SBD1 Bid Document
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Transcript of 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
Section 2 -Stranded Forms (Contract)
_______________________________________________________________________________________________________________
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: …………………………………………………………………………….
Section 2 -Stranded Forms (Contract)
_______________________________________________________________________________________________________________
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.
Section 2 -Stranded Forms (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…………………
………………….…………….. ……………………………………
…………………….………….. ……………………………………
Section 2 -Stranded Forms (Contract)
_______________________________________________________________________________________________________________
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
272, Bandaranayake Mawatha,
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)]
Section 2 -Stranded Forms (Contract)
_______________________________________________________________________________________________________________
S02-6
Form of Advance Payment Security
Issuing Agency: ------------------------------------------------------------------------------------------------------------- [Name an
Address of Agency, and Address of Issuing Branch or Office]
Beneficiary: Director & CEO
Arthur C Clarke Institute for Modern Technologies
272, Bandaranayake Mawatha,
Katubedda, Moratuwa
Date:---------------------------------
ADVANCE PAYMENT GUARANTEE No:--------------------------------------------
We have been informed that ………………………………………….. ….. [name of
Contractor] (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, an advance
payment in the sum ………………………[amount in words] (………………… …………
…… ……………)[amount in figures] is to be made against an advance payment guarantee.
At the request of the Contractor, we ………………………………………….. [name of
Issuing 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) 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)]
Section 2 -Stranded Forms (Contract)
_______________________________________________________________________________________________________________
S02-7
Form of Retention Money Guarantee
Issuing Agency: -----------------------------------------------------------------------------------------------------------------------------------------
------ [Issuing Agency’s Name and Address of Issuing Branch or Office]
Beneficiary: Director & CEO
Arthur C Clarke Institute for Modern Technologies
272, Bandaranayake Mawatha,
Katubedda, Moratuwa
Date:---------------------------------
RETENTION MONEY GUARANTEE No:--------------------------------------------
We have been informed that ………………………………………….. ….. [name of
Contractor] (hereinafter called “the Contractor”) has entered into Contract No.
………………… [reference number of the contract] with you, in the year ..........................,
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.
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 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
Section 4-Form of Bid and Qualification Information_______________________________________________________________________________________________________________
S04-1
SECTION 4
FORM OF BID
AND
QUALIFICATION INFORMATION
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
Arthur C Clarke Institute for Modern Technologies
272, Bandaranayake Mawatha,
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.
Section 4-Form of Bid and Qualification Information_______________________________________________________________________________________________________________
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 : …………………………
……………………………….. …………………………
……………………………….. …………………………
……………………………….. …………………………
Section 4-Form of Bid and Qualification Information_______________________________________________________________________________________________________________
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
Bidding Data Cl. 4.4;
(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
Section 4-Form of Bid and Qualification Information_______________________________________________________________________________________________________________
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
Bidding Data Cl. 4.4;
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
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
Section 5 – Bidding Data and Contract Data
________________________________________________________________________________________________________________
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.
Section 5 – Bidding Data and Contract Data
________________________________________________________________________________________________________________
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
Section 5 – Bidding Data and Contract Data
________________________________________________________________________________________________________________
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
Section 5 – Bidding Data and Contract Data
________________________________________________________________________________________________________________
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
Section 5 – Bidding Data and Contract Data
________________________________________________________________________________________________________________
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
272, Bandaranayake Mawatha,
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:
• 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
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
Section 5 – Bidding Data and Contract Data
________________________________________________________________________________________________________________
S05-8
The agencies acceptable to Employer are:
• a commercial bank operating in Sri Lanka
approved by the Central Bank of Sri Lanka ;
• 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.
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
Section 5 – Bidding Data and Contract Data
________________________________________________________________________________________________________________
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
272, Bandaranayake Mawatha,
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
Section 5 – Bidding Data and Contract Data
________________________________________________________________________________________________________________
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
Section 5 – Bidding Data and Contract Data
________________________________________________________________________________________________________________
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
Section 5 – Bidding Data and Contract Data
________________________________________________________________________________________________________________
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.
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; or,
• Construction Guarantee Fund.
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.
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; or
• Construction Guarantee Fund.
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
Section 5 – Bidding Data and Contract Data
________________________________________________________________________________________________________________
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
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
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
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
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
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
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 back- filling 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
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
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
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
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
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
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
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
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
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
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
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
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
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
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
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
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
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
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
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
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
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
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
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
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
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
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
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
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
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
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
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
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
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
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
8 Allow sum for constructing, maintaining dismantling
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
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
Serial
NoDescription
Mode of
payment
category
Unit Amount
Brought forward 650,000.00
10 Allow sum for constructing, maintaining dismantling
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
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
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
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
Serial
NoDescription
Mode of
payment
category
Unit Amount
Brought forward 2,080,000.00
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
Total Carried Forward 2,550,000.00 S07 - 26
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
Serial
NoDescription
Mode of
payment
category
Unit Amount
Brought forward 2,550,000.00
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
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
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.
1.B.8 For raft footings 14.10 m3
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
Total Carried Forward 324,879.60
S07 - 28
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 324,879.60
Earthwork Supports
Refer pricing Preambles
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.B.10 For combine footings 20.00 m2
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)
total depth of excavation not exceeding 1.0m
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.B.13 For combine footings 83.00 m2
1,400.00 116,200.00
1.B.14 For raft footings 9.50 m2
1,400.00 13,300.00
Earthwork supports, (Planking & Strutting)
total depth of excavation not exceeding 1.0m
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.B.15 For raft footings 7.50 m2
1,700.00 12,750.00
Earthwork supports, (Planking & Strutting)
total depth of excavation not exceeding 1.0m
and distance between vertical sides
(opposing faces) of exceeding 8.0m but not
exceeding 10.0m (Payment will be made
only if actually executed on the order of the
Engineer )
1.B.16 For combine footings 9.00 m2
2,000.00 18,000.00
Total Carried Forward 536,774.60
S07 - 29
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 536,774.60
Earthwork supports, (Planking & Strutting)
total depth of excavation not exceeding 1.0m
and distance between vertical sides
(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 )
1.B.17 For combine footings 9.50 m2
2,800.00 26,600.00
Earthwork supports, (Planking & Strutting)
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.B.18 For raft footings 8.00 m2
1,100.00 8,800.00
Earthwork supports, (Planking & Strutting)
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.B.19 For raft footings 6.00 m2
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
Total Carried Forward 590,574.60
S07 - 30
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 590,574.60
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
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT
C - CONCRETE WORK
Refer pricing Preambles
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
Total Carried Forward 1,380,181.20 S07 - 32
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
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
Total Carried Forward 1,612,897.20 S07 - 33
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 1,612,897.20
Reinforcements
Refer pricing Preambles
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
Total Carried Forward 2,980,247.20 S07 - 34
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 2,980,247.20
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
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT
D - MASONRY WORK
Refer pricing Preambles
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
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT
E - WATER PROOFING
Refer pricing Preambles
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
TOTAL CARRIED TO COLLECTION ON PAGE NO S07- 38 21,240.00
S07 - 37
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT
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
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT
BILL NO 2 - SUPERSTRUCTURE
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
Total Carried Forward 1,379,125.00
S07 - 39
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 1,379,125.00
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
2.C.21 Between second floor and third floor 1.72 m3
12,500.00 21,450.00
2.C.22 Between third floor and fourth floor 2.06 m3
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
2.C.24 At first floor level 141.20 m2
1,600.00 225,920.00
2.C.25 At second floor level 180.00 m2
1,600.00 288,000.00
2.C.26 At third floor level 140.00 m2
1,600.00 224,000.00
2.C.27 At fourth floor level 131.00 m2
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
Total Carried Forward 2,574,722.50 S07 - 40
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 2,574,722.50
In 150mm thick suspended slab
2.C.31 At fourth floor level 21.00 m2
2,000.00 42,000.00
175mm thick suspended slab
2.C.32 At third floor level 40.30 m2
2,500.00 100,750.00
In 175mm thick landing slab at staircase
2.C.33 Between ground floor and first floor 2.30 m2
2,500.00 5,750.00
2.C.34 Between first floor and second floor 2.30 m2
2,500.00 5,750.00
2.C.35 Between second floor and third floor 2.30 m2
2,500.00 5,750.00
2.C.36 Between third floor and fourth floor 2.30 m2
2,500.00 5,750.00
2.C.37 Between fourth floor and Machine room floor 2.30 m2
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
Total Carried Forward 2,799,750.50
S07 - 41
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 2,799,750.50
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
2.C.50 From fourth floor level to water tank roof slab
level / Machine room floor level 77.00 m2
1,400.00 107,800.00
2.C.51 From Machine room floor level to machine
room roof slab level 24.10 m2
1,400.00 33,740.00
Sides and soffit of beams
2.C.52 At first floor level 163.00 m2
1,200.00 195,600.00
2.C.53 At second floor level 179.70 m2
1,250.00 224,625.00
2.C.54 At third floor level 177.50 m2
1,300.00 230,750.00
2.C.55 At fourth floor level 136.60 m2
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
Total Carried Forward 4,301,105.50
S07 - 42
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 4,301,105.50
Sides and soffit of landing beams at staircase
2.C.59 Between ground floor and first floor 1.50 m2
1,200.00 1,800.00
2.C.60 Between first floor and second floor 1.50 m2
1,250.00 1,875.00
2.C.61 Between second floor and third floor 1.50 m2
1,300.00 1,950.00
2.C.62 Between third floor and fourth floor 1.50 m2
1,350.00 2,025.00
2.C.63 Between fourth floor and Machine room floor 1.50 m2
1,400.00 2,100.00
Sides of steps and waist of staircase
2.C.64 Between ground floor and first floor 1.56 m2
1,200.00 1,872.00
2.C.65 Between first floor and second floor 1.72 m2
1,250.00 2,145.00
2.C.66 Between second floor and third floor 1.72 m2
1,300.00 2,230.80
2.C.67 Between third floor and fourth floor 2.06 m2
1,350.00 2,779.92
2.C.68 Between fourth floor and Machine room floor 2.06 m2
1,400.00 2,882.88
Sloping soffit of staircase
2.C.69 Between ground floor and first floor 7.20 m2
1,200.00 8,640.00
2.C.70 Between first floor and second floor 7.70 m2
1,250.00 9,625.00
2.C.71 Between second floor and third floor 7.70 m2
1,300.00 10,010.00
2.C.72 Between third floor and fourth floor 8.20 m2
1,350.00 11,070.00
2.C.73 Between fourth floor and Machine room floor 8.20 m2
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
Total Carried Forward 4,383,571.10
S07 - 43
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 4,383,571.10
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
2.C.79 At first floor level 141.20 m2
1,200.00 169,440.00
2.C.80 At second floor level 180.00 m2
1,250.00 225,000.00
2.C.81 At third floor level 180.30 m2
1,300.00 234,390.00
2.C.82 At fourth floor level 152.00 m2
1,350.00 205,200.00
2.C.83 At machine room floor level 11.00 m2
1,400.00 15,400.00
2.C.84 At machine room roof level 45.00 m2
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
2.C.86 Between ground floor and first floor 2.20 m2
1,200.00 2,640.00
2.C.87 Between first floor and second floor 2.20 m2
1,250.00 2,750.00
2.C.88 Between second floor and third floor 2.20 m2
1,300.00 2,860.00
2.C.89 Between third floor and fourth floor 2.20 m2
1,350.00 2,970.00
2.C.90 Between fourth floor and Machine room floor 2.20 m2
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
Total Carried Forward 5,400,171.10
S07 - 44
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 5,400,171.10
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
2.C.103 At machine room roof level 11.70 m2
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.105 From ground floor level to first floor level 0.90 MT 145,000.00 130,500.00
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
2.C.109 From fourth floor level to water tank roof slab
level / Machine room floor level 0.45 MT 145,000.00 65,250.00
Total Carried Forward 6,208,606.10 S07 - 45
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 6,208,606.10
16 mm dia. in columns
2.C.110 From first floor level to second floor level 0.20 MT 145,000.00 29,000.00
2.C.111 From second floor level to third floor level 0.20 MT 145,000.00 29,000.00
2.C.112 From third floor level to fourth floor level 0.55 MT 145,000.00 79,750.00
2.C.113 From fourth floor level to water tank roof slab
level / Machine room floor level 0.30 MT 145,000.00 43,500.00
2.C.114 From Machine room floor level to machine
room roof slab level 0.15 MT 145,000.00 21,750.00
12 mm dia. in columns
2.C.115 From Machine room floor level to machine
room roof slab level 0.05 MT 145,000.00 7,250.00
10 mm dia.links in columns
2.C.116 From ground floor level to first floor level 0.12 MT 145,000.00 17,400.00
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.C.120 At first floor level 1.08 MT 145,000.00 156,600.00
2.C.121 At second floor level 1.30 MT 145,000.00 188,500.00
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
Total Carried Forward 7,258,406.10 S07 - 46
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 7,258,406.10
16 mm dia. in beams
2.C.126 At first floor level 0.51 MT 145,000.00 73,950.00
2.C127 At second floor level 0.64 MT 145,000.00 92,800.00
2.C.128 At third floor level 0.65 MT 145,000.00 94,250.00
2.C.129 At fourth floor level 0.59 MT 145,000.00 85,550.00
2.C.130 At machine room floor level 0.34 MT 145,000.00 49,300.00
2.C.131 At Water tank roof level 0.11 MT 145,000.00 15,950.00
2.C.132 At Machine room roof level 0.17 MT 145,000.00 24,650.00
12mm dia In beams
2.C.133 At first floor level 0.06 MT 145,000.00 8,700.00
2.C.134 At second floor level 0.03 MT 145,000.00 4,350.00
2.C.135 At third floor level 0.04 MT 145,000.00 5,800.00
2.C.136 At fourth floor level 0.01 MT 145,000.00 1,450.00
2.C.137 At machine room floor level 0.04 MT 145,000.00 5,800.00
2.C.138 At Water tank roof level 0.03 MT 145,000.00 4,350.00
2.C.139 At Machine room roof level 0.02 MT 145,000.00 2,900.00
10mm dia stirrups in beams
2.C.140 At first floor level 0.50 MT 145,000.00 72,500.00
2.C141 At second floor level 0.61 MT 145,000.00 88,450.00
2.C.142 At third floor level 0.60 MT 145,000.00 87,000.00
2.C.143 At fourth floor level 0.56 MT 145,000.00 81,200.00
2.C.144 At machine room floor level 0.13 MT 145,000.00 18,850.00
2.C.145 At Water tank roof level 0.06 MT 145,000.00 8,700.00
2.C.146 At Machine room roof level 0.05 MT 145,000.00 7,250.00
Total Carried Forward 8,092,156.10 S07 - 47
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 8,092,156.10
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
Total Carried Forward 8,176,981.10 S07 - 48
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 8,176,981.10
10mm dia in suspended floor slab
2.C.162 At first floor level 1.55 MT 145,000.00 224,750.00
2.C.163 At second floor level 1.90 MT 145,000.00 275,500.00
2.C.164 At third floor level 2.05 MT 145,000.00 297,250.00
2.C.165 At fourth floor level 1.55 MT 145,000.00 224,750.00
2.C.166 At machine room floor level 0.06 MT 145,000.00 8,700.00
2.C.167 At Machine room roof level 0.32 MT 145,000.00 46,400.00
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
2.C.176 From ground floor level to first floor level 0.05 MT 145,000.00 7,250.00
2.C.177 From first floor level to second floor level 0.15 MT 145,000.00 21,750.00
2.C.178 From second floor level to third floor level 0.15 MT 145,000.00 21,750.00
2.C.179 From third floor level to fourth floor level 0.15 MT 145,000.00 21,750.00
Total Carried Forward 9,429,998.60 S07 - 49
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 9,429,998.60
2.C.180 From fourth floor level to water tank roof slab
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
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT
D - MASONRY WORK
Refer Pricing Preambles
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
room roof slab level 41.69 m2
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
room roof slab level 6.46 m2
1,500.00 9,690.00
TOTAL CARRIED TO COLLECTION ON PAGE S 07 - 100 2,836,102.00
S07 - 51
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT
E - WATER PROOFING
Refer pricing Preambles
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
Total Carried Forward 40,608.00
S07 - 52
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 40,608.00
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
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT
F- STRUCTURAL STEEL WORK
Refer Pricing Preambles
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
TOTAL CARRIED TO COLLECTION ON PAGE NO S07- 100 369,360.00
S07 - 54
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT
G- METAL WORK
Refer Pricing Preambles
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
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
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.
Total Carried Forward
S07 - 56
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward
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.
Total Carried Forward
S07 - 57
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward
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)
Total Carried Forward
S07 - 58
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward
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
Fabricating & fixing of Aluminium door type
D2, 1500 x 2100 mm high overall with white
colour, matt finished Powder coated
aluminium frame consisting of 2 No. glazed
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
Fabricating & fixing of Aluminium door type
D3, 900 x 2100 mm high overall with white
colour, matt finished Powder coated
aluminium frame consisting of 2 No. glazed
aluminium door sashes including 2 No. glass
panes, as per drawing and Engineers
approval (each door 1.89m2)
2.G.4 In ground floor 1.00 Nr. 24,270.00 24,270.00
2.G.5 In second floor 2.00 Nr. 24,270.00 48,540.00
2.G.6 In machine room floor 1.00 Nr. 24,270.00 24,270.00
Total Carried Forward 368,660.00
S07 - 59
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 368,660.00
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)
2.G.7 In ground floor 1.00 Nr. 186,300.00 186,300.00
2.G.8 In first floor 1.00 Nr. 186,300.00 186,300.00
2.G.9 In second floor 1.00 Nr. 186,300.00 186,300.00
Fabricating & fixing of Aluminium sliding
window type W2, 1200 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 drawing and Engineers approval
(each window 16.20m2)
2.G.10 In ground floor 1.00 Nr. 186,300.00 186,300.00
2.G.11 In first floor 2.00 Nr. 186,300.00 372,600.00
2.G.12 In second floor 2.00 Nr. 186,300.00 372,600.00
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
drawing and Engineers approval (each
window 19.80m2)
2.G.14 In third floor 1.00 Nr. 227,700.00 227,700.00
2.G.15 In fourth floor 1.00 Nr. 227,700.00 227,700.00
Total Carried Forward 2,687,060.00 S07 - 60
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 2,687,060.00
Fabricating & fixing of Aluminium sliding
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
drawing and Engineers approval (each
window 1.08m2)
2.G.16 In ground floor 2.00 Nr. 12,420.00 24,840.00
2.G.17 In first floor 2.00 Nr. 12,420.00 24,840.00
Fabricating & fixing of Aluminium sliding
window type W5, 6450 x 2700 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 drawing and Engineers approval
(each window 17.40m2)
2.G.18 In third floor 1.00 Nr. 200,100.00 200,100.00
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 )
2.G.19 In ground floor 2.00 Nr. 7,920.00 15,840.00
2.G.20 In first floor 2.00 Nr. 7,920.00 15,840.00
2.G.21 In second floor 3.00 Nr. 7,920.00 23,760.00
2.G.22 In third floor 2.00 Nr. 7,920.00 15,840.00
2.G.23 In fourth floor 3.00 Nr. 7,920.00 23,760.00
Total Carried Forward 3,031,880.00
S07 - 61
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 3,031,880.00
Fabricating & fixing of Aluminium fixed glass
type FG1, 5500 x 2700mm high overall with
White colour mat finished Powder coated
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
Drawing and Engineers approval. (each
fixed glass 14.85m2 )
2.G.24 In first floor 1.00 Nr. 155,925.00 155,925.00
Fabricating & fixing of Aluminium fixed glass
type FG2, 600 x 675mm high overall with
White colour mat finished Powder coated
aluminium frame and glass pane fixed to
frame all complete as per Drawing and
Engineers approval. (each fixed glass
0.41m2 )
2.G.25 In ground floor 1.00 Nr. 42,525.00 42,525.00
2.G.26 In first floor 1.00 Nr. 42,525.00 42,525.00
2.G.27 In second floor 1.00 Nr. 42,525.00 42,525.00
2.G.28 In third floor 1.00 Nr. 42,525.00 42,525.00
2.G.29 In fourth floor 1.00 Nr. 42,525.00 42,525.00
2.G.30 In machine room floor 1.00 Nr. 42,525.00 42,525.00
Fabricating & fixing of Aluminium fixed glass
type FG3, 5500 x 3025mm high overall with
White colour mat finished Powder coated
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
Drawing and Engineers approval. (each
fixed glass 16.64m2 )
2.G.31 In machine room floor 1.00 Nr. 174,750.00 174,750.00
Total Carried Forward 3,617,705.00 S07 - 62
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 3,617,705.00
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 )
2.G.32 In ground floor 1.00 Nr. 5,515.00 5,515.00
2.G.33 In first floor 1.00 Nr. 5,515.00 5,515.00
2.G.34 In second floor 1.00 Nr. 5,515.00 5,515.00
2.G.35 In third floor 1.00 Nr. 5,515.00 5,515.00
2.G.36 In fourth floor 1.00 Nr. 5,515.00 5,515.00
2.G.37 In machine room floor 1.00 Nr. 5,515.00 5,515.00
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
Aluminium framed glazed partition type- P2,
2088 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
2.G.39 In first floor ( 1 No. ) 6.24 m2
6,200.00 38,688.00
Total Carried Forward 3,796,247.00
S07 - 63
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 3,796,247.00
Aluminium framed glazed partition type- P3,
400 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
2.G.40 In first floor ( 1 No. ) 1.20 m2
6,200.00 7,440.00
Aluminium framed glazed partition type- P4,
1595 x 1350mm high overall with powder
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
2.G.41 In first floor ( 1 No. ) 2.16 m2
6,200.00 13,392.00
Aluminium framed glazed partition type- P4',
3600 x 3000mm high overall with powder
coated aluminium frame, top and second
panells 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
),including 900 x 2100mm high door all as
per detail Drg. No 2011-10-004AR15
2.G.42 In first floor ( 1 No. ) 10.80 m2
9,500.00 102,600.00
Aluminium framed glazed partition type- P5,
2700 x 3600mm high overall with powder
coated aluminium frame, top and second
panells 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
),including 900 x 2100mm high door all as
per detail Drg. No 2011-10-004AR15
2.G.43 In first floor ( 1 No. ) 9.72 m2
7,490.00 72,802.80
Total Carried Forward 3,992,481.80 S07 - 64
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 3,992,481.80
Aluminium framed glazed partition type- P6,
1260 x 2100mm high overall with powder
coated aluminium frame, top panells
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
as per detail Drg. No 2011-10-004AR15
2.G.44 In first floor ( 1 No. ) 2.65 m2
6,200.00 16,430.00
Aluminium framed glazed partition type- P7,
5470 x 2100mm high overall with powder
coated aluminium frame, top panells
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
as per detail Drg. No 2011-10-004AR15
2.G.45 In first floor ( 1 No. ) 11.50 m2
6,200.00 71,300.00
Aluminium framed glazed partition type- P8,
1200 x 3600mm high overall with powder
coated aluminium frame, top and second
panells 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
as per detail Drg. No 2011-10-004AR16
2.G.46 In second floor ( 1 No. ) 4.32 m2
6,200.00 26,784.00
Aluminium framed glazed partition type- P9,
1200 x 3600mm high overall with powder
coated aluminium frame, top and second
panells 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
as per detail Drg. No 2011-10-004AR16
2.G.47 In second floor ( 1 No. ) 4.32 m2
6,200.00 26,784.00
Total Carried Forward 4,133,779.80
S07 - 65
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 4,133,779.80
Aluminium framed glazed partition type- P10,
4730 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.48 In second floor ( 1 No. ) 14.20 m2
6,200.00 88,040.00
Aluminium framed glazed partition type- P11,
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.)
2.G.49 In second floor ( 1 No. ) 22.50 m2
6,200.00 139,500.00
Aluminium framed glazed partition type- P12,
5906 x 2100mm high overall with powder
coated aluminium frame, top panells
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
as per detail Drg. No 2011-10-004AR16
2.G.50 In second floor ( 1 No. ) 12.40 m2
6,200.00 76,880.00
Aluminium framed glazed partition type- P13,
2181 x 2100mm high overall with powder
coated aluminium frame, top panells
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
as per detail Drg. No 2011-10-004AR16
2.G.51 In second floor ( 1 No. ) 4.58 m2
6,200.00 28,396.00
Total Carried Forward 4,466,595.80
S07 - 66
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 4,466,595.80
Aluminium framed glazed partition type- P14,
9476 x 4200mm 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 )
including 3 No. doors 900 x 2100mm high, all
as per detail Drg. No 2011-10-004AR17
2.G.52 In third floor ( 1 No. ) 39.82 m2
7,200.00 286,704.00
Aluminium framed glazed partition type- P15,
5732 x 4200mm 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 2011-10-004AR17
2.G.53 In third floor ( 1 No. ) 24.10 m2
6,200.00 149,420.00
Aluminium framed glazed partition type- P16,
5732 x 2100mm high overall with powder
coated aluminium frame, top panells
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
as per detail Drg. No 2011-10-004AR17
2.G.54 In third floor ( 2 No. ) 24.10 m2
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
Total Carried Forward 7,234,639.80
S07 - 67
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 7,234,639.80
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 )
2.G.57 In fourth floor 1.00 Nr. 9,800.00 9,800.00
Steel Door type TD, 500 x 1800 mm high
overall all complete as per Manufacturer's
specification and Engineers approval. (each
door 0.9m2 )
2.G.58 In ground floor 3.00 Nr. 7,260.00 21,780.00
2.G.59 In first floor 3.00 Nr. 7,260.00 21,780.00
2.G.60 In second floor 3.00 Nr. 7,260.00 21,780.00
2.G.61 In third floor 2.00 Nr. 7,260.00 14,520.00
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)
2.G.62 In ground floor 2.00 Nr. 14,540.00 29,080.00
2.G.63 In first floor 1.00 Nr. 14,540.00 14,540.00
2.G.64 In third floor 1.00 Nr. 14,540.00 14,540.00
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
approval (each door 1.57m2)
2.G.65 In ground floor 1.00 Nr. 12,100.00 12,100.00
2.G.66 In first floor 2.00 Nr. 12,100.00 24,200.00
2.G.67 In second floor 3.00 Nr. 12,100.00 36,300.00
2.G.68 In third floor 3.00 Nr. 12,100.00 36,300.00
Total Carried Forward 7,491,359.80
S07 - 68
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 7,491,359.80
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
TOTAL CARRIED TO COLLECTION ON PAGE S 07 - 100 8,250,159.80
S07 - 69
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT
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
TOTAL CARRIED TO COLLECTION ON PAGE S 07 - 100 5,250.00
S07 - 70
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT
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
Total Carried Forward 209,450.00
S07 - 71
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 209,450.00
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
TOTAL CARRIED TO COLLECTION ON PAGE S 07 - 100 244,850.00
S07 - 72
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT
K - PLUMBING
Refer Pricing Preambles
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
Total Carried Forward 82,000.00
S07 - 73
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 82,000.00
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.)
2.K.6 in ground floor 5.00 Nr. 19,000.00 95,000.00
2.K.7 In first floor 4.00 Nr. 19,000.00 76,000.00
2.K.8 In second floor 5.00 Nr. 19,500.00 97,500.00
2.K.9 In third floor 3.00 Nr. 19,500.00 58,500.00
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.
2.K.10 in ground floor 5.00 Nr. 4,000.00 20,000.00
2.K.11 In first floor 4.00 Nr. 4,000.00 16,000.00
2.K.12 In second floor 5.00 Nr. 4,000.00 20,000.00
2.K.13 In third floor 3.00 Nr. 4,000.00 12,000.00
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
2.K.14 in ground floor 1.00 Nr. 15,000.00 15,000.00
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
2.K.15 in ground floor 1.00 Nr. 10,000.00 10,000.00
Total Carried Forward 502,000.00
S07 - 74
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 502,000.00
Ceramic toilet paper holder fixed to wall with
fibre plugs at 600mm above finished floor
level
2.K.16 in ground floor 2.00 Nr. 3,000.00 6,000.00
2.K.17 In first floor 2.00 Nr. 3,000.00 6,000.00
2.K.18 In second floor 3.00 Nr. 3,250.00 9,750.00
2.K.19 In third floor 3.00 Nr. 3,250.00 9,750.00
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
2.K.22 in ground floor 3.00 Nr. 3,100.00 9,300.00
2.K.23 In first floor 2.00 Nr. 3,200.00 6,400.00
2.K.24 In second floor 5.00 Nr. 3,200.00 16,000.00
2.K.25 In third floor 2.00 Nr. 3,400.00 6,800.00
20mm dia bidet spray tap with flexible
coupling.
2.K.26 in ground floor 2.00 Nr. 4,100.00 8,200.00
2.K.27 In first floor 2.00 Nr. 4,200.00 8,400.00
2.K.28 In second floor 3.00 Nr. 4,300.00 12,900.00
2.K.29 In third floor 3.00 Nr. 4,300.00 12,900.00
Total Carried Forward 624,000.00 S07 - 75
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 624,000.00
Supply & fixing 32mm dia. plastic bottle trap
2.K.30 In ground floor 5.00 Nr. 1,200.00 6,000.00
2.K.31 In first floor 4.00 Nr. 1,200.00 4,800.00
2.K.32 In second floor 5.00 Nr. 1,200.00 6,000.00
2.K.33 In third floor 3.00 Nr. 1,200.00 3,600.00
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
Total Carried Forward 717,985.00
S07 - 76
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 717,985.00
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
2.K.42 25mm dia distribution pipe as connection to
sanitary fittings fixed to wall or burried in floor
screed as directed. 17.50 m 500.00 8,750.00
2.K.43 20mm dia distribution pipe as connection to
sanitary fittings fixed to wall or burried in floor
screed as directed. 48.80 m 460.00 22,448.00
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
Total Carried Forward 800,393.00 S07 - 77
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 800,393.00
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
Total Carried Forward 941,568.00 S07 - 78
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 941,568.00
Soil and vent pipes
Refer pricing Preambles
2.K.61 110mm dia. soil pipe extended from closets
and upper floor stacks to the nearest
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 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
Total Carried Forward 1,044,253.00
S07 - 79
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 1,044,253.00
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
TOTAL CARRIED TO COLLECTION ON PAGE S 07 - 100 1,264,953.00
S07 - 80
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT
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
2.L.12 From fourth floor level to machine room floor
level 30.00 m 260.00 7,800.00
2.L.13 From machine room floor level to roof slab
level 39.50 m 300.00 11,850.00
Total Carried Forward 718,240.00
S07 - 81
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 718,240.00
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.)
On brick walls, attached columns
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
2.L.25 From fourth floor level to machine room floor
level 269.00 m2
710.00 190,990.00
2.L.26 From machine room floor level to roof slab
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
Total Carried Forward 1,910,455.00
S07 - 82
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
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
2.L.31 From fourth floor level to machine room floor
level 30.00 m 260.00 7,800.00
2.L.32 From machine room floor level to roof slab
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
Total Carried Forward 2,527,221.50
S07 - 83
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 2,527,221.50
Sloping soffit of staircase
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
Total Carried Forward 3,128,162.50 S07 - 84
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 3,128,162.50
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
Total Carried Forward 3,287,047.50
S07 - 85
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 3,287,047.50
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
Total Carried Forward 5,437,787.50
S07 - 86
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 5,437,787.50
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
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT
M- ELECTRICAL INSTALLATION
Refer Pricing Preambles
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
Total Carried Forward
S07 - 88
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward
[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
2.M.4 In second floor 13.00 Nr. 2,700.00 35,100.00
2.M.5 In third floor 12.00 Nr. 2,800.00 33,600.00
Fluorescent lamp 600mm single
2.M.6 In ground floor 14.00 Nr. 2,600.00 36,400.00
2.M.7 In first floor 3.00 Nr. 2,600.00 7,800.00
2.M.8 In second floor 3.00 Nr. 2,700.00 8,100.00
2.M.9 In third floor 3.00 Nr. 2,800.00 8,400.00
Fluorescent lamp 1200mm single
2.M.10 In ground floor 4.00 Nr. 2,600.00 10,400.00
2.M.11 In first floor 3.00 Nr. 2,600.00 7,800.00
2.M.12 In second floor 2.00 Nr. 2,700.00 5,400.00
2.M.13 In third floor 4.00 Nr. 2,800.00 11,200.00
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
Total Carried Forward 247,900.00
S07 - 89
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 247,900.00
Fluorescent lamp fitting 600mm x 600mm
recessed type
2.M.16 In fourth floor 6.00 Nr. 4,000.00 24,000.00
Surface mount Fluorescent lamp fitting
600mm x 600mm
2.M.17 In ground floor 10.00 Nr. 4,000.00 40,000.00
2.M.18 In first floor 10.00 Nr. 4,000.00 40,000.00
Wall mounted weather proof bracket lamp
2.M.19 In ground floor 5.00 Nr. 3,500.00 17,500.00
Ceiling lamp surface mounted
2.M.20 In ground floor 3.00 Nr. 3,500.00 10,500.00
2.M.21 In first floor 2.00 Nr. 3,600.00 7,200.00
2.M.22 In second floor 1.00 Nr. 3,700.00 3,700.00
Wall mounted lamp
2.M.23 In ground floor 12.00 Nr. 3,500.00 42,000.00
Ceiling fan 1400mm dia.
2.M.24 In ground floor 4.00 Nr. 5,000.00 20,000.00
2.M.25 In first floor 2.00 Nr. 5,100.00 10,200.00
2.M.26 In second floor 4.00 Nr. 5,200.00 20,800.00
2.M.27 In third floor 7.00 Nr. 5,300.00 37,100.00
2.M.28 In fourth floor 3.00 Nr. 5,400.00 16,200.00
Total Carried Forward 537,100.00 S07 - 90
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 537,100.00
Ceiling fan 1200mm dia.
2.M.29 In ground floor 1.00 Nr. 5,000.00 5,000.00
2.M.30 In first floor 1.00 Nr. 5,100.00 5,100.00
2.M.31 In second floor 2.00 Nr. 5,200.00 10,400.00
2.M.32 In third floor 1.00 Nr. 5,300.00 5,300.00
Exhaust fan
2.M.33 In ground floor 2.00 Nr. 8,000.00 16,000.00
2.M.34 In first floor 2.00 Nr. 8,100.00 16,200.00
2.M.35 In second floor 3.00 Nr. 8,200.00 24,600.00
2.M.36 In third floor 2.00 Nr. 8,300.00 16,600.00
Wall fan
2.M.37 In second floor 2.00 Nr. 8,000.00 16,000.00
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.
2.M.38 In ground floor 9.00 Nr. 4,200.00 37,800.00
2.M.39 In first floor 13.00 Nr. 4,300.00 55,900.00
2.M.40 In second floor 14.00 Nr. 4,400.00 61,600.00
2.M.41 In third floor 16.00 Nr. 4,500.00 72,000.00
2.M.42 In fourth floor 8.00 Nr. 4,600.00 36,800.00
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
2.M.44 In first floor 1.00 Nr. 4,200.00 4,200.00
Total Carried Forward 929,800.00 S07 - 91
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 929,800.00
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.
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
2.M.46 In first floor 1.00 Nr. 4,200.00 4,200.00
2.M.47 In second floor 2.00 Nr. 4,300.00 8,600.00
2.M.48 In third floor 3.00 Nr. 4,500.00 13,500.00
Supply and fixing following fittings with
switch;
150mm Recessed type down light C/W
polished aluminium reflector & 15W CFL
2.M.49 In first floor 14.00 Nr. 1,500.00 21,000.00
2.M.50 In second floor 7.00 Nr. 1,600.00 11,200.00
2.M.51 In third floor 6.00 Nr. 1,700.00 10,200.00
150mm surface mount down light C/W
polished aluminium reflector & 15W CFL
2.M.52 In second floor 13.00 Nr. 1,500.00 19,500.00
2.M.53 In third floor 12.00 Nr. 1,600.00 19,200.00
Fluorescent lamp fitting batten type 600mm
single with 1x18W tube
2.M.54 In ground floor 2.00 Nr. 1,350.00 2,700.00
2.M.55 In first floor 3.00 Nr. 1,400.00 4,200.00
2.M.56 In second floor 3.00 Nr. 1,450.00 4,350.00
2.M.57 In third floor 3.00 Nr. 1,500.00 4,500.00
Total Carried Forward 1,057,450.00
S07 - 92
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 1,057,450.00
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
2.M.64 In ground floor 10.00 Nr. 5,000.00 50,000.00
2.M.65 In first floor 10.00 Nr. 5,100.00 51,000.00
600mm x 600mm Recessed type Fluorescent
lamp fitting with polished aluminum parabolic
lured mirror reflector & 3 x 18w tubes
2.M.66 In fourth floor 6.00 Nr. 5,600.00 33,600.00
Wall mounted weather proof bracket lamp
c/w 150mm dia cleat glass globe with 15W
CFL bulb
2.M.67 In ground floor 5.00 Nr. 4,500.00 22,500.00
Ceiling lamp surface mounted c/w 200mm dia
opal white glass globe with 15W CFL bulb
2.M.68 In ground floor 3.00 Nr. 3,200.00 9,600.00
2.M.69 In first floor 2.00 Nr. 3,300.00 6,600.00
2.M.70 In second floor 1.00 Nr. 3,400.00 3,400.00
Total Carried Forward 1,244,350.00 S07 - 93
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 1,244,350.00
16W 2D Wall mounted lamp fitting with opal
white glass diffuser
2.M.71 In ground floor 12.00 Nr. 2,100.00 25,200.00
Ceiling fan 1400mm dia. controlled by 5
speed fan regulator & 10A. switch
2.M.72 In ground floor 4.00 Nr. 8,100.00 32,400.00
2.M.73 In first floor 2.00 Nr. 8,200.00 16,400.00
2.M.74 In second floor 4.00 Nr. 8,300.00 33,200.00
2.M.75 In third floor 7.00 Nr. 8,400.00 58,800.00
2.M.76 In fourth floor 3.00 Nr. 8,400.00 25,200.00
Ceiling fan 1200mm dia. controlled by 5
speed fan regulator & 10A. switch
2.M.77 In ground floor 1.00 Nr. 8,000.00 8,000.00
2.M.78 In first floor 1.00 Nr. 8,100.00 8,100.00
2.M.79 In second floor 2.00 Nr. 8,200.00 16,400.00
2.M.80 In third floor 1.00 Nr. 8,300.00 8,300.00
Exhaust fan wired thro A 5A. Socket outlet at
high level & controlled by 5A switch
2.M.81 In ground floor 2.00 Nr. 13,000.00 26,000.00
2.M.82 In first floor 2.00 Nr. 13,100.00 26,200.00
2.M.83 In second floor 3.00 Nr. 13,200.00 39,600.00
2.M.84 In third floor 2.00 Nr. 13,300.00 26,600.00
Wall fan wired thro A 5A. Socket outlet at
high level
2.M.85 In second floor 2.00 Nr. 12,000.00 24,000.00
Total Carried Forward 1,618,750.00
S07 - 94
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 1,618,750.00
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
2.M.89 DB - 2 (Recessed mount plastic enclosure)
1 No 30A.2P MCB
1 No 40A. 2P RCD (30mA.) 1.00 Nr. 20,000.00 20,000.00
10 way SPN (2x20A + 8x6A)
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
Total Carried Forward 1,758,750.00
S07 - 95
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 1,758,750.00
Second floor
2.M.91 DB - 3 (Recessed mount plastic enclosure)
1 No 30A.2P MCB
1 No 40A. 2P RCD (30mA.) 1.00 Nr. 20,000.00 20,000.00
10 way SPN (2x20A + 8x6A)
2.M.92 Supply and install in second floor A/C panel
recessed type complete with the following
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
2.M.93 DB - 4 (Recessed mount plastic enclosure)
1 No 30A.2P MCB
1 No 40A. 2P RCD (30mA.) 1.00 Nr. 20,000.00 20,000.00
10 way SPN (2x20A + 8x6A)
2.M.94 Supply and install in third floor A/C panel
recessed type complete with the following
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
2.M.95 DB - 5 (Recessed mount plastic enclosure)
1 No 30A.2P MCB
1 No 40A. 2P RCD (30mA.) 1.00 Nr. 22,000.00 22,000.00
6 way SPN (2x20A + 4x6A)
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)
Total Carried Forward 1,920,750.00
S07 - 96
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 1,920,750.00
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
2.M.100 4 x 4mm² PVC/PVC/Cu + 4mm² PVC/CU
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
2.M.102 4 x 6mm² PVC/PVC/Cu + 6mm² PVC/CU
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
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT
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
On brick walls, attached columns
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
Total Carried Forward 588,659.00 S07 - 98
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 588,659.00
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
Sloping soffit of staircase
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
TOTAL CARRIED TO COLLECTION ON PAGE NO S07- 100 901,218.00
S07 - 99
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT
BILL NO 2 - SUPERSTRUCTURE
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
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT
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
Total Carried Forward 65,500.00
S07 - 101
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 65,500.00
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
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
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
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT
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
Total Carried Forward 47,798.40 S07 - 103
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 47,798.40
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
Total Carried Forward 105,748.40
S07 - 104
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 105,748.40
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
Total Carried Forward 151,588.40
S07 - 105
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 151,588.40
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
Total Carried Forward 157,988.40
S07 - 106
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 157,988.40
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
TOTAL CARRIED TO COLLECTION ON PAGE S 07 -112 221,648.40
S07 - 107
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT
R- INLET AND OUTLET CHAMBERS
Refer drawing No WSS 1668.00
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
TOTAL CARRIED TO COLLECTION ON PAGE S 07 -112 35,457.90
S07 - 108
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT
S- SOAKAGE PIT ( 2. 0 M internal diameter)
Refer drawing No WSS 1670.03
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
3.S.10 225mm brickwork in cement mortar 1:5 in
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
Total Carried Forward 54,815.00
S07 - 109
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT Brought forward 54,815.00
3.S.11 225mm brickwork in cement mortar 1:5 in
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
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT
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
TOTAL CARRIED TO COLLECTION ON PAGE S 07 - 112 1,550,000.00
provisional sum
provisional sum
provisional sum
S07 - 111
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT
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
BOQ NO. 2011-10-004 Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute
ITEM DESCRIPTION QTY UNIT RATE AMOUNT
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
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:
Section 8 - Drawings
_____________________________________________________________________________________________________________________
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 AR05 - Detail of Roof & Ceiling
2011-10-004 AR06 - Detail of Roof & Ceiling
2011-10-004 AR07 - Detail of stairway
2011-10-004 AR08 - Detail of stairway
2011-10-004 AR09 - Detail of stairway
2011-10-004 AR10 - Details of toilets
2011-10-004 AR11 - Details of toilets
2011-10-004 AR12 - 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 AR16 - Details of Partitions
2011-10-004 AR17 - 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,
Arthur C Clarke Institute for Modern Technologies
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 ?