to the grade shown on Drawings, dewatering, shoring grading and leveling of excavation bottom, furnishing, placing and compacting bedding material , lowering pipes into trench, placing concrete supports, pipe surrounding, pipe crossing protection, road crossing protection, laying out, aligning, jointing pipes, testing installed work, flushing, cleaning, backfilling granular bedding well compacted to existing ground surface

UPVC spigot and socket 250 mm Dia PN 6 with depth up to 3500 mm ,Are classified according to material and diameter to the depth indicated on Drawings. Rates shall include supply of pipes, jointing materials, excavation of pipe trenches to the grade shown on Drawings, dewatering, shoring grading and leveling of excavation bottom, furnishing, placing and compacting bedding material , lowering pipes into trench, placing concrete supports, pipe surrounding, pipe crossing protection, road crossing protection, laying out, aligning, jointing pipes, testing installed work, flushing, cleaning, backfilling granular bedding well compacted to existing ground surface


B-Site Work 54


Brought forward -

Tie in pipes - Catch Basin pipes

A

nrManhole construction

B20 nr -

C1 nr -

Catch basin

D

12 nr -

Carried forward -

uPVC 160 mm connecting building's tie in, Catch basin pipes with combined sewage and storm network with maximum length 25 m

Manhole measured by type, rates include submittals and drawings as required, furnishing materials and necessary equipment, tools, and labor excavation, dewatering, shoring, backfilling, cast - in situ plain concrete walls and base covered with precast slab rested on 50 mm cement mortar, blinding concrete, supporting concrete, inside concrete benching, 1 heavy duty frame and cover class D 400, internal and external coating, ramp backdrop including all required fittings and concrete surroundings, typical vertical backdrop including all required fittings and concrete surrounding, concrete backfill, concrete cradle, rocker pipe, cast iron step iron and all required materials and fittings for complete construction of the manhole

Manhole with internal diameter 1000 mm and outer diameter 1500 mm, base thickness 350 mm and depth up to 2500 mm

Manhole with internal diameter 1200 mm and outer diameter 1700 mm, base thickness 350 mm and depth up to 3500 mm

Plain concrete measured by type, rates include submittals and drawings as required, furnishing materials and necessary equipment, tools, and labor excavation, dewatering, shoring, backfilling, Cast - in situ plain concrete walls and base covered with precast slab rested on 50 mm cement mortar Blinding concrete, Supporting concrete, 1 medium duty grating frame and cover class C 250, internal and external coating, concrete backfill, concrete cradle, rocker pipe, supply and install cast iron trap and all required materials and fittings for complete construction of catch basin and installation for all accessories inside the catch basin

Plain concrete catch basin with internal dimension 600 mm and outer dimension,1100 mm with depth up to 1000 mm


B-Site Work 55


Brought forward -

A

4 nr -

Gully Gutter Drainage Channel

B

9 m -

Water Tank


C 110mm 7 m -

Upvc pipes and fittings High pressureD 75mm 5 m -

E Trench grate 300 mm width (TG1) 15 m - F Retarding Chamber, RCH 1 nr - G Trench Drain, 110 mm (TD1) 2 nr - H Floor Cleanout, 110 mm (FCO) 1 nr - I Sump Pump SP1 (A&B), P5 (A&B) 1 nr -


Plain concrete double catch basin with internal dimension 1000 mm x 1200 mm and outer dimension 1500 mm x 1700 mm with depth up to 1000 mm, are measured by type, rates include submittals and drawings as required, furnishing materials and necessary equipment, tools, and labor excavation, dewatering, shoring, backfilling, cast - in situ plain concrete walls and base covered with precast slab rested on 50 mm cement mortar Blinding concrete, Supporting concrete, 2 medium duty grating frame and cover class C 250, internal and external coating, concrete backfill, concrete cradle, rocker pipe, supply and install cast iron trap and all required materials and fittings for complete construction of double catch basin and installation for all accessories inside the chamber

R.C concrete drainage channel, with internal width (200 mm) and internal depth up to 500mm, are measured by meter length, rates include submittals and drawings as required, furnishing materials and necessary equipment, tools, and labor excavation, dewatering, shoring, backfilling, cast - in place reinforced concrete walls and base covered with RC slab rested on 50 mm cement mortar, cast - in place blinding concrete, 1 heavy duty linear grating frame and cover class D 400, internal and external coating,. rate shall include laying out, aligning, testing installed work, flushing, cleaning, backfilling granular bedding well compacted to existing ground surface and all required material and fittings for complete installation

Drain accessories including concrete surrounds and additional excavation


B-Site Work 56


B20 - PAVING AND SURFACING

Generally;This bill is to be read in conjunction with all other tender/contract documents;

External Works

A 16,850 m² -

B14,800 m² -

C14,800 m² -

D

14,800 m² -

E14,800 m² -

F

0 m² -

I2,550 m -

J Road markings using thermoplastic reflective paints for lane.

K460 m² -

L Traffic Direction Arrows 44 m² -

M

10 nr -

N Rubber setting 620 m² -

O Interlocking Concrete Pavers : Light Gray (100x100x80mm ) 245 m² -

P Interlock Concrete Pavers : Dark Red (100 x 100 x 60 mm ) 1000 m² -

Q Interlock Concrete Pavers : Light Gray (100 x 100 x 60 mm) 1550 m² -

Carried forward -

Furnishing and constructing graded crushed aggregate base course of 25cm thickness after compaction.

Prime coat to the base course surface at a rate of 1.5 kg./m2 of liquid asphalt grade MC-30

Apply and spread of asphalt base course layer with thickness of 5 cm after compaction

Furnishing and applying a tack coat to the top of the binder course at a rate of 0.50 kg./m2 of liquid asphalt grade RC-3000

Apply and spread of asphalt wearing course layer with thickness of 5 cm after compaction

Rigid pavement using reinforcement concrete tiles with dimension (4m*4m) and 25cm Thickness including the expansion joints & damp-proof

Supply and install precast concrete curbs for roads with dimensions of (50*30*15-12.5)

Lane Marking, Center Line Marking, Pedestrian Crossing, Stop Lines & Stop Marking

Traffic signs with different types (Mandatory, Prohibitory, Warning and Guide signs) according to the details shown on the drawings. The item include sign aluminum face, sign poles, fixing and supporting features. The contractor has to submit sample for engineer approval.


B-Site Work 57


Brought forward -

A1100 m² -

B Loose gravel 50-80 mm mulch 440 m² -

C Cast in situ concrete curbs (1000x250x150/125mm) 1592 m -

D Basalt Cobble Pavers: Light Gray ( 100 X 100 X 80 mm ) 20 m² -

E Natural Stone Straight Cut (600 X 600 X 40 mm ) 425 m² -


Interlock Concrete Pavers : light white (1000x250x150/125mm)


B-Site Work 58


B22 - LANDSCAPING


External Works

Palms

A Washingtonia robusta / Mexican Fan Palm 3-4 m high 6 nr -

Trees

B Jacaranda mimosifolia / Jacaranda 31 nr -

C Albizia Lebeek 56 nr -

Shrubs

D22 nr -

E16 nr -

F199 nr -

Ground cover

G Carissa grandiflora / Natal Plum 290 m² -

H Dimorphotheca aurantiaca / African Daisy 305 m² -

I Wedelia trilobata / Wedelia 71 m² -

Grass

J Paspalum sod / Bahia Grass 3,600 m² -


Bougainvillea glabra / Paper Flower, 2 Nr in planter size (1000 mm width X 600 mm depth)

Hibiscus rosa-sinensis / Chinese Hibiscus, 3 Nr in planter size (1000 mm width X 600 mm depth)

Tecomaria capensis / Cape Honeysuckle,5 Nr in planter size (1000 mm width X 600 mm depth)


C-Concrete Work 59

Item Qty Unit Rate Total (EGP)

C2 - POURED CONCRETE

Generally;



documents;

Main Building

A Plain concrete for isolated footing

971 m³ -

B Plain concrete under retaining wall

181 m³ -

C Plain concrete under tie beams

302 m³ -

D Plain concrete under slab on grade

285 m³ -

Utilities Building

E Plain concrete for isolated footing

21 m³ -

F Plain concrete under slab on grade

24 m³ -

G Plain concrete under tie beams

Supply, placing, finishing curing and testing of plain concrete, Grade C, minimum cement content 250 kg/cm 3, average compressive strength 200 kg/cm 2 at 28 days including embedded items and concrete surface repair with ordinary portland cement (Ordinary and Rapid-Hardening) according to ES 373 and as per drawings and specification

Plain concrete for isolated footings 500 mm thick, Grade C with average concrete cube strength 200 kg/cm2, footing dimensions as shown on drawing CFC/ECG/CR007/SB/DRG/000802

Plain concrete for retaining wall footing 500 mm thick, Grade C with average concrete cube strength 200 kg/cm2 as shown in General details drawing CFC/ECG/CR007/SB/DRG/000802

Plain concrete under tie beams 100 mm thick, Grade C with minimum concrete cube strength 200 kg/cm2 as shown in General details drawing CFC/ECG/CR007/SB/DRG/000002

Plain concrete for tie beams 50 mm thick, Grade C with minimum concrete cube strength 200 kg/cm2 as shown in General details drawing CFC/ECG/CR007/SB/DRG/000002

Plain concrete for isolated footings 300 mm thick, Grade C with average concrete cube strength 200 kg/cm2 as shown on drawing CFC/ECG/CR007/SB/DRG/000805

Plain concrete for tie beams 100 mm thick, Grade C with minimum concrete cube strength 200 kg/cm2


C-Concrete Work 60


3 m³ -

Carried forward -

Brought forward -

External Works

A

0 m³ -

B0 m³ -

C Plain concrete under, Natural stepping stone 16 m³ -

Water tank

D

30 m³ -

Plain concrete under tie beams 100 mm thick, Grade C with average concrete cube strength 200 kg/cm2

Plain concrete 100 mm thick, Grade C with average concrete cube strength 200 kg/cm2

light weight sloped concrete 100 mm thick, Grade C with average concrete cube strength 200 kg/cm2

Plain concrete for foundation100 mm thick, Grade C with average concrete cube strength 200 kg/cm2 as shown on drawing CFC/ECG/CR007/SF/DRG/000207


C-Concrete Work 61


Carried forward -

Brought forward -

Main Building

Reinforced concrete for isolated footing

A

1,101 m³ -

Reinforced concrete footing for retaining wall

B

280 m³ -

Reinforced concrete for tie beams

C

227 m³ -

Reinforced concrete for slab on grade

D

854 m³ -

Reinforced concrete for suspended slabs

E

2,791 m³ -

Reinforced concrete for flat roofs

F

205 m³ -

Reinforced concrete for retaining wall

Supply, placing, finishing curing and testing of reinforced concrete for substructure and superstructure, Grade A, minimum cement content 350 kg/cm 3, average compressive strength 400 kg/cm 2 at 28 days including embedded items and concrete surface repair with ordinary portland cement (Ordinary and Rapid-Hardening) according to ES 373 and as per drawings and specification

Reinforced concrete for isolated footings 500 mm thick, Grade A with average concrete cube strength 400 kg/cm2, footing dimensions as shown on drawing CFC/ECG/CR007/SB/DRG/000802

Reinforced concrete footing for retaining wall RW1, 600 mm thick, Grade A with average concrete cube strength 400 kg/cm2 as shown in General details drawing CFC/ECG/CR007/SB/DRG/000802

Reinforced concrete for tie beams, Grade A with average concrete cube strength 400 kg/cm2

Reinforced concrete for slab on grade 150 mm thickness, indoor slab concrete Grade D with average concrete cube strength 250 kg/cm2 as shown in General details drawing CFC/ECG/CR007/SB/DRG/000801

Reinforced concrete for suspended slab 400 mm thickness, Grade A with average concrete cube strength 400 kg/cm2 as shown in General details drawing CFC/ECG/CR007/SB/DRG/000801

Reinforced light weight sloped concrete for flat roof slab 120 mm thickness, density 1200 kg/m3 as shown on Detail 3 drawing CFC/ECG/CR007/SB/DRG/000209


C-Concrete Work 62


H

280 m³ -

Reinforced concrete for core walls

I

28 m³ -

Carried forward -

Brought forward -

A

32 m³ -

Reinforced concrete for columns

B233 m³ -

Reinforced concrete for Beams

C

97 m³ -

Reinforced concrete for stairs

D71 m³ -

Utilities Building

Reinforced concrete for isolated footing

E

19 m³ -

Reinforced concrete for slab on grade

F

48 m³ -

Reinforced concrete for solid slabs

H

39 m³ - Reinforced concrete for roof

I48 m³ -

Reinforced concrete for tie beams

J27 m³ -

Reinforced concrete for retaining wall RW1 300 mm thick, Grade A with average concrete cube strength 400 kg/cm2 as shown in General details drawing CFC/ECG/CR007/SB/DRG/000802

Reinforced concrete for core walls WR1 250/300 mm thick, Grade A with average concrete cube strength 400 kg/cm2 as shown on drawing CFC/ECG/CR007/SB/DRG/000801

Reinforced concrete for core walls WR2 200 mm thick, Grade A with average concrete cube strength 400 kg/cm2 as shown drawing CFC/ECG/CR007/SB/DRG/000801

Reinforced concrete for columns, Grade A with average concrete cube strength 400 kg/cm2

Reinforced concrete for beams, Grade A with average concrete cube strength 400 kg/cm2

Reinforced concrete for stairs160 mm thick, Grade A with average concrete cube strength 400 kg/cm2

Reinforced concrete for isolated footing Grade A with minimum concrete cube strength 400 kg/cm2

Reinforced concrete for slab on grade 200 mm thickness, indoor slab concrete Grade D with average concrete cube strength 250 kg/cm2 as shown in General details drawing CFC/ECG/CR007/SB/DRG/000801

Reinforced concrete for suspended slab 160 mm thickness, Grade A with average concrete cube strength 400 kg/cm2

Reinforced light weight sloped concrete, density 900 kg/m3 for roof slab 200 mm thickness, strength 40 Kg/cm2

Reinforced concrete for tie beams, Grade A with average concrete cube strength 400 kg/cm2


C-Concrete Work 63


Reinforced concrete for columns

K20 m³ -

Reinforced concrete for Beams

L30 m³ -

Reinforced concrete for ParapetM

11 m³ -

Carried forward -

Brought forward -

Reinforced concrete for Electrical Trench walls and floorsA

15 m³ -

Water tank

B

153 m³ -

C

6 m³ -

D

0 m³ -

E

198 m³ -

F

0 m³ -

Reinforced concrete for columns, Grade A with average concrete cube strength 400 kg/cm2

Reinforced concrete for beams, Grade A with average concrete cube strength 400 kg/cm2

Reinforced concrete for parapet, Grade A with average concrete cube strength 400 kg/cm2

Reinforced concrete walls and floors; 200 mm thickness, concrete Grade D with average concrete cube strength 250 kg/cm2 as shown in General details drawing CFC/ECG/CR007/SB/DRG/000801

Supply, placing, finishing curing and testing of reinforced concrete for water structure, Grade B, minimum cement content 250 kg/cm3, average compressive strength 400 kg/cm 2 at 28 days including embedded items and concrete surface repair with ordinary portland cement (Ordinary and Rapid-Hardening) according to ES 373 and as per drawings and specification

Reinforced concrete for foundation 600 mm thick, Grade B with minimum concrete cube strength 400 kg/cm2 as shown on drawing CFC/ECG/CR007/SF/DRG/000207

Reinforced concrete for foundation 300 mm thick, Grade B with minimum concrete cube strength 400 kg/cm2 as shown on drawing CFC/ECG/CR007/SF/DRG/000207

Reinforced concrete for tank walls 500 mm thick, Grade B with minimum concrete cube strength 400 kg/cm2 as shown on drawing CFC/ECG/CR007/SF/DRG/000207




C-Concrete Work 64


F

76 m³ -

G

35 m³


C3 - Reinforcement

Main Building

F Steel reinforcement for footings Y16-Y25 97 t -

H Steel reinforcement for tie beams 27 t -

I Steel reinforcement for slab on grade 42.70 t -

J Steel reinforcement for suspended slabs 535 t -

K Steel reinforcement for flat roof 40 t -

A Steel reinforcement for columns 51 t -

B Steel reinforcement for retaining wall RW1 28 t -

C Steel reinforcement for core walls 9 t -

D Steel reinforcement for beams 14 t -

E Steel reinforcement for stairs 7 t -

F Mesh reinforcement for flat roof B785 13.01 t -

Utilities Building

H Steel reinforcement for footings 1.17 t -

Reinforced concrete for tank roof slab 300 mm thick, Grade B with minimum concrete cube strength 400 kg/cm2 as shown on drawing CFC/ECG/CR007/SF/DRG/000207


High yield deformed bars according to the ASTM 625 with a manumit proof stress of 4000 Kg/cm 2


C-Concrete Work 65


I 16.60 t -

J Steel reinforcement for tie beams 3.24 t -

K Steel reinforcement for solid slabs 5.23 t -

L Steel reinforcement for columns 3.00 t -

M Steel reinforcement for beams 3.59 t -

N Steel reinforcement for parapet 0.69 t -

Carried forward -

Brought forward -

External Works

Water tank

A Steel reinforcement for raft foundation 15.14 t -

B Steel reinforcement for roof slab 10.35 t -

C Steel reinforcement for walls 30.00 t -

Steel reinforcement for slab on grade and duct walls


C-Concrete Work 66



C4 - Shuttering

Main Building

A771 m² -

B1,023 m² -

C20 m² -

D61 m² -

E117 m² -

F154 m² -

G1,867 m² -

H Shuttering to sides of reinforced concrete for core walls 828 m² -

I213 m² -

Shuttering to sides of plain concrete foundations 500 mm thickness

Shuttering to sides of reinforced concrete foundations 600 - 1100 mm high

Shuttering to sides of slab on grade plain concrete 50 mm high

Shuttering to sides of slab on grade reinforced concrete 150 mm high

Shuttering to sides of plain concrete footings for retaining wall RW1 500 mm high

Shuttering to sides of reinforced concrete footings for retaining wall RW1 600 mm high

Shuttering to sides of reinforced concrete for retaining wall RW1 6100 mm high

Shuttering to soffits and sides of ground beams plain concrete 100 mm high


C-Concrete Work 67


J1,142 m² -

K Shuttering to soffits and sides of beams 300-1200 mm high 740 m² -

L Shuttering to sides of columns reinforced concrete 1,372 m² -

M5,846 m² -

N Shuttering to soffits and sides of flat roof slabs 120 mm high 1,738 m² -

O117 m² -

P9 m² -

Q Shuttering to soffits and sides of stairs 199 m² -

Carried forward -

Brought forward -

Utilities Building

AShuttering to sides of plain concrete foundations 300 mm high 38 m² -

B57 m² -

C7 m² -

D14 m² -

E58 m² -

F190 m² -

G223 m² -

H131 m² -

I Shuttering to soffits and sides of solid slabs 160 mm high 0 m² -

Shuttering to sides of ground beams reinforced concrete 800 -100 mm high

Shuttering to soffits and sides of upper ground slab 400 mm high

Shuttering to soffits and sides of stairs flat roof slabs 200 mm high

Shuttering to soffits and sides of core flat roof slabs 200 mm high

Shuttering to sides of reinforced concrete foundations 500 mm high

Shuttering to sides of slab on grade plain concrete 100 mm high

Shuttering to sides of slab on grade reinforced concrete 200 mm high

Shuttering to soffits and sides of ground beams plain concrete 100 mm high

Shuttering to sides of ground beams reinforced concrete 500 - 800 mm high

Shuttering to soffits and sides of beams reinforced concrete 500 - 800 mm high

Shuttering to sides of columns reinforced concrete 5950 mm high


C-Concrete Work 68


J Shuttering to soffits and sides of solid slabs 200 mm high 255 m² -

K Shuttering to sides of parapet 113 m² -

L Shuttering to sides of electrical trench wall 96 m³ -

Water Tank

M Shuttering to sides of plain concrete foundations 100 mm high7 m² -

N Shuttering for reinforced concrete raft 500 mm high 35 m² -

O Shuttering to reinforced concrete for tank walls 1,398 m² -

P Shuttering for reinforced concrete tank roof slab 300 mm high 201 m² -

Q 4 nr


Pre-Cast Concrete removable units 200mm thick over pump room


D-Masonry 69


Section D - Masonry

D1 - Generally

D2 - Walls and piers

Main Building

A Concrete hollow block wall 200 mm thick 270 m³ -

B Concrete solid block wall 100 mm thick 550 m² -

C Concrete solid block wall 100 mm thick, fire rated 2 hour 480 m² -

D Concrete solid block wall 200 mm thick, fire rated 1hour 26 m³ -

E Concrete solid block wall 100 mm thick, fire rated 1 hour 500 m² -

Utilities Building

F Concrete hollow block wall 200 mm thick 0 m³ -

G Fluted external brick wall 178 m² -

H 200mm blockwork internal partitions 114 m² -

I 300mm blockwork cavity wall (100mm cavity) 37 m² -

J Gypsum moveable partition 7 m² -


D-Masonry 70




E-Metalworks 71


E1 - Metal Work General

Generally;

This bill is to be read in conjunctionwith all other tender/contract

documents;A

B

C

D All space frame steel structure should be fire rated for 1 hour

E

F

The contractor shall submit all design calculations and details for all connections of steel members, detailed shop drawings prepared by specialized company for steel construction.

Structural steel members shall be standard grade ST 37 conforming to Egyptian standard No. 260 unless notes otherwise

All bolts material shall be standard grade ST 37 conforming to Egyptian standard No. 205, 2001 unless notes otherwise

Fabricate ladders for locations shown, with dimensions, spacings, details, and anchorages as indicated.

Comply with ANSI A14.3, unless otherwise indicated

Fabricate handrails and railings to comply with requirements indicated for design, dimensions, member sizes and spacing, details, finish, and anchorage, but not less than that required to support structural loads.


E-Metalworks 72



E2 - Structural Metalwork

Generally;



documents;

Main Building

Structural steel Grade 43 (S275)

A Structural steel columns 79.79 t -

B Portal frame (roof) 89.13 t -

C Flat roof frame (roof) 60.48 t -

D Elevation steel work 9.62 t -

E Elevation cladding steel work 26.67 t -

F Feature tower steel work 5.54 t -

G Base plates 3.70 t -

H Edge plates 2.10 t -

Structural steel Grade 52 (S355)I Structural steel columns 18.25 t -

J Flat roof frame (roof) 26.70 t -

K Elevation cladding steel work 0.86 t -

L Feature tower steel work 3.43 t -

M16.31 t -

N Purlin type P1, Multi beam 200/160 at inclined roof 2,694 m -

O 326.27 t -

rate includes fabrication, shipping, custom duties, and erection on site

Structural steel for connection, high strength bolts grade 10.9, ordinary bolts steel Grade 37, Anchor bolts steel Grade 52, splices an alike.

Intumescent paint for exposed steel structure which is not concealed


E-Metalworks 73


Carried forward -

Brought forward -

A Aluminum box section 100X200 mm at elevation 105 m -

B Aluminum box section 150X600 mm at elevation - PPC 119 m -

C Aluminum composite cladding at elevations 1,015 m² -

D Stainless steel cladding over structure steel at elevations 105 m² -

E Stainless steel handrail height 1000 mm 125.00 m -

F 1,708 m² -

G5,285 m² -

H 312 m² -

I 47 m² -

J 12 m² -

L4,060 m² -

M

160 m² -

N

340 m -

Utilities Building

K

1 nr -

Corrugated sheets for flat concrete roof as shown on Detail 3 drawing CFC/ECG/CR007/SB/DRG/000209

Sandwich panels 100 mm thick including fixation to steel sub-structure and any other required item to finish the work, at elevations

Structural glazing system all as specified and as shown on drawings - Glass type GL01

Structural glazing system all as specified and as shown on drawings - Glass type GL02

Structural glazing system all as specified and as shown on drawings - Glass type GL02 - horizontal

Sandwich panels 100 mm thick, for roofing including steel sub-structure, fixations & any other required item to finish the work

Metal flashing with stiffeners on elevation fixed to external walls block work as per drawing no (CFC\ECG\CR007\AE\DRG\00301)

Galvanized steel flashing for roof 0.7 mm thick, sheets shall be secured to horizontal or vertical surfaces and any other required items needed to accomplish the work

Supply and install painted galvanized steel vertical fixed ladder 5300 mm high ,including steel side rails,floor and side brackets,extruded steel treads,anchors and connectors and any other required items needed to accomplish the work as per dwg. No. (DA-5512)


E-Metalworks 74


L

40 m -

M

71 m -


E3 - Non-Structural Metalwork

Generally;



documents;

Utilities Building

A 1 nr -

B 1 nr -

C 1 nr -

D 2 nr -

E 1 nr -

F 1 nr -

Water Tank

G Access hatches 800 x 800mm 6 nr -

H SS Ship Ladder 5600mm high 3 nr -

I SS Ship Ladder 4550mm high 2 nr -

J Galvanised steel ship ladder 1700mm high 1 nr -

Checkered plate cover 800 mm width the thickness shall not be less than 6 mm. Raised lugs shall be diamond shaped and shall have an angled and opposed pattern.

Galvanized steel flashing for roof 0.7 mm thick, sheets shall be secured to horizontal or vertical surfaces and any other required items needed to accomplish the work

Steel louvers type (1) , size (2800X1000) , Sand trap movable louvers

Steel louvers type (2) , size (1800X1000) ,Sand trap with motorized damper






E-Metalworks 75




R-Electrical Eng Installations 76

Item Qty Unit Rate

R2 - MAIN CIRCUITS

Generally;



documents;

Utilities Building

22KV, Equipment

A 22 kV Ring main unit (RMU) 1 nr

B8 m

Low Voltage Switchboards

C Main distribution board (MDB) 1 nr

D Main distribution board (EMDB) 1 nr

External Works

Electrical Work In Connection With Irrigation System

E1 nr

Low Voltage Switchboards

F Distribution board (DB-SI) 1 nr

G Distribution board (DB-PAR) 1 nr

H Distribution board (EDB-PAR) 1 nr

Medium voltage cables, AL/XLPE/STA/PVC, 22kV, 3x240mm2 , + 150 mm pvc conduit

Cabling outside including pull boxes, power supply cables and cabling between solenoids and controller



Item Qty Unit Rate


R3-Sub-main circuits

Main Building

Low Voltage SwitchboardsA Sub main distribution board (SMDB-R) 1 nr

B Sub main distribution board (DBS-S1) 1 nr

C Distribution board (DB-S) 2 nr

D Distribution board (EDB-S) 1 nr

E Distribution board (UP-S) 1 nr

Enclosed Bus AssembliesF

18 m

G18 m

H8 m

I9 m

J9 m

K9 m

L13 m

M7 m

N12 m

O16 m

1000A copper feeder busway system for connection between SMDB-R and Retails.












Item Qty Unit Rate

Carried forward

Brought forward

Utilities Building

L.V. Cables

A (3x95 + 50) mm2 57 m

B (3x120 + 70)mm2 42 m

C 1x70mm2 42 m

D 1x95mm2 57 m

Enclosed Bus AssembliesE

6 m

F ACB; 40 air circuit breaker motorized 3200A 1 nr

600/1000 V, multi core copper conductor, PVC/PVC, cables sizes as the following:

600/1000 V, single core copper conductor, PVC/PVC, cables sizes as the following:

3200A, 380V,55kA, copper feeder busway system for connection between transformer and MDB.



Item Qty Unit Rate


R4-Final sub-circuits and auxiliary installations

Main Building

Wiring for LightingA

297 nr

Lighting Fixtures Lighting fixtures completely installed :

B Type F1 13 nr

C Type F2 19 nr

D Type F2, equipped with 3 hours battery 1 nr

E Type F3 31 nr

F Type F4 138 nr

G Type F4, equipped with 3 hours battery 13 nr

H Type F5 19 nr

I Type F6 5 nr

J Type F7 5 nr

K Type F9 12 nr

L Type F11 25 nr

M Type F13 6 nr

N Type F23 7 nr

O Type F24 3 nr

Wiring of Power OutletsP

58 nr

Q For power socket outlet For SSR 1 nr

Wiring for one interior lighting outlet including wires 3(1x3) mm2, conduits, junction boxes from panel to lighting fixtures and switches outlet

Wiring for one power outlet including, outlet wires 3(1x4mm2), conduits, cable tray, junction boxes, flush floor,trunking, outlet boxes from panel to outlet



Item Qty Unit Rate

R For hand dryer outlet 3 nr

S For FCU unit outlet 5 nr

T For camera unit outlet 9 nr

U For WI-FI unit outlet 3 nr

Carried forward

Brought forward

A Ditto, but using 3(1x6mm2) wires for IT rack outlet 9 nr

Power Outlets FittingsSocket Outlets

B Socket type SO1 13 nr

C Socket type SO2 15 nr

D Socket type SO3 3 nr

E Socket type SO4 8 nr

F Socket type SO5 1 nr

G Socket type SO6 5 nr

H Socket type SO7 10 nr

I Connect to Hand dryer 3 nr

L.V. Cables

J 4x16mm2 300 m

K 4x25mm2 200 m

L (3x50 + 25) mm2 16 m

M (3x35 + 16) mm2 339 m

N (3x70 + 35) mm2 359 m

O (3x240 + 120) mm2 972 m

P 4x25mm2 172 m

600/1000 V, multi core copper conductor, PVC/PVC, cables sizes as the following:

600/1000 V, multi core copper conductor, XLPE/PVC,armoured, cables sizes as the following:




Item Qty Unit Rate

Q 1x16mm2 500 m

R 1x25mm2 16 m

S 1x16mm2 511 m

T 1x35mm2 359 m

U 1x240mm2 256 m

Carried forward

Brought forward

Data Networking Active ComponentsModular Multi-layer Stackable Data switch including:

A

3 nr

B WI-FI access point 3 nr

C IT operation workstation c/w 19" LCD 1 nr

D Local Printer 1 nr

Structured Cabling and switching Network SystemE

9 nr

F6 nr

G

2 nr

H9 nr

I3 nr

J ATM data outlet 1 nr

K Patch panel UTP cat 6, 24 port 3 nr

L Consolidation point box 4 port RJ45 UTP Cat 6 7 nr


- 24x10/100/1000 BaseTX- 2x1000 Base - LX Modules upgradable to 10GbE (without changing the switch)- Redundant power supply- Stacking Cables

RJ45 cat 6 outlet for data including cables, cabling, conduits, pipes, cable trays, pulling boxes, …etc

RJ45 cat 6 outlet for telephone including cables, cabling, conduits, pipes, cable trays, pulling boxes, …etc

RJ45 cat 6 outlet for wall mounted IP telephone including cables, cabling, conduits, pipes, cable trays, pulling boxes, …etc

RJ45 cat 6 outlet for camera including cables, cabling, conduits, pipes, cable trays, pulling boxes, …etc

RJ45 cat 6 outlet for WIFI including cables, cabling, conduits, pipes, cable trays, pulling boxes, …etc



Item Qty Unit Rate

M Wall mounted Fiber Optic enclosure (4 Cores) 13 nr

N Patch cord UTP cat 6, 3 m length for the workstation 8 nr

P Patch cord UTP cat 6, 1.8m 21 nr

Q Patch cord UTP cat 6, 2.7m 42 nr

R Fiber optic 24 cores patch panel LC type (loaded) 4 nr

S Fiber optic 48 cores patch panel LC type (loaded) 1 nr

T Single mode Fiber optic cables (4 cores) 560 m

Carried forward

Brought forward

A Single mode Fiber optic cables (12 cores) 20 m

B5 nr

C Racks 1 item

D Connection with outdoor network 1 item

External Works

Wiring for LightingE

372 nr

F

67 nr


G Type F12 180 nr

H Type F14 109 nr

I Type F15 9 nr

J Type F19 6 nr

K Type F20 3 nr

L Type F21 25 nr

M Type F22 30 nr

Patch cord fiber optic single mode duplex connector LC to LC 3 m length

Wiring for one external lighting outlet including wires 3(1x6)mm2, conduits, junction boxes from panel to lighting fixtures

Wiring for one external lighting outlet including wires 5(1x10)mm2, conduits, junction boxes from panel to lighting fixtures



Item Qty Unit Rate

N Type F** 12 nr

L.V. Cables

O (4x16) mm2 164 m

P (4x25) mm2 164 m

Q 1x16mm2 328 m

Carried forward

Brought forward

Grounding SystemA 1 item

Utilities Building

B Structured cabling and switching Network System1 nr

C 2 nr

Water Tank

Wiring for LightingD

6 nr


E Type F1 6 nr

L.V. Cables

F (4x16) mm2 141 m



Complete earthing system including main earthing networks (power , lightning and clean earth) equipotential bars, cables, taps, bonding,pits, boxes, clamps, rods, covers, cadwelds, exothermic connections, etc & all necessary earthing accessories as per drawings & specs.

RJ45 cat 6 outlet for camera including all cables, cabling conduits, pipes, cable trays, pulling boxes etc

RJ45 cat 6 outlet for telephone including all cables, cabling conduits, pipes, cable trays, pulling boxes etc





Item Qty Unit Rate

G 4 x 16 mm2 138 m

H (3x240 + 120) mm2 67 m

I 1x16mm2 141 m

J 1x16mm2 138 m

K 1x120mm2 67 m

Structured cabling and switching Network SystemL 1 nr


R5-Accessories

Main Building

Lighting SwitchesA Switch type S1 9 nr

B Switch type S2 16 nr

C Switch type S4 12 nr

Load Break SwitchD TYPE LS1 (40A) 1 nr

E TYPE LS1 (63A) 1 nr

F Ditto, as above but (80A) 2 nr

G Ditto, as above but (100A) 1 nr

H Ditto, as above but (125A) 2 nr

I Ditto, as above but (160A) 1 nr

J Ditto, as above but (200A) 1 nr

K Ditto, as above but (320A) 1 nr

L Ditto, as above but (2500A) 1 nr

M TYPE IS2 (63A) 1 nr

600/1000 V, multi core copper conductor, MICA/XLPE/STA/LSHF, cables sizes as the following:


600/1000 V, single core copper conductor, MICA/XLPE/STA/LSUF, cables sizes as the following:

RJ45 cat 6 outlet for telephone including all cables, cabling conduits, pipes, cable trays, pulling boxes etc



Item Qty Unit Rate

N TYPE IS3 (20A) 6 nr

O 63A 3P 1 nr

Utilities Building

Wiring for LightingP

30 nr


Q Type F1 30 nr

Lighting SwitchesR Switch type S2 3 nr

D Switch type S3 4 nr

Carried forward

Brought forward

Wiring of Power OutletsA

13 nr


B Socket type SO2 12 nr

C Socket type SO4 1 nr

Water Tank

Lighting SwitchesD Switch type S2 1 nr

Wiring of Power OutletsE

6 nr

F Ditto, but for industrial power socket outlet wires 5(1x4mm2) 1 nr

G Ditto, but for LBS outlet for overhead crane wires 5(1x4mm2) 1 nr







Item Qty Unit Rate

H Socket type SO2 5 nr

I Socket type SO8 1 nr


R6-Control GearGenerally;This bill is to be read in conjunctionwith all other tender/contractdocuments;Main Building

Lighting Control PanelsA (LCP) Equipped with 29 push buttons (ON-OFF) & indication lamps 1 nr

Fire Alarm SystemB Intelligent addressable Fire alarm control panel (3 loops) 1 item

C System printer 1 nr

D Automatic telephone dialer 1 nr

E Addressable smoke detector 23 nr

F Monitor module connected to fire lighting flow switch 10 nr

G Monitor module connected to fire lighting flow per suite 10 nr

H Fire alarm interface unit 6 nr

I Addressable manual station 6 nr



Item Qty Unit Rate

J Siren 6 nr

K Strobe light 6 nr

L Control module 9 nr

M Ditto but weatherproof 3 nr

N Monitor module 3 nr

O Addressable smoke detector above false ceiling 12 nr

P Ditto but weatherproof 6 nr

Q Signal control Module 3 nr

R Fault isolation module 1 item

S Connection with outdoor network 1 item

Spare partsT Addressable smoke detector 3 nr

U Addressable manual station 1 nr

V Siren 1 nr

Carried forward

Brought forward

A Strobe light 1 nr

B Control module 1 nr

C Monitor module 1 nr

D Signal control Module 1 nr

Building Management System (BMS)E

1 item

F 2 nr

G Dot matrix printer 1 nr

H A4 laser printer 1 nr

I

1 item

Main BMS redundant hot standby servers c/w all hardware, software, protocol interfaces and all necessary accessories

Computer workstation c/w 19" LCD, keyboard, mouse, interfaces and all necessary accessories

Direct Digital Controller (DDC) and local (Automatic) control panel c/w interfaces to BACnet/TCP/IP protocols to cover all required as per input/output points schedule



Item Qty Unit Rate

J1 item

K1 item

L Field devices as per input/output data summary point schedules 1 item

M Connection with outdoor network 1 item

Utilities Building

Automatic Transfer SwitchN 380V,4P, 400A, ATS 1 nr

Fire Alarm SystemO Addressable smoke detector 4 nr

P Weatherproof Addressable manual station 1 nr

Q Weatherproof Siren 1 nr

R Weatherproof Strobe light 1 nr

D Control module 2 nr

T Monitor module 7 nr

U Signal control Module 1 nr

Carried forward

Brought forward

A Fault isolation module 1 item

B Connection with outdoor network 1 item

Spare partsC Addressable smoke detector 1 nr

Building Management System (BMS)D

1 item

E1 item

F1 item

G Field devices as per input/output data summary point schedules 1 item

Gateway c/w integration protocols BACnet/TCP/IP and covered required points as per input/output points schedule

Integration/interface with third party systems as per specifications and system architecture

Direct Digital Controller (DDC) and local (Automatic) control panel with interfaces to BACnet/TCP/IP protocols to cover all required as per input/output points schedule

Gate Way with integration protocols BACnet/TCP/IP and covered required points as per input/output points schedule




Item Qty Unit Rate

External Work

Fire Alarm SystemJ

17 m

K 4 x Ø55mm for utility entrance 6 m

L4 m

M 2 x 110 UPVC ducts 126 m

N 3 x 110 UPVC ducts 100 m

O Hand holes 10 nr

P Single Mode Fiber Optic cable (24 Cores - outdoor type) 450 m

Q Single Mode Fiber Optic cable (4 Core - outdoor type) 280 m

Main BuildingR Utilities Building 110 m

S ditto of item 4 except 3x55 12 m

Irrigation Programme ControllerT 12 Stations 1 nr

Carried forward

Brought forward

Water Tank

Load Break SwitchA TYPECS1 (20A) 1 nr

B TYPELS2 (20A) 30v 3phase 1 nr

Fire Alarm SystemB Addressable Smoke Detector 2 nr

C Weatherproof Monitor module 24 nr

D Weatherproof control module 3

E Fault isolation module 1 item

F Connection with outdoor network 1 item

Concrete duct bank including No. of (4 x Ø55mm) UPVC conduits directly buried encased with reinforced concrete for road crossings including warning taps, spacers and all related civil works (excavation, refilling..etc)

(6xØ55mm) UPVC conduits for building entrance directly buried including warning taps, spacers and all related civil works (excavation, refilling..etc)



Item Qty Unit Rate

Building Management System (BMS)J

1 item

H1 item

I1 item

J Water Tank 1 item


R7-Equipment

Main Building

UPS SystemA 30 kVA, 380/380V, 15 minutes, with sealed lead acid 1 nr

IP Closed Circuit Television System (IP-CCTV)B CCTV management server 1 item

C Network Video Recorder unit/server 1 item

D Workstation c/w 19" LCD 2 nr

E Local Printer 1 nr

Direct Digital Controller (DDC) and local (Automatic) control panel with interfaces to BACnet/TCP/IP protocols to cover all required as per input/output points schedule

Gate Way with integration protocols BACnet/TCP/IP and covered required points as per input/output points schedule




Item Qty Unit Rate

F Indoor fixed IPCCTV camera (wall mounted type) 8 nr

G Outdoor fixed dome IPCCTV camera 1 nr

Spare partsH Indoor fixed IPCCTV camera (wall mounted type) 1 nr

Public Address SystemI Audio Mixer (8x1) 1 item

J Paging microphone (1 zone) 1 nr

K Surveillance and automatic changeover unit 1 nr

L Digital Message recorder 1 nr

M Monitor panel (1 zone) 1 nr

N Power amplifier 240 watt 2 nr

O CD player (5 Discs) 1 nr

P FM/AM tuner 1 nr

Q Ceiling speaker (6 watt), fire rated 25 nr

R Rack 1 item

Spare parts S Ceiling speaker (6 watt), fire rated 2 nr

Utilities Building

Distribution TransformerT Dry type, Dyn11, 22/0.4kV. 2000 KVA 1 nr

Carried forward

Brought forward

Packaged Engine GeneratorA

1 nr

IP Closed Circuit Television System (IP-CCTV)B Outdoor fixed dome IPCCTV camera 1 nr

Stand by diesel generator system 50HZ, 380V, 200 KVA , 1500 rpm



Item Qty Unit Rate




Total (EGP)

-

-

-

-

-

-

-

-



Total (EGP)

-

-

-

-

-

-

-

-

-



Total (EGP)

-

-

-

-

-

-

-



Total (EGP)

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-



Total (EGP)

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-



Total (EGP)

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-



Total (EGP)

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-



Total (EGP)

-

-

-

-

-

-

-

-

-

-



Total (EGP)

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-



Total (EGP)

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-



Total (EGP)

-

-

-

-

-

-

-

-

-

-

-

-



Total (EGP)

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-



Total (EGP)

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-



Total (EGP)

-

-

-

-

-

-

-

-

-

-

-

-



Total (EGP)

-

-

-

-

-

-

-

-

-

-



Total (EGP)

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-

-



Total (EGP)

-

Gleeds Tender Issue Master 05-06-11

Documents

cairo festival

cairo festival

addressable

inputoutput

cairo festival

addressable

direct digital

electrical