Bank of Baroda, Mauritius

Renovation of Bank of Baroda Office Building

MAIN CONTRACT - RENOVATION OF BANK OF BARODA OFFICE BUILDING

VOLUME 1 - Preliminaries & General Requirements

1 General Requirement and Preliminaries (CIVIL) 1 to 42

2 General Requirement and Preliminaries (MEP) 1 to 21

VOLUME 2 - BILLS OF QUANTITIES

3 Builders Work Including External Works & Provisional Sums 1 to 102

4 Mechanical, Electrical & Plumbing Works BoQ 1 to 80

SUB-TOTAL (INCLUSIVE OF VALUE ADDED TAX AT 15%)

TOTAL - TENDER PRICE (INCL. VAT)

TOTAL TENDER AMOUNT IN WORDS (INCL. VAT): ……………………………..…………………………………………………………………………..

GAURAV Digitally signed by GAURAV

RAVINDRA GAIKWAD

GAIKWAD IST

RENOVATIONS TO BANK OF BARODA

MEP INSTALLATIONS

MEP GENERAL CONDITIONS

RENOVATIONS TO BANK OF BARODA

MEP INSTALLATIONS

MECHANICAL, ELECTRICAL, WET SERVICESAND OTHER SERVICE INSTALLATIONS

Testing, Commissioning and Operating of Plant

A In order that the inspections and tests may be carried out in a through and logical

manner, the Contractor shall prepare an itemised check list against which the

installation is to be inspected and tested. The checklist shall be submitted to the

Employer’s Personnel / Engineer for approval prior to the commencement of the

B The checklist shall be completed and certified to the effect that the quality of

installation meets all the requirements of the specifications. Itemised check lists

and test certificates shall be endorsed and submitted as and when completed, to

the Employer’s Personnel / Engineer who might afterwards carry out spot checks

at his own discretion

C The Employer’s Personnel / Engineer may also decide to witness performance

tests being carried out by the Contractor. They should then be informed of the

intention of carrying out such tests at least one week in advance.

D The Employer’s Personnel / Engineer shall at the appropriate time arrange to

carry out acceptance tests on the completed installation or part thereof. If faults

and defects are upon verification discovered in the installation a list of these

shortcomings shall be given to the Contractor who shall forthwith rectify them and

issue a further test certificate endorsed RE-TEST. Subsequent inspections after

the second one which may have to be made by the Employer’s Personnel/

Engineer for the same shortcomings shall be at the expense of the Contractor.

Any list issued to the Contractor, in connection with shortcomings in the

installation shall not be regarded as final, but only as assistance given to the

E The Contractor shall submit full testing and commissioning procedures for each

component and for the entire system.

D The following will be included:-

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MEP INSTALLATIONS

a) Checking of all safety features of equipment by simulation of overload and

abnormal conditions.

b) Setting of protective devices to stop operation of equipment at overload or

abnormal conditions.;

E Checking of performance of equipment and systems by simulation through the

range of maximum to minimum operating conditions. Relevant parameters

recording of each area shall be made and witnessed by the Employer’s Personnel /

F The Contractor shall also log as part of his commissioning the current measurable

parameters at all required points, to demonstrate that the systems are performing

according to the relevant Standards and Design Parameters. To that effect, all

the necessary instrumentation and sensing points will have been built-in, to

generate simultaneous recordings where this is deemed necessary by the

Employer’s Personnel / Engineer.

G All tests shall be recorded in a field test report for insertion in the operating and

maintenance manual. Values of voltage and amps shall be recorded and marked

on instruments as appropriate.

A The Contractor shall provide all labour, supervision and equipment required for

testing, commissioning and operating the plant. The Employer may assign

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MEP INSTALLATIONS

operating personnel as observers, but such observation time shall not be counted

as instruction time. The Contractor shall provide fuel oil for the testing and

commissioning of the generators.

B The Contractor’s operator(s) shall be fully conversant with the operation and

experienced in running similar INSTALLATION. The Subcontractor shall train the

Employer’s operator(s) to enable them to be responsible for and capable of

operating the plant.

C The Contractor shall have made due allowance for payment of all services and

utilities that are required for his tests.

D The Employer’s Personnel/ Engineer reserves the right to obtain the services of an

outside firm specializing in such work if, in his opinion, the

Contractor/Subcontractor does not properly, or in the available time, carry out

E The Contractor shall carry out all works using the appropriate tools. He shall also

provide any specialized tool, which in the opinion of the Employer’s Personnel /

Engineer is necessary for carrying out the work properly.

F All tools shall be in perfect condition and safe for operation by the workmen, to

the satisfaction of the Consultant.

G Tools shall be equipped with protecting guards as necessary and working helmets,

gloves, masks, protective goggles and the like shall be provided for the safety of

the working personnel.

H Connection of electric tools to the power supply shall be by means of proper

flexible cable with an earth conductor where required using proper unbreakable

plugs and sockets.

I Extension leads where necessary shall be by means of tough flexible cables of

suitable size for the load to be served and shall be connected to the source of

supply through connection units with compression glands or through heavy duty

plugs and sockets as appropriate.

J Power supply shall be taken from proper site distribution boards provided indoors

or suitably conditioned to withstand adverse atmospheric conditions when

provided outdoors.

A Each tool or equipment shall be served through independent connecting units and

shall be protected against accidental electrocution and short circuits by suitable

human safety units of the appropriate rating and sensitivity such as Residual

Current Circuit Breakers.

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MEP INSTALLATIONS

B Irrespective of such protection, an efficient earth connection shall be provided.

C Site distribution systems and cables shall always be in perfect condition over the

entire period of the Contract, and any accidental damage to a cable, shall be

efficiently repaired without delay.

Testing Instruments

D The Contractor shall provide all the necessary testing gear for carrying out all

verifications and tests over the entire Contract period and after the completion of

the installation.

E The testing instrument shall be made available whenever required and at short

notice, to the Employer’s Personnel /Engineer.

Site Communication System

F The Contractor shall make available on site to the Employer’s Personnel/ Engineer

as and when requested, a pair of portable radio communicating sets (walky-

talkies) or other appropriate communicating device.

G The sets shall be light and handy and in perfect working condition and shall

provide communicating possibility over the entire Site and/or throughout the

H The sets shall be used at the discretion of the Employer’s Personnel / Engineer

over the contract period but more precisely over the pre-commissioning periods

and when carrying out inspections. After the handing over and during the defects

liability period, the sets shall be made available at short notice as requested by

the Employer’s Personnel / Engineer as above.

Practical Completion of Service Installation Work

A Practical Completion of the service installation works will occur after the

following procedure has been certified by the Employer’s Personnel / Engineer as

having been carried-out in accordance with the specifications:-

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MEP INSTALLATIONS

1. Physical completion has been reported to the Employer’s Personnel / Engineer

by the Contractor, and all defects make good and the Employer’s Personnel /

Engineer has given approval for “start-up”.

2. “Start-up” has taken place.

3. Commissioning and testing has taken place as specified and test results have

been witnessed (where required), recorded and approved by the Employer’s

Personnel / Engineer.

4. Three sets of “as built” drawings, on plastic foil and on CD have been

furnished to the Employer’s Personnel / Engineer at the time of the Sectional

Taking Over. These shall comprise the “Shop Drawings” as specified above

embodying all modifications made during construction, and further system

diagrams indicating the intended functioning, capacity data and control

functioning of all systems. For these latter drawings, the Contractor may, if

he so desires, obtain plastic negative of the System diagrams for updating if

5. The specified five copies of indexed loose leaf manuals containing complete

Operating and Maintenance Instructions have been furnished to the Engineer

6. The Contract works shall be completed to the entire satisfaction of the

Employer’s Personnel / Engineer and all unused materials, tools, plant,

equipment, temporary buildings which are not the property of the Client,

shall be removed from the site which shall be cleaned of all rubbish and waste

materials and delivered up clean and tidy on or before the scheduled date of

completion but not later than 15 days from the certified date of completion.

Final Completion of the Service Installation Works

A The works shall be considered to have been completed to its Final State only

after the following will have been Ascertained, Recorded or Certified by the

Employer’s Personnel / Engineer or other Representative of the Employer:

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MEP INSTALLATIONS

1. When so reported formally by the Contractor.

2. When start-up, Testing and Commissioning of the entire works will have fully

taken place as per specifications and test results and certificates will have

been formally issued to the Employer’s Personnel / Engineer in compliance

with the specifications and the relevant Safety Regulations as applicable to

3. When all snags or defects either identified by the Architect / Engineer or by

the Contractor himself as part of his contractual obligations, will have been

attended to, corrected and completed to the full satisfaction of the

Employer’s Personnel / Engineer.

4. When all the sets of Operating/Maintenance/Owners Manuals (where

applicable) and As-Built Drawings/Negatives/Sepias, will have been handed

over to the Consultant who will have prior to such handing over, satisfied

himself that such documentation is in full compliance with the requirements

of the Contract.

5. When the Employer’s Personnel / Engineer will have issued a Final Completion

as deemed opportune and appropriate by him, after being fully satisfied that

the Contract has been totally fulfilled and completed as per the

specifications and the Contract Documentation

6. When all unused materials, tools, plant, equipment, temporary buildings

which are not the property of the Client, will have been removed from the

site, which shall have been cleaned of all rubbish and waste materials and left

in a clean and tidy state, on or before the scheduled Final Date of

Completion, but not later than 15 days after the formal handing over to the

Record Documentation

A The Contractor shall supply to the Employer’s Personnel / Engineer, as a pre-

requisite to the start-up of preliminary handing-over visits comprehensive record

documents already approved by the Employer’s Personnel / Engineer. The

Contractor is advised that great importance will be placed upon quality, accuracy,

clarity and completeness of the record documents and upon their being made

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MEP INSTALLATIONS

available promptly.

B The Contractor shall demonstrate from time to time, as required by the

Employer’s Personnel / Engineer throughout the execution of the works that

adequate and accurate records are being kept such as will ensure the ultimate

completeness and accuracy of the record documents and that the record

documents are themselves being progressively compiles as the work on site

C The Contractor shall maintain on site a complete set of progress drawings to

indicate the progress and extent of the installation works.

D These drawings shall be up-dated on a weekly basis and shall be available for

inspection by the Employer’s Personnel / Engineer at all times.

E Progress drawings shall be up-dated to indicate complete services works prior to

the covering-up of services by ceiling tiles, ceiling panels, access covers, duct

F Record documents shall comprise the following, all as described in this

Specification:-

a) Operating and Maintenance Manuals

b) As-built drawings

Plantroom Instructions

G Diagrams and Drawings under frame and glass, shall be provided in each

plantroom and shall show in large scale complete outlines of the corresponding

system or service with all devices and components correctly located and identified

with piping and wiring diagrams and layouts clearly and neatly drawn. Full

Operating Instructions of the Plants and Systems shall also be included.

H The diagrams shall state, where applicable, the normal, maximum and minimum

instrument readings, the control points, scale settings, true settings, differential

bands, throttling ranges, time delay and overload settings (actual and scale) and

other relevant variable and adjustable items to permit checking and adjusting of

each instrument, control and motor function.

Operating and Maintenance Manuals

A Four weeks before the date of the preliminary handing-over visits the Contractor

shall hand over a draft copy of each operating and maintenance manual to the

Employer’s Personnel / Engineer for comment.

B The draft copy of each manual shall conform to the required format required by

this specification to enable all relevant comments to be made by the Employer’s

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MEP INSTALLATIONS

Personnel / Engineer.

C Four copies of the final approved manual are to be provided at each Sectional

Taking Over. Three of these copies shall be passed to the employer’s

maintenance department, who after receiving the manual shall be trained in the

operation and maintenance of the plant by the Contractor.

The manual shall be arranged as follows:-

Part I: Systems

This part shall be sub-divided into the different services shown on the diagrams

and drawings as detailed in the system’s description and specifications and

forming part of the Contract.

The following check list shall be used for indexing and sequencing of the relevant

A. Description Information

1 Function or service

2 Classification and Coding

4 Performance characteristics

5 Principal components

6 Distribution arrangements

7 Schematic diagram

8 Control diagram

9 Equipment data

(a) Manufacturer and model

(b) Size and rating

(c) Pressure, speed and temperature limitations

B. Operating Procedures

1 Starting and stopping procedure.

2 Emergency Shutdown procedure.

3 Abnormal or emergency operating procedures

4 Means and procedures for making safe dangerous plant

5 Operational precautions on known hazards

6 Instructions on fault finding and malfunction or equipment failure

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control sequences for all systems installed.

7 Adjustment and regulation

8 Logs and records

PART II: Equipment

This part shall be sub-divided as detailed in the specification. The following

check list shall be used in indexing and sequencing the manufacturer’s

information and results of final test data.

A. Descriptive Literature

1 Catalogue cuts, brochures or shop drawings

2 Dimensional drawings and ‘As-built’ Drawings

3 Materials of construction

4 Parts of designation

B. Operating Characteristics

1 Performance tables, charts or curves and marked operating point or

2 Pressure, temperature and speed limitations

3 Safety devices and settings

C. Operating Instructions

1 Pre-start checklists

2 Start-up procedure

3 Inspection during operation

4 Adjustment and regulation

5 Testing

6 Detection signals

D. Inspection Instruction and Procedures

1 Normal and abnormal temperatures, pressure and speed limits.

2 Schedule and manner of operation

3 Detection signals

E. Maintenance and Instructions and Procedures

1 Schedule of routine maintenance, including detail to frequency of

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MEP INSTALLATIONS

inspection, examinations, test and maintenance to keep equipment in a

safe and efficient working order. Guidance shall be given on the nature

of deterioration and defects to be looked for.

2 Procedure for dismantling and re-assembly, replacements, adjustments,

calibration, part testing, identification list, special tools, test

equipment & auxiliary services, hazards and precautions to be taken

and fault finding routines.

3 Trouble shooting charts.

F. General Parts Lists

The schedules shall locate and detail the design and actual operating

conditions, detail the replaceable assemblies. Sufficient information

shall be provided to identify each item, together with the source of

supply, ratings, dimensions and appropriate standards. Equipment

schedules shall include the name and address of the manufacturer,

reference number, name and address of supplier, order number, date

of purchase. A separate parts list shall be provided for each item

detailed in the equipment schedule.

G. Spare Parts

1 Essential spares to be stored by building owner.

2 Spares stored by Contractor

H. Supplier Data

I. Maintenance and Service Contracts

J. Site Test Reports

K. Record Drawings and Test Certificates

L. Emergency Measures

If necessary, due to the number of drawings, which have to be included

in the manual, each drawing shall be photographically reduced in size

to suit the manual. The drawings shall be as detailed earlier.

A The manual shall conform to the following minimum standards:-

(a) The covers shall be substantial, of adequate size, distinctive and of sufficient

strength to protect the contents for the life of the installation. The method

of binding shall give a permanent anchorage along the left hand side whilst

allowing the text to be flat without damage to the spine.

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(b) The manuals shall be prepared on approved typeface on top quality A4

suitable for direct insertion into the manuals.

(c) The front cover and where appropriate the spine, shall have the following

information clearly displayed in permanent lettering:-

(i) Name of logotype of the Client.

(ii) Name of the building and details of the services included in the manual.

(iii) A volume number where the manual runs to more than one.

(d) The title page shall contain the following:-

(i) Title of the building.

(ii) Services referred to in the manual

(iii) Full name and address of the Client.

(iv) The author’s reference number of the manual.

(v) Date of completion and date of hand-over of the services to the Client.

(vi) Date of issue.

(vii) Name and address of manual author.

(e) The preliminary pages should contain:-

(i) Full name, address and telephone number of the Engineer.

(ii) Full name, address and telephone number of the Contractor and all

Subcontractors.

(iii) Any limitations on the use of the manual.

(iv) Record of amendments to the manual.

(v) Contents list.

(vi) Description of how to use the manual.

(vii) List of all supplementary documents.

(f) Each section of the manual shall be divided by a stiff divider of the same size

as the holder. The divider shall be labelled to identify the section of the

manual, which is following.

(g) All pages comprising the manual shall be subsequently numbered

according to each section (i.e.: Part I, Section A, B, Part II,

Section A, B, C etc…)

Routine Maintenance & Inspection Service if applicable

A The annual premium to be claimed for carrying out routing inspection and service,

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shall be as provided in the Tender.

B The proposed scheme should be in the form of broken down list of proposed

interventions with corresponding rates in such a way that the Client may if desired

omit certain operations or alter the frequency of intervention.

C During adjudication of tenders, due consideration shall have been given to the

maintenance facilities offered and to the spares and service organization of the

Contractor on which full particulars must have been provided.

D The Contract shall be renewable at the end of that period for consecutive periods

of 12 months at the discretion of the Client and any increase in the premium shall

be mutually agreed between both parties, it being understood that such increase

shall have to be fully justified by the Contractor and shall be calculated from

initial quoted rates.

As-built Drawings

E Four weeks (minimum) before the start-up of preliminary handing-over visits, the

Contractor shall hand over a draft copy of every as-built drawing to the Engineer

for comment. All progress drawings shall be submitted together with the draft as-

built drawings.

F Preliminary prints of ‘As-Built’ Drawings shall be submitted to the Engineer who

shall endeavour to establish the correctness of the drawings. However,

verification of ‘As-built’ Drawings by the Engineer shall not relieve Contractor of

his responsibility for any deviation from reality, which may be discovered at a

later date, even after the Maintenance Warranty and Defects Liability Period.

A He may be requested at any time to make the necessary corrections and all

expenses incurred to do so shall be at his charge. He may also be liable at

common law for any prejudice or inconvenience that such error may have been

caused to the Employer , Employer’s Personnel / Engineer. Whenever possible a

transparent copy of the Architect or Engineer’s drawing shall be used for the

preparation of an ‘As-built’ Drawing and the Engineer shall supply the required

transparency against payment at prevailing cost. If ‘As-built’ variations cannot be

clearly shown thereon, it shall then be the Contractor’s responsibility to prepare

the necessary transparencies, which shall provide the appropriate information.

B Draft as-built drawings in this context refers to as-built drawings that have been

prepared on the basis of the progress drawings but which shall be complete in all

instances including reference numbers except for such modifications as may be

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found necessary during commissioning/acceptance tests, hand-over procedures,

C Final draft as-built drawings shall be handed-over to the Engineer for comments

within fourteen days of successful acceptance tests/handover procedures, etc.

These drawings shall incorporate any modifications found necessary.

D In addition, and complementary to the draft as-built drawings, the Contractor

shall provide the following of each drawing within a calendar month of the

contract completion date:-

(a) 1 set of CD for CAD reproduction and worked through the latest AutoCAD

E As-built drawings shall show to the approval of the Engineer the work as

completed and shall record the following (as applicable):-

(i) The location, including level if buried, of public service connections

provided within the contract, whether installed by the Subcontractor or

the appropriate Authority, together with the points of origin and

termination, size and materials of pipes, line pressure, flow and other

relevant information.

(ii) The layout, location and extent of all piped services showing pipe sizes,

together with all valves for regulation, isolation and other purposes, drain

cocks, test points, gauges, flow or pressure switches and other

(iii) Location, identity, size and details of all apparatus and controls

equipment served by, or associated with, each of the various services.

(iv) The location and identity of each room including space housing plant,

machinery or apparatus.

(v) All necessary sections, elevations, isometrics and schematics of the plant

(vi) Control and wiring diagrams shall be provided incorporating details of

each instrument and equipment item and written description of the

sequence of operation of each system. All diagrams shall include full

details of internal panel wiring and connections to field mounted items.

(vii)Layout, location and extent of Electrical switchgear, distribution boards,

cables and termination points.

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(viii) Detailed general arrangements of all switchgears, riser cupboards,

service trenches, transformer chambers, generator rooms and other plant

or apparatus, including the location, identity, manufacturer, size and

rating of each apparatus

(ix) Shop and As-Built Drawings from Manufacturers, Suppliers and Other

Subcontractors if related to the Contract, shall also be supplied.

A The as-built drawings as described shall be drawn out in ink on best quality tracing

paper on the international A series sizes. All lettering shall be in ink with all

titles, headings, etc. stencilled in height not less than 5mm; all other lettering

shall be stencilled.

B Each record drawing shall show the following information:-

(a) The name of the contract, and where appropriate, the zone and floor

(b) Description of drawing, drawing number and scale.

(c) Name and address of the Contractor and the engineer.

C The completed drawings shall be signed by the Contractor as as-built drawings,

and shall be submitted to the Engineer at the same time as the operating and

maintenance manual is handed over for comment.

D Each as-built drawing shall include the words “As-built Drawing” in 18mm

stencilled upper case lettering in the bottom right corner adjacent to the title

Training of Personnel

E The tendered shall allow for the training of the Client’s personnel until the point

where they will be fully conversant with the installation

A The Contractor shall be responsible to plan the training scheme, in consultation

with the Client.

B The period of liability of the Contractor on any portion of the installation, shall be

governed by any Defects Liability period or Guarantee applicable to the

INSTALLATION and equipment, whichever is later.

Liability for Installation and Maintenance of Equipment & Associated

Components Supplied by the Employer

C When the Employer decides to order any piece of equipment or component of

installation from any source of his choice and in direct relation with the Contract

Works covered by the Contract and to entrust the installation of such equipment

or component to the Contractor, the latter which shall be deemed to be a

Specialist in the field, shall unless otherwise instructed, be responsible for taking

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delivery of the equipment and installing same in full accordance with the

instructions of the Supplier/Manufacturer, taking all the recommended

precautions for the proper and safe operation of such equipment or component.

D The Contractor shall therefore be responsible of the commissioning of the

equipment or component with the assistance of a Technical representative of the

Supplier/Manufacturer, as considered necessary by the Client or appointed

Consultant, and of the handing over of such equipment or component in perfect

condition of operation and appearance and to the entire satisfaction of the Client

E The Contractor shall subsequently be responsible of providing Post Contract

Maintenance & Repair service on equipment supplied by the Client/Employer and

of liaising with the relevant Supplier/Manufacturer for any technical information

or for obtaining parts to carry out any repair.

F When any Contract or Post Contract intervention of the Contractor was to fall

under the normal or any extended terms of the Guarantee of the

Supplier/Manufacturer as may have been established at time of order by the

Client, the Contractor shall carry out any repair or making good intervention as

instructed by the Client or Service Engineer and the cost of such repair shall be at

the charge of the Client who shall take the necessary steps to recover such costs

from the Supplier/Manufacturer.

A However, the Contractor shall make good at his own expense within the Contract

or Post Contract liability period, and following written or verbal instructions from

the Client or Consultant, any fault, defect, shrinkage or other which may appear,

arising in the opinion of the Engineer, from the negligence, lack of expertise and

incompetence of the Contractor or from the use of bad quality installation

materials or from bad workmanship, not in accordance with the

Supplier’s/Manufacturer’s instructions or not complying to the drawings, contract

documents and approved standards or instructions of the Service Engineer.

B In case of default of the Contractor to fulfil his obligations under the terms of this

clause, the Employer may employ or pay other persons to amend and make good

such defects, faults or damage and all expenses consequent thereon and

incidental thereto shall be borne by the Subcontractor and shall be recoverable

from him by the Employer or may be deducted by the Employer from any monies

due to that may become due to the Contractor, the whole without prejudice to

the rights of the Employer at Common Law.

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C The period of liability of the Contractor on any portion of the installation, shall be

governed by any Defects Liability period or Guarantee applicable to the

INSTALLATION and equipment, whichever is later.

D Duties and Powers of the Employer’s Personnel / Engineer

1 Employer’s Personnel / Engineer’s Duties

The Engineer shall have the duties assigned to him by the Employer in

accordance with the conditions of engagement submitted by the Employer’s

Personnel / Engineer and accepted by the Employer or as otherwise specified

in a correspondence between the Engineer and the Employer.

If the Employer’s Personnel / Engineer was to provide Services beyond the

Scope of his duties as agreed with the Employer and if this was due to the

Contractor default to comply to the terms of his Contract, the latter shall be

liable to reimburse the Employer any costs incurred by the Employer’s

Personnel / Engineer for providing such additional services as for example:-

(a) Extended attendance on site due to delay for completion of the works

within the Contract period.

(b) The cost of producing Shop/Working drawings and Engineering details,

which should normally have been produced by within the Contractor

within the terms of the Contract.

(c) The cost of any Technical and Engineering assistance provide due to

the absence of the necessary expertise within the Contractor's

The Employer’s Personnel / Engineer reserves the right to submit a claim for

such expenses after giving the Contractor early notice in writing of his

intention to do so with copy to the Employer. Such notice shall be addressed

at least 90 days before putting-up the claim and the Contractor shall be at

liberty to submit objections, if any, to such payment.

If the Employer’s Personnel / Engineer consider that such objections are not

receivable and if after expressing same in writing to the Contractor, the

latter maintains his objections, the Engineer shall be at liberty to apply to the

Employer for the settlement of his claim and the corresponding amount shall

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be deductible from the Contract Sum at the Employer's discretion.

2 Employer’s Personnel / Engineer's Powers

Unless otherwise specified, all instructions to the Subcontractor shall be given

by the Employer’s Personnel who shall have all the powers stated elsewhere

in the Contract.

3 Employer’s Personnel / Engineer's Decisions

The Contractor shall proceed with the works in accordance with decisions,

instructions given by the Employer’s Personnel / Engineer in accordance with

the conditions of the Contract, provided always that:-

(a) If the Contractor shall, without undue delay after being given a

decision, instruction or order otherwise than in writing, require it to be

confirmed in writing, such decision, instruction or order shall not be

effective until written confirmation thereof has been received by the

(b) If the Contractor shall by written notice to the Engineer

within 7 days after receiving any decision, instruction of the Employer’s

Personnel / Engineer in writing or written confirmation thereof, intimate

that he disputes or questions the decision, instruction , giving his reasons for

so doing, either party to the contract shall be at liberty to refer the matter to

Arbitration, but such intimation shall not relieve the Contractor of his

obligation to proceed with the Works in accordance with the decision,

instruction or order in respect of which the intimation has been

given to him. The Contractor shall be at liberty in any such arbitration to

rely on reasons additional to the reasons stated in the said intimation.

4 Responsibility of the Employer’s Personnel / Engineer

The Engineer shall be responsible for the inspection of the Works and for

making sure that the installation generally complies with the specifications of

the Contract. It is not the responsibility of the Employer’s Personnel /

Engineer to instruct the Contractor on how to perform any part of his work.

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The Engineer shall carry out inspections periodically at the frequency and

time that he may judge necessary to satisfy himself that the Works are

executed generally in accordance with his designs and otherwise in

accordance with good Engineering Practice.

Such inspections are not meant to detect all possible errors, deviations or

defects that may have been made by the Contractor or caused by his default

or lack of supervision, and inspection or approval of any part of the

installation by the Employer’s Personnel / Engineer, does not relieve the

Contractor of his obligations to comply with the Conditions of the Contract

and from his liability at Common Law.

Inspection and approval of any part of the installation does not therefore

relieve the Contractor from his obligation to remedy or correct any defect,

deviation or error that may be discovered subsequently, when instructions

shall be given to him by the Employer’s Personnel / Engineer to that effect.

5 Employer’s Personnel / Engineer's

The duties of the Engineer's representative are to watch and inspect the

works and to test and examine any materials to be used or workmanship

employed in connection with the works. He shall have no authority to relieve

the Contractor of any of his duties or obligations under the Contract, nor,

except as expressly provided hereunder, to order any work involving delay or

any extra payment by the Employer nor to make any variation of or in the

The Employer’s Personnel may from time to time in writing delegate to the

Engineer any of the powers and authorities vested in the Employer’s

Personnel and shall furnish to the Contractor a copy of such written

delegations of powers and authorities. Any written instruction or written

approval given by the Engineer's representative to the Contractor within the

terms of such delegation (but not otherwise) shall bind the Contractor and the

Employer as though it has been given by the Employer’s Personnel / Engineer

provided always as follows:-

RENOVATIONS TO BANK OF BARODA

MEP INSTALLATIONS

(a) Failure of the Employer’s Personnel / Engineer's to disapprove

any work or materials shall not prejudice the power of the

Engineer thereafter to disapprove such work or materials and to order the

pulling down, removal or breaking up thereof.

(b) If the Contractor shall be dissatisfied by reason of any

decision of the Engineer he shall be entitled to refer the matter to the

Employer’s Personnel who shall thereupon confirm, reverse or vary such

6 Supervision, Control and Inspection

The Contactor shall extend to the Employer’s Personnel / Engineer or any

person authorised by him all facilities for access to the Works and to the site

and to all workshops of the Subcontractor or other places where Works or

portions of Contract Works are being carried out or prepared in as part with

The Contactor shall provide every assistance in or for obtaining the right to

such access and shall provide all labour, materials and equipment required for

testing, measuring the Contract works, and for weighing proving or testing the

efficiency of any portion or portions of the completed Contract works.

The Contractor shall keep the Employer’s Personnel / Engineer informed of

the progress of the Works and shall submit periodic reports as and when

requested by the Employer’s Personnel / Engineer and in the form specified.

8 Ownership of Drawings and Contract Documents

All drawings, tracings and other documents issued by the Employer’s

Personnel / Engineer for carrying out the Contract Works shall only be used

for the purpose of the Contract and for no other use, and shall not be

divulged to people not concerned with the Contract nor shall they be copied

without the authorization of the Employer’s Personnel / Engineer. They shall

be carefully preserved in good condition and shall be kept at the disposal of

the Architect / Engineer.

The Employer’s Personnel / Engineer reserves the right to request return of

all documents and drawings to him should he consider that these have been

misused or that unethical use have been made of same.

He also reserves the right to take the appropriate legal measures to protect

RENOVATIONS TO BANK OF BARODA

MEP INSTALLATIONS

A Allow for providing reports site diaries and returns as directed.

B Allow for providing progress photographs as directed.

C The Contractor is to provide all necessary particulars as to recesses, chases,

sleeves, etc., required so that they may be correctly built in, in the first place. If

the Contractor fails to do this, the cost of any alterations or cutting will fall upon

Maintenance Manuals

D The Contractor shall obtain and hand over to the Engineer on taking over of the

works any operating and maintenance instruction manuals, data or instructions

required by the Engineer or provided by Manufacturers, Suppliers or

Subcontractors.

Renovation of Bank of Baroda Office Building

BILL No. 1 - DEMOLITION AND MAKING GOOD

ALL REMEASURABLE

The tenderer is referred to the MLC Preambles

(Eleventh Edition) which is to be read in conjunction

with these bills of quantities.

SUPPLEMENTARY PREAMBLES

For Preambles see Interior Designer's, Architect's and

Engineer's specifications.

Tender Drawings

Refer to Architect's and Engineer's drawing registers.

Bills of quantities description

The description of the items in this document is to be

read in conjunction with the drawings and is intended

as a means of locating and identifying the element only

and are not intended as full descriptions and

specifications of these items. Quantities contained in

these Bills of Quantities are indicative only and shall

be assessed on site. Tenderer shall allow for all costs

in connection with the various items taking full

cognisance of the drawings, specifications and the Bills

of Quantities descriptions.

Prices shall include for everything necessary to

complete the works and shall include for all labour,

materials, supervision, propping, underpinning,

additional scaffolding, cartage, etc., necessary to

effect a high standard of finished product.

Carried to Collection Rs

Demolition Works

Renovation of Bank of Baroda Office Building

1. All demolished materials to be carted away off site

unless stated otherwise and shall be deemed to include

loading of debris onto trucks directly from the working

area or, alternatively, from stock piles situated on the

2. All existing stones to be carefully taken off and

store on a suitable location on site to be later re-used

3. All existing doors and windows / timber truss unless

otherwise described below shall get the approval of

the Employer before carting away

4. Asbestos removal by others - Contractor to provide

adequate protection to exposed areas where asbestos

has been removed

5. Contractors are to refer to Architects notes on

drawings and any sample to be approved prior to start

6. Contractors to carry out existing underground

DEMOLITIONS, ETC.

Existing concrete steps at first floor

A Demolish existing concrete building steps including

carefully remove handrail and balustrade (to be

handed to client) including grubbing of foundations /

Steps / floors / columns/ beams / roof / rainwater

pipes / electrical / telephone wiring / lights / switches

/ paver / stone plinth / waterproofing etc. all

complete including preparing and making good all

exposed concrete and block work surfaces including

cutting of visible reinforcement. Contractor to allow

for all necessary propping / support work all complete

and in accordance with Engineer's requirement and

Architect Specification m2 3

Carried to Collection Rs

Demolition Works

Renovation of Bank of Baroda Office Building

A Demolish existing concrete column of 600mm diameter

6,000 m high at main entrance area including grubbing

of foundations / Steps / floors / columns/ beams /

roof / rainwater pipes / electrical / telephone wiring /

lights / switches / paver / stone plinth / waterproofing

etc. all complete including preparing and making good

all exposed concrete and block work surfaces including

cutting of visible reinforcement. Contractor to allow

for all necessary propping / support work all complete

and in accordance with Engineer's requirement and

Architect Specification No 1

External concrete fins

B Demolish existing concrete fins or overall size 1,112mm

x 100mm thick on South elevation and make good

existing surfaces including the treatment of any

exposed reinforcement bars with adequate products all

as per approved methodology from the structural

engineer Drawing No. 2020/BOB/O4-001 and as per

Structural Engineer's . Contractor to allow for all

necessary propping / support work all complete and in

accordance with Engineer's requirement and Architect

C Make good existing concrete fins on North Elevation by

removing any delaminated concrete including all

necessary treatment of any exposed reinforcement

with adequate products. Gaps at exposed

reinforcement areas to be filled with an approved

structural sealant all as per approved methodology

from the structural engineer. Contractor to allow for

all necessary propping / support work all complete and

in accordance with Engineer's requirement and

Architect Specification m 293

Carried to Collection Rs

Demolition Works

Renovation of Bank of Baroda Office Building

Existing metal staircase at first floor

A Demolish existing metal staircase overall size 9,000mm

x 1,200mm wide consisting of 48Nos. steps circular on

plan at first floor including carefully remove handrail

and balustrade. Contractor to allow for the carting

away of the metail staircase and all necessary propping

/ support work all complete and in accordance with

Engineer's requirement and Architect Specification. No 1

Metal balustrade at Second Floor

B Carefully remove existing gms balustrade 1,100mm

high overall to receive new frameless glass balustrade

Block work etc. to Ground, First, Second, Third &

C Demolish existing reinforced concrete / Block wall /

Lintels & Jambs all complete including preparing and

making good all exposed concrete and block work

surfaces including cutting of visible

reinforcement.Contractor to allow for all necessary

propping / support work all complete and in

accordance with Engineer's requirement and Architect

Windows and Doors to Ground, First, Second, Third

& Fourth Floors.

1. All items described in below section are for doors /

windows which were not included in above demolition

(General Demolitions) and are to be priced separately.

D Carefully remove existing aluminium entrance doors

including glazing of overall size 3,000 x 2,400mm high

all complete including preparing and making good all

exposed concrete and block work surfaces including

cutting of visible reinforcement. Contractor to allow

for all necessary propping / support work all complete

and in accordance with Engineer's requirement and

Architect Specification No 5

Carried to Collection Rs

Demolition Works

Renovation of Bank of Baroda Office Building

A Carefully remove existing metal windows of various

sizes including glazing including preparing and making

good all exposed concrete and block work surfaces

including cutting of visible reinforcement. Contractor

to allow for all necessary propping / support work all

complete as per Structural Engineer's approval and in

accordance with Engineer's requirement and Architect

B Demolish existing concrete slab to form staircase

opening including the cleaning and making good all

exposed concrete and block work surfaces including

cutting of visible reinforcement. Contractor to allow

for all necessary propping / support work at 600mm

c/c all complete and in accordance with Engineer's

requirement and as per Strucural Engineer's Drawing

Archive room including CIS roof coverings at Third

C Demolish archive room in existing reinforced concrete

/ Block wall / Lintels & Jambs all complete including

preparing and making good all exposed concrete and

block work surfaces including cutting of visible

reinforcement and the treatment of any exposed

reinforcement all as per Structural engineer's approval.

Rate to include the removal of existing roof sheeting

complete with all fittings and fixations. Contractor to

allow for carting away and all necessary propping /

support work all complete and in accordance with

Engineer's requirement and Architect Specification. m2 62

Carried to Collection Rs

Demolition Works

Renovation of Bank of Baroda Office Building

A Remove existing drywall partition overall size 2,600mm

high. Prepare and make good all exposed concrete and

block work surfaces, internal plaster finish to match

and to be flush with existing finish to receive 3 coats

of internal pastel paint finish (e/m) and to receive new

gypsum partitions all as per Architect's drawings and

Floor Tiles to Ground, First, Second, Third & Fourth

B Remove existing floor tiling including skirting, hack off

existing screed, prepare and make good surfaces to

receive new floor finish (e/m) all as per Structural

Engineer's and Architects requirements. m2 1,631

C Remove existing floor tiling to main staircase including

skirting, hack off existing screed, prepare and make

good surfaces to receive new floor finish (e/m) all as

per Structural Engineer's and Architects requirements. m2 130

Wall Finishes to Ground, First, Second, Third &

D Remove existing mosaic wall tiles hack off existing

screed, prepare and make good surfaces to receive

new wall finish (e/m) all as per Structural Engineer's

and Architects requirements. m2 70

E Remove existing wallpaper to wall and column surfaces

and prepare and make good surfaces to receive new

wall finish (e/m) all as per Structural Engineer's and

Architects requirements. m2 209

Existing Sanitary Wares

Carried to Collection Rs

Demolition Works

Renovation of Bank of Baroda Office Building

Screed at Seventh Floor

A Remove and hack off existing screed, prepare and

make good surfaces to receive new waterproof screed

(e/m) all as per Structural Engineer's and Architects

Carried to Collection Rs

Demolition Works

Renovation of Bank of Baroda Office Building

Demolition Works

Page Amount

Total Brought Forward from Page No. 1

Carried Forward Rs

Demolition Works

Renovation of Bank of Baroda Office Building

BILL NO. 2 - FOUNDATIONS

ALL PROVISIONAL

For Preambles see MLC Standard Preambles (Eleventh

Rate for masonry blockwall shall include for wall ties

EXCAVATION, FILLING, ETC OTHER THAN BULK

Excavating in any material including existing

concrete surface, rock, starting from stripped level,

trenches to receive footings

Risk of Collapse of Excavations

B Risk of collapse to side of trenches / bases n.e 1.5m

Excavated material

C Removing surplus from site m3 12

230 Micron approved polyethene waterproof

sheeting sealed with normal lapping

D Under foundations (measured net) m2 8

CONCRETE, FORMWORK AND REINFORCEMENT

Carried to Collection Rs

Renovation of Bank of Baroda Office Building

Plain in-situ concrete, designed mix Grade 15

N/mm², 40 mm aggregate, as described in

A 50mm thick blinding layer under footings, bases and

Reinforced in-situ concrete designed mix Grade 30

N/mm², 20mm aggregate vibrated, as described in

B Foundations in trenches and bases, cast against

Reinforcement bars to MS 10/BS 4449 hot rolled

plain round mild steel, as described

Bases, footings and the like

Reinforcement bars to MS 10/BS 4449 hot rolled

deformed high yield steel bars, as described

Bases, footings and the like

D Bars of various diameters kg 360

Formwork in Class 2 finish, strutting at / from any

level and including rebates or groove formers, n.e

E Sides of footings, bases n.e. 300mm high m 12

25mm thick flexcell expansion joint in slips between

joints of vertical concrete to be filled with backing

cord and polysulphide sealant

F 25mm thick vertically between surfaces m2 6

Carried to Collection Rs

Renovation of Bank of Baroda Office Building

Dowelling of reinforcement bars sealed with

Epidermix T372 n.e 100mm deep

A to existing structures No 30

Carried to Collection Rs

Renovation of Bank of Baroda Office Building

Page Amount

Total Brought Forward from Page No. 9

Carried Forward Rs

Renovation of Bank of Baroda Office Building

BILL NO. 3 - CONCRETE, FORMWORK &

For Preambles see MLC Standard Preambles (1ST

The costs of making, storing and testing of concrete

test cubes as required under clause 7 "Tests" of SABS

1200 G, or local equivalent standards to Engineer's

approval shall include the cost of providing cube

moulds necessary for the purpose, for testing costs

and for submitting reports on the tests to the

architect. The testing shall be undertaken by an

independent firm or institution nominated by the

contractor to the approval of the Engineer.

Description of formwork shall be deemed to include

use and waste only (except where described as "left

in" or "permanent"), for fitting together in the

required forms, wedging, plumbing and fixing to true

angles and surfaces as necessary to ensure easy

release during stripping and for reconditioning as

necessary before re-use

The vertical strutting shall be carried down to such

construction as is sufficiently strong to afford the

required support without damage and shall remain in

position until the newly constructed work is able to

support itself.

Formworks to soffits of solid etc shall be deemed to be

slabs not exceeding 250mm thick unless otherwise

Carried to Collection Rs

Concrete, Formwork & Reinforcement

Renovation of Bank of Baroda Office Building

Formwork to sides of bases, pile caps, ground beams,

etc will only be measured where it is prescribed by

the engineer for design reasons. Formwork

necessitated by irregularity or collapse of excavated

faces will not be measured and the cost thereof shall

be deemed to be included in the allowance for taking

the risk of collapse of the sides of the excavations,

provision for which is made in "Earthworks"

Prices shall include for everything necessary to

complete the works and shall include for all labour,

materials, supervision, propping, additional

scaffolding, cartage, etc., necessary to effect a high

standard of finished product.

Reinforced in-situ concrete designed mix Grade 30

N/mm², 20mm aggregate vibrated, as described in

B Upstand to receive stainless steel channel for glass

Reinforcement bars to MS 10/BS 4449 hot rolled

plain round mild steel, as described

Bases, footings and the like

F Bars of various diameter kg 988

Reinforcement bars to MS 10/BS 4449 hot rolled

deformed high yield steel bars, as described

Carried to Collection Rs

Concrete, Formwork & Reinforcement

Renovation of Bank of Baroda Office Building

Bases, footings and the like

A Bars of various diameters kg 8,892

Formwork in Class 2 finish, strutting at / from any

level and including rebates or groove formers, n.e

C Extra over to form 50mm x 80mm rebate to receive

stainless steel channel elsewhere measured m 26

D Sides of new concrete fins m2 370

Dowelling of reinforcement bars sealed with

Epidermix T372 n.e 100mm deep

Carried to Collection Rs

Concrete, Formwork & Reinforcement

Renovation of Bank of Baroda Office Building

Concrete, Formwork & Reinforcement

Page Amount

Total Brought Forward from Page No. 13

Carried Forward Rs

Concrete, Formwork & Reinforcement

Renovation of Bank of Baroda Office Building

BILL No. 4 - MASONRY

ALL PROVISIONAL

For Preambles see MLC Standard Preambles (1ST

SUPPLEMENTARY PREAMBLES

For Preambles see Interior Designer's, Architect's and

Engineer's specifications.

Rate for masonry blockwall shall include for wall ties

as per engineer's specifications

EXTERNAL BLOCKWALL

Hollow concrete blocks to BS 6073, minimum

average compressive strength 3.5 N/mm², in cement

mortar (1:3), as described in

INTERNAL BLOCKWALL

Hollow concrete blocks to BS 6073, minimum

average compressive strength 3.5 N/mm², in cement

mortar (1:3), as described in

Carried Forward Rs

Renovation of Bank of Baroda Office Building

BILL NO. 5 - WATERPROOFING

For Preambles see MLC Standard Preambles (1ST

Waterproofing of roofs, water retaining structures,

internal wet areas, etc. shall be laid under a ten-year

Waterproofing to roofs shall be laid to even falls to

outlets, etc. with necessary ridges, hips and valleys.

Descriptions of sheet or membrane waterproofing shall

be deemed to include additional labour to turn-ups and

ROOF WATERPROOFING AND FLASHINGS

Supply and lay liquid- applied polyurethane

waterproofing membrane mariseal 250 or approved

equivalent with all necessary sealants, primers &

fabrics strictly to specialist's recommendations.

waterproofing to be laid on 25mm minimum screed

thickness laid to fall towards outlet all in accordance

with manufacturer's specifications (ten year

guarantee to be given) measured nett to

Smooth trowelled screeded roofs of

Carried Forward Rs

Renovation of Bank of Baroda Office Building

BILL NO. 6 - PLASTERWORK

For Preambles see MLC Standard Preambles (Eleventh

Measurement methodology

Cement and sand screed (1:3) to receive

waterproofing (m/s)

Works to falls and cross-falls to flat concrete roofs

A 65mm thick average laid to falls and cross falls to

B Extra over to form triangular fillet - 75 x 75mm m 192

INTERNAL FLOOR FINISHES

Cement and sand (1:3) bedding to receive

porcelain/ceramic tiles (m/s)

E Extra over for powerfloat finish m2 316

EXTERNAL FLOOR FINISHES

Cement and sand (1:3) bedding to receive ceramic

Carried to Collection Rs

Renovation of Bank of Baroda Office Building

INTERNAL PLASTER

Cement and sand (1:3) rendering as described with a

steel trowelled to a smooth finish to Architect's

specification and approval

B Walls inclusive of flush columns and beams, reveals,

Cement and sand (1:3) backing coat with wood

floated finish to receive wall tiling

C Walls, returns, reveals and the like m2 520

EXTERNAL PLASTER

Cement and sand (1:3) smooth rendering as

described with a wood float and sponge textured

finish to Architect's specification and approval

D Walls inclusive of flush columns and beams, reveals,

Carried to Collection Rs

Renovation of Bank of Baroda Office Building

Page Amount

Total Brought Forward from Page No. 19

Carried Forward Rs

Renovation of Bank of Baroda Office Building

BILL NO. 7 - PAINTING

For Preambles see MLC Standard Preambles (1ST

Strip off any lose, chalking and peeling paint, sand

down and clean existing wall surfaces, prepare and

apply one sealer coat and two full coats PVA anti

fungicidal emulsion paint (satin finish), colour to

Architect's approval to textured surfaces of

EXISTING WALL SURFACES

Strip off any lose, chalking and peeling paint, sand

down and clean existing wall surfaces and prepare

and apply one coat Polycolor wall primer water

based acrylic primer on the existing wall surfaces

followed by 2 coats of Polycolor, matt emulsion high

quality copolymer acrylic paint or equal and

approved all to Architect's approval and as per

shedule of finishes drawing no NP/19/26/PD SCH1 R3

B Existing Wall Areas (all wall areas) m2 1,123

EXISTING CEILING SURFACES

Carried to Collection Rs

Paintwork & Vinyl Wallpaper Finishes

Renovation of Bank of Baroda Office Building

Strip off any lose, chalking and peeling paint, sand

down and clean existing wall surfaces and prepare

and apply one coat Polycolor wall primer water

based acrylic primer on the existing wall surfaces

followed by 2 coats of Polycolor, matt emulsion high

quality copolymer acrylic paint or equal and

approved all to Architect's approval and as per

shedule of finishes drawing no NP/19/26/PD SCH1 R3

NEW WALLS, BEAMS, COLUMNS AND THE LIKE

Prepare and apply one coat Polycolor wall primer

water based acrylic primer on the new surfaces

followed by 2 coats of Polycolor, matt emulsion high

quality copolymer acrylic paint or equal and

approved all to Architect's approval and as per

shedule of finishes drawing no NP/19/26/PD SCH1 R3

B Existing Wall Areas (all wall areas) m2 87

Wall finishes to partitions as per ID specification

Feature wall paint / Graphic wall (WF-02)

VINYL WALLPAPER FINISH

Supply and install Vinyl graphic print wall covering full

height upto ceiling level as per future Architect

specification and approval all as per Architects Drawing

Carried to Collection Rs

Paintwork & Vinyl Wallpaper Finishes

Renovation of Bank of Baroda Office Building

Paintwork & Vinyl Wallpaper Finishes

Page Amount

Total Brought Forward from Page No. 22

Carried Forward Rs

Paintwork & Vinyl Wallpaper Finishes

Renovation of Bank of Baroda Office Building

BILL NO. 8 - RAINWATER INSTALLATIONS

For Preambles see MLC Standard Preambles (Eleventh

PVC rainwater pipework cast in concrete or fixed on

surface with and including standard brackets,

plugged to concrete or blockwall

A 110mm diameter pvc pressure pipe m 260

D Extra over for rodding eye No 18

E PVC outlet or equal approved, of nominal bore pipe

size 110mm fitted to 110mm diameter downpipe (m/s) No 9

Carried Forward Rs

Rainwater Goods

Renovation of Bank of Baroda Office Building

BILL NO. 9 - TILING

For Preambles see MLC Standard Preambles (Eleventh

Unless described otherwise, description of tiling shall

include for porcelain, ceramic, slate, marble and

mosaic tiles in various sizes.

Measurement methodology

The quantity splits are as follows:

A - Ground Floor

B - First Floor

C - Second Floor

D - Third Floor

E - Fourth Floor

Supply and lay "Restile flamed pebbles collection"

floor tiles of size 600x 600x 10 mm as per the

Architect's schedule of finishes (SCH1.0R3),

including supply of cement mortar, adhesive

,pointing materials all square and raking cutting,

waste and cleaning off on completion, all applied in

strict accordance with the manufacturers'

recommendation, sizes and pattern as laid out in the

Architect's Floor Pattern Plans NP/19/26/PD- 04.0,

04.1, 04.2, 04.3, 04.4 R1 TILING LAYOUT

Carried to Collection Rs

Renovation of Bank of Baroda Office Building

Supply and lay "Restile Makers Collection Flamed

Iconic" floor tiles of size 600x 600x 10 mm as per

the Architect's schedule of finishes (SCH1.0R3),

including supply of cement mortar, adhesive

,pointing materials all square and raking cutting,

waste and cleaning off on completion, all applied in

strict accordance with the manufacturers'

recommendation, sizes and pattern as laid out in the

Architect's Floor Pattern Plans NP/19/26/PD- 04.0,

04.1, 04.2, 04.3, 04.4 R1 TILING LAYOUT

Supply and lay "Restile Step up collection Pebbles"

floor tiles of size 1200x 300x 12 mm as per the

Architect's schedule of finishes (SCH1.0R3),

including supply of cement mortar, adhesive

,pointing materials all square and raking cutting,

waste and cleaning off on completion, all applied in

strict accordance with the manufacturers'

recommendation, sizes and pattern as laid out in the

Architect's Floor Pattern Plans NP/19/26/PD- 04.0,

04.1, 04.2, 04.3, 04.4 R1 TILING LAYOUT

Carried to Collection Rs

Renovation of Bank of Baroda Office Building

Supply and lay "Restile Colours Collection Nero" Wall

tiles (W1) of size 600x 600x 10 mm as per the

Architect's schedule of finishes (SCH1.0R3),

including supply of cement mortar, adhesive

,pointing materials all square and raking cutting,

waste and cleaning off on completion, all applied in

strict accordance with the manufacturers'

recommendation, sizes and pattern as laid out in the

Architect's Floor Pattern Plans NP/19/26/PD/ -07.7, -

A Walls, returns, reveals and the like

Supply and lay "Restile Colours Collection Terracotta"

Wall tiles (W2) of size 300x 600x 10 mm as per the

Architect's schedule of finishes (SCH1.0R3),

including supply of cement mortar, adhesive

,pointing materials all square and raking cutting,

waste and cleaning off on completion, all applied in

strict accordance with the manufacturers'

recommendation, sizes and pattern as laid out in the

Architect's Floor Pattern Plans NP/19/26/PD/ -07.7, -

B Walls, returns, reveals and the like

Carried to Collection Rs

Renovation of Bank of Baroda Office Building

Supply and lay "Restile Colours Collection Steel Grey"

Wall tiles (W3) of size 600x 600x 10 mm as per the

Architect's schedule of finishes (SCH1.0R3),

including supply of cement mortar, adhesive

,pointing materials all square and raking cutting,

waste and cleaning off on completion, all applied in

strict accordance with the manufacturers'

recommendation, sizes and pattern as laid out in the

Architect's Floor Pattern Plans NP/19/26/PD/ -07.7, -

A Walls, returns, reveals and the like

Supply and lay "Restile Chip Collection MIST" tiles of

size 600x 600x 10 mm as per the Architect's

schedule of finishes (SCH1.0R3), including supply of

cement mortar, adhesive ,pointing materials all

square and raking cutting, waste and cleaning off on

completion, all applied in strict accordance with the

manufacturers' recommendation, sizes and pattern

as laid out in the Architect's Floor Pattern Plans

Supply and lay "Restile Step up Collection Step-up

ABACUS" floor tiles of size 1520x 315x 12 mm as per

the Architect's schedule of finishes (SCH1.0R3),

including supply of cement mortar, adhesive

,pointing materials all square and raking cutting,

waste and cleaning off on completion, all applied in

strict accordance with the manufacturers'

recommendation, sizes and pattern as laid out in the

Architect's Floor Pattern Plans NP/19/26/PD- 04.0,

04.1, 04.2, 04.3, 04.4 R1 TILING LAYOUT

Carried to Collection Rs

Renovation of Bank of Baroda Office Building

Supply and lay "Restile Step up Collection Riser C

Step-up ABACUS " floor tiles of size 1520x 640x 10

mm as per the Architect's schedule of finishes

(SCH1.0R3), including supply of cement mortar,

adhesive ,pointing materials all square and raking

cutting, waste and cleaning off on completion, all

applied in strict accordance with the manufacturers'

recommendation, sizes and pattern as laid out in the

Architect's Floor Pattern Plans NP/19/26/PD- 04.0,

04.1, 04.2, 04.3, 04.4 R1 TILING LAYOUT

Supply and lay "Restile Colour Collection Steel Grey"

floor tiles of size 600x 600x 10 mm as per the

Architect's schedule of finishes (SCH1.0R3),

including supply of cement mortar, adhesive

,pointing materials all square and raking cutting,

waste and cleaning off on completion, all applied in

strict accordance with the manufacturers'

recommendation, sizes and pattern as laid out in the

Architect's Floor Pattern Plans NP/19/26/PD- 04.0,

04.1, 04.2, 04.3, 04.4 R1 TILING LAYOUT

Supply and lay 20 mm Polished Granite tiles (Colour :

Chima Pink) as per the Architect's schedule of

finishes (SCH1.0R3), including supply of cement

mortar, adhesive ,pointing materials all square and

raking cutting, waste and cleaning off on completion,

all applied in strict accordance with the

manufacturers' recommendation, sizes and pattern

as laid out in the Architect's Floor Pattern Plans

Carried to Collection Rs

Renovation of Bank of Baroda Office Building

Supply and lay 20 mm non porous, Polished Granite

Colombo Guparama as per the Architect's schedule

of finishes , including supply of cement mortar,

adhesive ,pointing materials all square and raking

cutting, waste and cleaning off on completion, all

applied in strict accordance with the manufacturers'

recommendation, sizes and pattern as laid out in the

Architect's Floor Pattern Plans NP/19/26/PD- 04.0,

04.1, 04.2, 04.3, 04.4 R1 TILING LAYOUT

A Walls, returns, reveals and the like

Supply and lay 20 mm Polished Granite tiles (Colour :

Chima Pink) as per the Architect's schedule of

finishes (SCH1.0R3), including supply of cement

mortar, adhesive ,pointing materials all square and

raking cutting, waste and cleaning off on completion,

all applied in strict accordance with the

manufacturers' recommendation, sizes and pattern

as laid out in the Architect's specification

SKIRTINGS, ETC.

Supply and fix "Restile Chip Collection MIST' skirting

tile to match floor tiles finishes, all as per architect

Supply and fix "Restile Step up Collection Step-up

ABACUS" skirting tile to match floor tiles finishes, all

as per architect Specifications

Carried to Collection Rs

Renovation of Bank of Baroda Office Building

Supply and fix 100 mm high Granite Skirting tiles

(Colour : Chima Pink) to match granite finishes, all

as per architect Specifications

A Cut tile skirting 100mm high m 243

Carried to Collection Rs

Renovation of Bank of Baroda Office Building

Page Amount

Total Brought Forward from Page No. 26

Carried Forward Rs

Renovation of Bank of Baroda Office Building

BILL NO 10 - FALSE CEILINGS

ALL PROVISIONAL

SUPPLEMENTARY PREAMBLES

The tenderer is referred to the MLC Preambles

(Eleventh Edition) which is to be read in conjunction

with these bills of quantities.

SUSPENDED CEILING TILES

Supply and fix Calcium Silicate Ceiling Tile of size

600 x 600 mm x6mm thick , all as per

Manufacturer's Specifications and as per Architect's

specifications and Drawing no. NP/ 19/26/PD 05.0,

05.1, 05.2, 05.3, 05.4 R1 FALSE CEILING LAYOUT

A Ceilings not exceeding 1m below concrete soffits m2 1,391

FALSE CEILING SUNDRIES

Carried Forward Rs

False Ceiling Works

Renovation of Bank of Baroda Office Building

BILL NO 11 - PARTITION - SUPPLY & INSTALL

For Preambles see MLC Standard Preambles (Eleventh

Note 1: Sizes of partitions to be measured on site prior

Note 2: All fixings to be concealed.

Note 3: Supplier to provide detailed shopdrawings on

fixing for approval before start.

Note 4: Supplier to provide all necessary samples and

insulation materials together with all specifications for

Note 5: This BOQ has been prepared taking into

consideration the details provided by the Architect.

However contractors can propose alternative methods

to achieve the desired finish. This will be submitted to

Interior Designer for approval

Note 6: All Dry Wall Partitions including studs design

shall be to Interior Designer's approval.

Note 7: All Ironmongeries shall be as per Architect's

specification or equal approved.

Note 8: Aluminium Framed Laminated Glazed Partitions

and Aluminium Framed Laminated Double Glazed

Partitions shall have finish colour to Interior Designer

later choice and approval.

Note 9: All fibre cement board partitioning should be

rendered with waterproofing treatment as per

Architect specification where applicable, all to Interior

Designer approval.

Note 10: Shop drawings are to be submitted to

Architect for approval, all aluminium shall be designed,

fabricated and installed in accordance with British

Standard Code of Practice CP 118; thickness of glass

shall not be as per openings schedule but to

Contractor's design.

Aluminium Metal Stud Gypsum Board Drywall to

Ground, First, Second, Third, Fourth Floors

Carried to Collection Rs

Supply and Install Partition Works

Renovation of Bank of Baroda Office Building

80mm thick drywall standard system "Aluminium

metal stud" gypsum board partitions to match false

ceiling height consisting of fire sealant fixation to

specialist recommendation, gyproc fire stop, isovaer

cavitybatt insulation of with both sides cladded with

one layer of 12.7mm gypsum board skimmed at all

joints and to receive paint / vinyl (elsewhere

measured) fixed to false ceilings, floor, curtain wall,

blockwork and partition walls all as per contractor's

design including all connection to walls, corners,

uprights and T connections all as per Architects

Drawing Nos NP/19/26/PD 06.5 R1, NP/19/26/PD 06.6

A PW1 overall size 6,788mm x 2,600 including cutouts for

FRD01 & FRD03, door frame and door elsewhere

measured. Skimmed gypsum surfaces to receive vinyl

finish elsewhere measured all as per architects

drawings and approval.

B PW2 overall size 6,788mm x 2,600. Skimmed gypsum

surfaces to receive vinyl finish elsewhere measured all

as per architects drawings and approval. No 1

C PW3 overall size 1,315mm x 2,600 including cutout for

APD07, door frame and door elsewhere measured.

Skimmed gypsum surfaces to receive vinyl finish

elsewhere measured all as per architects drawings and

Carried to Collection Rs

Supply and Install Partition Works