SBD1 Bid Document

THE DEMOCRATIC SOCIALIST REPUBLIC OF SRI LANKA

MINISTRY OF TECHNOLOGY & RESEARCH

ARTHUR C CLARKE INSTITUTE FOR MODERN

TECHNOLOGIES

BIDDING DOCUMENT

FOR

Proposed Extension for Existing Laboratory Building at

Arthur C Clarke Institute for Modern Technologies,

Katubedda, Moratuwa

Issued To :............................................ ........................................

............................................ Executive Secretary

Date :.............................................

Bid No.: AC/WS/CON/PNB/2009

Non-refundable Fee Receipt No. & Date: ..................................................

INDEX

PAGE NO

INVITATION FOR BIDS -

I – 01

VOLUME I

SECTION 1 INSTRUCTIONS TO BIDDERS S01 – 1 to 2

SECTION 2 STANDARD FORMS S02 – 1 to 7

SECTION 3 CONDITIONS OF CONTRACT S03 – 1 to 2

VOLUME II

SECTION 4 FORM OF BID AND QUALIFICATION

INFORMATION

S04 – 1 to 5

SECTION 5 BIDDING DATA AND CONTRACT DATA S05 – 1 to 13

SECTION 6 SPECIFICATIONS S06 – 1 to 2

SECTION 7 BILL OF QUANTITIES S07 – 1 to 113

SECTION 8 DRAWINGS S08 – 1 to 3

SECTION 9 STANDARD FORM [BID] S09 – 1 to 2

SECTION 10 VAT FORM S10 – 1 to 2

SECTION 11 CHECK LIST S11 – 1 to 2

MINISTRY OF TECHNOLOGY & RESEARCH

ARTHUR C CLARKE INSTITUTE

FOR MODERN TECHNOLOGIES

INVITATION FOR BIDS

PROPOSED EXTENSION FOR EXISTING LABORATORY BUILDING AT ARTHUR C

CLARKE INSTITUTE FOR MODERN TECHNOLOGIES, KATUBEDDA, MORATUWA

1. The Chairperson, Ministry Procurement Committee, on behalf of the Arthur C Clarke

Institute for Modern Technologies (ACCIMT) hereby invites sealed bids from eligible and

qualified bidders for “Construction of Proposed Extension for Existing Laboratory Building at

Arthur C Clarke Institute for Modern Technologies, Katubedda, Moratuwa” as described below

and estimated to cost Rs.40.00 million.

The construction period is 273 Days.

2. Bidding will be conducted through National Competitive Bidding Procedure.

3. To be eligible for contract award, the successful bidder shall not have been blacklisted and shall

be registered in the field of building construction for Grade C5 or above with the Institute for

Construction Training and Development (ICTAD), valid at the time of closing of the bids.

Further the registration should be valid at the date of award.

4. A complete set of Bidding Documents in English language could be collected by the interested

bidders from the Administrative Officer (Admin) on submission of a written request on a business

letter head addressed to the Executive Secretary, Arthur C Clarke Institute for Modern

Technologies, 272, Bandaranayake Mawatha, Katubedda, Moratuwa along with the receipt of

payment made in cash of non-refundable fee of Rs.2500.00 to the Finance Division of the

ACCIMT during working days from 9.00 a.m. to 3.30 p.m. from 15th November 2011 to 05

th

December 2011 or by downloading the documents from the web sites of www.pfd.gov.lk,

www.motr.gov.lk or www.accimt.ac.lk Please note that if bids are submitted on documents that

are downloaded, a payment of Rs. 1500.00 is required to be paid when the bid is submitted and no

alteration should be made to the documents.

Contact numbers are: Phone: 011-5677391, 011-2650838/2650569 – Ext-110, Facsimile: 011-

2650462

5. Bids should be submitted in duplicate under sealed cover to the address below on or before

2.00 p.m. on 06th December 2011, either by registered post or be deposited in the tender box

available at the office of the Executive Secretary of ACCIMT. Bidders are advised to enter the

“ACCIMT” premises at least 30 minutes before the scheduled time for Bid closing.

6. Bids will be opened soon after the closing of bids at the Mini Auditorium, ACCIMT in presence

of the bidders’ representatives who choose to attend.

7. Bids shall be valid for a period of 91 Days from the last date fixed for receiving of Bids or any

extended period.

8. All Bids shall be accompanied by a Bid Security which shall be;

• in the form included in Section 09 of the bidding document

• for an amount of Rs. 800,000.00

• valid up to 91 days from the date of closing of bids

• issued by one of the agencies indicated in the clause 16.2 of the Bidding Data.

9. A Pre-Bid meeting will be held at 10.00 a.m. on 01st December 2011 at ACCIMT

10. The ACCIMT will not be responsible for any cost or expenses incurred by bidders in connection

with the preparation or delivery of bids.

Director & CEOArthur C Clarke Institute for Modern Technologies

272, Bandaranayake Mawatha,

Katubedda, Moratuwa

I – 01

VOLUME I

CONTENTS

SECTION DESCRIPTION PAGE NO

SECTION 1 INSTRUCTIONS TO BIDDERS S01 – 1 to 2

SECTION 2 STANDARD FORMS (CONTRACT) S02 – 1 to 7

SECTION 3 CONDITIONS OF CONTRACT S03 – 1 to 2

Section 1 – Instructions to Bidders

________________________________________________________________________________________________________________

S01-1

SECTION I

INSTRUCTIONS TO BIDDERS

Section 1 – Instructions to Bidders

________________________________________________________________________________________________________________

S01-2

SECTION I

INSTRUCTIONS TO BIDDERS

1. The Instructions to Bidders for this work are contained in Section 01 of the Standard

Bidding Document, “Procurement of Works”, ICTAD Publication No.

ICTAD/SBD/01, Second Edition – January 2007. The Bidder may purchase this

document from Institute for Construction Training and Development, No. 123,

Wijerama Mawatha, “Sawsiripaya”, Colombo-07.

Note: 1. Instructions to Bidders shall be read in conjunction with

Section 05 Bidding and Contract Data– Volume II.

2. Instructions to Bidders will not be a part of the Contract

and will cease to have effect once the Contract is signed.

Section 2 -Stranded Forms (Contract)

_______________________________________________________________________________________________________________

S02-1

SECTION 2

STANDARD FORMS [CONTRACT]

1. FORM OF LETTER OF ACCEPTANCE

2. AGREEMENT

3. FORM OF PERFORMANCE SECURITY

4. FORM OF ADVANCE PAYMENT SECURITY

5. FORM OF RETENTION MONEY GUARANTEE


_______________________________________________________________________________________________________________

S02-2

Form of Letter of Acceptance …………………….[date]

[LETTER HEADING PAPER OF THE PROCURING ENTITY]

To……………………………………………………………………………………………………………

[name and address of the Contractor]

I have the honour to notify you that your bid dated ………………….[insert date] for the

construction and remedying defects of the ……………[name of the Contract and

identification number] for the Contract price of ……………….[name of

currency]………………………[amount in figures and words ] as corrected in accordance

with Instructions to Bidders and/ or modified by a Memorandum of Understanding, is here by

accepted.

You are hereby instructed to proceed with the execution of the said Works in accordance with

the Contract Document.

The number allotted to this Contract is ..........................[Contract Number], which should be

quoted in all future correspondence of this project.

You are hereby instructed to call over at the office of the ...........................[Officer &

Address], to sign the formal agreement along with a performance security as stated below

within ........days on receipt of this Letter of Acceptance. The performance security shall be

in any one of the following forms in item 52.1 (page no. S05-12) for

...............................................................

( amount in figures and words) in favour of the Director & CEO, Arthur C Clarke Institute

for Modern Technologies and shall be valid till .........................[Date].

..................................................................................... [Name of Institutions]

The Start Date of the Works shall be ....................Days from the date of this Letter of

Acceptance. Stipulated deadline or the actual date of commencement which falls earlier will

be reckoned as the start date of the works. The Contract Period shall be .................................

[Contract Period]starting from the Start Date. You may contact .............................

..............................., .................., ..............., ..............................[Officer & Address]to make

arrangements for taking over the site in order to commence the Works.

You are hereby instructed to submit insurance covers from an insurance company approved

by the Treasury in accordance with the ...........................[Clause No.].

An advance payment of Rs......................... [Amount]may be paid in accordance with

.........................[Clause No.]on submission of an unconditional guarantee.

This Letter of Acceptance and your Bid will form a binding contract until the formal

agreement is signed.

Authorized Signature: ………………………………………………………………..............

Name and title of Signatory: ………………………………………………………………….

Name of Agency: …………………………………………………………………………….


_______________________________________________________________________________________________________________

S02-3

AGREEMENT

This Agreement, made the …… day of …..…-……...-20……….… between

……………………………………………… holding the office of the Director & CEO of

Arthur C Clarke Institute for Modern Technologies in the Government of the Democratic

Socialist Republic of Sri Lanka (hereinafter called “the Employer”) for himself and his

successors in the said office for the time being, acting for and on behalf of The Arthur C

Clarke Institute for Modern Technologies (ACCIMT) (hereinafter sometimes referred to as

ACCIMT) of the one part and …… ………… … ……… ……… …… ……of ………

………… ………… ……… ……… ...trading under the name, firm and style of Messrs’

…………………………………………… a Company duly incorporated and having its

registered office at ……… ……… ………… …… ……… …..(hereinafter designated "the

Contractor" which expressions shall include his or their heirs, executors, administrators and

legal representatives or where the context so admits, include its successors and permitted

assigns) of the other part.

WHEREAS the Employer desires that the Contractor

execute………………………..………… ……….

……………………………….……………………..(hereinafter called “the Works”)and the

Employer has accepted the Bid by the Contractor for the execution and completion of such

Works and the remedying of any defects therein.

NOW THIS AGREEMENT WITNESSETH as follows:

1. In this Agreement, words and expressions shall have the same meanings

as are respectively assigned to them in the Conditions of Contract

hereinafter referred to, and they shall be deemed to form and be read and

construed as part of this Agreement.

2. In consideration of the payments to be made by the Employer to the

Contractor as hereinafter mentioned, the Contractor hereby covenants

with the Employer to execute and complete the Works and remedy any

defects therein in conformity in all respects with the provisions of the

Contract.


_______________________________________________________________________________________________________________

S02-4

3. The Employer hereby covenants to pay the Contractor in consideration

of the execution and completion of the Works and the remedying of

defects wherein the Contract Price or such other sum as may become

payable under the provisions of the Contract at the times and in the

manner prescribed by the Contract.

IN WITNESS whereof the parties thereto have caused this Agreement to be executed the day

and year aforementioned in accordance with laws of Republic of Sri Lanka.

………………………………

Director & CEO, ACCIMT

WITNESSES:

1. Signature.................………… 2. Signature..........………………..

Designation : Designation:

Signature of the Contractor/Director of the Company

Name : ................................................... Common Seal

NIC No…………………………………..

Signature of the Contractor/Director of the Company

Name : ...................................................

NIC No…………………………………..

WITNESSES:

1. Signature.................………… 2. Signature..........…………………

NIC No………………………… NIC No…………………………...

Name & Address……………… Name & Address…………………

………………….…………….. ……………………………………

…………………….………….. ……………………………………


_______________________________________________________________________________________________________________

S02-5

Form of Performance Security (Unconditional)

Issuing Agency: -----------------------------------------------------------------------------------------------------------------------------------------

------ [Issuing Agency’s Name and Address of Issuing Branch or Office]

Beneficiary: Director & CEO

Arthur C Clarke Institute for Modern Technologies


Katubedda, Moratuwa

Date:---------------------------------

PERFORMANCE GUARANTEE No:--------------------------------------------

We have been informed that ………………………………………….. ….. [name of the

Company] (hereinafter called “the Contractor”) has entered into Contract No.

………………… [reference number of the contract] with you, in the year ..........................,

for the……………………………...……… ……………………………… ………[name of

the Contract] (hereinafter called “the Contract”);

Furthermore, we understand that, according to the conditions of the Contract, a performance

guarantee is required.

At the request of the Contractor, we ………………………………………….. [name of

Agency] hereby irrevocably undertake to pay you any sum or sums not exceeding in total an

amount of …………………… [amount in words]

(…………………..………………….…….) [amount in figures], upon receipt by us of your

first demand in writing accompanied by a written statement stating that the Contractor is in

breach of its obligation(s) under the Contract, without your needing to prove or to show

grounds for your demand or the sum specified therein.

This guarantee shall expire, no later than the …………. day of …………. 20……. [insert

date, 28 days beyond the intended completion date]and any demand for payment under it

must be received by us at this office on or before that date.

……………………………..

[signature(s)]


_______________________________________________________________________________________________________________

S02-6

Form of Advance Payment Security

Issuing Agency: ------------------------------------------------------------------------------------------------------------- [Name an

Address of Agency, and Address of Issuing Branch or Office]




Katubedda, Moratuwa

Date:---------------------------------

ADVANCE PAYMENT GUARANTEE No:--------------------------------------------

We have been informed that ………………………………………….. ….. [name of

Contractor] (hereinafter called “the Contractor”) has entered into Contract No.


for the…………………………..…………. ………………… ……… ………[name of the

contract] (hereinafter called “the Contract”);

Furthermore, we understand that, according to the conditions of the Contract, an advance

payment in the sum ………………………[amount in words] (………………… …………

…… ……………)[amount in figures] is to be made against an advance payment guarantee.


Issuing agency] hereby irrevocably undertake to pay you any sum or sums not exceeding in

total an amount of …………………… [amount in words]



breach of its obligation(s) in repayment of the Advance payment under the Contract

The maximum amount of this guarantee shall be progressively reduced by the amount of the

advance payment repaid by the Contractor.

This guarantee shall expire on …………………… [insert date, 28 days beyond the Intended

Completion Date]

Consequently, any demand for payment under this guarantee must be received by us at this

office on or before that date.

……………………………..

[signature(s)]


_______________________________________________________________________________________________________________

S02-7

Form of Retention Money Guarantee

Issuing Agency: -----------------------------------------------------------------------------------------------------------------------------------------

------ [Issuing Agency’s Name and Address of Issuing Branch or Office]




Katubedda, Moratuwa

Date:---------------------------------

RETENTION MONEY GUARANTEE No:--------------------------------------------

We have been informed that ………………………………………….. ….. [name of

Contractor] (hereinafter called “the Contractor”) has entered into Contract No.


for the execution of ……… ………… …… ……...……… ………………………………

………[name of the Contract and brief descriptions of Works] (hereinafter called “the

Contract”);

Furthermore, we understand that, according to the conditions of the Contract, when the works

have being taken over and the first half of the Retention Money has been certified for the

payment, payment of the second half of the Retention Money may be made against a

Retention Money guarantee.


Agency] hereby irrevocably undertake to pay you any sum or sums not exceeding in total an

amount of …………………… [amount in words]



breach of its obligation under the Contract, because the contractor has not attended to the

defects in accordance with the Contract.

This guarantee shall expire, at the latest, …………………….…….[insert date, 28 Days after

the end of the Defects Liability Period] Consequently, any demand for payment under this

guarantee must be received by us at this office on or before that date.

……………………………..

[signature(s)]

Section 3 –Conditions of Contract

_______________________________________________________________________________________________________________

S03-1

SECTION - 3

CONDITIONS OF CONTRACT

Section 3 –Conditions of Contract

_______________________________________________________________________________________________________________

S03-2

CONDITIONS OF CONTRACT

PART I - GENERAL CONDITIONS OF CONTRACT

1. The General Conditions for this work are contained in Section 03 of the Standard

Bidding Document, “Procurement of Works”, ICTAD Publication No.

ICTAD/SBD/01, Second Edition – January 2007. The Bidder may purchase this

document from ICTAD, No. 123, Wijerama Mawatha, “Sawsiripaya”, Colombo-07.

Note: Conditions of Contract shall be read in conjunction with Section

05 Bidding and Contract Data in volume II, which shall take

precedence over the Conditions of Contract.

Section 4-Form of Bid and Qualification Information_______________________________________________________________________________________________________________

VII-01

VOLUME II

CONTENTS

SECTION DESCRIPTION PAGE NO

SECTION 4 FORM OF BID AND QUALIFICATION

INFORMATION

S04-1 to 5

SECTION 5 BIDDING DATA AND CONTRACT DATA S05-1 to 13

SECTION 6 SPECIFICATIONS S06-1 to 2

SECTION 7 BILL OF QUANTITIES S07-1 to 113

SECTION 8 DRAWINGS S08-01 to 3

SECTION 9 STANDARD FORM [BID] S09-1 to 2

SECTION 10 VAT FORM S10-1 to 2

SECTION 11 CHECK LIST S11-1 to 2


S04-1

SECTION 4

FORM OF BID

AND

QUALIFICATION INFORMATION


S04-2

FORM OF BID

Name of the Contract: “Proposed Extension for Existing Laboratory Building at Arthur

C Clarke Institute for Modern Technologies, Katubedda, Moratuwa”

To: Director & CEO



Katubedda, Moratuwa

Gentleman,

1. Having examined the Standard Bidding Document - Procurement of Works

(ICTAD/SBD/01,-Second Edition - January 2007), Specifications, Drawings and Bill of

Quantities and Addenda, if any, for the execution of the above named Works, we the

undersigned, offer to execute and complete such Works and remedy any defect therein

in conformity with the aforesaid Conditions of Contract, Specifications, Drawings, Bill

of Quantities and Addenda, if any, for the sum of Sri Lankan Rupees ………... ............

..

.............................................................................................................................................

........................(LKR .………................) or such other sums as may be ascertained in

accordance with the said Conditions.

2. We acknowledge that the Contract Data forms part of our Bid.

3. We undertake, if our Bid is accepted, to commence the works as stipulated in the

Contract Data, and to complete the whole of the Works comprised in the Contract

within the time stated in the Contract Data.

4. We agree to abide by this Bid for the period of 91 Days from the last date fixed for

receiving or any extended period and it shall remain binding upon us and may be

accepted at any time before the expiration of that period.

5. Unless and until a formal Agreement is prepared and executed, this Bid, together with

your written acceptance thereof, shall constitute a binding contract between us.

6. We understand that you are not bound to accept the lowest or any Bid you may receive.


S04-3

Dated this ........................... day of ………….. Two Thousand and ………………….......... in

the capacity of……………………….(Designation) duly authorised as - sole proprietor /

power of attorney holder / person authorized by board resolution- (Delete whichever is not

applicable) to sign bids for and on behalf of ……… ………… ……… …………… … … …

…………………………

(IN BLOCK CAPITALS)

Signature : ……………………………………. Seal

Name : …………………………………….

Address : …………………………………….

……………………………………..

……………………………………..

……………………………………..

Witnesses

1. Signature : ……………………………… 2. Signature : …………………………

Name : ………………………………. Name : …………………………

Address : ………………………………. Address : …………………………

……………………………….. …………………………

……………………………….. …………………………

……………………………….. …………………………


S04-4

Qualification Information

[To be completed by the Bidder and submitted with the Bid.]

ICTAD Registration: Eligibility Requirement

Attach copies of relevant

pages from the registration

book to confirm your details

(attach as annex I).

Registration No

Grade C5 or above

Speciality Building Construction

Validity Valid at the time of closing of

bids and also at the time of

award.

Blacklisted Contactors Have you been declared as a defaulted contractor by NPA or any

other Agency?

(Yes/No) If yes provide details (attach as annex II).

Construction Programme (attach as annex III)

Legal Status Status: Sole Proprietor Partnership Public Company

Privet Company

Business Address : ……………………………………………………

……………………………………………………

……………………………………………………

Telephone Number : Land :……………………Mobile………………

Facsimile Number :…………………………………………………........

E-mail Address :………………………………………………….........

(Power of attorney of signatory of Bidder (if applicable)

(attach relevant status copies, as annex IV)

Signatory of Bid Sole Proprietor Power of Attorney holder

Person authorized by Board of resolution

(attach relevant documents as annex IV, if applicable)

Details of Annual Volume

of the Construction works

requested as in the

Bidding Data Cl. 4.4;

(attach copies of certificates of completion of the projects etc,

and/or financial statement audited by a Charted Accountant as

annex VI)

Details of Construction

works requested as in the


(attach copies of cliental certificates of completion of the projects

etc, as annex VI)

Details of construction

equipment proposed for

the project.

(attach as annex VII)

Qualification and

experience of key staff

Eligibility Requirements Bidder’s Qualification

Category, Experience and Qualification Required

Nos

Proposed by bidder

(Name, experience


S04-5

required as in the Bidding

data Cl. 4.4

and Qualification)

Chartered (Civil) Engineer, over 10 years

of post charter experience in Building

Construction – Visiting – 10 hours per week

01

B.Sc. (Civil) Engineering over 05 years

experience in Building Construction - Full

time

01

Technical Officer – NDT (Civil) or

equivalent over 05 years experience in

Building Construction - Full time

01

(attach copies of certificates of academic qualification, experience,

appointment letter or consent letter etc as annex VIII)

Details of work plan and

method

(attach as annex IX)

Details of Credit Facilities

requested as in the


Furnish relevant documents for Rs.8.0 million.

(attach as annex X)

Details of work in hand as

in the Bidding Data Cl.

4.4(f)

(attach relevant document as annex XI)

Working capital for the

work in hand as in the

Bidding Data Cl. 4.4(g)

(attach relevant document as annex XI)

..................................... Signature of the Bidder

Name:

Date: Seal

Section 5 – Bidding Data and Contract Data

________________________________________________________________________________________________________________

S05-1

SECTION 5

BIDDING DATA AND CONTRACT DATA


________________________________________________________________________________________________________________

S05-2

Bidding Data

A. GENERAL Instructions

to Bidders

Clause

Reference

1.1 The Employer is

Name: Director & CEO, ACCIMT

Address: Arthur C Clarke Institute for Modern

Technologies

272, Bandaranayake Mawatha, Katubedda,

Moratuwa

The Works consists of Construction of R.C.C. framed

four storied Building with one part rises up to five

storied, with services such as water supply & sewerage

disposal system, electricity, storm water drainage system,

landscaping fire fighting, lighting arresters.

Located at 272, Bandaranayake Mawatha Katubedda,

Moratuwa.

SCOPE OF BID

1.2

1.3

Intended Completion Date is Two hundred and seventy

three (273) Days from the Start Date.

The office for collection of bid forms is

Name : Administrative Officer

Address: Supplies Division, Arthur C Clarke Institute for

Modern Technologies, 272,

Bandaranayake Mawatha,

Katubedda, Moratuwa

The non-refundable fee is Rupees two thousand five

hundred (Rs. 2500.00)

The Bid documents will be issued until 15.30hrs on 5th

December 2011

2.1 The source of funds is Consolidated Fund of

Government of Sri Lanka.

SOURCE OF

FUNDS

4.2 The registration required

Speciality: Building Construction

Grade: ICTAD Grade C5 or above

Validity: valid at the time of closing of the Bids and

also at the time of award.

ELIGIBILITY

AND

QUALIFICATION

OF THE BIDDER

4.3 The following Information shall be provided in section 4

• ICTAD Registration;

Registration Number

Grade

Specialty

Validity


________________________________________________________________________________________________________________

S05-3

• VAT registration number

• Attach Construction Program

• Details of Company Registration/Incorporation of

the Company/Business Registration for Sole

Proprietor or Partnership

• Attach Documents (Power of Attorney or Board

Resolution) authorizing the signatory of the Bid

to commit the Bidder.

• Total Turnover from construction work

performed for each of the last five years to be

confirmed by submission of Audited Financial

statements as proof for item 4.4(b) below.

• Experience in works of a similar nature and size

for each of the last five years as documentary

proof for item 4.4(c) below.

• Construction Equipment.

• Qualification and experience of key Site

Management, Project Management and Technical

Personal proposed for the Contract as per 4.4(d)

below.

• Attach Work plan and methods;

• Details of Credit Facilities as per 4.4 (e) below.

• Documentary proof for item 4.4(f) below.

• Documentary proof for item 4.4(g) below.

4.4 The Bidders Qualification Criteria:

a) Bidders must be registered with the Institution for

Construction Training and Development (ICTAD)

for Building Construction Grade C5 or above.

To be eligible for contract award, the successful

bidder shall not have been blacklisted and the

registration with ICTAD shall be valid until the date

of closing of the bid and also at the date of award.

b) Average of the annual value of Turnover of

construction work performed in last five (05) years

shall be at least Sri Lankan Rupees sixty (60.0)

million.

c) Successful completion of one project of minimum of

three storied of similar nature and complexity and

costing not less than SLR. thirty (30.0) million

completed within 6 months or a higher value project

within proportionate time period as a main

contractor during last five years. Documentary

evidence obtained from Employer shall be attached

as proof for the above which shall include project

cost, time duration taken to complete the project,

number of storeys and date of completion.


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S05-4

d) A Charted Civil Engineer with minimum of 10 years

post charter experience in building construction (on

visiting basis, minimum 10 hrs per week) and one

graduate Civil Engineer with 03 years experience in

building construction (full time ) and one technical

officer with NDT (Civil) or equivalent with

minimum 07 years of experience in building

construction(full Time) should be assigned to the

project an addition to the other technical staff

needed by the bidder for satisfactory execution of

the project.

e) Minimum amount of liquid assets and /or credit

facilities (after setting apart for other contractual

commitments) and exclusive of any advance

payments which may be made under this contract

shall be not less than SLR eight (8.0) million.

f) Details of work in hand of the bidder duly attested in

the form of an affidavit shall be provided with

separate statements showing the contract value,

percentage of work completed, value of balance

work to be done and target date of completion of

each of the works listed shall be countersigned by

the Engineer/Employer or Consultant.

g) Documentary proof of to establish the availability of

working capital requirement for the work in hand

shall be furnished. (Generally working capital

required for the work in hand is considered as 20%

of value of work in hand).

h) Even though the bidder meet the above qualifying

criteria, they are subjected to be disqualified if they

have misleading or false statements in proof of the

qualification requirements.

i) Non submission or partial submission of the

documents listed above shall lead to rejection of the

bid.

5.0

8.1

Add

Only who purchased the Bidding documents shall be

eligible to Bid

Delete and Add

The set of bidding documents comprises the documents

listed below and addenda issued in accordance with

Clause 10:

ONE BID PER

BIDDER

CONTENT OF

BIDDING

DOCUMENT


________________________________________________________________________________________________________________

S05-5

Invitation for Bids

Volume 1 :

Section 1 Instructions to Bidders

Section 2 Standard Forms (Contract)

Section 3 Conditions of Contract

Volume 2 :

Section 4 Form of Bid and Qualification

Information

Section 5 Bidding Data and Contract Data

Section 6 Specification

Section 7 Bill of Quantities

Section 8 Drawings

Section 9 Standard Form/ (Bid Security)

Section 10 VAT Form

Section 11 Check List

• Drawings in the Section 8 are not issued with the

documents. However they are available at the

Office of the Chief Engineer (Colombo

Construction) for reference.

• The Drawings could be purchased in the Chief

Engineer’s Office (Colombo Construction) at

the rate of Rs.300.00 per Drawing.

9.1 Employer’s address for the purpose of clarification is;

Name : Executive Secretary

Address: Arthur C Clarke Institute for Modern Technologies

272, Bandaranayake Mawatha, Katubedda, Moratuwa

Fax No.:011-2650462

E- mail : [email protected]

CLARIFICATION

OF BIDDING

DOCUMENTS

11.1 The language of the bidding document shall be English LANGUAGE OF

BID

12.1 Delete and Add

The Bid submitted by the bidder shall comprise the

following duly filled and completed in two copies

marked “Original” and “Copy”.

Invitation for Bids

Volume 1 :

Section 1 Instructions to Bidders

Section 2 Standard Forms

DOCUMENTS

COMPRISING

THE BID


________________________________________________________________________________________________________________

S05-6

Section 3 Conditions of Contract

Volume 2 :

Section 4 Form of Bid and Qualification

Information

Section 5 Schedule

Section 6 Specification

Section 7 Bill of Quantities

Section 8 Drawings

Section 9 Standard Forms (Bid Security)

Section 10 VAT Form

Section 11 Check List

13.3 Delete

………. “at the space provided in the B.O.Q.”

Add …..“in the Section 10.”

BID PRICES

13.4 The Contract is subjected to price adjustment in

accordance with clause 47 of conditions of contract.

15.1 Bids shall be valid for the period of 91 Days from the

last date fixed for receiving of Bids or any extended

period.

BID VALIDITY

16.1 Bid shall include a Bid Security using the forms included

in section 09

BID SECURITY

16.2 Bid security shall be submitted by Bidder

Bid security shall be;

• Issued by an agency acceptable to Employer

using the form for bid security (unconditional

guarantee) included in section 09 Standard

Forms.

- In favour of Director & CEO

- for an amount Rs.800,000.00

- Valid until 100 Days from the date of

closing of the bids The agencies acceptable to Employer are:

• a commercial bank operating in Sri Lanka

approved by the Central Bank of Sri Lanka ; or

• a bank based in another country but the guarantee

“confirmed” by a bank operating in Sri Lanka

approved by the Central Bank of Sri Lanka;

• Construction Guarantee Fund


________________________________________________________________________________________________________________

S05-7

17.0 Pre bid meeting – Venue: Arthur C Clarke Institute for

Modern Technologies, 272, Bandaranayake Mawatha,

Katubedda, Moratuwa

Date 1st December 2011 Time 10.00 a.m.

PRE-BID

MEETING

19.2 (a) The Employer’s address for the purpose of Bid

submission is

Director & CEO

Arthur C Clarke Institute for Modern

Technologies


Katubedda, Moratuwa

(b) Contract Name: Proposed Extension for Existing

Laboratory Building at Arthur C Clarke Institute for

Modern Technologies, Katubedda, Moratuwa

SEALING AND

MARKING OF

BIDS

20.1 The deadline for submission of bids shall be at 14.00 hrs

on 06th

December 2011

DEADLINE FOR

SUBMISSION OF

BIDS

29.2(a) Delete

…………..”but including Dayworks where priced

competitively”.

EVALUATION

AND

COMPARISON

OF BIDS

34.1

35.1

The amount of performance Security is five (5%)percent

of the Initial Contract Price

Performance security shall be issued by an

agency acceptable to Employer using the

form for Performance security

(unconditional guarantee) included in

section 02 Standard Forms and it shall be

in favour of Director of Arthur C Clarke

Institute for Modern Technologies

The agencies acceptable to Employer are:


approved by the Central Bank of Sri Lanka; or



approved by the Central Bank of Sri Lanka

• Construction Guarantee Fund

Add

• Advance payment security shall be issued by an

agency acceptable to Employer using the form

for Advance Payment security (unconditional

guarantee) included in section 02 Standard Forms

and it should be valid for 28 Days beyond the

Intended Completion Date and shall be in favour

of Director General of Buildings.

PERFORMANCE

SECURITY

ADVANCE

PAYMENT AND

SECURITY


________________________________________________________________________________________________________________

S05-8



approved by the Central Bank of Sri Lanka ;



approved by the Central Bank of Sri Lanka;

• Construction Guarantee Fund.

36.0 • The Adjudicator shall be appointed by Employer and

Contractor with mutual consent of both parties

• Person appointed as the Adjudicator shall not be

associated with the project directly and he should be

in his position to demonstrate impartiality and

independence in his functions.

• Fees and types of reimbursable expenses to be paid

to the Adjudicator shall be on a case to case basis

and shall be shared by the contractor and the

Employer.

ADJUDICATOR


________________________________________________________________________________________________________________

S05-9

Contract Data

(Please note that the clause nos. given hereunder are that of Conditions of Contract)

A. GENERAL

Clause No.

1.1

The Employer is

Name: Director & CEO

Address: Arthur C Clarke Institute for Modern

Technologies


Katubedda, Moratuwa

The Engineer is

Name: Director General of Buildings

Address: Department of Buildings,

2nd

Floor, “Sethsiripaya”,

Battaramulla.

The Engineer’s representative is

Name: Chief Engineer (Colombo Construction)

Address: Chief Engineer’s Office,

Department of Buildings

213, Torrington Avenue,

Colombo -07.

The Works consists of Construction of Reinforced Cement

Concrete (R.C.C.) framed four storied Building with one part

rises up to five storied, with services such as water supply &

sewerage disposal system, electricity, storm water drainage

system, landscaping, fire fighting and lightning arresters.

The Site is located at 272, Bandaranayake Mawatha,

Katubedda, Moratuwa.

The Start Date shall be within 14 Days from the date of the

Letter of Acceptance.

DEFINITIONS

2.3(10) The following document also shall be a part of Contract.

(i)VAT Form

INTERPRETATION

8.1 Schedule of other contractors: None OTHER

CONTRACTORS

9.1 Schedule of Key Personnel:

Category Required Qualification and Working

arrangement

Amount to be

recovered

Chartered

Civil

Engineer

Chartered BSc (Civil) Engineer, over

10 years post charter experience

(in Building Construction) – Visiting

– 10 hours per week

Rs.3000/- per

hour

Engineer B.Sc. (Civil) Engineering over 03

years experience in building

construction - Full time.

Rs. 50,000/-

per month

Technical

Officer

‘NDT (Civil) or equivalent over 07

years experience in building

construction -- Full time

Rs.30,000/-

per month

PERSONNEL


________________________________________________________________________________________________________________

S05-10

Add Attendance, certified by the Engineer’s Representative

shall be attached to interim claims. If the Contractor fails

to employ such personnel, the amounts mentioned in the

above table in respect to each personnel shall be deducted

from payments due to the contractor and further action

shall be taken to terminate the Contract after deducting the

fine for 07 days.

17.1 The Intended Completion Date for the whole of works shall

be two hundred and seventy three (273) Days from the

Start Date.

INTENDED

COMPLETION

DATE

21.1 The Site Possession Date shall be within 14Days from the

date of the Letter of Acceptance.

POSSESSION OF

THE SITE

24.1 Add The Adjudicator shall be appointed by Employer and the

Contractor with mutual consent of both parties.

DISPUTE

RESOLUTION

27.1 The Contractor shall submit a Programme for the Works

within 14 Days of delivery of the Letter of Acceptance PROGRAMME

27.3 The period between Program update is 02Months.

27.4 The amount to be withheld for late submission of a program

is two percent (2%) of the Contract Price.

Action shall be taken to terminate the contract after

withholding the said fine for 14 days.

35.1 The Defects Liability Period is 365 Days. CORRECTION OF

DEFECTS

39.2 Engineer should obtain prior approval from the Employer for

any variation order.

VARIATIONS

40.2 Add at the end of the sub clause

• Engineer should obtain prior approval from the

Employer for any variation order.

• In fixing the appropriate new rates, mark up for

overheads and profits shall be limited to maximum of

16.0% of the “Basic Cost” of such items. The Basic

Cost means cost of materials, labour and equipment”.

• In fixing such “Basic Cost”, the Engineer shall use

the rates for labour, which are used in preparing the

“Building Schedule of Rates” and prices for

Materials and Equipment shall be used the prevailing

market prices.

PAYMENTS OF

VARIATIONS


________________________________________________________________________________________________________________

S05-11

• “Building Schedule of Rates” means the Schedule of

Rates per unit of work item. The said rates are

determined by the employer for the year in which the

services are requested.

44.1m The following events shall also be Compensation Events:

None

COMPENSATION

EVENTS

46.1 Not Applicable CURRENCIES

47.1 The Contract Price is subjected to price adjustment

Weightings of inputs

Indices No Input Name Input Percentage

(%)

M4 Cement 9.78

M7 Metal (3/4") 2.68

M8 Sand 3.07

M9 Brick 4.86

M12 Lime 1.28

M13 R/f steel 21.55

M26 Electrical wiring 1.47

M32 Floor tile 4.49

M36 Aluminium work 12.38

M38 Electrical fittings 3.68

L1 Skilled labour 12.94

L3 Unskilled labour 10.81

P1 Small equipment 1.00

Total 90.00

Non adjustable element shall be:

BOQ Item Numbers: 1-6, 8-12, 15, 16, 26,27, 31, 32, 38, 39,

3T1, 3T2 1B21

PRICE

ADJUSTMENT

48.1 The retention from each payment shall be ten (10%)

percent of the certified work done.

The limit of retention shall be five (5%) percent of the

Initial Contract Price.

RETENTION


________________________________________________________________________________________________________________

S05-12

49.1 The liquidated damages for the whole of the Works shall be

Rs.57,000.00 per Day.

The maximum amount of liquidated damages for the whole

of the Works shall be five (5%) percent of the Initial

Contract Price.

LIQUIDATED

DAMAGES

51.1 Add Advance Security shall be issued by an agency

acceptable to Employer using the form for Advance

security (unconditional guarantee) included in

Section 02 Standard Form and it should be valid

until a date 28 Days beyond the intended completion

date and shall be in favour of Director & CEO,

Arthur C Clarke Institute for Modern Technologies.


• a commercial bank operating in Sri Lanka approved

by the Central Bank of Sri Lanka ; or



approved by the Central Bank of Sri Lanka; or,


ADVANCE

PAYMENT

52.1 Amount of Performance Security required is 5.00% of the

Initial Contract Price

• Performance security shall be issued by an agency

acceptable to Employer using the form for

Performance Security (unconditional guarantee)

included in Section 02 Standard Form and it shall be

in favour of Director & CEO, Arthur C Clarke

Institute for Modern Technologies.


• a commercial bank operating in Sri Lanka approved

by the Central Bank of Sri Lanka ; or



approved by the Central Bank of Sri Lanka; or


SECURITIES

53.0 Deleted DAYWORKS

SCHEDULE

58.1

58.2

Schedule of operation and maintenance manuals: None.

As Built Drawings: Contractor shall supply the same within

14 days from the issue of the practical completion

certificate.

The amount to be withheld for non submission of As Built

Drawings is two (2%) percentage of the contract price.

OPERATION AND

MAINTENANCE

MANUALS


________________________________________________________________________________________________________________

S05-13

59.2 Add (a). The Contractor does not employ the required Key

Personal as stated in the Clause 9.1 of the Contract data,

within 07 days after informing him to employ the Personals.

(b). The Contractor delays the submission of updated

Programme by more than 14 days from the schedule date as

stated in the Clause 27.3 in the Contract data.

TERMINATION

60.1 The percentage to apply to the value of the work not

completed, representing the Employer’s additional cost for

completing the Works, is twenty five (25%) percentage of

value of the Balance work.

PAYMENT UPON

TERMINATION

63.7 The attendance fee payable to the Contractor on nominated

Sub-contractor’s work shall not exceed eight (08%)

percentage.

ATTENDANCE FEE

Section 6 – Specifications

_______________________________________________________________________________________________________________

S06-1

SECTION 6

SPECIFICATIONS

Section 6 – Specifications

_______________________________________________________________________________________________________________

S06-2

GENERAL SPECIFICATIONS

01 Specifications for Building Works – Volume I

ICTAD Publication No. SCA/4/I

3rd

Edition (Revised) – July 2004

02 Specifications for Building Works – Volume II

ICTAD Publication No. SCA/4/II – Sanitary Installations

2nd

Edition (Revised) – October 2001

03 Specifications for Water Supply Sewerage and Storm Water Drainage Works

ICTAD Publication No. SCA/3/2

2nd

Edition (Revised) – April 2002

04 Specifications for Electrical and Mechanical Works

Associated with Building and Civil Engineering

ICTAD Publication No. SCA/8

2nd

Edition (Revised) – August 2000

Copies of above publications shall be purchased from the Institute for Construction, Training and

Development (ICTAD), "Sawsiripaya", 123, WijeramaMawatha, Colombo 07.

B.O.Q. No.2011-10-004

BILL OF QUANTITIES

Proposed Extension for Existing Laboratory Building

at Arthur C. Clarke Institute for Modern

Technologies(ACCIMT), Katubedda, Moratuwa

S07 - 1

BOQ NO 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute

CONTENTS

Page No.

GENERAL NOTES S07-3

PRICING PREAMBLES S07-5

PRELIMINARIES S07-22

BILL NO 1 - SUBSTRUCTURE

B - EXCAVATION AND EARTH WORK S07-28

C - CONCRETE WORK S07-32

D - MASONRY WORK S07-36

E - WATER PROOFING S07-37

COLLECTION - SUBSTRUCTURE -Bill No. 1 S07-38

BILL NO 2 - SUPERSTRUCTURE

C - CONCRETE WORK S07-39

D - MASONRY WORK S07-51

E - WATER PROOFING S07-52

F- STRUCTURAL STEEL WORK S07-54

G- METALWORK S07-55

H- CARPENTRY & JOINERY S07-70

J- ROOFING AND ROOF PLUMBING S07-71

K- PLUMBING S07-73

L- WALL, CEILING AND FLOOR FINISHES S07-81

M- ELECTRICAL INSTALLATION S07-88

N - PAINTING S07- 98

COLLECTION - SUBSTRUCTURE -Bill No. 2 S07- 100

BILL NO 3 EXTERNAL WORK

P- EXTERNAL DRAINAGE S07-101

Q- SEPTIC TANK S07-103

R - INLET AND OUTLET CHAMBERS S07-108

S - SOAKAGE PIT S07-109

T - MISCELLENIOUS S07-111

COLLECTION - EXTERNAL WORK -Bill No. 3 S07-112

GRAND SUMMARY S07-113

S07 - 2

BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute

GENERAL NOTES

Timber :

(Group-1): Door, Window and Fanlight Frames

Category A Satin Palu Milla Ketakala Tulang

Halmilla Mee Hulanhik Wewarana Valdel.

Kohomba

Category B Grandis

(Group-2): Door , Window and Fanlight Sashes , Cupboards,

Counters and Shelving

Category A Satin Tulan Halmilla Mahogany

Kohomba Wewarana Hulanhik Sooriya mara

Category B Ginisapu

(Group-3): Roof Framework

Category A Madan Milla Palu Wewarana Tulang

Mee Valdel. Micro Kolon Etathimbiri

Category B Domba Grandis

(Group-4): Ceiling Framework and Partitions

Category A Satin Palu Milla Ketakala Tulang

Halmilla Mee Hulanhik Wewarana Valdel.

Kohomba Etathimbiri

Category B Domba Grandis

Carried Forward

Unless otherwise specified in the respective Trades / Sections , the timber for all trades shall be

as specified in Carpentry and Joinery.

All timbers under exceptional Circumstances, any equivalent timber to the given Species may be

used with the approval of the Engineer.

S07 - 3


Brought forward

(Group-5): Valance Board and Valley Boarding

Category A Kolon Tulang Val Del Kohomba Sooriya mara

Mahogany Satin Hulanhik Wewarana

Category B Ginisapu

(Group-6): Beadings :

Alstonia Mahogany Lunumidella

(Group-7): Special Timber

Jak Teak

Trade Names ;

Method of Measurement

Measurements :

Where trade names , brands and / or catalogue numbers are referred to sole preference to any

material or equipment is not intended . Any other material or equipment may be used, provided

that the characteristics of type, quality, appearance, finish, method of construction and / or

performance is not less than specified and provided also that approval is first obtained.

This Bill of Quantities has been prepared generally in accordance with the principles of "Method

of Measurement of Building Works(First Revision) , Sri Lanka Standard 573:1999"

Tenderers are to note that the measurements are taken absolutely net, unless otherwise stated

and they must , therefore, allow in their prices for all straight cutting and waste, laps, etc.

throughout even though not specifically mentioned.

S07 - 4


PRICING PREAMBLES

1. GENERAL

a. The Bidder shall read and be conversant with the full description of workmanship and

materials as described in the Particular Specification and ICTAD Specification for the

respective items of work/ trades prior to the preparation of the Bid.

b. The Bidder shall refer to the relevant Clauses of Pricing Preamble when pricing composite

item of works.

c. The rate for each item must be comprehensive and must include for complying in all respects

with the requirements of the aforesaid specifications, these Pricing Preambles, cover all the

obligations under the Contract, and all matters and things necessary for the proper

construction, completion and maintenance of the Works. No claim for additional payment

shall be allowed for any error or misunderstanding by the Contractor of the work involved.

d. The rate for each item shall also include for all the following -

i. Labour and all connected costs ;

ii. Materials and goods including all connected costs;

iii. Preparatory works and setting out of particular item ;

iv. Complying with regulations of the Municipal Council and/or any other relevant authority under

which particular item of work is to be executed unless otherwise included in the Preliminaries

;

v. Fitting and fixing materials and goods in position, including hoisting to any height or lowering

to any depth and all temporary works, equipment and small tools ;

vi. Plant and equipment unless otherwise included in Preliminaries ;

vii. Handling of materials and working in situation where there is very restricted working space or

no working space ;

viii. Square cutting and Waste of materials ;

ix. Forming of ends, angles, miters and junctions between straight and raking or curved work;

x. Protecting and cleaning ;

xi. All other incidental works and necessary works which are not described in the B.O.Q. but

described in the aforesaid specifications and or shown in the drawings for the proper

completion of the relevant item of work ;

xii. Establishment charges and overheads( not included in preliminaries or anywhere in the Bill Of

Quantities), and profits.

Carried Forward

S07 - 5


Brought forward

e. In addition to above, the rates for items of work in Substructure shall include for the works at

depths extending below ground water table where applicable including excavation under

water, removal and disposal of mud and sand and preparation of place to a condition suitable

for proper execution of the works.

f. Spaces required for the construction of buildings to be used as workshops and stores for

perishable materials, workers rest room, canteen, accommodation are not available within the

site premises. Bidders are advised to inspect the site and suburbs area before preparation of

bids (Refer page S07-23, Item 9)

2. EXCAVATION AND EARTHWORK

a. All works under this section are measured net and no working space is allowed.

b. The Contractor shall be responsible for the design and execution of the excavation method

which is subject to scrutiny by the Engineer. However, scrutiny by the Engineer shall not in

any way relieve the contractor of his responsibilities and duty of care.

c. Existing ground levels shown in the Drawings have been taken at the surface of the ground,

with no particular differentiation to indicate buried foundations, pavings etc.

d. The Contractor shall note that the rate for compacted earth fill and granular fill, stone, gravel

and sand beds shall include for imported materials or materials from borrow areas.

e. Dewatering has been measured under Bill No. 1(Substructure)

f. Rates for Excavation & Earthwork shall include for -

i. Accepting site as found and preparing to condition suitable for proper execution of the Works

ii. Excavating by whatever means are necessary including excavation done manually or by

machine in any type of ground including ground with boulders (except rock) and excavation

around existing RCC. bored piles and jet grout piles ;

iii. Trimming sides, keeping clean and consolidating bottom of basement, sumps, pits

and trenches ;

iv. Backfilling and disposal of surplus excavated materials as specified and directed ;

v. Any necessary additional works required due to

a. Working space required by the Contractor ;

b. Earthworks supports ;

c. Formwork ;

vi. Any additional trimming or appropriate backfilling to provide specified or approved

formations and profiles necessitated by the uneven excavation of the earth, unless otherwise

measured separately ;

g. Rates for compacted earth fill, granular fill and gravel and sand beds shall include for

finishing sub-grade to slopes and falls, depositing in layers, leveling, blinding, and machine or

hand-packing to form vertical or battered or level faces, and for forming sinking where

required under floor slabs or sub-floor layers.

h. Rates for approved damp-proof membrane shall include for laps, and straight, raking and

circular cutting, and for notching around all obstructions.

S07 - 6


3. CONCRETE WORK

a. Rates for concrete work shall include for -

i. Mixing as per specification, depositing, handling, hoisting and placing at any height or depth ;

ii. In case of readymix concrete, transporting, admixtures, handling, pumping/hoisting and

placing at any height or depth ;

iii. Packing and tamping around reinforcement, including vibrating ;

iv. Contractor's designed kickers, construction joints and sealants ;

v. Finishing to slopes and falls, and preparing surface ready for screeds or paving, where

necessary, including cutting to sizes and temporary supports to form necessary grooves ;

vi. Curing ;

vii. Preparation of ground surface, grading to slope and falls, if any, and machine or hand

packing to form vertical or battered or level surface and all necessary formwork to edges of

blinding concrete in case of pile caps ground slab/ramps/beams.

FORMWORK

a. Formwork for similar concrete members are measured together irrespective of the height or

depth and the shape or form.

b. Extra-over rate for a particular type of high quality formwork should be applied only for the

areas of formwork which requires such high quality type formwork as specified.

c. Formwork shall be properly designed and strictly as described in the specifications for the

particular type of concrete surface finish and it should be sufficiently strong and grout tight.

d. Faces of Jet grouting piles, masonry and concrete work which will be formed or used as

formwork shall not be measured as formwork and no payment shall be made for same.

e. Rate for formwork shall include for -

i. Fabricating setting up and erection at any height or depth ;

ii. Strutting, supporting through lower floors and supporting at any level, including additional

propping, strutting and supporting decks ;

iii. Coating with shuttering oil and or lining ;

iv. Easing, striking and removing ;

Carried Forward

S07 - 7


Brought forward

v. Cleaning, preparing for reuse ;

vi. Removal when no longer required ;

vii. Props, stays, struts, wedges, bolts, incidental items and materials such as nails, screws

anchors hooks etc ;

viii. All overlaps and passing at angles ;

ix. Labour at intersections and narrow widths ;

x. Rubbing down and making concrete surface good after removal of formwork ;

xi. All fillets, to form grooves, rebates and throats, splays or chamfers, raking and circular

cutting, and cutting around all pipes, sleeves, conduits, ducting, metal sections and fittings;

xii. Providing samples as required by the Engineer of the different formed finishes specified.

REINFORCEMENT

a. i. Standard length of reinforcing bar for the purpose of measurement shall be 6.0 m.

ii. Payment for bar reinforcement shall be to be nearest Kilogram.

b. Rates for reinforcement shall include for -

i. Rolling margin ;

ii. Preparation of bar bending schedules ;

iii. Straightening as required and cleaning of bars ;

iv. Cutting, bending and binding ;

v. Hoisting and placing in position at any height or depth ;

vi. Binding wires, and cover blocks.

vii. Necessary spacers. (inevitable laps & chairs paid separately)

viii. Aligning and supporting in position during concreting.

S07 - 8


PRECAST CONCRETE WORKS

a. Rates for precast concrete works shall include for -

i. Moulds and for formwork with the required finish to all exposed surfaces in accordance with

the specifications, hacking surfaces to form key for rendering etc, and hoisting to any height

or depth including providing any lifting holes or other devices to the approval of the Engineer,

building in, including bedding and jointing in mortar as required, and any necessary strutting

and supporting.

ii. The requirements of the Pricing Preamble clauses which refer to Concrete Work,

Reinforcement and Formwork.

iii. Loading, transporting to Site, unloading, handling and stacking.

iv. Hoisting and fixing in position at any height or depth.

4. MASONRY WORK

a. In the calculation of the volumes of brick wall which are not multiples of the size of standard

bricks, the thickness of such walls shall be taken as the thickness of full bricks from which

they can be cut. The same principle of calculation of volume shall be used for all brickwork of

which the cross-sectional dimensions are not multiple of brick sizes.

b. Rates for brickwork/Block work shall include for -

i. Plumbing, angles, straight cutting, forming rebates, reveals and raking out joints for

plastering;

ii. Splay cutting, rough cutting, fair cutting, forming chases or grooves for slabs, partitions,

staircases, roofs and the like, bonding ends of walls, building in or cutting and pinning in and

making goods on lintels, timber and steel works ;

iii. Building at any level or height of slabs or beams, additional labour in kerbs, isolated and

attached piers, all cutting, bonding at angles and intersections, building into or against

adjacent work, wedging and pinning up to soffits;

iv. Supplying and fixing metal clamps, Galvanized, steel boundary ties, and brick reinforcement

etc;

v. Necessary cutting required in walls which are not multiples of brick size ;

vi. Preparing existing walls for raising and pinning new brickwork ;

vii. Bonding new walls to concrete faces and old walls where necessary, and materials to be

used for such bonding.

Carried Forward

S07 - 9


Brought forward

c. Rates for Damp Proof Course shall include for -

i. Necessary leveling screed and trimming top of rubble/block/brick plinth wall ;

ii. Fair edges, rounded edges, drips and arises, angle fillets ;

iii. Turning nibs of asphalt into grooves ;

iv. Cutting to line and jointing new to old asphalt.

d. Rates for Rubble Masonry shall include for -

i. All joggles, cramps, dowels, ties, templates ;

ii. Plumbing, angles, fair returns, setting, jointing, eaves filling, pointing and fixing in position,

hoisting to any given height or depth ;

iii. Bonding ends of walls, rough cutting and fair cutting ;

iv. Leveling up in walling for Damp Proof Courses, sills, thresholds, string courses, copings and

the like ;

v. Forming straight vertical joints next to dressings, panels, brickwork etc ;

vi. Forming openings and dressed margins ;

vii. Forming chases, throats, rebates, margin flutes, sinking, chamfered and rounded edges, and

all labour connected therewith.

5. WATER PROOFING

a. Rates for Water Proofing shall include for ;

i. For necessary leveling and trimming top of rubble/block/brick plinth wall ;

ii. Fair edges, rounded edges, drips and arises, angle fillets ;

iii. Forming internal and external angles, bonding bricks/blocks and the like ;

iv. Turning nibs of asphalt into grooves and asphalting around brackets ;

v. Cutting to line and jointing new to old asphalt ;

vi. Temporary screeds, ground and rules.

S07 - 10


6. STRUCTURAL STEELWORK

a. Rate shall include for :

All shop fabrication work, including cutting, drilling, bolting, riveting, welding, grinding,

delivering, unloading, hoisting, erecting and fixing.

7. METAL WORKS

a. Type and quality of steel to be used for metal work shall be as per drawings and relevant

specification clause and or shall conform to latest British Standards.

b. Contractor to prepare shop drawings for approval of the Engineer.

c. Rates for Metal Work shall include for anchors, screws, dissimilar metals and providing

thermal movement and the preamble clauses for Structural Steel Work where relevant and

they shall apply equally to relevant items of this section.

d. Fabrication & fixing of Aluminum components shall be carried out by experienced tradesman.

The Contractor shall furnish particulars of Aluminum fabricator through the engineer for his

approval.

The Contractor will be required to furnish a guarantee on material and workmanship for a

period of 8 years from the date of handing over of Works in the form required by the

employer, binding the Aluminum manufacturer and the Contractor jointly and severally

e. Rate for Aluminum doors, windows & partitions shall include for

i. Glass and glazing

ii. All necessary ironmongery

iii. Furnishing shop drawings (materials & workmenship should be accordance with the

specifications given under the aluminium works)

iv. Furnishing guarantee's as required by the employer

v. Sampling and submission of test reports to the engineer as directed

S07 - 11


8. ROOF COVERING AND ROOF PLUMBING

a. Rates for roof covering and roof plumbing shall include for :

i. Hoisting, placing and fixing in position ;

ii. Straight cutting, raking cutting, circular cutting, notching, and working around obstructions

and waste ;

iii. Nails, screws and the like ;

iv. Drilling and making holes or opening and the like;

b. Rates for flashings shall include for the following in addition to the requirement of "a" above -

i. Bending and cutting to required shape and forming roll edges ;

ii. Angles, edges and ends ;

iii. Notching over roofing ribs or dressing into roof cover/concrete as the case may be ;

iv. Forming and dressing into or around walls at obstructions and the like ;

v. Stepping up ;

vi. Sealing with sealant materials.

S07 - 12


9. CARPENTRY(Roof and ceiling frame)

a. Sizes of all timber given are finished sizes.

b. All timber shall be well seasoned and treated against insect and termite attack before

fixing in position

c. Rates for carpentry shall include for -

i. Any type of cutting required, sawing, notching, drilling, trimming, framing, jointing, splayed

edges and the like, hoisting and fixing in position with nails, spikes, plugs, screws, and gluing

and priming to joints and ends ;

ii. Forming splayed edge, grooves, chamfers, scribed and rounded edge, beveling, molding and

the like ;

iii. Plugging, wedging, nuts and washers with bolts, sprockets and pins and the like ;

iv. Nogging or solid bridging, cut between studs or joints for structural timber.

v. Rebating, singings, grooving, mortising ;

vi. Additional timber lengths required for carpentry jointing ;

vii. Protection and keeping clean for staining, polishing or painting where applicable ;

d. Rates for roof decking shall include for machine sanding, protecting and preparing in addition

to the requirements c above.

e. Rates for walls and ceiling lining shall include for jointing and fixing to walls/ ceiling/ eaves

etc. all cover and joint strips, in addition to the requirements c above.

f. Rates for timber paneling/wall lining shall include for cover moldings, sills, stiles and head

moldings to openings as relevant.

S07 - 13


10. JOINERY

a. Sizes of all timber given are finished sizes.

b. All timber shall be well seasoned and treated against insect and termite attack before fixing.

c. Timber used for joinery works shall be well seasoned well treated and in one species of

special class timber recommended for the particular class of Joinery works as specified in the

Specification.

d. Rates for Joinery shall include for -

i. Any type of cutting required, sawing, notching, drilling, trimming, planning, forming and

jointing and the like, fixing in position complete with nails, spikes, plugs, screws and gluing

and priming to joints and ends ;

ii. Forming splayed and tongued edges, rebates mortises, grooves, chamfers, scribed and

rounded edges, beveling, moulding, margin and the like and rounded corners, sinkings ;

iii. Working to stated sizes, for all short lengths making mitres, joints and ends ;

iv. Necessary bolts, dowels metal clips, anchors, grips and fixing joinery ;

v. Gluing, dowelling, plugging, wedging pining and the like ;

vi. Punching heads and filling with approved filler if nails or pins are used for fixing ;

vii. Countersinking and filling heads with approved filler, if brass screws are used for fixing ;

viii. Painting rebates of frames before fixing glass ;

ix. Bedding in cement mortar filling and hanging to frame lining ;

x. Keeping clean for staining, polishing or painting;

xi. Painting, Laquering or Varnishing as specified.

e. Preambles for Glazing section and a, b and c under Painting and Decorating section shall

equally apply to Joinery works.

f. Ironmongery

i. All cutting, fitting, sinking, boring, mortising ;

ii. Matching screws for ironmongery

iii. Removing during decoration, refixing after decoration, leaving oil and in proper working order

on completion and supplying and labeling all keys and handing over to Employer.

S07 - 14


11. WALL,FLOOR AND CEILING FINISHES

a. i. All works under this trade shall be measured in m2

after deduction for voids, openings, doors

and windows

ii. All other small quantities/panels/narrow widths/ arises/ reveals/ angles/ ends/short lengths

including those of tiling work on door and window jambs and reveals are measured together

with the respective tiling item and labour in such work shall be included in the rate for the

main finishing item and they shall not be measured/paid separately.

b. Rates for wall, floor, ceiling finishings and wall floor screed and bedding shall include for -

i. All temporary rules, screeds, templates and supports, curing and cleaning off on completion

and exact thickness required to finish ;

ii. Caulked joints and making good and cutting around bolts, pipes conduits, sleeves, ducting,

fittings, sections, obstructions and the like ;

iii. Tamping and compacting ;

iii. Raking out joints of new brickwork/Block work or hacking concrete to form key, including

brushing, cleaning off and dampening ;

iv. Forming internal and external angles and arises ;

v. Any extra thickness required to finish to true levels ;

vi. Any additional dubbing out required to plastered surfaces of brickwork and to the finished

surface of concrete to obtain the requisite standard of finish ;

vii. Samples to be submitted for the approval of the Engineer.

c. Rates for tile slab or block finishing to floor and wall shall also include for the following in

addition to the above -

i. Straight raking and circular cutting ;

ii. Dubbing out or packing to concrete surface to correct deviations within specified tolerance ;

iii. Laying or finishing to falls or cross falls ;

iv. Expansion joints at perimeter and between bays where required in case of floor tile paving;

v. Sand blasting, cleaning, waxing and appropriate floor finishings.

Carried Forward

S07 - 15


Brought forward

d. Rates for ceiling lining shall include for the following

i. Working to sides and soffits of attached or isolated beams and soffit of staircases where

relevant;

ii. Additional forming required for lighting and air-conditioning grills ;

iii. Straight, raking and circular cutting ;

iv. Neoprene sealing for air tightness around hatches if any ;

v. Matching edges where cutting occurs and for filling the heads of fixings with approved filler

where relevant ;

vi. Painted mild steel hanging rods.

12. GLAZING

a. i. Type of Glazing shall be as specified.

ii. Thickness of glazing shall be as per the design of the approved specialist contractor who will

be engaged by the Contractor. However, the minimum thickness shall be 6mm.

b. Rates for Glazing shall include for -

i. Glazing, fixing, bedding priming and panel pins and other materials and labour for same and

cutting to size ;

ii. Templates, straight cutting, circular cutting, grinding edges or special type of edges required

and sand blasting ;

iii. Glazing beads, washlether or neoprene strip, glazing sealant, weather stripping, caulking joint

silicone joint ;

iv. Replacing cracked or broken glass ;

v. Making holes where necessary ;

vi. Samples to be submitted for the approval of the Engineer.

S07 - 16


13. PAINTING AND DECORATING

Note

Colour and the quality of all paint and other painting materials shall be approved by the

Engineer prior to use.

a. Rates for painting shall include for -

i. Preparation of surfaces, cleaning down, smoothing, etc ;

ii. Submission of samples for the approval of the Engineer ;

iii. Protection of floors, walls and fittings etc ;

iv. Working to returns, painting in any colour, multi- colour works, cutting into line at junctions of

different colours at angles or plain surfaces, painting in small quantities ;

v. Cleaning down upon completion

b. Rates for work to isolated general surfaces shall include for working on door frames, linings,

window subframes (where of a differing material to the window), skirting, rails, architrave's,

bars, posts, balusters and the like.

c. Rates for work to glazed general surfaces, glazed windows and the like (measured both

sides, flat over glass, irrespective of size and panes) shall include for work to edges and

glazing rebates, returns and moldings of frames, mullions, transoms, architaves and the like.

d. Rates for work to pipes and conduits (which shall include trunking, ducting and the like) shall

include for all work on hangers, supports, brackets and the like.

S07 - 17


14. PLUMBING

a. The rates for Plumbing shall include for :

i. Refer specifications for full description of materials and workmanship.

ii. Screws, nails, sockets, connectors, backnuts, nipples, and standard pipe fixing or supporting

clips, saddles, brackets straps, screws, nails, solder rivets connectors, flanges pipe sleeves,

brackets, made bend holder bats and the like.

iii. Short lengths, joints connections and couplers in running length.

iv. Sealing, fixing and support with holder bats or pipe clips cut and pinned built in wall or slabs.

v. Plugging screwing to walls or ceiling

vi. All laps, straight cutting and waste

vii. The fittings including bends, tees, collars, reducers elbows, valve sockets, junctions, caps

and the like for pipe less than or equal 50mm dia pipe.

viii. Jointing compound, solvent cement and incidental materials and labour.

ix. Connecting pipes to sanitary fixtures and appliances.

x. Standard and special pipe fixing arrangement where necessary fittings, supporting

clips,saddles,brackets, holder bats straps etc.

xi. All builders works such as chasing and forming holes through brick work/ blockwork/

foundations and concrete slabs beams columns floor slabs manholes and like and making

good all damages.

xii. Testing and disaffection after completion.

b. Rates for sanitary fittings shall include for

i. Fittings such as taps, waste water outlet, flushing cistern, internal overflows and the like and

supporting brackets, incidental materials for fixing.

ii. Assembling, jointing together, fixing components parts and jointing to pipes including

necessary coupling and for leaving perfectly clean undamaged and in perfect working order

as on completion.

Carried ForwardS07 - 18


Brought forward

c. Jointing and or connecting pipes to sanitary fittings.

Any special water supply and drainage fittings such as bends, tees, reducers etc. unless

otherwise specified separately in the Bill of Quantities, shall be deemed to have been

included in the relevant items and such items should accordingly be rated to include for such

specials etc. and for any extra work involved and the satisfactory completion of such items.

Where pipes pass through walls or slabs these shall be wrapped with a layer of inert

materials. For pipes exceeding 50 mm dia sleeve pipes shall be used for the full thickness of

slabs, walls or beams through which the pipes pass.

DRAINAGE WORK

a. The provisions and the clauses of precedence trades shall equally apply to relevant item of

this trade.

b. The rates for trench excavation for pipes shall include for depending and widening the trench

as necessary to enable the barrels of pipes of rest on firm and to facilitate jointing.

c. The rates for rock excavation in trench excavations shall include for importing selected

materials to replace any excavated rock which is unsuitable for back filling and for all

additional rock excavation and appropriate filling beyond the maximum measurable in

accordance with the specification.

d. The rates for concrete beds and surrounds to pipes shall include for flexible joints and any

necessary formwork where required by the specification.

S07 - 19


15. ELECTRICAL INSTALLATIONS

a. The execution of Electrical Installation shall every respect comply with the current

Regulations of the Institute of Electrical Engineers, London, requirements of Ceylon

Electricity Board and the area Authority.

b. The rates for equipment and control area, distribution boards, meters, switches, fuses, etc.

shall include for connecting up, fixings and supports for the complete installation and for

suitable mounting boards, frames, supports, housings and cabinets where required.

c. The rates for cables, tape, bus-bar trunking etc. (except where included in sub circuits or

electrical points) and the like shall include for joints in the running length, all allowances for

sagging snaking, for drawings through conduits, laying in trunking of surface fixing where

retired with cable supports, clears, hangers, channels, insulators and the like.

d. i. The rates for cables and the like laid in benches shall include for drawing through conduits or

ducts where required.

ii. The rates for cable terminations shall include for all connections point boxes, insulating and

jointing materials, cable terminations glands, lock nuts, bushes and the like.

e. i. The rates for conduits trunking cable tray etc. (except where included in sub circuits of

electrical points) and the like shall include for all short lengths, joints and couplers in the

running length, and for all fixings and supports with approved saddles, crumpets, clips and

the like cut and pinned, built-in or plugged and screwed to walls or ceilings including

chasing brick work, block work, concrete slab beams walls columns and the like and make

good.

ii. The rates for conduits and the like shall include for all bends, tees, socket and the like,

cutting, screwing, threading, jointing and providing all conduit boxes, junction boxes and the

like.

f. The rates for the installation of sub main circuits, lighting points switched points, socket

outlets, fused spur outlets, isolators, etc. (other than those applicable to the distribution

switch gear) shall include where applicable, for all conduit, trunking, cable tray, cabling,

terminations, fixings and connections from the distribution

switched gear to and including the point (accessories measured separately) and shall be

deemed to include for any item mentioned in the Electrical installation Specification but not

shown on the drawings and vice-versa.

g. The rates for lighting fittings, fittings such as ceiling fans and extract fans, and for appliances

such as air- conditioning units shall include for assembly, fixing and connection from the spur

outlet or isolator to the fitting or appliance with all necessary additional wiring earthling and

outlet roses and leaving perfectly clean and undamaged on completion.

h. The rates for fixing only fittings and appliances provided by the employer should include in

addition to the foregoing for accepting delivery, storing and handling the fittings and providing

any additional materials and internal wiring.

Carried ForwardS07 - 20


Brought forward

j. The rates for connections only to fittings and appliances such as pumps, water heaters, air

conditioning units and extract fans shall include for connection from the isolator or spur outlet

to the fitting or appliance (these being measured separately) , with all necessary additional

wiring, earthling and outlet roses.

k. The rates for power outlets shall include for mounting boxes and frames.

l. The rates for power switched with remote outlets shall include for the additional outlet plates

and boxes.

m. The rates for switched socket outlets shall include for 1 No fused plug top and 4 No fuse

links.

n. The preceding preambles shall apply equally to auxiliary installations such as TV

installations, telephone installations, and bell signal systems.

o. Painting of timber work and metal work.

p. If the items of electrical installation are measured as sub circuit point wiring or in electrical

points, the rates for such items shall include for :

i. The preceding clauses of this trade where relevant.

ii. Preparation of asbuilt drawings to be submitted to Employer at the handing

over/ practical completion.

iii. All items and accessories required for proper installation as per specification and

regulation up to load point and labour connected therewith.

iv. All wiring, conduiting and cables and labour connected therewith if not measured

separately.

v. Items specified in the specification but not shown in the drawings.

vi. Disconnecting and refixing of electrical fitting and appliances as required for the

convenience of other trades.

vii. Painting of timber work metal work executed under this trade.

q. Rate to include submission of Megar Test report of the building Electrical Installation from

Charted Electrical Engineer

S07 - 21


Mode Of Payment Category

A

B

C

Paid on satisfactorily completion of the item. D

In equal installments over the contract period E

F

On the completion of works G

Serial

NoDescription

Mode of

payment

category

Unit Amount

Insurance and Securities

1 Allow for providing a Performance Security.

A

Provisional

sum 30,000.00

2 Allow for providing an Advanced Payment Security.

A

Provisional

sum 120,000.00

3 Provisional sum for insurance of Works, Machinery &

Equipment, Plant, Materials, third party persons &

property and Employer's personnel & property at site

as per the Contract. A

Provisional

sum 70,000.00

4 (a ) Provisional sum for insurance against accidents

and injury to Contractor's personnel as per the

contract A

Provisional

sum 30,000.00

( b )Provisional sum for Insurance cover for inquires

and damages to Engineer's personal A

Provisional

sum 30,000.00

Total Carried Forward 280,000.00

PRELIMINARIES

Note 3 : The above recommended percentages may be adjusted by the

Employer/ Consultant to suit the particular project.

Note 1 :The Engineer/Consultant may modify or amended any item, or

delete inappropriate item/s or add new item/s, depending the nature of

the proposed work.

Note 2 :Mode of payment are as below

Reimbursement of actual cost on submission of the relevant

document acceptable to the Engineer plus 5% of the actual cost

of obtaining the Insurance Policies and Securities.

To be paid on signing of the formal Contract Agreement

60% on completion of temporary buildings or structures. 30% in

equal installments over the contract period and balance 10% on

dismantling and removal on completion.

Mode of payment to be mutually agreed between Contractor and

the Employer at the commencement of contract in relation to the

programme of work

S07 - 22


Serial

NoDescription

Mode of

payment

category

Unit Amount

Brought forward 280,000.00

Engineer's Facilities

5 Allow sum for constructing, maintaining dismantling

and removal on completion of the Works, a temporary

building for Engineer's requirements , including

necessary furniture and fittings, furnishing , sanitary

facilities and other facilities such as C Item 100,000.00

( a ) Minimum size of the office space as per

Drg.No.2011-SD-044 ( Type-1 )

( b ) Furniture such as 3 No. tables & 6 No. chairs for

staff

( c ) 1 No. computer table with 1 No. chair

( d ) Allow sum for providing safety facility for the

Engineer and his staff during construction. ( Safety

helmets, Boots and other facilities )

6 Allow sum for providing telephone and facsimile

facilities , electricity and water services for the

engineer's site office for their use in connection with

the Works D Item 30,000.00

7 Allow sum for maintenance, rental, consumption

charges etc. for telephone and facsimile facilities,

electricity and water services for the engineer's site

office for their use in connection with the Works E Item 100,000.00

Contactor's facilities


and removal on completion of the Works, a temporary

site office of adequate size including staff rest room

and toilets and other facilities for the contractor's site

management staff in accordance with the plans

prepared by the contractor and concurred by the

Engineer. Site office type -11 as per Drg. No. 2011-

SD-045 C Item 90,000.00

9 Allow sum for constructing, maintaining off site and

dismantling and removal on completion of the Works,

buildings to be used as workshops and stores for

perishable materials. Buildings shall be constructed in

accordance with the drawings prepared by the

Contractor and concurred by the Engineer. The lump

sum shall also include for altering, modifying or

dismantling and re-erecting off site all temporary

buildings / structures if required. C Item 50,000.00

Total Carried Forward 650,000.00 S07 - 23


Serial

NoDescription

Mode of

payment

category

Unit Amount

Brought forward 650,000.00


and removal on completion of the Works, temporary

buildings on site in accordance with the plans

prepared by the Contractor and concurred by the

Engineer accommodate the following: C Item 100,000.00

1. Toilet and wash areas

2. Sick / First-Aid room

Facilities to workmen shall conform to the latest public

health and industrial regulations

Note: No accomodation will be allowed inside the

premises

11 Allow sum for providing accommodation including

sanitary facilities and transport for Contractors staff

and workmen off site E Item 35,000.00

12 Allow sum for providing telephone and facsimile

facilities , electricity and water services for the

Contractor's site office for their use in connection with

the Works D Item 100,000.00

13 Allow sum for maintenance, rental, consumption

charges etc. for telephone and facsimile facilities,

electricity and water services for the Contractor's site

office for their use in connection with the Works E Item 100,000.00

14 Allow sum for Contractor's transport facilities at site

Construction management and supervision E Item 25,000.00

15 Allow sum for employing suitably qualified and

experienced technical personnel on full time basis for

Construction Management Services at the site E Item 720,000.00

Category Qualifications Monthly

Engineer B.Sc. Civil 50,000.00

(full time) (5 Yrs.experience)

Technical Officer NDT Civil or 30,000.00

(full time) equivalent

(5 Yrs.experience)

16 Allow sum for employing supervisory staff not listed

under item 15 above, on full time basis. Listed below

are the particulars of staff to be engaged E Item 120,000.00

Category Qualifications Monthly salary

Chartered Engineer Charter (civil) 80,000.00

(visiting-

10hrs. Per week) (10 Yrs. Exp.)

Total Carried Forward 1,850,000.00

S07 - 24


Serial

NoDescription

Mode of

payment

category

Unit Amount

Brought forward 1,850,000.00

Setting Out

17 Allow sum for employing a licensed land surveyor to

define the building site work etc. , check levels and

carry out such other survey as may be necessary to

establish accurately the placing of forms and pouring

of concrete and all other setting out in both vertical

and horizontal plane F Item 35,000.00

18 Allow lump sum for setting out of Works in

accordance with drawings and other written

information given by the Engineer F Item 25,000.00

Quality ,Standards and Progress

19 Allow sum for provision of progress reports including

photographic records and other schedules include in

the ICTAD publication - Guidelines for Effective

Construction Management. (ICTAD/CM/01), relevant

to contract administration as directed by the Engineer

E Item 35,000.00

20 Allow sum for all cost in connection with preparing

samples for Testing, of Materials, Goods etc. as

stipulated in the specification, obtaining test reports

and submitting the same to the Engineer E Item 30,000.00

21 Allow sum for provision of shop drawing ,bar

schedules etc. for Engineer's approval E Item 35,000.00

22 Allow sum for provision of 2 sets of (hard copies and

soft copies) as - built drawings of all services, for

Engineers approval D Item 35,000.00

Health Safety and Environment

23 Allow lump sum for engaging the service of an

adequately trained person to attend to first-aid

medical duties including a provision of a first aid box

and regular supply of medicine ,linen etc E Item 35,000.00

24 Allow lump sum for the following services throughout

the period of construction for the Engineer's office,

Constractor's site office and workers rest room and

other facilities E Item

Deleted

Total Carried Forward 2,080,000.00 S07 - 25


Serial

NoDescription

Mode of

payment

category

Unit Amount


25 Allow sum for the following services throughout the

period of construction for the Engineer's office,

Contractor's site office and worker's rest room and

other facilities;

a. Employing workmen to clean and maintaining all

areas to be in good hygienic conditions including

toilets , wash areas , kitchen etc. E Item 30,000.00

b. Supplying adequate drinking water , water for

washing purposes, soap, detergent, etc. throughout

the period of construction E Item 25,000.00

26 Allow sum for providing all necessary safety

measures to workmen at site confirming to the latest

industrial safety regulations and as directed by the

Engineer E Item 60,000.00

27 Allow sum for making adequate provisions against air

and noise pollution of surrounding areas. Hoarding

and dust screens shall be provided to control dust

escaping to surrounding areas E Item 70,000.00

28 Allow sum for maintaining the site in a clean and

orderly manner at all times and during the entire

contract period E Item 70,000.00

29 Allow sum for demobilization , removal of all rubbish

& debris and clearing up site on completion , leaving

all in good order and handing over G Item 60,000.00

Security and Protection

30 Allow sum for employing an adequate number of

security personnel and security systems on full time

basis throughout the period of construction, and

providing for necessary security lighting and warning

system E Item 130,000.00

31 Allow sum for providing and maintaining necessary

fencing ,hoarding and gates for safe guarding the

Work , Materials and plant as directed by the

Engineer E Item 25,000.00



Serial

NoDescription

Mode of

payment

category

Unit Amount


32 Allow sum for protection of public and private

services at site. The Contractor shall take due care to

protect, water supply and drainage systems,

telephone and overhead / buried electrical cables etc.

whose locations are identified make available to the

bidder at the time of bidding , unless earmarked for

demolition, during the execution of the Works. The

contractor is to make good any damage due to any

cause within this control at his own expenses or pay

any cost and charges in connection therewith

E Item 50,000.00

Services and Facilities

33 Allow sum for supply of water for the Works and

paying all charges and other expenses in connection

with the supply from water mains or any other

alternative method of water supply , storage and

reticulation E Item 100,000.00

34 Allow sum for supplying temporary electricity for the

Works including connection, distribution system for

the works , internal arrangements and all payments to

the authorities for consumption E Item 70,000.00

35 Allow sum for providing hoisting equipment and other

plant for the use of the Works on site(dry hire) F Item 50,000.00

36 Allow sum for providing small machinery and

equipment for the use of the Works at site( Hammer

drill, Jack hammer, Compressor etc.) F Item 35,000.00

37 Allow sum for erecting and maintaining scaffolding

and/or self climbing platforms. Such scaffolding etc.

shall be removal on completion and all Works

disturbed shall be made good F Item 50,000.00

Miscellaneous

38 Allow sum for stamp duty in accordance with the

prevailing regulations of the Government B Item 60,000.00

39 Allow sum for providing and maintaining a name

board to the specifications and/or as directed by the

Engineer C Item 40,000.00

40 Allow sum for excavation for trial pits / trial trenches

as specified or as directed by the Engineer as for

locating services etc. and rein staining the ground and

making good disturbed work to the satisfaction of the

Engineer F Item 60,000.00

Total 3,065,000.00 S07 - 27


ITEM DESCRIPTION QTY UNIT RATE AMOUNT

BILL NO 1 - SUBSTRUCTURE

B - EXCAVATION & EARTH WORK

Refer pricing Preambles

1.B.1 Clearing site including removal of roots and

growth of every description, removing topsoil

upto a depth of 150mm extended upto 3.0m

beyond the outer walls of the proposed

building and carting away the waste material

from the site where directed.

(Approx.800.00 m2) 1.00 Item 5,000.00 5,000.00

1.B.2 Demolition of existing building including

clearing all construction debris from the site 1.00 Item 150,000.00 150,000.00

1.B.3 Cutting & leveling the land to required levels

of existing building 1.00 Item 25,000.00 25,000.00

Excavation commencing from existing

ground level, not exceeding 1.0 M deep in

any material except rock requiring blasting,

part return fill in ram and surplus disposed as

directed.

1.B.4 For combine footings 116.50 m3

560.00 65,240.00

1.B.5 For raft footings 17.60 m3

560.00 9,856.00

1.B.6 For staircase footings 0.81 m3

560.00 453.60

1.B.7 For wall trenches 6.00 m3

560.00 3,360.00

Excavation commencing from existing

ground level, exceeding 1.0 M but not

exceeding 2.0M deep in any material except

rock requiring blasting, part return fill in ram

and surplus disposed as directed.


700.00 9,870.00

Filling under floors

1.B.9 Filling under floors including leveling,

watering & compacting (well rammed and

consolidated) in 150mm layers with imported,

selected earth. 33.00 m3

1,700.00 56,100.00


S07 - 28


ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 324,879.60

Earthwork Supports


Earthwork supports, (Planking & Strutting )

total depth of excavation not exceeding 1.0m

and distance between vertical sides

(opposing faces) of not exceeding 2.0m,

(Payment will be made only if actually

executed on the order of the Engineer)


1,100.00 22,000.00

1.B.11 For staircase footings 4.35 m2

1,100.00 4,785.00

1.B.12 For wall trenches 22.60 m2

1,100.00 24,860.00

Earthwork supports, (Planking & Strutting)



(opposing faces) of exceeding 2.0m but not

exceeding 4.0m (Payment will be made only

if actually executed on the order of the

Engineer )


1,400.00 116,200.00


1,400.00 13,300.00





exceeding 6.0m (Payment will be made only

if actually executed on the order of the

Engineer )


1,700.00 12,750.00





exceeding 10.0m (Payment will be made

only if actually executed on the order of the

Engineer )


2,000.00 18,000.00


S07 - 29






(opposing faces) of exceeding 14.0m but

not exceeding 16.0m (Payment will be made

only if actually executed on the order of the

Engineer )


2,800.00 26,600.00


total depth of excavation exceeding 1.0m but

not exceeding 2.0m and distance between

vertical sides (opposing faces) of exceeding

2.0m but not exceeding 4.0m (Payment will

be made only if actually executed on the

order of the Engineer )


1,100.00 8,800.00


total depth of excavation exceeding 1.0m but

not exceeding 2.0m and distance between

vertical sides (opposing faces) of exceeding

4.0m but not exceeding 6.0m (Payment will

be made only if actually executed on the

order of the Engineer )


1,400.00 8,400.00

Dewatering

1.B.20 Allow for dewatering, in the manner approved

by the engineer to keep all excavation dry

until all works in substructure are completed

(payment will be made only if actually

executed on the order of the engineer )

1.00 Item 10,000.00 10,000.00


S07 - 30



Anti Termite Treatment

1.B.21 Allow for anti treatment for barrier and colony

elimination at preconstruction stage. The

service provider should hold a valid license

for termite treatment issued from register

Department of Agriculture. Rate to include for

a complete treatment with

1.Treatment before placing the foundation.

2. Treatment after placing floor concrete

3. Treatment along the periphery of the

building. The service provider should give

minimum 10 years warranty against termite

treatment. the service provider should submit

the list of Termiticide intended to use for

Engineer's approval. the following minimum

requirements to be maintained.

1.Application rate 5l/m2

2.Termiticide Concentration : 12.5ml/L

3. Termite pump pressure rate : 250 psi Provisional sum 300,000.00

TOTAL CARRIED TO COLLECTION ON PAGE NO S07- 38 890,574.60

S07 - 31



C - CONCRETE WORK


Lean Concrete

75mm thick lean concrete 1:3:6 (40mm)

aggregate in the following ;

1.C.1 Under combine footings 116.50 m2

820.00 95,530.00

1.C.2 Under raft slab 17.60 m2

820.00 14,432.00

1.C.3 Under staircase footing 0.06 m2

820.00 49.20

Mass Concrete

Mass Concrete 1:3:6( 40mm) in the

following.

1.C.4 150mm thick under wall foundations 10.00 m2

1,630.00 16,300.00

1.C.5 75 mm thick ground floor concrete 165.50 m2

820.00 135,710.00

Reinforced Concrete

Reinforced cement concrete Grade 'C - 25'

in the following

1.C.6 In combine footings 16.50 m3

12,500.00 206,250.00

1.C.7 In column shafts 1.00 m3

12,500.00 12,500.00

1.C.8 In foundation beams 10.00 m3

12,500.00 125,000.00

1.C.9 In raft slab 49.00 m3

12,500.00 612,500.00

1.C.10 In raft beams 8.50 m3

12,500.00 106,250.00

1.C.11 In staircase footing 0.17 m3

12,500.00 2,125.00

1.C.12 In staircase shaft 0.21 m3

12,500.00 2,625.00

1.C.13 In plinth beams 1.90 m3

12,500.00 23,750.00

1.C.14 In 225mm thick lift wall 9.70 m2

2,800.00 27,160.00



ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 1,380,181.20

Formwork

Note :Refer pricing preambles

Formwork is measured as the net contact

surface measurement between concrete and

formwork From work for columns and beams

is given as a girth measurement.

Refer section 5.2 in specification for full

description of materials and workmen ship.

Formwork shall provide a finish to concrete

surface to receive plaster as per section

5.4.8.11 in Specification.

Formwork as described to

1.C.15 Vertical sides of combine footings 52.30 m2

1,200.00 62,760.00

1.C.16 Vertical sides of column shafts 12.00 m2

1,200.00 14,400.00

1.C.17 Vertical sides of foundation beam <300mm

high 20.50 m 1,200.00 24,600.00

1.C.18 Vertical sides of foundation beams 33.80 m2

1,200.00 40,560.00

1.C.19 Vertical sides of raft slab 5.10 m2

1,200.00 6,120.00

1.C.20 Vertical sides of raft beams 8.70 m2

1,200.00 10,440.00

1.C.21 Vertical sides of staircase shaft 1.03 m2

1,200.00 1,236.00

1.C.22 Vertical sides of plinth beam <300mm high 26.00 m 1,200.00 31,200.00

1.C.23 Vertical sides of plinth beam 15.00 m2

1,200.00 18,000.00

1.C.24 Vertical sides of lift wall 19.50 m2

1,200.00 23,400.00




Reinforcements


Tor steel rod reinforcement including bends,

hooks, tying wire, distance blocks and

ordinary spacers (Inevitable laps and chairs

included in Quantities) fy = 460 N/mm2

In combine footings

1.C.25 10mm dia. 0.40 MT 145,000.00 58,000.00

In column shafts

1.C.26 25 mm dia. 0.50 MT 145,000.00 72,500.00

1.C.27 20 mm dia. 0.55 MT 145,000.00 79,750.00

1.C.28 10mm dia links 0.35 MT 145,000.00 50,750.00

In foundation beams

1.C.29 25 mm dia. 1.50 MT 145,000.00 217,500.00

1.C.30 20 mm dia. 0.09 MT 145,000.00 13,050.00

1.C.31 16 mm dia. 0.25 MT 145,000.00 36,250.00

1.C.32 10mm dia stirrups 0.50 MT 145,000.00 72,500.00

In raft slab

1.C.33 10mm dia. 1.70 MT 145,000.00 246,500.00

1.C.34 12 mm dia. 0.80 MT 145,000.00 116,000.00

In raft beams

1.C.35 25mm dia 1.70 MT 145,000.00 246,500.00

1.C.36 20 mm dia. 0.10 MT 145,000.00 14,500.00

1.C.37 16mm dia 0.27 MT 145,000.00 39,150.00

1.C.38 10mm dia stirrups 0.70 MT 145,000.00 101,500.00

In staircase footing & shaft

1.C.39 10mm dia 0.02 MT 145,000.00 2,900.00




In Plinth beam

1.C.40 16mm dia 0.15 MT 145,000.00 21,750.00

1.C.41 12mm dia 0.05 MT 145,000.00 7,250.00

In lift wall

1.C.42 12mm dia. 0.35 MT 145,000.00 50,750.00

1.C.43 10mm dia. 0.15 MT 145,000.00 21,750.00

Mild Steel Rod Reinforcement

1.C.44 6mm dia as links in column shaft 0.01 MT 145,000.00 1,450.00

1.C.45 6mm dia as stirrups in plinth beams 0.08 MT 145,000.00 11,600.00

TOTAL CARRIED TO COLLECTION ON PAGE NO S07- 38 3,094,797.20

S07 - 35



D - MASONRY WORK


Rubble Work

Random rubble masonry in cement and sand

1:5 in wall foundation.

1.D.1 350mm thick 13.50 m3

8,000.00 108,000.00

1.D.2 300mm thick 0.50 m3

8,000.00 4,000.00

Damp Proof Course

1.D.3 20mm thick horizontal damp proof course in

cement & sand 1:2 mix and finished with the

application of two thick coats of hot tar

blinded with sand. 23.70 m2

700.00 16,590.00

TOTAL CARRIED TO COLLECTION ON PAGE NO S07-38 128,590.00

S07 - 36



E - WATER PROOFING


Water proofing system, shall consist of two

(2) coats of water proofing concrete slurry

coats.

Surface preparation, mixing, application and

curing shall be strictly in accordance with the

manufacture's instructions.

The Contractor may use any system of water

proofing concrete by crystallization, with the

prior approval of the Engineer.

Rate shall include for chipping, removing and

cleaning all loose materials on the surfaces to

be water proof.

Rate shall include for sealing around gullies,

pipe protrusions with non shrink high strength

cementation grout Master flow 98 or

equivalent

Water proofing to be used approved product

such as" Barallastic "or equivalent

1.E.1 Water proofing to inner side of lift well up to

ground floor level 11.80 m2

1,800.00 21,240.00


S07 - 37



BILL NO 1 - SUB STRUCTURE

COLLECTION

B - EXCAVATION AND EARTH WORK Rs. 890,574.60

C - CONCRETE WORK Rs. 3,094,797.20

D - MASONRY WORK Rs. 128,590.00

E - WATER PROOFING Rs. 21,240.00

TOTAL CARRIED TO SUMMARY ON PAGE S 07 - 113 Rs. 4,135,201.80

S07 - 38




C - CONCRETE WORK

Note:

Refer Pricing Preambles

Reinforced Concrete

Reinforced cement concrete Grade 'C- 25' in

the following ;

In Columns

2.C.1 From ground floor level to first floor level 5.60 m3

12,500.00 70,000.00

2.C.2 From first floor level to second floor level 6.10 m3

12,500.00 76,250.00

2.C.3 From second floor level to third floor level 6.10 m3

12,500.00 76,250.00

2.C.4 From third floor level to fourth floor level 6.60 m3

12,500.00 82,500.00

2.C.5 From fourth floor level to water tank roof slab

level / Machine room floor level 5.50 m3

12,500.00 68,750.00

2.C.6 From Machine room floor level to machine

room roof level 1.50 m3

12,500.00 18,750.00

In Beams

2.C.7 At first floor level 17.50 m3

12,500.00 218,750.00

2.C.8 At second floor level 19.39 m3

12,500.00 242,375.00

2.C.9 At third floor level 19.24 m3

12,500.00 240,500.00

2.C.10 At fourth floor level 14.77 m3

12,500.00 184,625.00

2.C.11 At machine room floor level 4.87 m3

12,500.00 60,875.00

2.C.12 At water tank room roof level 1.35 m3

12,500.00 16,875.00

2.C.13 At machine room roof level 1.81 m3

12,500.00 22,625.00


S07 - 39



In Landing beams at staircase

2.C.14 Between ground floor and first floor 0.15 m3

12,500.00 1,897.50

2.C.15 Between first floor and second floor 0.15 m3

12,500.00 1,875.00

2.C.16 Between second floor and third floor 0.15 m3

12,500.00 1,875.00

2.C.17 Between third floor and fourth floor 0.15 m3

12,500.00 1,875.00

2.C.18 Between fourth floor and Machine room floor 0.15 m3

12,500.00 1,875.00

In Steps and waist of staircase

2.C.19 Between ground floor and first floor (staircase

A & B) 1.56 m3

12,500.00 19,500.00

2.C.20 Between first floor and second floor

(staircase & B) 1.72 m3

12,500.00 21,450.00


12,500.00 21,450.00


12,500.00 25,740.00

2.C.23 Between fourth floor and Machine room floor

2.06 m3

12,500.00 25,740.00

Note:Grade 25 ready mix concrete use for slab.

Rate to include for ready-mix pump

In 125mm thick suspended slab


1,600.00 225,920.00


1,600.00 288,000.00


1,600.00 224,000.00


1,600.00 209,600.00

2.C.28 At Machine room floor level 11.00 m2

1,600.00 17,600.00

2.C.29 At Machine room roof level 45.00 m2

1,600.00 72,000.00

2.C.30 At Water tank room roof level 22.00 m2

1,600.00 35,200.00




In 150mm thick suspended slab


2,000.00 42,000.00

175mm thick suspended slab


2,500.00 100,750.00

In 175mm thick landing slab at staircase


2,500.00 5,750.00


2,500.00 5,750.00


2,500.00 5,750.00


2,500.00 5,750.00


2,500.00 5,750.00

100mm thick weather shade above windows

2.C.38 At ground floor lintol level 7.60 m2

1,300.00 9,880.00

2.C.39 At first floor lintol level 7.60 m2

1,300.00 9,880.00

2.C.40 At second floor lintol level 8.00 m2

1,300.00 10,400.00

2.C.41 At third floor lintol level 11.00 m2

1,300.00 14,300.00

2.C.42 At fourth floor lintol level 4.50 m2

1,300.00 5,850.00

2.C.43 At machine room floor lintol level 1.00 m2

1,300.00 1,300.00

125mm thick gutter base slab

2.C.44 At fourth floor slab level 0.76 m2

1,600.00 1,216.00

100mm thick gutter side walls

2.C.45 At fourth floor slab level 0.54 m2

1,300.00 702.00


S07 - 41



Form work

Refer Pricing Preamble

Refer section 5.2 in specification for full

description of materials and workmen ship.

Form work shall provide a finish to concrete

surface to receive plaster as per section

5.3.8.11 in Specification.

Vertical sides of column shafts

2.C.46 From ground floor level to first floor level 70.70 m2

1,200.00 84,840.00

2.C.47 From first floor level to second floor level 77.50 m2

1,250.00 96,875.00

2.C.48 From second floor level to third floor level 77.50 m2

1,300.00 100,750.00

2.C.49 From third floor level to fourth floor level 88.70 m2

1,350.00 119,745.00


level / Machine room floor level 77.00 m2

1,400.00 107,800.00


room roof slab level 24.10 m2

1,400.00 33,740.00

Sides and soffit of beams


1,200.00 195,600.00


1,250.00 224,625.00


1,300.00 230,750.00


1,350.00 184,410.00

2.C.56 At Machine room floor level 54.30 m2

1,400.00 76,020.00

2.C.57 At Water tank room roof level 14.50 m2

1,400.00 20,300.00

2.C.58 At Machine room roof level 18.50 m2

1,400.00 25,900.00


S07 - 42



Sides and soffit of landing beams at staircase


1,200.00 1,800.00


1,250.00 1,875.00


1,300.00 1,950.00


1,350.00 2,025.00


1,400.00 2,100.00

Sides of steps and waist of staircase


1,200.00 1,872.00


1,250.00 2,145.00


1,300.00 2,230.80


1,350.00 2,779.92


1,400.00 2,882.88

Sloping soffit of staircase


1,200.00 8,640.00


1,250.00 9,625.00


1,300.00 10,010.00


1,350.00 11,070.00


1,400.00 11,480.00

150mm high risers of staircase

2.C.74 Between ground floor and first floor 21.00 m 130.00 2,730.00

2.C.75 Between first floor and second floor 25.00 m 140.00 3,500.00

2.C.76 Between second floor and third floor 25.00 m 150.00 3,750.00


S07 - 43



175mm high risers of staircase

2.C.77 Between third floor and fourth floor 25.00 m 150.00 3,750.00

2.C.78 Between fourth floor and Machine room floor 25.00 m 150.00 3,750.00

Soffit of suspended slab


1,200.00 169,440.00


1,250.00 225,000.00


1,300.00 234,390.00


1,350.00 205,200.00

2.C.83 At machine room floor level 11.00 m2

1,400.00 15,400.00


1,400.00 63,000.00

2.C.85 At water tank room roof level 22.00 m2

1,400.00 30,800.00

Soffit of landing slab in staircase


1,200.00 2,640.00


1,250.00 2,750.00


1,300.00 2,860.00


1,350.00 2,970.00


1,400.00 3,080.00

Soffit of weather shade above windows

2.C.91 At ground floor lintol level 7.60 m2

1,200.00 9,120.00

2.C.92 At first floor lintol level 7.60 m2

1,250.00 9,500.00

2.C.93 At second floor lintol level 8.00 m2

1,300.00 10,400.00

2.C.94 At third floor lintol level 11.00 m2

1,350.00 14,850.00

2.C.95 At fourth floor lintol level 4.50 m2

1,400.00 6,300.00

2.C.96 At machine room floor lintol level 1.00 m2

1,400.00 1,400.00


S07 - 44



100mm high to edge of weather shade

2.C.97 At ground floor lintol level 14.00 m 110.00 1,540.00

2.C.98 At first floor lintol level 14.00 m 110.00 1,540.00

2.C.99 At second floor lintol level 15.00 m 120.00 1,800.00

2.C.100 At third floor lintol level 19.50 m 130.00 2,535.00

2.C.101 At fourth floor lintol level 8.50 m 140.00 1,190.00

2.C.102 At machine room floor lintol level 3.00 m 150.00 450.00

Soffit & sides of gutter


1,400.00 16,380.00

Reinforcement

Note: Refer Pricing Preambles

No allowance have been made for rolling

margin

Tor steel rod reinforcement including bends,

hooks, tying wire, distance blocks and

ordinary spacers (Inevitable laps and chairs

included in Quantities) fy = 460 N/mm2

25 mm dia. in Columns.

2.C.104 From ground floor level to first floor level 0.75 MT 145,000.00 108,750.00

20 mm dia. in columns.


2.C.106 From first floor level to second floor level 1.15 MT 145,000.00 166,750.00

2.C.107 From second floor level to third floor level 1.15 MT 145,000.00 166,750.00

2.C.108 From third floor level to fourth floor level 1.00 MT 145,000.00 145,000.00


level / Machine room floor level 0.45 MT 145,000.00 65,250.00




16 mm dia. in columns





level / Machine room floor level 0.30 MT 145,000.00 43,500.00


room roof slab level 0.15 MT 145,000.00 21,750.00

12 mm dia. in columns


room roof slab level 0.05 MT 145,000.00 7,250.00

10 mm dia.links in columns


25mm dia In beams

2.C.117 At first floor level 0.17 MT 145,000.00 24,650.00

2.C.118 At second floor level 0.17 MT 145,000.00 24,650.00

2.C.119 At third floor level 0.17 MT 145,000.00 24,650.00

20mm dia In beams



2.C122 At third floor level 1.35 MT 145,000.00 195,750.00

2.C.123 At fourth floor level 1.30 MT 145,000.00 188,500.00

2.C.124 At machine room floor level 0.11 MT 145,000.00 15,950.00

2.C.125 At Machine room roof level 0.02 MT 145,000.00 2,900.00




16 mm dia. in beams


2.C127 At second floor level 0.64 MT 145,000.00 92,800.00




2.C.131 At Water tank roof level 0.11 MT 145,000.00 15,950.00


12mm dia In beams








10mm dia stirrups in beams


2.C141 At second floor level 0.61 MT 145,000.00 88,450.00









16mm dia in landing beam in staircase

2.C.147 Between ground floor and first floor 0.01 MT 145,000.00 1,145.50

2.C.148 Between first floor and second floor 0.01 MT 145,000.00 1,145.50

2.C.149 Between second floor and third floor 0.01 MT 145,000.00 1,145.50

2.C.150 Between third floor and fourth floor 0.01 MT 145,000.00 1,145.50

2.C.151 Between fourth floor and Machine room floor 0.01 MT 145,000.00 1,145.50

12mm dia in landing beam in staircase

2.C.152 Between ground floor and first floor 3.10 Kg 145.00 449.50

2.C.153 Between first floor and second floor 3.10 Kg 145.00 449.50

2.C.154 Between second floor and third floor 3.10 Kg 145.00 449.50

2.C.155 Between third floor and fourth floor 3.10 Kg 145.00 449.50

2.C.156 Between fourth floor and Machine room floor 3.10 Kg 145.00 449.50

10mm dia in steps, waist and landing of

staircase

2.C.157 Between ground floor and first floor 0.09 MT 145,000.00 13,050.00

2.C.158 Between first floor and second floor 0.11 MT 145,000.00 15,950.00

2.C.159 Between second floor and third floor 0.11 MT 145,000.00 15,950.00

2.C.160 Between third floor and fourth floor 0.11 MT 145,000.00 15,950.00

2.C.161 Between fourth floor and Machine room floor 0.11 MT 145,000.00 15,950.00




10mm dia in suspended floor slab







2.C.168 At Water tank room roof level 0.20 MT 145,000.00 29,000.00

10mm dia. in weather shades above

windows

2.C.169 At ground floor lintol level 0.07 MT 145,000.00 10,788.00

2.C.170 At first floor lintol level 0.07 MT 145,000.00 10,788.00

2.C.171 At second floor lintol level 0.08 MT 145,000.00 11,327.40

2.C.172 At third floor lintol level 0.11 MT 145,000.00 15,283.00

2.C.173 At fourth floor lintol level 0.04 MT 145,000.00 5,933.40

2.C.174 At machine room floor lintol level 0.01 MT 145,000.00 1,438.40

10mm dia. in Gutter

2.C.175 At machine room roof level 0.13 MT 145,000.00 18,609.30

Mild Steel Rod Reinforcement

(fy=250N/mm2)

6mm dia as links in column shaft









level / Machine room & water tank floor level 0.15 MT 145,000.00 21,750.00

2.C.181 From Machine room floor level to machine 0.05 MT 145,000.00 7,250.00

6mm dia. stirrups in landing beams

2.C.182 Between ground floor and first floor 4.50 Kg 145.00 652.50

2.C.183 Between first floor and second floor 4.50 Kg 145.00 652.50

2.C.184 Between second floor and third floor 4.50 Kg 145.00 652.50

2.C.185 Between third floor and fourth floor 4.50 Kg 145.00 652.50

2.C.186 Between fourth floor and Machine room floor 4.50 Kg 145.00 652.50

Corbel Stone

150mm thick x 475mm long x 225mm wide

corbel stone embedded in wall, reinforced

with 2 No.12mm dia. tor steel bars and 3 No.

6mm dia.bars

2.C.187 At fourth floor level 7.00 Nr. 7,000.00 49,000.00

225x150 high lintols including 2 No. 10mm

dia tor steel bars at bottom & 2 No. 10mm

dia tor steel bars at top & 6mm dia mild steel

stirrups at 125mm centres and necessary

form work.

2.C.188 At ground floor lintol level 15.00 m 1,400.00 21,000.00

2.C.189 At first floor lintol level 10.00 m 1,400.00 14,000.00

2.C.190 At second floor lintol level 12.00 m 1,400.00 16,800.00

2.C.191 At third floor lintol level 8.00 m 1,400.00 11,200.00

2.C.192 At fourth floor lintol level 2.50 m 1,400.00 3,500.00

2.C.193 At machine room floor lintol level 1.50 m 1,400.00 2,100.00

TOTAL CARRIED TO COLLECTION ON PAGE S 07 - 100 9,579,861.10

S07 - 50



D - MASONRY WORK


Brick Work

Brick work in common bricks in cement

and sand 1:5 mortar

One brick thick (225mm) walls

2.D.1 From ground floor level to first floor level 209.30 m2

2,000.00 418,600.00

2.D.2 From first floor level to second floor level 222.39 m2

2,100.00 467,019.00

2.D.3 From second floor level to third floor level 220.23 m2

2,200.00 484,506.00

2.D.4 From third floor level to fourth floor level 232.09 m2

2,300.00 533,807.00

2.D.5 From fourth floor level to roof level / Machine

room & water tank roof level 250.38 m2

2,400.00 600,912.00

2.D.6 From Machine room floor level to machine


2,500.00 104,225.00

Brick work in common bricks in cement

and sand 1:5 mortar

Half brick thick (112.5mm) wall

2.D.7 From ground floor level to first floor level 20.59 m2

1,200.00 24,708.00

2.D.8 From first floor level to second floor level 25.29 m2

1,300.00 32,877.00

2.D.9 From second floor level to third floor level 48.37 m2

1,400.00 67,718.00

2.D.10 From third floor level to fourth floor level 61.36 m2

1,500.00 92,040.00

2.D.11 From Machine room floor level to machine


1,500.00 9,690.00


S07 - 51



E - WATER PROOFING


Water proofing system, shall consist of two

(2) coats of water proofing concrete slurry

coats.

Surface preparation, mixing, application and

curing shall be strictly in accordance with the

manufacture's instructions.

The Contractor may use any system of water

proofing concrete by crystallization, with the

prior approval of the Engineer.

Rate shall include for chipping, removing and

cleaning all loose materials on the surfaces to

be water proof.

Rate shall include for sealing around gullies,

pipe protrusions with non shrink high strength

cementation grout Master flow 98 or

equivalent

Rate shall include for forming 1:3 cement and

sand 25 x 25mm angle fillets at all right

angled edges and mixing, laying of plastering

(1: 5 ) upto 300mm in toilet area and

1500mm high from finished floor level in

shower area

Supplying and laying of Glass fibre

reinforcement strip, Glascote 60 or equivalent

to vertical/ horizontal intersections as per

manufacture instruction & working order.

Water proofing to be used approved product

such as" Barallastic "or equivalent

Water proofing to walls of toilets up to a

height of 300mm

2.E.1 In ground floor 7.50 m2

1,800.00 13,500.00

2.E.2 In first floor 2.55 m2

1,800.00 4,590.00

2.E.3 In second floor 5.52 m2

1,800.00 9,936.00

2.E.4 In third floor 6.99 m2

1,800.00 12,582.00


S07 - 52



Water proofing to top of concrete slab

2.E.5 In first floor toilet area 7.00 m2

1,800.00 12,600.00

2.E.6 In second floor toilet area 9.80 m2

1,800.00 17,640.00

2.E.7 In third floor toilet area 12.50 m2

1,800.00 22,500.00

2.E.8 In water tank room floor slab 15.90 m2

1,800.00 28,620.00

2.E.9 In water tank room roof slab 25.40 m2

1,800.00 45,720.00

2.E.10 On machine room roof slab 30.00 m2

1,800.00 54,000.00

Water proofing to top of weather shades

2.E.11 At ground floor lintol level 7.60 m2

1,800.00 13,680.00

2.E.12 At first floor lintol level 7.60 m2

1,800.00 13,680.00

2.E.13 At second floor lintol level 8.00 m2

1,800.00 14,400.00

2.E.14 At third floor lintol level 11.00 m2

1,800.00 19,800.00

2.E.15 At fourth floor lintol level 4.50 m2

1,800.00 8,100.00

2.E.16 At machine room floor lintol level 1.00 m2

1,800.00 1,800.00

Inner sides of concrete gutter

2.E.17 At machine room roof level 10.50 m2

1,800.00 18,900.00

TOTAL CARRIED TO COLLECTION ON PAGE S 07 - 100 312,048.00

S07 - 53



F- STRUCTURAL STEEL WORK


Mild steel channel purlins 152 x 72 x 17.88

kg/m fixed as per detail Drg. No. 2011 10-

004-ST 04 . Rate to include for 80 x 80 x 8

cleats and rag bolts.

2.F.1 At fourth floor roof level 64.80 m 5,700.00 369,360.00


S07 - 54



G- METAL WORK


Aluminium Pannels

Material

All Aluminium sections shall be fully treated

extruded Aluminium alloy sections in

accordance with BS 1470,1471, 1473, 1474

or latest relevant EN standard

All Aluminium sections to be locally

manufactured ( "Alumex" or similar products

of equivalent technical parameters)

All Aluminium sections shall present clear,

straight and sharply defined lines. They shall

be free from defects impairing strength,

appearance and durability.

Finish

All members shall be finished either by

( a ) Anodizing or

( b ) Powder coating ( What ever specified in

Aluminium Items )

Anodizing -Exposed surface of all members

shall be anodized using two steps. Anodising

process to an anodic thickness of not less

than 10-15 microns and shall be free of any

defects.

Powder coating - Powder coating shall be

carried out using polyester coating with

proper and appropriate pre- treatment to a

thickness of not less than 60-80 microns,

measured on all significant surfaces.

Screws and Hardware Items

Concealed screws, nuts, bolts, rivets and

other fastening devices shall be of

Aluminium, non-magnetic stainless steel or

other approved corrosive resistant materials.

If visible, they shall blend with the finish of the

framing Aluminium sections.

Hardware items such as Hinges, Handles,

Catches, fixtures etc., shall be minimum of

grade 304 stainless steel.

Total Carried Forward

S07 - 55


ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward

Glass

Glazing shall be minimum of 5mm thick clear

float glass. Glass shall be secured at all

edges with compression gaskets and glazing

beads. When fixing glass, all glazing sealant

shall be carefully applied and cleaned off

properly.

Workmanship

The fabrication and installation of all

Aluminium work must be carried out by

specialist tradesmen.

All dimensions shown on the drawings and

the shop drawings must be verified by actual

site measurement before fabrication and

installation. Any cutting to enlarge the size of

openings and approved practical method to

fill the excess void behind frames required

after installation shall be executed by the

Contractor at his own expenses.

All Aluminium members shall be factory

fabricated to the best standard of

workmanship under experienced factory

supervision and control.

Materials, method of fabrication, assembly,

installation, fastenings, supports, braces,

operating parts and the like shall be in

accordance with the approved shop

drawings.

All joints in frames at corners, junctions and

intersections shall be mechanically jointed

and be such that when assembled they are

as strong and rigid as adjoining sections. Due

care must be taken to ensure that all joints

are water tight and leak-proof. Joint lines

should not be visible.

Provisions must be made for expansion and

contraction in horizontal and vertical

members which are exposed to the weather

or environments. Any distortion of members

or any glass cracked or broken as a result of

inadequate provisions must be rectified by

the Contractor at his own expenses.


S07 - 56



All works shall be securely installed and

anchored in position, set plumb, square and

level in accurate alignment with other work,

all in accordance with the approved shop

drawings to the Engineer's satisfaction.( The

allowable tolerance in terms of specified

dimensions shall be plus/minus 1.5mm.)

Submissions

The Contractor shall submit shop

drawings showing the following

information where appropriate to the item ;

layout (Sectional plan and elevation) of

complete assembly

- full size sections of members

- methods of assembly

- methods of glazing

- methods of installation, including

fixings caulking, flashing

- provisions for vertical and horizontal

expansion

- junctions and trim to adjoining surfaces

- fittings and accessories

The Contractor shall submit certificates from

the Aluminium manufacture and/or an

approved testing laboratory which attest that

the coating thickness offered is as specified.

Doors & Windows

Frame and/or sash sections shall be of

extruded EN-AW 6063-T5 Aluminium Alloy

having a normal thickness of 1.5mm

(Accepted commercial tolerance of tolerance

of ± 0.15mm shall apply)

Aluminium Louvers

Fixed louvers shall be of the weather proof

type, suitable for overcoming water carried-

over by wind and the fixed louvers shall have

free areas of not less than 50%

The Contractor shall provide a guarantee in

respect of the weatherproof properties of the

fixed louvers.


S07 - 57



All powder coatings shall match the windows.

Panels shall be so constructed as to be

completely weather proof at junctions with

adjoin structures .

Louver members shall be 1.2mm thick & Y

type.

Partitions

The frames shall be properly machined no

permit easy assembly and to form weather-

tight joints when caulked.

Partition members shall be 76mm in depth

and the thickness of 1.2mm.

Following dimensions are applied for the

frame members of each assembly units

Assembly Minimum Member Minimum Member

Unit depth (mm ) thickness(mm)

Door 100 1.5

Sliding door/ 80 1.5

Window

Casement

Window, 70 1.5

Fanlight

Fixed glass 100 1.5

Window,

Rates shall include for all necessary hinges,

screws, rubber beadings, skelton bolts,

Aluminium louvers, pinhead stickers, etc.

(Locks paid separately)

Locks- (Union or equivalent )

Mortice lock -

Without handle- 4225/= ( excluding VAT )

With powder coated handle (Black/ White )

5375/= ( excluding VAT)

Hinges-(Union or equivalent )

102 x76 x 2mm 1850/= per pair

102 x76 x 3mm ( excluding VAT)

Handle-Grade 304 stainless steel

5275/= per pair( excluding VAT)

Door closer 60kg ( Maximum) - 4025/= ( excluding VAT)

80kg ( Maximum) - 4680/= ( excluding VAT)


S07 - 58



Refer drawing No. 2011-10-004 AR14 &

2011-10-004 AR15

Doors, Windows & Fanlights

Fabricating & fixing of Aluminium door type

D1FG, 5500 x 2700 mm high overall with

colour white , matt finished Powder coated

aluminium frame consisting of 2 No. glazed

aluminium door sashes and 6 No. 600x1200

fixed glass on both sides at middle and 6 No.

600x800 fixed glass on both sides at bottom

and 8 No. fixed glass on top, as per drawing

and Engineers approval (each door 14.85m2)

2.G.1 In ground floor 1.00 Nr. 190,680.00 190,680.00


D2, 1500 x 2100 mm high overall with white

colour, matt finished Powder coated


aluminium door sashes including 2 No. glass

panes, as per drawing and Engineers

approval (each door 3.15m2)

2.G.2 In first floor 1.00 Nr. 40,450.00 40,450.00

2.G.3 In second floor 1.00 Nr. 40,450.00 40,450.00


D3, 900 x 2100 mm high overall with white

colour, matt finished Powder coated


aluminium door sashes including 2 No. glass

panes, as per drawing and Engineers




2.G.6 In machine room floor 1.00 Nr. 24,270.00 24,270.00


S07 - 59



Fabricating & fixing of Aluminium sliding

window type W1, 6000 x 2700 mm high

overall with white colour, matt finished

Powder coated aluminium frame with 8 No.

glazed aluminium sliding window sashes and

2 No. fixed glass panes at middle & 2 No.

fixed glass panes at middle & 10 No. 800

high fixed glass panes at bottom & 10 No.

500 high fixed glass panes on top, as per

drawing and Engineers approval (each

window 16.20m2)






overall with white colour, mat finished Powder

coated aluminium frame with 2 No. glazed

aluminium sliding window sashes and

including 600mm high white colour, mat

finished Powder coated aluminium louvers on

top, as per drawing and Engineers approval

(each window 16.20m2)




2.G.13 In third floor 2.00 Nr. 186,300.00 372,600.00

Fabricating & fixing of Aluminium window

type W3, 5500 x 3600 mm high overall with

white colour, mat finished Powder coated

aluminium frame with 2 No. glazed aluminium

sliding window sashes and including 600mm

high white colour, mat finished Powder

coated aluminium louvers on top, as per


window 19.80m2)


2.G.15 In fourth floor 1.00 Nr. 227,700.00 227,700.00





window type W4, 600 x 1800 mm high overall

with white colour, mat finished Powder coated

aluminium frame with 2 No. glazed aluminium

sliding window sashes and including 600mm

high white colour, mat finished Powder

coated aluminium louvers on top, as per


window 1.08m2)





overall with white colour, mat finished Powder

coated aluminium frame with 2 No. glazed

aluminium sliding window sashes and

including 600mm high white colour, mat

finished Powder coated aluminium louvers on

top, as per drawing and Engineers approval

(each window 17.40m2)


Fabricating & fixing of Aluminium fanlight

type F1 , 600 x 1200mm high overall with

White colour mat finished Powder coated

aluminium frame with 1No. top hung glazed

aluminium fanlight sash all complete as per

Drawing and Engineers approval. (each

fanlight 0.72m2 )







S07 - 61



Fabricating & fixing of Aluminium fixed glass

type FG1, 5500 x 2700mm high overall with


aluminium frame and glass panes fixed to

frame and including 600mm high white

colour, mat finished Powder coated

aluminium louvers on top all complete as per


fixed glass 14.85m2 )





aluminium frame and glass pane fixed to

frame all complete as per Drawing and

Engineers approval. (each fixed glass

0.41m2 )










aluminium frame and glass panes fixed to

frame and including 600mm high white

colour, mat finished Powder coated

aluminium louvers on top all complete as per


fixed glass 16.64m2 )





Louver type LI, 600 x 675 mm high overall

with mat finished powder coated aluminium

frame with aluminium louvers, 2 No. fixed

glass on top all complete as per drawing and

Engineers approval. (each louver 0.41m2 )







Aluminium Partition

Aluminium framed glazed partition type- P1,

5738 x 3000mm high overall with powder

coated aluminium frame, top and second

panell consisting of 5mm thick clear glass,

middle panell consisting of 5mm thick clear

glass with sand blast stickers and aluminium

composite panell at bottom( both sides ), all

as per detail Drg. No 2011-10-004AR15(

Door type D2 measured separately.)

2.G.38 In first floor ( 1 No. ) 17.22 m2

6,200.00 106,764.00








as per detail Drg. No 2011-10-004AR15


6,200.00 38,688.00


S07 - 63












6,200.00 7,440.00



coated aluminium frame, top panells

consisting of 5mm thick clear glass with sand

blast stickers and aluminium composite

panells at bottom( both sides ), all as per

detail Drg. No 2011-10-004AR15


6,200.00 13,392.00

Aluminium framed glazed partition type- P4',



panells consisting of 5mm thick clear glass,

middle panells consisting of 5mm thick clear


composite panells at bottom( both sides

),including 900 x 2100mm high door all as

per detail Drg. No 2011-10-004AR15


9,500.00 102,600.00







composite panells at bottom( both sides

),including 900 x 2100mm high door all as

per detail Drg. No 2011-10-004AR15


7,490.00 72,802.80







consisting of 5mm thick clear glass, middle

panells consisting of 5mm thick clear glass

with sand blast stickers and aluminium

composite panells at bottom( both sides ), all



6,200.00 16,430.00










6,200.00 71,300.00









2.G.46 In second floor ( 1 No. ) 4.32 m2

6,200.00 26,784.00










6,200.00 26,784.00


S07 - 65










as per detail Drg. No 2011-10-004AR15(

Door type D2 measured separately.)


6,200.00 88,040.00


7449 ( without column ) x 3000mm high

overall with powder coated aluminium frame,

top and second panell consisting of 5mm

thick clear glass, middle panell consisting of

5mm thick clear glass with sand blast stickers

and aluminium composite panell at bottom(

both sides ), all as per detail Drg. No 2011-10-

004AR16 ( Door type D2 measured

separately.)


6,200.00 139,500.00










6,200.00 76,880.00










6,200.00 28,396.00


S07 - 66









composite panell at bottom( both sides )

including 3 No. doors 900 x 2100mm high, all


2.G.52 In third floor ( 1 No. ) 39.82 m2

7,200.00 286,704.00







composite panell at bottom( both sides ) , all



6,200.00 149,420.00










6,200.00 149,420.00

Aluminium cladding

2.G.55 Supply & fixing Aluminium cladding as per

manufacture's detail 185.00 m2

10,500.00 1,942,500.00

Aluminium weather shade

Supply & fixing Polycarbonate weather shade

on powder coated Aluminium frame fixed to

wall with stainless steel cables as per

manufacture's specification

2.G.56 Ground floor entrance lobby 20.00 m2

12,000.00 240,000.00


S07 - 67



Steel Doors

Steel Collapsible Door type CD, 2125 x 2100

mm high overall all complete as per

Manufacturer's specification and Engineers

approval. (each door 4.46m2 )


Steel Door type TD, 500 x 1800 mm high

overall all complete as per Manufacturer's

specification and Engineers approval. (each

door 0.9m2 )





Fiber glass door

Door type D4, 900 x 2100 mm high overall

with white colour, mat finished fiber glass

frame consisting of 1 No. fiber glass door

sash with fiber glass louvers on top, as per

drawing and Engineers approval (each door

1.89m2)




Door type D5, 750 x 2100 mm high overall

with white colour, mat finished fiber glass

frame consisting of 1 No. fiber glass door

sash, as per drawing and Engineers







S07 - 68



Stainless Steel Balustrade at staircase

900mm high Stainless steel balustrade

consisting of 37.5mm dia. balusters , one

end welded to 50x50x6mm M.S. plate and

embedded in concrete step with anchor bolts

and the other end welded to 50mm dia

stainless steel hand rail all complete as per

detail Drawing No. 2011-10-004AR08 and

Engineer's approval.

2.G.69 Between ground floor and first floor 10.00 m 12,500.00 125,000.00

2.G.70 Between first floor and second floor 11.00 m 12,500.00 137,500.00

2.G.71 Between second floor and third floor 11.00 m 12,500.00 137,500.00

2.G.72 Between third floor and fourth floor 12.00 m 12,500.00 150,000.00

G.I. Pipe balustrade

GI Pipe balustrade 900mm high, consisting of

37.5mm dia GI pipe balusters and. 6mm thick

50x50mm MS flat iron plate welded to the

bottom end of baluster and embedded in

steps. Top end to be welded to 50mm dia.

G.I handrail as per Drg. No 2011-10-004-

AR08 and Engineers' approval. Rate to

include for prepare and apply one coat of

anticorrosive and two coats of approved

colour CIC paint or equivalent enamel paint

2.G.73 Between fourth floor and Machine room floor 12.00 m 6,900.00 82,800.00

Stainless Steel Railing

900mm high Stainless steel railing, consisting

of 18mm dia Stainless steel uprights at

150mm centers. 6mm thick 50 x50 mm M.S.

plate welded to the bottom end of uprights

and embedded in concrete floor, covered with

stainless steel capping and top end welded to

37.5mm dia stainless steel hand rail all

complete as per Drg. No. 2011-10-004AR08

and Engineer's approval.

2.G.74 At first floor level around the void 12.00 m 10,500.00 126,000.00


S07 - 69



H- CARPENTRY & JOINERY

Note: Refer Pricing Preambles

Joinery

Supply and fixing 225x25mm timber valance

board

2.H.1 In fourth floor roof 7.00 m 750.00 5,250.00


S07 - 70



J- ROOFING AND ROOF PLUMBING

Note-Refer Pricing Preambles

Colour up corrugated Asbestos roofing

sheets laid on and including steel frame work

.The sheets fixed with G.I hooks, bolts, nuts ,

limpets and bitumestic washers etc. with end

laps not less than 150mm and half

corrugation side laps all complete as per

drawing No.2010-16-035ST 30 and

Engineers approval. ( Steel frame work

measured separately )

2.J.1 In fourth floor roof 70.00 m2

1,025.00 71,750.00

Roof Plumbing

Note:

All zinc / aluminum down pipes and fittings

shall comply with the latest BSS for Zinc /

Aluminum gutters down pipes and fittings

120x130mm square, zinc / Aluminium eaves

gutter fixed complete as per manufacture's

specification.

2.J.2 At asbestos roof 7.00 m 1,100.00 7,700.00

100 dia. Zinc / Aluminium down pipes fixed

to wall as per manufacture's specification.

2.J.3 From asbestos roof 4.00 m 1,100.00 4,400.00

2.J.4 From water tank roof slab 20.00 m 1,100.00 22,000.00

150 dia. Zinc / Aluminium down pipes fixed

to wall as per manufacture's specification.

2.J.5 From fourth floor roof slab 54.00 m 1,400.00 75,600.00

2.J.6 From water tank roof slab 20.00 m 1,400.00 28,000.00


S07 - 71



Extra over Zinc / Aluminium down pipes &

gutters for the following

2.J.7 150 x125mm moulded center running head 2.00 Nr. 800.00 1,600.00

2.J.8 150 x 75mm Shoes 11.00 Nr. 700.00 7,700.00

2.J.9 End caps 2.00 Nr. 450.00 900.00

Flashing

2.J.10 Flashing out of No. 22 B. W. G. galvanized

iron sheets 450mm wide at lower roof and the

wall, one edge dressed over the roof to width

not less than 300mm, the other edge turned

in to a height of not less than 150mm and

tucked into chase out in the wall and pointed

in cement and sand1:2.Provide for treating

both faces of the sheet with two thick coat of

hot tar. 18.00 m 1,400.00 25,200.00


S07 - 72



K - PLUMBING


Sanitary fittings and fixtures

Note :

Unless otherwise stated all sanitary fittings

and fixtures shall be of Imported

Manufacture, or alternate makes of

comparable quality and performance may be

permitted for which prior written approval of

the Engineer will be required.

All wash basins, sinks and urinals are to be

provided with bottle traps to 3943

Supply & fixing Closed coupled European

type low level closet suite white vitreous china

comprising closet with "P" or "S" trap as

directed and double plastic seat cover and ,

6 liter capacity white vitreous china low level

cistern. Rate to include for fixing closet to

floor with necessary screws and water supply

and outlet connection, all complete to working

order.

2.K.1 in ground floor 1.00 Nr. 8,200.00 8,200.00

2.K.2 In first floor 2.00 Nr. 8,200.00 16,400.00

2.K.3 In second floor 3.00 Nr. 8,200.00 24,600.00

2.K.4 In third floor 3.00 Nr. 8,200.00 24,600.00

Supply & fixing Closed coupled European

type low level closet suite white vitreous china

comprising closet with "P" or "S" trap as

directed and double plastic seat cover and ,

6 liter capacity white vitreous china low level

cistern. Rate to include for fixing closet to

floor with necessary screws and water supply

and outlet connection, all complete to working

order.

2.K.5 in ground floor disable toilet 1.00 Nr. 8,200.00 8,200.00


S07 - 73



Supply & fixing Wash basin 550 x 400mm

overall size white vitreors china 32mm dia.

rubber plug with Chromium plated chain

waste, 12mm dia. Pillar tap. Rate to include

for fixing basin to wall, water connections

respectively all complete to Working order.

(Bottle trap measured separately.)





Supply & fixing Mirror over wash basin shall

be superior quality plate glass beveled mirror

size 500 x 400mm free from ripples and all

blimishes mounted on fibre glass frame with

chromium plated brass screws.





Supply & fixing Stainless steel drop down rail

25mm dia 700mm long including stainless

steel brackets fixed to wall 700mm above

finished floor level at disable toilet


Supply & fixing Stainless steel wall mounted

hand rail 25mm dia 600mm long including

stainless steel brackets fixed to wall 700mm

above finished floor level at disable toilet



S07 - 74



Ceramic toilet paper holder fixed to wall with

fibre plugs at 600mm above finished floor

level





Stainless steel towel rail 25mm dia. and

600mm long fixed to wall with fibre plugs and

chromium plated brass screws.

2.K.20 in Ground floor 1.00 Nr. 3,000.00 3,000.00

2.K.21 In first floor 2.00 Nr 3,300.00 6,600.00

Ceramic soap tray fixed to wall with fibre

plugs





20mm dia bidet spray tap with flexible

coupling.








Supply & fixing 32mm dia. plastic bottle trap

2.K.30 In ground floor 5.00 Nr. 1,200.00 6,000.00




Supply & fixing 20mm dia angle value

2.K.34 In ground floor 9.00 Nr. 900.00 8,100.00

2.K.35 In first floor 8.00 Nr. 920.00 7,360.00

2.K.36 In second floor 11.00 Nr. 920.00 10,120.00

2.K.37 In third floor 9.00 Nr. 920.00 8,280.00

Sanitary Plumbing

Water Supply Pipes

Notes:-All water supply pipe work shall be in

PVC type 1000 to SLS 147:1993 and PVC

fittings to SLS 659:1993

All pipework with less than 600mm of ground

cover and all pipe work under roadways with

less than 900mm of ground cover are to be

encased in concrete

Piping under 50mm dia. include for all

necessary elbows, bends, tees, Junctions,

inspection openings and similar fixtures.

2.K.38 50mm dia water supply main from existing

sump to over head tank laid as directed. 28.00 m 600.00 16,800.00

2.K.39 50mm dia water supply distribution pipe from

over head tank laid as directed 24.00 m 600.00 14,400.00

2.K.40 32mm dia water supply distribution pipe from

over head tank laid as directed 15.50 m 550.00 8,525.00


S07 - 76



2.K.41 32mm dia distribution pipe as connection to

sanitary fittings fixed to wall or burried in floor

screed as directed. 3.30 m 550.00 1,815.00







Extra over for above UPVC pipes in the

following;

2.K.44 50mm dia bend 7.00 Nr. 275.00 1,925.00

2.K.45 50mm dia tee 10.00 Nr. 275.00 2,750.00

2.K.46 50 x 50 x 32mm dia unequal tee 1.00 Nr. 520.00 520.00

2.K.47 50mm dia Gate valve 8.00 Nr. 2,200.00 17,600.00

2.K.48 40mm dia Gate valve 4.00 Nr. 2,600.00 10,400.00

2.K.49 32mm dia Isolation valve 3.00 Nr. 1,200.00 3,600.00

2.K.50 25mm dia Isolation valve 7.00 Nr. 1,800.00 12,600.00

Note:

All above ground soil, waste and vent pipe

work shall be in PVC to BS 4514 and BS

5255 or SLS1202 & SLS1210

All under ground drainage pipe work shall be

in UPVC to BS 4660 or SLS1202 & SLS 1210




Waste water pipes

. Refer pricing Preambles

2.K.51 63mm dia. waste water pipe buried in floor

screed or chased to wall or laid as directed

by Engineer 37.00 m 900.00 33,300.00

2.K.52 110mm dia. waste water pipes extended from

trap gulley to the nearest waste water

manhole with average invert depth not

exceeding 900mm including excavation and

back filling , bedding on a layer of cement

concrete 1:4:8(38mm) 100mm thick and

100mm wide on each side of the pipe and

subsequently encasing with the same

concrete after inspection of the pipe 9.00 m 1,200.00 10,800.00

2.K.53 63mm dia vertical waste water pipe carried

450mm above roof level as vent fixed to wall

as directed. 54.00 m 1,000.00 54,000.00

2.K.54 63mm dia copper wire dome on top of vent

pipes. 3.00 Nr. 1,000.00 3,000.00

Wash out and over floor

2.K.55 50mm dia wash out and over floor pipe from

over head tank fixed to wall or laid as

directed. 30.00 m 900.00 27,000.00

Extra over above UPVC pipes for the

following;

2.K.56 63mm dia elbow 17.00 Nr. 200.00 3,400.00

2.K.57 63m dia bend 36.00 Nr. 200.00 7,200.00

2.K.58 63mm dia bend with cleaning eye 3.00 Nr. 225.00 675.00

2.K.59 63mm dia equal tee 6.00 Nr. 225.00 1,350.00

2.K.60 63mm dia equal tee with cleaning eye 2.00 Nr. 225.00 450.00




Soil and vent pipes


2.K.61 110mm dia. soil pipe extended from closets

and upper floor stacks to the nearest

manhole with average invert depth not






concrete after inspection of the pipe 3.80 m 1,200.00 4,560.00

2.K.62 110mm dia. soil pipe buried in floor screed

or laid as directed by Engineer 9.00 m 1,200.00 10,800.00

2.K.63 110mm dia vertical soil and vent pipe

carried 450mm above roof level fixed 50mm

clear of wall as directed. 37.00 m 1,200.00 44,400.00

2.K.64 110mm dia copper wire dome on top of vent

pipes. 2.00 Nr. 1,200.00 2,400.00

Extra over UPVC pipes for the following;

2.K.65 110mm dia tee with cleaning eye 8.00 Nr. 625.00 5,000.00

2.K.66 110mm dia tee 6.00 Nr. 700.00 4,200.00

2.K.67 110mm dia bend with cleaning eye 5.00 Nr. 725.00 3,625.00

2.K.68 110mm dia bend 11.00 Nr. 700.00 7,700.00

2.K.69 110mm dia 'Y' branch 4.00 Nr. 800.00 3,200.00

Accessories

Trapped floor gully to be UPVC

(150x150x118) with P.V.C removable grating.

Trapped floor gully to be connected to waist

water line with solvent cement & un

connected opening to be sealed with end

caps with solvent cement.

2.K.70 In ground floor 4.00 Nr. 800.00 3,200.00

2.K.71 In first floor 4.00 Nr. 800.00 3,200.00

2.K.72 In second floor 6.00 Nr. 800.00 4,800.00

2.K.73 In third floor 7.00 Nr. 800.00 5,600.00


S07 - 79



Trapped gully with cement concrete 1:2:4

(20mm ) based and precast R.C.C cover

on top as per Drawing No W.S.S 1852.00

and Engineers approved.

2.K.74 In ground floor 3.00 Nr. 2,500.00 7,500.00

2.K.75 Supply and fixing 2000 Lit capacity plastic

water tank. 4.00 Nr. 26,000.00 104,000.00

2.K.76 Supply & fixing a pump capable of 3.0 l/sec

against total head of 30m. 1.00 Nr. 50,000.00 50,000.00

2.K.77 Surface water drain 300mm wide and 450mm

average depth internally built to slope in

cement concrete 1:3:6 ( 25mm ) in 100 mm

thick base and 75mm thick side walls,

complete with 12mm thick cement and sand

1:3 rendering, finished smooth with neat

cement floating to all exposed surfaces and

covered with perforated slab including

excavation and expansion joints around the

building.( Provisional )

37.00 m 1,600.00 59,200.00


S07 - 80



L - WALL, CEILING AND FLOOR FINISHES

Note-Refer Pricing Preambles

Plinth

2.L.1 20mm thick plaster in cement and sand in 1:3

finished smooth with coloured cement floating

to plinth including forming arises 90.00 m2

750.00 67,500.00

Wall finishes

Plaster 16mm thick in cement and sand

(1:5) finished rough including forming

arises (Externally.)

On brick walls, attached columns

2.L.2 From ground floor level to first floor level 140.00 m2

650.00 91,000.00

2.L.3 From first floor level to second floor level 145.50 m2

670.00 97,485.00

2.L.4 From second floor level to third floor level 147.00 m2

690.00 101,430.00

2.L.5 From third floor level to fourth floor level 197.00 m2

710.00 139,870.00

2.L.6 From fourth floor level to machine room floor

level 190.00 m2

710.00 134,900.00

2.L.7 From machine room floor level to roof slab

level 17.00 m2

710.00 12,070.00

Reveals not exceeding 150mm wide

2.L.8 From ground floor level to first floor level 36.00 m 230.00 8,280.00

2.L.9 From first floor level to second floor level 69.00 m 240.00 16,560.00

2.L.10 From second floor level to third floor level 53.50 m 250.00 13,375.00

2.L.11 From third floor level to fourth floor level 62.00 m 260.00 16,120.00


level 30.00 m 260.00 7,800.00


level 39.50 m 300.00 11,850.00


S07 - 81



Sides & Soffit of weather shade

2.L.14 At ground floor 21.00 m2

500.00 10,500.00

2.L.15 At first floor 21.00 m2

525.00 11,025.00

2.L.16 At second floor 22.50 m2

550.00 12,375.00

2.L.17 At third floor lintol level 30.00 m2

600.00 18,000.00

2.L.18 At fourth floor lintol level 12.50 m2

650.00 8,125.00

2.L.19 At machine room floor lintol level 3.50 m2

650.00 2,275.00

Soffit & sides of gutter

2.L.20 At machine room roof level 12.00 m2

650.00 7,800.00

Plaster 16mm thick in cement lime and

sand (1:1:5) finished smooth with lime

putty including forming arises (Internally.)


2.L.21 From ground floor level to first floor level 250.00 m2

650.00 162,500.00

2.L.22 From first floor level to second floor level 298.00 m2

670.00 199,660.00

2.L.23 From second floor level to third floor level 309.00 m2

690.00 213,210.00

2.L.24 From third floor level to fourth floor level 332.00 m2

710.00 235,720.00


level 269.00 m2

710.00 190,990.00


level 55.00 m2

710.00 39,050.00

Reveals not exceeding 150mm wide

2.L.27 From ground floor level to first floor level 141.00 m 230.00 32,430.00

2.L.28 From first floor level to second floor level 107.00 m 240.00 25,680.00

2.L.29 From second floor level to third floor level 91.50 m 250.00 22,875.00


S07 - 82


ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward . 1,910,455.00

2.L.30 From third floor level to fourth floor level 80.00 m 260.00 20,800.00


level 30.00 m 260.00 7,800.00


level 16.00 m 300.00 4,800.00

Soffit of suspended floor slab including

landings

2.L.33 At first floor level 141.20 m2

700.00 98,840.00

2.L.34 At second floor level 180.00 m2

715.00 128,700.00

2.L.35 At third floor level 180.30 m2

730.00 131,619.00

2.L.36 At fourth floor level 152.00 m2

750.00 114,000.00

2.L.37 At machine room floor level 11.00 m2

750.00 8,250.00

2.L.38 At machine room roof level 45.00 m2

760.00 34,200.00

2.L.39 At water tank room roof level 22.00 m2

760.00 16,720.00

Sides and soffit of beams

2.L.40 At first floor level 20.00 m2

500.00 10,000.00

2.L.41 At second floor level 21.50 m2

525.00 11,287.50

2.L.42 At third floor level 23.00 m2

550.00 12,650.00

2.L.43 At fourth floor level 22.00 m2

600.00 13,200.00

2.L.44 At Machine room roof level 2.00 m2

650.00 1,300.00

2.L.45 At Water tank room roof level 4.00 m2

650.00 2,600.00


S07 - 83




2.L.46 Between ground floor and first floor 7.20 m2

750.00 5,400.00

2.L.47 Between first floor and second floor 7.70 m2

750.00 5,775.00

2.L.48 Between second floor and third floor 7.70 m2

760.00 5,852.00

2.L.49 Between third floor and fourth floor 8.20 m2

760.00 6,232.00

2.L.50 Between fourth floor and machine room floor 8.20 m2

760.00 6,232.00

Wall tiles

200 x 300mm glazed vitreous ceramic wall

tiles lining up to height of 1500mm from

finished floor level, of an approved colour set

in cement and sand (1:3) screed backing

and pointed with tile grout to match the colour

of tiles and forming neat uniform between

tiles including fixing corner and edge tiles.

(Price range 900-1000Rs. per m2

without

Vat)

2.L.51 In ground floor toilets 35.50 m2

2,800.00 99,400.00

2.L.52 In first floor toilets 15.00 m2

2,900.00 43,500.00

2.L.53 In second floor toilets 30.00 m2

3,000.00 90,000.00

2.L.54 In third floor toilets 35.00 m2

3,000.00 105,000.00

Floor Finishes

Floor Tiles

300mm x 300mm coloured vitreous non skid,

ceramic floor tiles paving in approved colour

on 10mm thick cement and sand (1:3) screed

backing and pointed with tile grout to match

the colour of tiles and forming neat uniform

joint between tiles. (Price range 1300-

1500Rs.per m2 without Vat)

2.L.55 In ground floor toilets 16.50 m2

3,450.00 56,925.00

2.L.56 In first floor toilets 9.00 m2

3,500.00 31,500.00

2.L.57 In second floor toilets 13.50 m2

3,550.00 47,925.00

2.L.58 In third floor toilets 27.00 m2

3,600.00 97,200.00




300mm x 300mm coloured homogeneous ,

heavy duty floor tiles paving in approved

colour on 10mm thick cement and sand (1:3)

screed backing and pointed with tile grout to

match the colour of tiles and forming neat

uniform joint between tiles. (Price range 1300-

1500Rs.per m2 without Vat)

2.L.59 Between ground floor and first floor landing 2.50 m2

3,450.00 8,625.00

2.L.60 Between first floor and second floor landing 2.50 m2

3,500.00 8,750.00

2.L.61 Between second floor and third floor landing 2.50 m2

3,550.00 8,875.00

2.L.62 Between third floor and fourth floor landing 2.50 m2

3,600.00 9,000.00

2.L.63 Between fourth floor and machine room floor

landing 2.50 m2

3,650.00 9,125.00

150mm high to risers of staircase

2.L.64 Between ground floor and first floor 21.00 m 310.00 6,510.00

2.L.65 Between first floor and second floor 25.00 m 350.00 8,750.00

2.L.66 Between second floor and third floor 25.00 m 390.00 9,750.00

175mm high to risers of staircase

2.L.67 Between third floor and fourth floor 25.00 m 340.00 8,500.00

2.L.68 Between fourth floor and Machine room floor 25.00 m 450.00 11,250.00

300mm wide to tread of staircase

2.L.69 Between ground floor and first floor 20.00 m 600.00 12,000.00

2.L.70 Between first floor and second floor 22.00 m 625.00 13,750.00

2.L.71 Between second floor and third floor 22.00 m 650.00 14,300.00

2.L.72 Between third floor and fourth floor 22.00 m 675.00 14,850.00

2.L.73 Between fourth floor and Machine room floor 22.00 m 675.00 14,850.00


S07 - 85



300mm x 600mm coloured homogeneous

non skid, floor tiles paving in approved

colour on 10mm thick on earlier laid rough

cement rendering for floor and joints filled

with grouting powder to match the tiles. (Price

range 1300-1500Rs. per m2 without taxes )

2.L.74 In ground floor 147.50 m2

3,450.00 508,875.00

2.L.75 In first floor 108.00 m2

3,500.00 378,000.00

2.L.76 In second floor 149.00 m2

3,550.00 528,950.00

2.L.77 In third floor 124.50 m2

3,600.00 448,200.00

2.L.78 In fourth floor 59.00 m2

3,650.00 215,350.00

Cement rendering

Cement rendering floor, 18mm thick in

cement and sand (1:3) rendering finished

smooth with neat cement floating

2.L.79 In fourth floor free slab area 65.00 m2

610.00 39,650.00

2.L.80 In machine room floor 8.70 m2

650.00 5,655.00

Cement skirting

100mm high cement and sand (1:3)

rendering and finished smooth with neat

cement floating.

2.L.81 In ground floor 14.00 m 280.00 3,920.00

2.L.82 In first floor 15.00 m 290.00 4,350.00

2.L.81 In second floor 15.00 m 300.00 4,500.00

2.L.82 In third floor 15.00 m 310.00 4,650.00

2.L.83 In fourth floor 27.00 m 320.00 8,640.00


S07 - 86



Tile skirting

300x100mm high tile skirting laid on and

including 10mm thick cement and sand (1:3)

screed backing and the joints pointed with

tile grout to match the colour of tiles.

2.L.84 In ground floor 70.00 m 400.00 28,000.00

2.L.85 In first floor 57.00 m 425.00 24,225.00

2.L.86 In second floor 57.00 m 450.00 25,650.00

2.L.87 In third floor 50.00 m 450.00 22,500.00

2.L.88 In fourth floor 35.00 m 500.00 17,500.00

Ceiling finishes

Cement fibre sloped ceiling, hang with roof as

per detail Drg. No.2011-10-004AR04

2.L.89 At fourth floor eave 6.80 m2

2,400.00 16,320.00

Cement fibre flat ceiling, hang with roof as

per detail Drg.. No.2011-10-004AR04,

No.2011-10-004AR05, No.2011-10-004AR06

2.L.90 At ground floor toilet area 13.90 m2

2,800.00 38,920.00

2.L.91 At first floor lunch room & toilet area 20.00 m2

2,900.00 58,000.00

2.L.92 At second floor lunch room & toilet area 20.00 m2

3,000.00 60,000.00

2.L.93 At third floor toilet area 13.90 m2

3,100.00 43,090.00

Suspended metal perforated flat ceiling, fixed

with appropriate aluminium frame as per

detail Drg.. No.2011-10-004AR04, No.2011-

10-004AR05, No.2011-10-004AR06

2.L.94 At first floor 73.00 m2

3,500.00 255,500.00

2.L.95 At second floor 55.00 m2

3,600.00 198,000.00

2.L.96 At third floor 58.00 m2

3,700.00 214,600.00

2.L.97 At fourth floor 58.00 m2

3,800.00 220,400.00

TOTAL CARRIED TO COLLECTION ON PAGE S 07 - 100 6,660,492.50 S07 - 87



M- ELECTRICAL INSTALLATION


Electrical items are to be of the following

makes:

(a) Electrical switches and socket outlets :

MK,Crabtree, PDL Tenby, Clipsal,

Kevilton, Orange or equivalent.

Orange or equivalent.

(b) Distribution boards:

Consumer unit flush mount type or as

specified.

(c) Fans:

KDK.,National-Japanese origins

(d) Switch Gear-MCCB' S:

Merlin Gerine, Terasaki, ABB, or

equivalent.

[e] RCCB, MCB' S:

Merlin Gerine, Legrand, Hager,

Moeller, Crabtree , F &G (Austria ) or

equivalent

[f] Fluorescent Fittings :

The Choke, Starter & Capacitor should

be of good quality, British, French,

German or equivalent & the tube should

preferably, Thorn, Philips, National or

equivalent. Fitting fabricated in 26 SWG

Zinc coated sheet steel painted in white

colour ( Quality of the fitting should be

approved by the Engineer)

[g] Distribution sub panels shall be in

surface mount metal enclosure fabricated

in Zinc coated 1.80mm sheet steel

finished with white colour totally enclosed

with hinged door with protection cover

plate. All the relevant components

mention below, shall be enclosed in the

BOQ

[h] Cable trunking 150mm x 100mm

fabricated in 1.20mm Zinc coated sheet

steel complete with couplers hangers end

caps, bends & tees with powder coating


S07 - 88



[i] Cables:

ACL, or approved equivalent

Wiring type in concealed conduit.

Point wiring with 2x1sq.mm PVC/PVC/CU

cables and 2.5sq.mm protective earth in

PVC conduit including accessories 5A

Switch etc. (without lamp fitting)

150mm recessed type down light

2.M.1 In first floor 14.00 Nr. 2,600.00 36,400.00

2.M.2 In second floor 7.00 Nr. 2,700.00 18,900.00

2.M.3 In third floor 6.00 Nr. 2,800.00 16,800.00

150mm Surface mount down light



Fluorescent lamp 600mm single

2.M.6 In ground floor 14.00 Nr. 2,600.00 36,400.00




Fluorescent lamp 1200mm single





2.M.14 In fourth floor 3.00 Nr. 2,900.00 8,700.00

2.M.15 Machine room floor 1.00 Nr. 2,900.00 2,900.00


S07 - 89



Fluorescent lamp fitting 600mm x 600mm

recessed type


Surface mount Fluorescent lamp fitting

600mm x 600mm



Wall mounted weather proof bracket lamp


Ceiling lamp surface mounted




Wall mounted lamp


Ceiling fan 1400mm dia.









Ceiling fan 1200mm dia.





Exhaust fan





Wall fan


Supply and installation 13 Amp flush mounted

switch socket outlet with 2 x 2.5 mm2

PVC/PVC/Cu and 2.5mm2 protective earth in

PVC conduit.






2.M.43 In Machine room floor 2.00 Nr. 4,600.00 9,200.00

Supply and installation 13 Amp flush mounted

switch socket outlet with 2 x 2.5 mm2

PVC/PVC/Cu and 2.5mm2 protective earth in

PVC conduit.fixed in ceiling





Supply and installation 15 amp . switch

socket outlet flush mounted wired with 2x2.5

mm2 PVC/PVC/Cu and 2.5mm2 protective

earth in PVC conduit.

2.M.45 In Machine room floor 1.00 Nr. 4,500.00 4,500.00

Supply and installation 15 amp . switch

socket outlet flush mounted wired with 2x2.5

mm2 PVC/PVC/Cu and 2.5mm2 protective

earth in PVC conduit.for A/C




Supply and fixing following fittings with

switch;

150mm Recessed type down light C/W

polished aluminium reflector & 15W CFL




150mm surface mount down light C/W

polished aluminium reflector & 15W CFL



Fluorescent lamp fitting batten type 600mm

single with 1x18W tube






S07 - 92



Fluorescent lamp fitting batten type 1200mm

single with 1x36W tube

2.M.58 In ground floor 4.00 Nr. 600.00 2,400.00

2.M.59 In first floor 3.00 Nr. 600.00 1,800.00

2.M.60 In second floor 2.00 Nr. 600.00 1,200.00

2.M.61 In third floor 4.00 Nr. 600.00 2,400.00

2.M.62 In fourth floor 3.00 Nr. 600.00 1,800.00

2.M.63 Machine room floor 1.00 Nr. 600.00 600.00

600mm x 600mm Surface mount Fluorescent

lamp fitting with polished aluminum parabolic

lured mirror reflector & 3 x 18w tubes



600mm x 600mm Recessed type Fluorescent

lamp fitting with polished aluminum parabolic

lured mirror reflector & 3 x 18w tubes


Wall mounted weather proof bracket lamp

c/w 150mm dia cleat glass globe with 15W

CFL bulb


Ceiling lamp surface mounted c/w 200mm dia

opal white glass globe with 15W CFL bulb







16W 2D Wall mounted lamp fitting with opal

white glass diffuser


Ceiling fan 1400mm dia. controlled by 5

speed fan regulator & 10A. switch






Ceiling fan 1200mm dia. controlled by 5

speed fan regulator & 10A. switch





Exhaust fan wired thro A 5A. Socket outlet at

high level & controlled by 5A switch





Wall fan wired thro A 5A. Socket outlet at

high level



S07 - 94



Ground floor

Supply & install Change over panel in

surface mount metal enclosure as

specified complete to working order.

2.M.86 1 No 100A. 4P.Auto transformer switch

1 No. 100A 4P MCCB 1.00 Nr. 12,000.00 12,000.00

6 No. Indicator lamps transformer type thro

fuse

Main switch board in wall mounted metal

enclosure as specified complete with

following switch gears to be supplied and

installed to working order.

2.M.87 3 Nos. Indicator lamps transformer type thro

fuse

1 No. 100A 4P MCCB

1 No. 0-500 Voltmeter with selector switch

thro fuse

1 No. 0-100A Ammeter with selector switch

1 No. 4 x 1P Surge Arrestor (40KA)

1 No. 150Amp 4P bus bar with earth bar 1.00 Nr. 75,000.00 75,000.00

5 Nos. 40A 2P MCB

4 Nos. 15A 3P MCB

1 No. 40A. 4P.RCD (30mA)

2 Nos. 40A 3P MCCB

1 No. 32A 4P MCCB with only S C

Protection

2.M.88 DB - 1 (Recessed mount plastic enclosure)

1 No 30A.2P MCB

1 No 40A. 2P RCD (30mA.) 1.00 Nr. 18,000.00 18,000.00

10 way SPN (2x20A + 8x6A)

First floor


1 No 30A.2P MCB

1 No 40A. 2P RCD (30mA.) 1.00 Nr. 20,000.00 20,000.00


2.M.90 Supply and install in first floor A/C panel

recessed type complete with the following

component

1 No 15A.3P MCB

1 No 30A.4P RCD (30mA.) 1.00 Nr. 15,000.00 15,000.00


S07 - 95



Second floor


1 No 30A.2P MCB

1 No 40A. 2P RCD (30mA.) 1.00 Nr. 20,000.00 20,000.00


2.M.92 Supply and install in second floor A/C panel


component

1 No 15A.3P MCB

3 No 15A.2P MCB 1.00 Nr. 20,000.00 20,000.00

3 No 30A. 2P RCD (30mA.)

Third floor


1 No 30A.2P MCB

1 No 40A. 2P RCD (30mA.) 1.00 Nr. 20,000.00 20,000.00


2.M.94 Supply and install in third floor A/C panel


component

1 No 15A.3P MCB

3 No 15A.2P MCB 1.00 Nr. 20,000.00 20,000.00

3 No 30A. 2P RCD (30mA.)

Fourth floor


1 No 30A.2P MCB

1 No 40A. 2P RCD (30mA.) 1.00 Nr. 22,000.00 22,000.00


Machine room floor

Supply and install Lift panel surface mount

metal enclosure in machine room complete

with the following component

2.M.96 1 No 40A.4P MCCB

1 No 32A.4P MCCB

1 No 40A. 4P RCD (30mA.)

1 No 20A.3P MCB 1.00 Nr. 60,000.00 60,000.00

3 No 15A.2P MCB

3 No 30A. 2P RCD (30mA.)

6 way SPN (4x10A +1x16A + 1x20A)


S07 - 96



2.M.97 4C. 35mm² XLPE/SWA/PVC/CU U/G cable 10.00 m 3,600.00 36,000.00

2.M.98 4 x 10mm² PVC/PVC/Cu + 10mm² PVC/CU

Earth 85.00 m 750.00 63,750.00

2.M.99 2x 10mm² PVC/PVC/Cu + 10mm² PVC/CU

Earth 70.00 m 720.00 50,400.00


Earth 58.00 m 750.00 43,500.00

2.M.101 2 x 2.5mm² PVC/PVC/Cu + 2.5mm² PVC/CU

Earth 90.00 m 750.00 67,500.00


Earth 7.00 m 3,400.00 23,800.00

2.M.103 16mm² PVC/CU Earth 10.00 m 3,850.00 38,500.00

Earth Electrode

2.M.104 Supply and install earth electrode G.I. Pipe 2"

dia. 5'-0" long including forming gulley

complete to working order 2.00 Nr. 6,000.00 12,000.00

TOTAL CARRIED TO COLLECTION ON PAGE NO S07- 100 2,256,200.00

S07 - 97



N- PAINTING

Note : Refer Pricing Preambles

External

2.N.1 Prepare and apply two coats of approved

colour C.I.C weather shield range or

equivalent to plinth. 42.00 m2

240.00 10,080.00

Prepare and apply one coat of approved

wall primer and two coats of approved

colour C.I.C weather shield range or

equivalent.

On walls ,columns, and weather shades

2.N.2 From ground floor level to first floor level 167.10 m2

240.00 40,104.00

2.N.3 From first floor level to second floor level 177.60 m2

250.00 44,400.00

2.N.4 From second floor level to third floor level 178.00 m2

260.00 46,280.00

2.N.5 From third floor level to fourth floor level 237.00 m2

270.00 63,990.00

2.N.6 From fourth floor level to machine room floor

level 207.50 m2

280.00 58,100.00

2.N.7 From machine room floor level to roof slab

level 27.00 m2

280.00 7,560.00

Internal

Prepare and apply one coat approved

wall primer and two coats of approved

colour C.I.C emulsion range or

equivalent


2.N.8 From ground floor level to first floor level 271.25 m2

180.00 48,825.00

2.N.9 From first floor level to second floor level 314.00 m2

190.00 59,660.00

2.N.10 From second floor level to third floor level 323.00 m2

200.00 64,600.00

2.N.11 From third floor level to fourth floor level 344.00 m2

210.00 72,240.00

2.N.12 From fourth floor level to machine room floor

level 273.50 m2

220.00 60,170.00

2.N.13 From machine room floor level to roof slab

level 57.50 m2

220.00 12,650.00




Soffit of suspended floor slab & beams

2.N.14 At first floor level 304.20 m2

190.00 57,798.00

2.N.15 At second floor level 359.70 m2

200.00 71,940.00

2.N.16 At third floor level 357.80 m2

210.00 75,138.00

2.N.17 At fourth floor level 288.60 m2

220.00 63,492.00

2.N.18 At machine room floor level 65.30 m2

220.00 14,366.00

2.N.19 At machine room roof level 63.50 m2

220.00 13,970.00

2.N.20 At water tank room roof level 36.50 m2

220.00 8,030.00


2.N.21 Between ground floor and first floor 7.20 m2

180.00 1,296.00

2.N.22 Between first floor and second floor 7.70 m2

190.00 1,463.00

2.N.23 Between second floor and third floor 7.70 m2

200.00 1,540.00

2.N.24 Between third floor and fourth floor 8.20 m2

210.00 1,722.00

2.N.25 Between fourth floor and machine room floor 8.20 m2

220.00 1,804.00


S07 - 99




COLLECTION

C - CONCRETE WORK Rs. 9,579,861.10

D - MASONRY WORK Rs. 2,836,102.00

E - WATER PROOFING Rs. 312,048.00

F- STRUCTURAL STEELWORK Rs. 369,360.00

G- METAL WORK Rs. 8,250,159.80

H- CARPENTRY & JOINERY Rs. 5,250.00

J- ROOF AND ROOF PLUMBING Rs. 244,850.00

K- PLUMBING Rs. 1,264,953.00

L- WALL, CEILING AND FLOOR FINISHES Rs. 6,660,492.50

M- ELECTRICAL INSTALLATIONS Rs. 2,256,200.00

N- PAINTING Rs. 901,218.00

TOTAL CARRIED TO SUMMARY ON PAGE S 07 - 113 Rs. 32,680,494.40

S07 - 100



BILL NO 3 - EXTERNAL WORK

All External work to be executed according to

the available drawings and as per Engineer's

approval.

P- EXTERNAL DRAINAGE

3.P.1 110mm dia. Soil pipe between manholes and

extended upto the septic tank and soakage

pit laid to necessary falls with average invert

depth not exceeding 900mm including

excavation and back filling , bedding on a

layer of cement concrete 1:4:8(38mm)

100mm thick and 100mm wide on each side

of the pipe and subsequently encasing with

the same concrete after inspection of the pipe

11.00 m 2,500.00 27,500.00

3.P.2 Manhole type MH No.2, 475 x 625mm

internally as per drawing No.W.S.S. 1685.00

with invert depth not exceeding 900mm

including excavation and back filling ,150mm

thick R.C.C. grade 20 foundation including

necessary reinforcement forming channels

and benching in cement and sand 1:6 and

225mm thick brick walls in cement sand 1:5

and cement and sand 1:2 rendering not less

than 12mm to internal walls, channels and

benching, 75mm thick R.C.C. Grade 20 cover

slab reinforced with 10mm dia tor steel lifting

handles, inlet and outlet connections all

complete to approval.1.00 Nr. 18,000.00 18,000.00

3.P.3 Manhole type MH No.1, 475 x 750mm

internally as per drawing No.W.S.S. 1685.00

with invert depth not exceeding 900mm

including excavation and back filling ,150mm

thick R.C.C. grade 20 foundation including

necessary reinforcement forming channels

and benching in cement and sand 1:6 and

225mm thick brick walls in cement sand 1:5

and cement and sand 1:2 rendering not less

than 12mm to internal walls, channels and

benching, 75mm thick R.C.C. Grade 20 cover

slab reinforced with 10mm dia tor steel lifting

handles, inlet and outlet connections all

complete to approval.1.00 Nr. 20,000.00 20,000.00


S07 - 101



Waste water disposal

3.P.4 100mm dia. Waste water pipe from manholes

& extended upto the soakage pit laid to

necessary falls with average invert depth not






concrete after inspection of the pipe

10.00 m 2,800.00 28,000.00

3.P.5 Waste water Manhole type WWMH1, 475 x

750mm internally as per drawing with invert

depth not exceeding 900mm including

excavation excavations and back filling ,

150mm thick R.C.C. grade 20 foundation

including necessary reinforcement forming

channels and benching in cement and sand

1:6 and 225mm thick brick walls in cement

sand 1:5 and cement sand 1:2 rendering not

less than 12mm to internal walls, channels

and benching, 75mm thick R.C.C. Grade 20

cover slab reinforced with 10mm tor steel

lifting handles, inlet and outlet connections all

complete to approval 1.00 Nr. 15,000.00 15,000.00

TOTAL CARRIED TO COLLECTION ON PAGE S 07 -112 108,500.00

S07 - 102



Q-TYPE SEPTIC TANK FOR 50 PERSONS

Refer drawing No WSS 1665.02

Excavation

Note

Prices are to include for leveling bottom

of trenches keeping sides plumb, planking

and strutting where necessary, keeping all

excavations free from water, backfiring

,ramming solid, disposal of surplus soil etc.

3.Q.1 Allow for clearing site of all growth, roots

and cutting top soil and foundations if any

up to 1.5m beyond outer walls of

proposed septic tank site where directed. 30.02 m3

560.00 16,808.40

3.Q.2 Excavation for septic tank in any material

met with except rock requiring blasting

from ground level to a depth of 1.5 m in

an extended width which is 0.75 m beyond

the outer walls, part return fill disposed as

directed 23.50 m3

560.00 13,160.00

3.Q.3 Excavation for septic tank in any material

met with except rock requiring blasting

from ground level to a depth of 1.5 m to a

depth of 3.0 m, and extended width which

is 0.75 m beyond the outer walls, part

return fill disposed as directed 11.75 m3

560.00 6,580.00

Concrete work

Note

Unless otherwise specified all concrete

shall be 1:2:4(20 mm) mix. Prices are to

include for plant mixing, handling hoisting ,

depositing ,compaction, etc. And curing,

making good after removal of form work

etc

Unless otherwise specified in the items all

form work and reinforcement measured

separately.

3.Q.4 Reinforced cement concrete 1:2:4 ( 20 mm)

base slab 150 mm thick in the floor of

septic tank , including form work 0.90 m3

12,500.00 11,250.00




3.Q.5 Cement concrete pad 1:2:4 (20 mm) 225 x

150 mm in section over external walls of

septic tank formed to shape as shown in

drawing with groove to place the precast

concrete slab finished smooth with 12 mm

thick cement and sand 1:2 rendering all

complete to approval . 9.00 m 1,400.00 12,600.00

Precast Concrete

3.Q.6 Precast reinforced cement concrete cover

slab 1:2:4 ( 20 mm) 1050mm long 300 mm

wide (approx.) 75 mm thick with rebate

and over lap joints as per detail reinforced

with 3 Nos. 10 mm dia. Tor. S. bars and

6 mm dia. M.S. Rods at 300 mm centers

and 2 Nos . 10 mm dia M.S. lifting handles

all as per detail in drawing No. W.S.S.

1665 .02. provide for sealing joints with a

mixture of bitumen and sand 4.00 Nr 4,000.00 16,000.00

3.Q.7 Precast reinforced cement concrete cover

slab 1:2:4 ( 20 mm) 1050mm long 300 mm

wide (approx.) 75 mm thick with rebate

and overlap joints as per detail reinforced

with 3 Nos. 10 mm dia. Tor. S. bars and

6 mm dia.M.S. Rods at 300 mm centers.

all as per detail in drawing No. W.S.S.

1665 .02. provide for sealing joints with a

mixture of bitumen and sand 5.00 Nr 5,000.00 25,000.00

Reinforcement

Prices are to include for provision of

bending cleaning cutting fabricating placing

in positing holding and supporting including

temporary fixing supports, hangers and

binding wire. No allowance has been made

for rolling margin.

3.Q.8 Tor steel rod reinforcement 10 mm dia. In

floor septic tank 0.03 MT 145,000.00 4,350.00


S07 - 104



Form work

Note

(a) Prices are to include for all necessary

boarding supports, erecting, framing, cutting,

angles, removal, cleaning, wetting etc.

(b) Form work is measured in the same

order as the concrete items and as the net

contact surface measurement between

concrete and formwork.

3.Q.9 Formwork to pads over 225mm brick work in

100mm wide external side of pad . 10.00 m 120.00 1,200.00

3.Q.10 Formwork to pads over 225mm brick work in

75mm wide internal rebated sides of cement

concrete pad 17.00 m 120.00 2,040.00

3.Q.11 Formwork to pads over 225 mm brick

work in 50 mm wide on chamfered portion

of cement concrete pad 10.00 m 120.00 1,200.00

Brick work

Note. Prices are to include for all rough and

fair cutting, plumbing angles forming rebated

reveals rough arches racking out joints for

plastering etc cutting and priming forming or

cutting chases making good and sundry

items of a like nature .

3.Q.12 225mm thick brickwork in cement and sand

1:5 in septic tank 4.60 m3 9,000.00 41,400.00

Sanitary plumbing

Note 1:The prices are to include for screws

nails pipe hooks saddles, brackets,

connections, short lengths, backsets nipples

and the like and holes, chasing etc. And

making good in all trades.

Note2: All under ground Drainage pipe work

shall be in UPVC to BS 4660 or SLS 1202

&SLS 1210


S07 - 105



Any special drainage fittings such as bends,

tees, reducers etc. Unless otherwise

specified separately in the Bill of Quantities

should be deemed to have been include in

the relevant items and such items should

accordingly be rated to include for such

specials etc and for any extra work involved

for the satisfactory completion of such items

3.Q.13 110mm P.V.C. Tee fixed to inlet and outlet

ends of septic tank all complete to working

order 2.00 Nr 1,100.00 2,200.00

3.Q.14 150mm P.V.C. Pipe fixed in 225mm thick

partition wall as shown in drawing

W.S.S.1665.02 all complete to working

order. 1.00 Nr 1,200.00 1,200.00

3.Q.15 110mm dia. P.V.C pipes at septic tank with

invert depth not exceeding 450mm below

ground level at inlet and 500mm at outlet

including excavation and refilling cement

concrete 1:3:6 (25mm) bedding 100mm thick

and subsequently completely encasing with

concrete after inspection of pipe ( Provisional

) 1.50 m 1,000.00 1,500.00

3.Q.16 110mm dia. P.V.C pipes at septic tank with

invert depth not exceeding 450mm below

ground level at inlet and 500mm at outlet

including excavation and refilling cement

concrete 1:3:6 (25mm) bedding 100mm thick

and subsequently completely encasing with

concrete after inspection of pipe ( Provisional

) 1.50 m 1,000.00 1,500.00


S07 - 106



Plastering

Note

Prices are to include for all temporary rules,

screeds, grounds, etc. for racking out joints

between new brick work or hacking new

concrete for key, internal and curved angles,

joints between different surfaces and arises

intersections between curved or irregular

surfaces, etc and making good around

pipes, sanitary fittings and similar fixtures.

3.Q.17 Cement and sand 1:2 internal plaster 20mm

thick to side faces of the septic tank finished

smooth 21.75 m2

800.00 17,400.00

Paving

Note

Prices are to include for all temporary rules,

screeds, grounds, etc. for racking out joints

between new brick work or hacking new

concrete for key, internal and curved angles,

joints between different surfaces and arises

intersections between curved or irregular

surfaces, etc and making good around

pipes, sanitary fittings and similar fixtures.

3.Q.18 Cement and sand 1:2 internal plaster 20

mm thick to side faces of the septic tank

finished smooth 2.70 m2

800.00 2,160.00

Water proofing

3.Q.19 Applying 2 coats of shield coat No. 5 or

equivalent approved water proofing to internal

faces of septic tank 24.50 m2

1,800.00 44,100.00


S07 - 107



R- INLET AND OUTLET CHAMBERS


Excavation

3.R.1 Excavation, depth not exceeding 1.00m a

working space of 0.80m from the outer walls

is allowed. 5.70 m3

560.00 3,192.00

3.R.2 Timbering (Face area including working

space) 7.80 m2

560.00 4,368.00

Concrete work

3.R.3 1:2:4 (20 mm) cement concrete in floors of

chambers including channeling & benching.

Formwork and reinforcement measured

separately. 0.25 m3

12,500.00 3,125.00

3.R.4 1:2:4 (20mm ) cement concrete in pads of

chambers. Formwork measured separately.

6.60 m 1,300.00 8,580.00

3.R.5 1:2:4(20 mm ) cement concrete in precast

cover slabs 75 mm thick R/F with 10 mm

dia. Tor bars at 125 mm centers both

ways. Rate to allow for moudles /shuttering,

reinforcement lifting handles & bitumen

sand filling. 1.30 m2

1,500.00 1,950.00

Form work

3.R.6 Formwork to floors, channels and pads. 1.60 m2

1,200.00 1,920.00

Reinforcements

3.R.7 10 mm tor steel bars at 225 C/C both

ways to floors of chambers. 0.02 Kg 145.00 2.90

Brickwork

3.R.8 225 mm brickwork in 1:5 cement mortar in

chambers 0.75 m3

9,000.00 6,750.00

Plaster

3.R.9 Cement plastering 1:2 (12mm) to floors and

internal walls of chambers floated smooth . 3.40 m2

800.00 2,720.00

3.R.10 Cement plastering 1:3 to pads finished as

directed. Thickness 12mm. Plaster to be

extended to cover a 75mm width of external

brick work. 3.80 m2

750.00 2,850.00


S07 - 108



S- SOAKAGE PIT ( 2. 0 M internal diameter)


3.S.1 Allow for clearing site of all growth roots and

cutting top soil up to 1.5m beyond outer walls

of proposed soakage pit and carting away the

waste material from the site where directed.

1.00 Item 6,000.00 6,000.00

3.S.2 Excavation for soakage pit in any material

met with except rock requiring blasting, rate

to include dealing with water, backfilling and

disposal of surplus earth as directed. Depth

G.L. to1.5m 9.00 m3

560.00 5,040.00

3.S.3 Excavation for soakage pit in any material

met with except rock requiring blasting, Rate

to include dealing with water, back filling and

disposal of surplus earth as directed. Depth

1.5m to 3.0m 9.00 m3

560.00 5,040.00

3.S.4 with except rock requiring blasting, Rate to

include with except rock requiring blasting,

Rate to include dealing with water, back filling

and disposal of surplus earth as directed.

Depth 3.0 m to 4.0m 3.00 m3

850.00 2,550.00

3.S.5 Rock blasting if encountered in excavation. 1.00 Item 10,000.00 10,000.00

3.S.6 Alternative R.C.C. concrete 1:2:4 (20)

250x300mm thick ring with 4No. 16mm dia

tor steel with 10mm dia. Stirrups at 200mm

crs. In foundation of brick walls ( Rate to

include with R/F and necessary formwork ) 0.50 m3

5,400.00 2,700.00

3.S.7 337.5mm brick in foundation in cement

mortar1:5 0.85 m3

9,100.00 7,735.00

3.S.8 Alternative foundation for hard or cabook soil

225 x150mm thick cement concrete

1:2:4(20mm ) base including formwork. 0.30 m3

12,500.00 3,750.00

3.S.9 225mm brickwork in cement mortar 1:5 in

steining 0 m to 1.5mm with open vertical

hoints at alternate course provided below

150mm from inlet 2.50 m3

2,400.00 6,000.00


steining 1.5m to 3.0m with open vertical

joints at alternate course provided below

150mm from inlet. 2.50 m3

2,400.00 6,000.00


S07 - 109




steining 3.0m to 3.5m with open vertical joints

at alternate course provided below 150mm

from inlet. 1.00 m3

2,400.00 2,400.00

3.S.12 75mm thick cement concrete 1:2:4(20mm)

cover slab R/F with a layers of 10mm dia tor

steel at 150mm ctrs both ways cast in 4

sections and complete with 10mm dia lifting

handles set in concrete. (Rate includes

sealing joints with a mixture of bitumen sand)

4.50 m2

1,600.00 7,200.00

3.S.13 Cement concrete 1:2:4(20mm) base pad 300

x 225 x 150 mm to rest the beam (Rate

include with form work) 2.00 Nr 2,500.00 5,000.00

3.S.14 150 x 225 mm R. C. C. 1:2:4(20mm) beam

R/F with 4 nos 16mm dia tor steel and 6mm

dia stirrups at 150mm ctrs across pit to

support cover slab (Rate shall include form

work) 2.50 m 2,800.00 7,000.00

3.S.15 Cement concrete 1:2:4( 20mm) in 225 x

150mm (Section) circular pad over 225mm

wall with rebate to receive top cover.

(shuttering measured separately) 8.00 m 2,800.00 22,400.00

3.S.16 20mm thick internal plaster in cement mortar

1:3 upto 150mm below inlet pipe finish rough.

4.25 m2

700.00 2,975.00

3.S.17 12mm thick external cement plaster in

cement mortar 1:4 over cover slab and

concrete pad including 150mm below ground

level finished as directed. 7.00 m2

840.00 5,880.00

3.S.18 Form work to concrete cover pad over

225mm brick work. 2.50 m2

1,200.00 3,000.00

3.S.19 Supplying and fixing 110mm dia P. V. C. Tee

to outlet at the end of the soakage pit. 1.00 Nr 980.00 980.00

3.S.20 Supplying and fixing 110mm dia P. V. C. pipe

inlet 1.00 Nr 1,100.00 1,100.00

3.S.21 Supplying and packing 12mm to 75mm metal

around subsoil pipe to a length of 0.5m from

soakage pit. 0.30 m3

1,600.00 480.00

TOTAL CARRIED TO COLLECTION ON PAGE S 07 -112 113,230.00 S07 - 110



3.S.3

3.T.1 Three phase External electricity supply 500,000.00

3.T.2 External water supply 50,000.00

3.T.3 Landscaping including providing rain water

connecting to existing drains & internal road

way.

1,000,000.00


provisional sum

provisional sum

provisional sum

S07 - 111



BILL NO 3 - EXTERNAL WORKS

COLLECTION

P- EXTERNAL DRAINAGE Rs. 108,500.00

Q- SEPTIC TANK FOR 50 PERSON Rs. 221,648.40

R - INLET AND OUTLET CHAMBERS Rs. 35,457.90

S - SOAKAGE PIT ( 2.0m internal dia. ) Rs. 113,230.00

T- MISCELLENIOUS Rs. 1,550,000.00

TOTAL CARRIED TO SUMMARY ON PAGE S 07 -113 2,028,836.30

S07 - 112



GRAND SUMMARY

ITEM AMOUNT(Rs.)

PRELIMINARIES (S07- 22) Rs: 3,100,000.00

BILL NO : 1 - SUBSTRUCTURE ( S07 - 38 ) Rs: 4,135,201.80

BILL NO : 2 - SUPERSTRUCTURE ( S07 - 100 ) Rs: 32,680,494.40

BILL NO : 3 - EXTERNAL WORKS ( S07 - 112 ) Rs: 2,028,836.30

SUB TOTAL ( 1 ) : Rs: 41,944,532.50

Less

Provisional Sums Rs: 2,130,000.00

SUB TOTAL ( 2 ) : Rs:

Less

………………... % Discount ( if any) Rs:

SUB TOTAL ( 3 ) : Rs:

Add

Provisional Sums Rs: 2,130,000.00

GRAND TOTAL : Rs:

(Bid Sum carried over to Form of Bid on Page No. S4 -02 )

Date :……………………………………………….

Witness : (1) : ………………………………………………….

Address : …………………………………………………………..

Witness : (2) : ………………………………………………….

Address : …………………………………………………………..

S07 - 113

Section 8 - Drawings

_____________________________________________________________________________________________________________________

S08-1

SECTION - 8

DRAWINGS


_____________________________________________________________________________________________________________________

S08-2

Proposed Extension for Existing Laboratory Building at Arthur C Clarke

Institute for Modern Technologies, Katubedda, Moratuwa

List of Drawings

Drawing No.

Architectural :

Structural:


_____________________________________________________________________________________________________________________

S08-3

Water Supply :

Electrical:

Drawing Numbers

Architectural

2011-10-004 AR01 - Ground, first, second, third floor Plans

2011-10-004 AR02 - Fourth floor plan, machine room, water tank room Plans &

Sections

2011-10-004 AR03 - Section, Elevation, roof plan & Site plan

2011-10-004 AR04 - Detail of Roof & Ceiling



2011-10-004 AR07 - Detail of stairway



2011-10-004 AR10 - Details of toilets



2011-10-004 AR13 - Details of doors & windows

2011-10-004 AR14 - Details of doors & windows

2011-10-004 AR15 - Details of Partitions



2011-10-004 AR18 - Schedule of finishes

Structural

2011-10-004 ST01 -

2011-10-004 ST02 -

2011-10-004 ST03 -

Water supply

2011-10-004 WSS01- Ground floor plan, first floor plan, secondfloor plan & third

floor plan

2011-10-004 WSS02- Site plan, Floor plan at water tank & Machine room floor &

Detail at E

2011-10-004 WSS03- Detail at - A

2011-10-004 WSS04- Detail at - B

2011-10-004 WSS05- Detail at - C

2011-10-004 WSS06- Detail at - D

Electrical

2011-10-004 EL01 -

2011-10-004 EL02 -

2011-10-004 EL03 -

Proposed Extension for Existing Laboratory Building at Arthur C Clarke Institute

for Modern Technologies

Section 9– Standard form

_____________________________________________________________________________________________________________________

S09-1

SECTION - 9

STANDARD FORM [BID SECURITY]

Section 9– Standard form

_____________________________________________________________________________________________________________________

S09-2

Form of Bid Security

[this Guarantee form shall be filled in accordance with the instructions indicated in brackets]

Issuing Agency: -----------------------------------------------------------------------------------------------------------------------------------------------

[insert issuing agency’s name and address of Issuing branch or Office]

Beneficiary: Director & CEO,


272, Bandaranayake Mawatha

Katubedda, Moratuwa

Date:--------------------------------- [insert (by issuing agency) date]

BID GURANTEE No:-------------------------------------------- [insert (by issuing agency) number]We have

been informed that ………………………………………….. ….. [insert (by issuing agency)name

of the Bidder] (hereinafter called “the Bidder”) has submitted to you its bid dated…………….

[insert (by issuing agency) date] (hereinafter called “the Bid”) for the execution of …………

…… …… … ………….. [insert name of Contract]

Furthermore, we understand that, according to the conditions, Bids must be supported by a Bid

Guarantee.

At the request of the Bidder, we ………………………………………….. [insert name of issuing

agency] hereby irrevocably undertake to pay you any sum or sums not exceeding in total an

amount of …………………… [insert amount in words] ( …………………. .……… … …

…….…….) [amount in figures] upon receipt by us of your first demand in writing accompanied

by a written statement stating that the Bidder is in breach of its obligation(s) under the bid

conditions, because the Bidder:

a) has withdrawn its Bid during the period of bid validity specified; or

b) does not accept the correction of errors in accordance with the Instructions to

Bidders(hereinafter “the ITB”) ; or

c) having been notified of the acceptance of its Bid by the Employer during the period of

bid validity, (i) fails or refuses to execute the Contract Form, if required, or (ii) fails or

refuse to furnish the Performance Security, in accordance with the ITB.

This guarantee will remain in force up to …………….. (insert date as at Invitation For Bid)

Consequently, any demand for payment under this Guarantee must be received by us at the office

on or before that date.

……………………………………………………

[signature(s) of authorized representative(s)]

Section 10 – Vat Form

_____________________________________________________________________________________________________________________

S10-1

SECTION 10

VAT FORM

Section 10 – Vat Form

_____________________________________________________________________________________________________________________

S10-2

Value Added Tax

Service : Proposed Extension for Existing Laboratory Building at Arthur C Clarke

Institute for Modern Technologies, Katubedda, Moratuwa

The bidder is required to show the total amount of V.A.T. for the bid, separately in

the place shown below. The bidder is strictly instructed not to include V.A.T. in

his bid value.

Particulars to be furnished by the bidder :

1. V.A.T. registration No of the bidder :

2. V.A.T. amount for the bid :

………………………..

Signature of Bidder

Date : …………………..

Section 11- Check List

_____________________________________________________________________________________________________________________

S11-1

SECTION 11

CHECK LIST

Section 11- Check List

_____________________________________________________________________________________________________________________

S11-2

CHECK LIST

(The Bidder are advised to fill the following Table)

ITEM YES

(TICK)

REFERENCE

1. FORM OF BID

Addressed to the Employer ?

Completed ?

Signed ?

2. BID SECURITY

Addressed to the Employer ?

Format as required ?

Issuing Agency as specified ?

Amount as requested ?

Validity Period ?

3. ICTAD Registration

Grade ?

Validity Period ?

4. QUALIFICATION INFORMATION

All relevant information completed and

submitted?

Signed ?

5. ADDENDUM

Contents of the addendum (if any) taken in

to account ?

6. BID PACKAGE

All the documents given in Clause 12 .1 in

the Bidding Data enclosed in the original

and copy ?

ITB Clause 19 followed before Sealing the

Bid Package ?