BIDDING UMENT FOR Proposed Extension for Existing by alicejenny

VIEWS: 14 PAGES: 159

									           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    S04 – 1 to 5
                      INFORMATION

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 05th
   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 & CEO
Arthur 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
________________________________________________________________________________________________________________




                                              SECTION I

                               INSTRUCTIONS TO BIDDERS




                                                       S01-1
                                                                                    Section 1 – Instructions to Bidders
________________________________________________________________________________________________________________




                                              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.




                                                       S01-2
                                                                                 Section 2 -Stranded Forms (Contract)
_______________________________________________________________________________________________________________




                                            SECTION 2

                      STANDARD FORMS [CONTRACT]

                               1.   FORM OF LETTER OF ACCEPTANCE
                               2.   AGREEMENT
                               3.   FORM OF PERFORMANCE SECURITY
                               4.   FORM OF ADVANCE PAYMENT SECURITY
                               5.   FORM OF RETENTION MONEY GUARANTEE




                                                                S02-1
                                                                                   Section 2 -Stranded Forms (Contract)
  _______________________________________________________________________________________________________________




                                     Form of Letter of Acceptance
                                                          …………………….[date]
                     [LETTER HEADING PAPER OF THE PROCURING ENTITY]

To……………………………………………………………………………………………………………
[name and address of the Contractor]

 I have the honour to notify you that your bid dated ………………….[insert date] for the
construction and remedying defects of the ……………[name of the Contract and
identification number] for the Contract price of ……………….[name of
currency] ………………………[amount in figures and words ] as corrected in accordance
with Instructions to Bidders and/ or modified by a Memorandum of Understanding, is here by
accepted.
You are hereby instructed to proceed with the execution of the said Works in accordance with
the Contract Document.
The number allotted to this Contract is ..........................[Contract Number], which should be
quoted in all future correspondence of this project.
You are hereby instructed to call over at the office of the ...........................[Officer &
Address], to sign the formal agreement along with a performance security as stated below
within ........days on receipt of this Letter of Acceptance. The performance security shall be
in any one of the following forms in item 52.1 (page no. S05-12) for
...............................................................
( amount in figures and words) in favour of the Director & CEO, Arthur C Clarke Institute
for Modern Technologies and shall be valid till .........................[Date].

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

The Start Date of the Works shall be ....................Days from the date of this Letter of
Acceptance. Stipulated deadline or the actual date of commencement which falls earlier will
be reckoned as the start date of the works. The Contract Period shall be .................................
[Contract Period] starting from the Start Date. You may contact .............................
..............................., .................., ..............., ..............................[Officer & Address] to make
arrangements for taking over the site in order to commence the Works.
You are hereby instructed to submit insurance covers from an insurance company approved
by the Treasury in accordance with the ...........................[Clause No.].
An advance payment of Rs......................... [Amount] may be paid in accordance with
.........................[Clause No.]on submission of an unconditional guarantee.

This Letter of Acceptance and your Bid will form a binding contract until the formal
agreement is signed.
Authorized Signature: ………………………………………………………………..............
Name and title of Signatory: ………………………………………………………………….

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




                                                                          S02-2
                                                                                  Section 2 -Stranded Forms (Contract)
 _______________________________________________________________________________________________________________




                                             AGREEMENT
This    Agreement,        made       the    ……        day     of     …..…-……...-20……….…                    between
……………………………………………… holding the office of the Director & CEO of
Arthur C Clarke Institute for Modern Technologies in the Government of the Democratic
Socialist Republic of Sri Lanka (hereinafter called “the Employer”) for himself and his
successors in the said office for the time being, acting for and on behalf of The Arthur C
Clarke Institute for Modern Technologies (ACCIMT) (hereinafter sometimes referred to as
ACCIMT) of the one part and …… ………… … ……… ……… …… ……of ………
………… ………… ……… ……… ...trading under the name, firm and style of Messrs’
…………………………………………… a Company duly incorporated and having its
registered office at ……… ……… ………… …… ……… …..(hereinafter designated "the
Contractor" which expressions shall include his or their heirs, executors, administrators and
legal representatives or where the context so admits, include its successors and permitted
assigns) of the other part.


WHEREAS                the           Employer             desires            that          the          Contractor
execute………………………..…………                                                                                     ……….
……………………………….……………………..(hereinafter called “the Works”)and the
Employer has accepted the Bid by the Contractor for the execution and completion of such
Works and the remedying of any defects therein.


NOW THIS AGREEMENT WITNESSETH as follows:


               1.        In this Agreement, words and expressions shall have the same meanings
                         as are respectively assigned to them in the Conditions of Contract
                         hereinafter referred to, and they shall be deemed to form and be read and
                         construed as part of this Agreement.


               2.        In consideration of the payments to be made by the Employer to the
                         Contractor as hereinafter mentioned, the Contractor hereby covenants
                         with the Employer to execute and complete the Works and remedy any
                         defects therein in conformity in all respects with the provisions of the
                         Contract.



                                                                   S02-3
                                                                                   Section 2 -Stranded Forms (Contract)
  _______________________________________________________________________________________________________________




                   3.         The Employer hereby covenants to pay the Contractor in consideration
                              of the execution and completion of the Works and the remedying of
                              defects wherein the Contract Price or such other sum as may become
                              payable under the provisions of the Contract at the times and in the
                              manner prescribed by the Contract.




IN WITNESS whereof the parties thereto have caused this Agreement to be executed the day
and year aforementioned in accordance with laws of Republic of Sri Lanka.


  ………………………………
  Director & CEO, ACCIMT


WITNESSES:


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




Signature of the Contractor/Director of the Company
Name : ...................................................                           Common Seal
NIC No…………………………………..


Signature of the Contractor/Director of the Company
Name : ...................................................
NIC No…………………………………..


WITNESSES:

1. Signature.................…………                                 2. Signature..........…………………
    NIC No…………………………                                                  NIC No…………………………...
    Name & Address………………                                              Name & Address…………………
    ………………….……………..                                                   ……………………………………
    …………………….…………..                                                   ……………………………………




                                                                  S02-4
                                                                                   Section 2 -Stranded Forms (Contract)
  _______________________________________________________________________________________________________________




                                          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)]




                                                                                     S02-5
                                                                                   Section 2 -Stranded Forms (Contract)
  _______________________________________________________________________________________________________________




                                   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)]




                                                                               S02-6
                                                                                   Section 2 -Stranded Forms (Contract)
  _______________________________________________________________________________________________________________




                                  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)]




                                                                                     S02-7
                                                                                    Section 3 –Conditions of Contract
_______________________________________________________________________________________________________________




                                           SECTION - 3

                              CONDITIONS OF CONTRACT




                                                                S03-1
                                                                                     Section 3 –Conditions of Contract
 _______________________________________________________________________________________________________________




                                 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.




                                                                 S03-2
                                                                     Section 4-Form of Bid and Qualification Information
 _______________________________________________________________________________________________________________




                                              VOLUME II




                                                  CONTENTS


SECTION                                        DESCRIPTION                                         PAGE NO




SECTION 4                         FORM OF BID AND QUALIFICATION                                  S04-1 to 5
                                  INFORMATION

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




                                                                  VII-01
                                                                    Section 4-Form of Bid and Qualification Information
_______________________________________________________________________________________________________________




                                             SECTION 4

                                           FORM OF BID
                                    AND
                         QUALIFICATION INFORMATION




                                                                 S04-1
                                                                     Section 4-Form of Bid and Qualification Information
 _______________________________________________________________________________________________________________




                                                       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.




                                                                                S04-2
                                                                     Section 4-Form of Bid and Qualification Information
 _______________________________________________________________________________________________________________




Dated this ........................... day of ………….. Two Thousand and ………………….......... in
the capacity of……………………….(Designation) duly authorised as - sole proprietor /
power of attorney holder / person authorized by board resolution- (Delete whichever is not
applicable) to sign bids for and on behalf of ……… ………… ……… …………… … … …
…………………………
(IN BLOCK CAPITALS)




Signature         : …………………………………….                                         Seal
Name              : …………………………………….
Address           : …………………………………….
                   ……………………………………..
                   ……………………………………..
                   ……………………………………..

Witnesses


1. Signature      : ………………………………                                     2. Signature : …………………………
   Name           : ……………………………….                                       Name      : …………………………
   Address        : ……………………………….                                       Address : …………………………
                   ………………………………..                                                   …………………………
                   ………………………………..                                                   …………………………
                   ………………………………..                                                   …………………………




                                                                  S04-3
                                                                     Section 4-Form of Bid and Qualification Information
 _______________________________________________________________________________________________________________




                                               Qualification Information

                 [To be completed by the Bidder and submitted with the Bid.]
ICTAD Registration:        Eligibility Requirement

            Registration No
                      Grade C5 or above
                                                                  Attach copies of relevant
                 Speciality Building Construction
                                                                  pages from the registration
                   Validity Valid at the time of closing of       book to confirm your details
                            bids and also at the time of          (attach as annex I).
                            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                   (attach copies of certificates of completion of the projects etc,
of the Construction works                  and/or financial statement audited by a Charted Accountant as
requested as in the                        annex VI)
Bidding Data Cl. 4.4;


Details of Construction
works requested as in the              (attach copies of cliental certificates of completion of the projects
Bidding Data Cl. 4.4;                  etc, as annex VI)

Details of construction                (attach as annex VII)
equipment proposed for
the project.
Qualification and                          Eligibility Requirements                          Bidder’s Qualification
experience of key staff                    Category, Experience and Qualification        Required    Proposed by bidder
                                                                                         Nos         (Name, experience
                                                                  S04-4
                                                                      Section 4-Form of Bid and Qualification Information
  _______________________________________________________________________________________________________________




required as in the Bidding                                                                              and Qualification)
data Cl. 4.4                            Chartered (Civil) Engineer, over 10 years         01
                                        of post charter experience in Building
                                        Construction – Visiting – 10 hours per week

                                        B.Sc. (Civil) Engineering over 05 years           01
                                        experience in Building Construction - Full
                                        time

                                        Technical Officer – NDT (Civil) or                01
                                        equivalent over 05 years experience in
                                        Building Construction - Full time

                                        (attach copies of certificates of academic qualification, experience,
                                        appointment letter or consent letter etc as annex VIII)

Details of work plan and                (attach as annex IX)
method
Details of Credit Facilities            Furnish relevant documents for Rs.8.0 million.
requested as in the                        (attach as annex X)
Bidding Data Cl. 4.4;
Details of work in hand as              (attach relevant document as annex XI)
in the Bidding Data Cl.
4.4(f)

Working capital for the                 (attach relevant document as annex XI)
work in hand as in the
Bidding Data Cl. 4.4(g)




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

Name:

Date:                                                                        Seal




                                                                   S04-5
                                                                            Section 5 – Bidding Data and Contract Data

________________________________________________________________________________________________________________




                                           SECTION 5

                 BIDDING DATA AND CONTRACT DATA




                                                           S05-1
                                                                            Section 5 – Bidding Data and Contract Data

________________________________________________________________________________________________________________



                                            Bidding Data
A. GENERAL
Instructions
to Bidders
Clause
Reference
    1.1         The Employer is
                Name: Director & CEO, ACCIMT                                                SCOPE OF BID
                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.
    1.2         Intended Completion Date is Two hundred and seventy
                three (273) Days from the Start Date.

    1.3         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                                 SOURCE OF
                Government of Sri Lanka.                                                    FUNDS


    4.2         The registration required                                                   ELIGIBILITY
                                                                                            AND
                Speciality: Building Construction                                           QUALIFICATION
                                                                                            OF THE BIDDER
                Grade: ICTAD Grade C5 or above
                Validity: valid at the time of closing of the Bids and
                also at the time of award.

    4.3         The following Information shall be provided in section 4
                   • ICTAD Registration;
                              Registration Number
                              Grade
                              Specialty
                              Validity
                                                           S05-2
                                                                            Section 5 – Bidding Data and Contract Data

________________________________________________________________________________________________________________



                    •    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.



                                                           S05-3
                                                                            Section 5 – Bidding Data and Contract Data

________________________________________________________________________________________________________________




                 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             Add
                                                                                            ONE BID PER
                                                                                            BIDDER
                Only who purchased the Bidding documents shall be
                eligible to Bid

8.1             Delete and Add

                The set of bidding documents comprises the documents
                listed below and addenda issued in accordance with                          CONTENT OF
                Clause 10:                                                                  BIDDING
                                                                                            DOCUMENT


                                                           S05-4
                                                                            Section 5 – Bidding Data and Contract Data

________________________________________________________________________________________________________________


                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;                     CLARIFICATION
                Name : Executive Secretary                                                  OF BIDDING
                                                                                            DOCUMENTS
                Address: Arthur C Clarke Institute for Modern Technologies
                272, Bandaranayake Mawatha, Katubedda, Moratuwa
                Fax No.:011-2650462
                E- mail : panduka@accmt.ac.lk
   11.1         The language of the bidding document shall be English                       LANGUAGE OF
                                                                                            BID

   12.1         Delete and Add
                                                                                            DOCUMENTS
                The Bid submitted by the bidder shall comprise the                          COMPRISING
                following duly filled and completed in two copies                           THE BID
                marked “Original” and “Copy”.

                Invitation for Bids
                Volume 1 :
                   Section 1 Instructions to Bidders
                   Section 2 Standard Forms




                                                           S05-5
                                                                            Section 5 – Bidding Data and Contract Data

________________________________________________________________________________________________________________



                   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                                                                      BID PRICES
                ………. “at the space provided in the B.O.Q.”
                Add
                …..“in the Section 10.”

   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                      BID VALIDITY
                last date fixed for receiving of Bids or any extended
                period.

   16.1         Bid shall include a Bid Security using the forms included                   BID SECURITY
                in section 09
   16.2         Bid security shall be submitted by Bidder
                Bid security shall be;
                   • Issued by an agency acceptable to Employer
                       using the form for bid security (unconditional
                       guarantee) included in section 09 Standard
                       Forms.
                           - In favour of Director & CEO
                           - for an amount Rs.800,000.00
                           - Valid until 100 Days from the date of
                           closing of the bids
                The agencies acceptable to Employer are:
                   • a commercial bank operating in Sri Lanka
                       approved by the Central Bank of Sri Lanka ; or
                   • a bank based in another country but the guarantee
                       “confirmed” by a bank operating in Sri Lanka
                       approved by the Central Bank of Sri Lanka;
                   • Construction Guarantee Fund




                                                           S05-6
                                                                            Section 5 – Bidding Data and Contract Data

________________________________________________________________________________________________________________


   17.0        Pre bid meeting – Venue: Arthur C Clarke Institute for                        PRE-BID
               Modern Technologies,            272, Bandaranayake Mawatha,                   MEETING
               Katubedda, Moratuwa
               Date 1st December 2011                  Time 10.00 a.m.
   19.2         (a) The Employer’s address for the purpose of Bid                            SEALING AND
                    submission is                                                            MARKING OF
                                                                                             BIDS
                             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

   20.1        The deadline for submission of bids shall be at 14.00 hrs                     DEADLINE FOR
               on 06th December 2011                                                         SUBMISSION OF
                                                                                             BIDS

 29.2(a)       Delete                                                                        EVALUATION
               …………..”but            including     Dayworks        where     priced          AND
                                                                                             COMPARISON
               competitively”.                                                               OF BIDS

   34.1        The amount of performance Security is five (5%)percent                        PERFORMANCE
               of the Initial Contract Price                                                 SECURITY
                               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
                                                                                             ADVANCE
                                                                                             PAYMENT AND
   35.1        Add                                                                           SECURITY
                  •      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.




                                                           S05-7
                                                                            Section 5 – Bidding Data and Contract Data

________________________________________________________________________________________________________________


               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                      ADJUDICATOR
                     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.




                                                           S05-8
                                                                            Section 5 – Bidding Data and Contract Data

________________________________________________________________________________________________________________



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

A. GENERAL
Clause No. The Employer is
1.1        Name: Director & CEO                                                                     DEFINITIONS
           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.
  2.3(10)       The following document also shall be a part of Contract.                          INTERPRETATION
                (i)VAT Form
    8.1         Schedule of other contractors: None                                               OTHER
                                                                                                  CONTRACTORS
    9.1         Schedule of Key Personnel:                                                        PERSONNEL
                  Category      Required Qualification and Working       Amount to be
                                arrangement                              recovered
                 Chartered      Chartered BSc (Civil) Engineer, over     Rs.3000/- per
                 Civil          10 years post charter experience         hour
                 Engineer       (in Building Construction) – Visiting
                                – 10 hours per week
                 Engineer       B.Sc. (Civil) Engineering over 03        Rs. 50,000/-
                                years    experience       in building    per month
                                construction - Full time.
                 Technical      ‘NDT (Civil) or equivalent over 07       Rs.30,000/-
                 Officer        years    experience       in building    per month
                                construction -- Full time




                                                           S05-9
                                                                            Section 5 – Bidding Data and Contract Data

________________________________________________________________________________________________________________


                  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                         INTENDED
                be two hundred and seventy three (273) Days from the                              COMPLETION
                                                                                                  DATE
                Start Date.
   21.1         The Site Possession Date shall be within 14Days from the                          POSSESSION OF
                date of the Letter of Acceptance.                                                 THE SITE

   24.1         Add                                                                               DISPUTE
                The Adjudicator shall be appointed by Employer and the                            RESOLUTION
                Contractor with mutual consent of both parties.

   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                       VARIATIONS
                any variation order.

   40.2         Add at the end of the sub clause                                                  PAYMENTS OF
                                                                                                  VARIATIONS
                    •    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.




                                                          S05-10
                                                                            Section 5 – Bidding Data and Contract Data

________________________________________________________________________________________________________________



                    •     “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:                           COMPENSATION
                       None                                                                       EVENTS

   46.1         Not Applicable                                                                    CURRENCIES

   47.1         The Contract Price is subjected to price adjustment                               PRICE
                Weightings of inputs                                                              ADJUSTMENT



                                                                Input Percentage
                        Indices No        Input Name                  (%)
                          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
   48.1         The retention from each payment shall be ten (10%)                                RETENTION
                percent of the certified work done.

                The limit of retention shall be five (5%) percent of the
                Initial Contract Price.




                                                           S05-11
                                                                            Section 5 – Bidding Data and Contract Data

________________________________________________________________________________________________________________


   49.1         The liquidated damages for the whole of the Works shall be                        LIQUIDATED
                Rs.57,000.00 per Day.                                                             DAMAGES


                The maximum amount of liquidated damages for the whole
                of the Works shall be five (5%) percent of the Initial
                Contract Price.

   51.1         Add
                          Advance Security shall be issued by an agency                           ADVANCE
                                                                                                  PAYMENT
                          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.
   52.1         Amount of Performance Security required is 5.00% of the                           SECURITIES
                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.

   53.0         Deleted                                                                           DAYWORKS
                                                                                                  SCHEDULE

   58.1         Schedule of operation and maintenance manuals: None.                              OPERATION AND
                As Built Drawings: Contractor shall supply the same within                        MAINTENANCE
                                                                                                  MANUALS
                14 days from the issue of the practical completion
                certificate.

   58.2         The amount to be withheld for non submission of As Built
                Drawings is two (2%) percentage of the contract price.


                                                          S05-12
                                                                            Section 5 – Bidding Data and Contract Data

________________________________________________________________________________________________________________




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

   60.1         The percentage to apply to the value of the work not                              PAYMENT UPON
                completed, representing the Employer’s additional cost for                        TERMINATION
                completing the Works, is twenty five (25%) percentage of
                value of the Balance work.

   63.7         The attendance fee payable to the Contractor on nominated                         ATTENDANCE FEE
                Sub-contractor’s work shall not exceed eight (08%)
                percentage.




                                                          S05-13
                                                                                          Section 6 – Specifications
_______________________________________________________________________________________________________________




                                            SECTION 6

                                        SPECIFICATIONS




                                                             S06-1
                                                                                           Section 6 – Specifications
 _______________________________________________________________________________________________________________




                                    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.




                                                              S06-2
                                        B.O.Q. No.2011-10-004




Proposed Extension for Existing Laboratory Building
      at Arthur C. Clarke Institute for Modern
   Technologies(ACCIMT), Katubedda, Moratuwa




              BILL OF QUANTITIES




                        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 :
    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.




    (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

                                                  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 ;

    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.

    Method of Measurement

    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"

    Measurements :

    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.




                                                         S07 - 18                                                        Carried Forward
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.




                                                        S07 - 20                                                          Carried Forward
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




                                          PRELIMINARIES
                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

                                  Mode Of Payment                               Category
                Reimbursement of actual cost on submission of the relevant
                document acceptable to the Engineer plus 5% of the actual cost     A
                of obtaining the Insurance Policies and Securities.
                To be paid on signing of the formal Contract Agreement             B
                60% on completion of temporary buildings or structures. 30% in
                equal installments over the contract period and balance 10% on     C
                dismantling and removal on completion.
                Paid on satisfactorily completion of the item.                     D
                In equal installments over the contract period                     E
                Mode of payment to be mutually agreed between Contractor and
                the Employer at the commencement of contract in relation to the    F
                programme of work
                On the completion of works                                         G

                Note 3 : The above recommended percentages may be adjusted by the
                Employer/ Consultant to suit the particular project.

                                                                              Mode of
     Serial
                                     Description                              payment                      Unit                     Amount
      No
                                                                              category

                Insurance and Securities

         1      Allow for providing a Performance Security.                                         Provisional
                                                                                     A                 sum                            30,000.00

         2      Allow for providing an Advanced Payment Security.                                   Provisional
                                                                                     A                 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                                Provisional
                as per the Contract.                                                 A                 sum                            70,000.00

        4       (a ) Provisional sum for insurance against accidents
                and injury to Contractor's personnel as per the                                     Provisional
                contract                                                             A                 sum                            30,000.00

                ( b )Provisional sum for Insurance cover for inquires                               Provisional
                and damages to Engineer's personal                                   A                 sum                            30,000.00

                                                   Total Carried Forward                                                             280,000.00
                                                       S07 - 22
BOQ NO. 2011-10-004                                                     Proposed Extension for existing Laboratory Building at Arthur C Clarke Institute



                                                                              Mode of
     Serial
                                      Description                             payment                      Unit                     Amount
      No
                                                                              category
                                                         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



                                                                             Mode of
     Serial
                                      Description                            payment                      Unit                     Amount
      No
                                                                             category
                                                         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



                                                                            Mode of
     Serial
                                     Description                            payment                      Unit                     Amount
      No
                                                                            category
                                                        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,
                                                                                                                                          Deleted
                Constractor's site office and workers rest room and
                other facilities                                                   E                    Item


                                                   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



                                                                           Mode of
     Serial
                                    Description                            payment                      Unit                     Amount
      No
                                                                           category
                                                       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



                                                                            Mode of
     Serial
                                      Description                           payment                      Unit                     Amount
      No
                                                                            category
                                                       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

                                                      S07 - 27    Total                                                       3,065,000.00
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.
                                        2
                      (Approx.800.00 m )                                   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           m
                                                                                              3
                                                                                                            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           m
                                                                                           2
                                                                                                      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           m
                                                                                           2
                                                                                                      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                                                 2
                                                                        116.50           m                  820.00                   95,530.00

       1.C.2          Under raft slab                                                        2
                                                                         17.60           m                  820.00                   14,432.00

       1.C.3          Under staircase footing                                                2
                                                                          0.06           m                  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            m
                                                                                          2
                                                                                                      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
                                                                                         3
       1.D.2          300mm thick                                     0.50           m              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

                                                                                              3
       2.C.1          From ground floor level to first floor level        5.60            m             12,500.00                     70,000.00
                                                                                              3
       2.C.2          From first floor level to second floor level        6.10            m             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
                                                                                              3
      2.C.11 At machine room floor level                                   4.87           m             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
                                                                                               3
      2.C.17 Between third floor and fourth floor                          0.15            m             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
                                                                                               3
                                                                           2.06            m             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           m
                                                                                               2
                                                                                                          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            m
                                                                                             2
                                                                                                        2,000.00                     42,000.00


                      175mm thick suspended slab

      2.C.32 At third floor level                                       40.30            m
                                                                                             2
                                                                                                        2,500.00                  100,750.00


                      In 175mm thick landing slab at staircase

      2.C.33 Between ground floor and first floor                        2.30            m
                                                                                             2
                                                                                                        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
                                                                                            2
             level / Machine room floor level                          77.00            m              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            m
                                                                                             2
                                                                                                        1,200.00                       1,800.00

      2.C.60 Between first floor and second floor                        1.50            m
                                                                                             2
                                                                                                        1,250.00                       1,875.00

      2.C.61 Between second floor and third floor                        1.50            m
                                                                                             2
                                                                                                        1,300.00                       1,950.00

      2.C.62 Between third floor and fourth floor                        1.50            m
                                                                                             2
                                                                                                        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           m
                                                                                              2
                                                                                                         1,300.00                  234,390.00

      2.C.82 At fourth floor level                                       152.00           m
                                                                                              2
                                                                                                         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            m
                                                                                              2
                                                                                                         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
      2.C.92 At first floor lintol level                                  7.60            m               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           m
                                                                                             2
                                                                                                        2,000.00                  418,600.00

       2.D.2          From first floor level to second floor level      222.39           m
                                                                                             2
                                                                                                        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           m
                                                                                              2
                                                                                                         1,800.00                     12,600.00

       2.E.6          In second floor toilet area                          9.80           m
                                                                                              2
                                                                                                         1,800.00                     17,640.00

       2.E.7          In third floor toilet area                         12.50            m
                                                                                              2
                                                                                                         1,800.00                     22,500.00

       2.E.8          In water tank room floor slab                      15.90            m
                                                                                              2
                                                                                                         1,800.00                     28,620.00

       2.E.9          In water tank room roof slab                       25.40            m
                                                                                              2
                                                                                                         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            m
                                                                                              2
                                                                                                         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
                                                                 2
                      and Engineers approval (each door 14.85m )



       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
                                                 2
                      approval (each door 3.15m )


       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
                                     2
                      window 16.20m )

       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
                                     2
                      window 1.08m )


      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
                   2
             0.41m )
      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
      2.G.40 In first floor ( 1 No. )                                  1.20            m               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            m
                                                                                              2
                                                                                                          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            m
                                                                                            2
                                                                                                        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            m
                                                                                            2
                                                                                                        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
                                                 2
                      approval. (each door 4.46m )

      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            m
                                                                                             2
                                                                                                        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           m
                                                                                              2
                                                                                                             500.00                   10,500.00

      2.L.15 At first floor                                               21.00           m
                                                                                              2
                                                                                                             525.00                   11,025.00

      2.L.16 At second floor                                              22.50           m
                                                                                              2
                                                                                                             550.00                   12,375.00

      2.L.17 At third floor lintol level                                  30.00           m
                                                                                              2
                                                                                                             600.00                   18,000.00

      2.L.18 At fourth floor lintol level                                 12.50           m
                                                                                              2
                                                                                                             650.00                     8,125.00

      2.L.19 At machine room floor lintol level                            3.50           m
                                                                                              2
                                                                                                             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           m
                                                                                            2
                                                                                                           700.00                   98,840.00

      2.L.34 At second floor level                                     180.00           m
                                                                                            2
                                                                                                           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            m
                                                                                             2
                                                                                                            750.00                     5,400.00

      2.L.47 Between first floor and second floor                        7.70            m
                                                                                             2
                                                                                                            750.00                     5,775.00

      2.L.48 Between second floor and third floor                        7.70            m
                                                                                             2
                                                                                                            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            m
                                                                                             2
                                                                                                        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
      2.L.59 Between ground floor and first floor landing                2.50            m              3,450.00                       8,625.00

                                                                                             2
      2.L.60 Between first floor and second floor landing                2.50            m              3,500.00                       8,750.00
                                                                                             2
      2.L.61 Between second floor and third floor landing                2.50            m              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           m
                                                                                             2
                                                                                                        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           m
                                                                                             2
                                                                                                        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            m
                                                                                            2
                                                                                                        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
                                                                                              2
                      equivalent to plinth.                              42.00            m                  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           m
                                                                                           2
                                                                                                          190.00                   57,798.00

      2.N.15 At second floor level                                    359.70           m
                                                                                           2
                                                                                                          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           m
                                                                                           2
                                                                                                          220.00                   63,492.00

      2.N.18 At machine room floor level                               65.30           m
                                                                                           2
                                                                                                          220.00                   14,366.00

      2.N.19 At machine room roof level                                63.50           m
                                                                                           2
                                                                                                          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            m
                                                                                           2
                                                                                                          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          1.00            Nr.           18,000.00                     18,000.00
                      complete to approval.
       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
                                                                                           3
                      directed                                        23.50            m                 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
                                                                                             3
                      1.5m to 3.0m                                        9.00           m                 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
                                                                                             3
                      include with R/F and necessary formwork )           0.50           m               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
                                                                                      3
             from inlet.                                           1.00           m               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                      provisional sum                              500,000.00

       3.T.2          External water supply                                        provisional sum                                50,000.00

       3.T.3          Landscaping including providing rain water                   provisional sum                             1,000,000.00
                      connecting to existing drains & internal road
                      way.


                      TOTAL CARRIED TO COLLECTION ON PAGE S 07 - 112                                                        1,550,000.00




                                                         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

_____________________________________________________________________________________________________________________




                                             SECTION - 8

                                               DRAWINGS




                                                           S08-1
                                                                                                    Section 8 - Drawings

_____________________________________________________________________________________________________________________




   Proposed Extension for Existing Laboratory Building at Arthur C Clarke
          Institute for Modern Technologies, Katubedda, Moratuwa


                                               List of Drawings

Drawing No.


Architectural :




Structural:




                                                           S08-2
                                                                                                    Section 8 - Drawings

_____________________________________________________________________________________________________________________




Water Supply :




Electrical:




                                                           S08-3
Proposed Extension for Existing Laboratory Building at Arthur C Clarke Institute
for Modern Technologies

  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 -
                                                                                                Section 9– Standard form

_____________________________________________________________________________________________________________________




                                            SECTION - 9

                           STANDARD FORM [BID SECURITY]




                                                           S09-1
                                                                                                                                   Section 9– Standard form

 _____________________________________________________________________________________________________________________



                                                       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)]




                                                                                 S09-2
                                                                                                  Section 10 – Vat Form

_____________________________________________________________________________________________________________________




                                             SECTION 10

                                               VAT FORM




                                                           S10-1
                                                                                                  Section 10 – Vat Form

_____________________________________________________________________________________________________________________


                                              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 : …………………..




                                                           S10-2
                                                                                                  Section 11- Check List

_____________________________________________________________________________________________________________________




                                           SECTION 11
                                               CHECK LIST




                                                 S11-1
                                                                                                  Section 11- Check List

_____________________________________________________________________________________________________________________



                                                  CHECK LIST


                           (The Bidder are advised to fill the following Table)

        ITEM                                                                     YES        REFERENCE
                                                                                 (TICK)
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 ?




                                                 S11-2

								
To top