block_no_4

of 27 (SLAF/SBD/WKS/2012)

SRI LANKA AIR FORCE

BIDDING DOCUMENT

TENDER FOR THE CONSTRUCTION OF THREE

STORIED STUDENT OFFICERS’

ACCOMMODATION BLOCK NO. 04 AT DEFENCE

SERVICES COMMAND & STAFF COLLEGE

BATALANDA

SLAF TENDER REFERENCE: AHQ/12/LS/WKS/1002

SLAF/WT/03/12/TB

Command Procurement Officer

Sri Lanka Air Force

P.O.Box : 594

Sir Chiththampalm A. Gardiner Mawatha

Colombo 02.


SECTIONS OF BIDDING DOCUMENT

Invitation for Bid Section I

Instructions to Bidders Section II

Standard Forms (CONTRACT) Section III

Conditions of Contract Section IV

Form of Bid and Qualification Information Section V

Bidding Data Section VI

Contract Data Section VII

Bills of Quantities Section VIII

Specifications Section IX

Drawings Section X

Standard Forms (BID) Section XI

Important:

* Above documents listed in Section I, III, V, VI, VII, VIII and XI are available in this document.

* Above documents listed in Section II and Section IV are those given in Section 1 – (Instructions to

Bidders) and Section 3 –(Condition of Contract) of the Standard Bidding Document for Procurement of

Works, ICTAD Publication No. ICTAD/SBD/01, Second Edition January 2007, published by the

Institute for Construction Training and Development (ICATD).

* Above documents listed in Section IX and Section X shall be purchased by the prospective bidders from

Command Procurement Division, Sri Lanka Air Force, No 140, Sir Chittampalam A. Gardiner

Mawatha , Colombo 02 after depositing a non refundable fee of Rs. 1000/= with Director Finance, Sri

Lanka Air Force, Colombo 02.


SECTION I

INVITATION FOR BIDS

SRI LANKA AIR FORCE

1. The Chairman Departmental Procurement Committee of the Sri Lanka Air Force now invites sealed bids from eligible bidders and qualified bidders for Construction of Three Storied

Student Officers‟ Accommodation Block No. 04 at Defence Services Command & Staff College Batalanda.

2. The Total Cost Estimate (TCE) is below Rs. 25.00 million and the Contract period shall be

180 calendar days.

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

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

meet the following requirement:

ICTAD Registration: M-04/C-05

Field Specialty: Building construction

5. Interested bidders may obtain further information from Command Procurement Officer (Tel 011-2325468 or 2441044 Extension 23550) or Assistant Command Procurement Officer

Tenders (Tel 011- 2441553 or 2441044 Extension 23569) Command Procurement Division, Sri Lanka Air Force, No 140, Sir Chittamplam A. Gardiner Mawatha, Colombo 02.

6. A complete set of drawings with regard to the above contract may be purchased by the prospective bidders from the above Officer after depositing a non refundable fee of Rs. 1000/= with Director Finance, Sri Lanka Air Force, No 140, Sir Chittampalam A. Gardiner Mawatha ,

Colombo 02.

7. Bids shall be delivered to the address below at or before 1030 hrs on 23rd April 2012. The

bids will be opened immediately after closing. Command Procurement Division

Sri Lanka Air Force No 140

Sir Chittampalam A. Gardiner Mawatha Colombo 02.

8. The bidder shall seal the original and the copy of the Bid in two separate inner envelopes and one outer envelope, duly marking the inner envelopes as “ORIGINAL” and “COPY”. The

inner and outer envelope shall;

a. be addressed to the Sri Lanka Air Force at the address provided in the Bidding Data. b. bear the name and identification number of the Contract as defined in the Bidding

data; c. include the name and address of the bidder; and


d. provide a warning not to open before the specified time and date for bid opening as defined in the Bidding Data.

9. Bids shall comprise with the following documents;

a. Form of Bid in the form given in this Bidding Document.

b. Bid Security c. Bidding Data Sheet given in this Bidding Document d. Contract Data given in this Bidding Document.

e. Specifications issued by the Sri Lanka Air Force (if applicable only) f. Priced BOQs.

g. Drawings issued by the Sri Lanka Air Force. h. Documents proof to substantiate eligibility requirements

j. Details of similar contracts performed previously

10. All bids shall be accompanies by the Bid Security of Rs. 250,000.00.

-Signed-

(RN THILAKASINGHE) Group Captain

30th March 2012 COMMAND PROCUREMENT OFFICER


SECTION II

INSTRUCTIONS TO BIDDERS

Instructions to bidders will be applicable for this Contract are those given in Section 1 of

the Standard Bidding Document for Procurement of Works,

ICTAD Publication No. ICTAD/SBD/01, Second Edition January 2007,

published by the Institute for Construction Training and Development (ICTAD).


SECTION III

STANDARD FORMS (CONTRACT)

a. Letter of Acceptance Page No 7 b. Agreement Page No 8

c. Retention Money Guarantee Page No 9


Letter of Acceptance – SECTION III

……………………….(date)

(LETTER HEADING PAPER OF THE PROCURING ENTITY)

To: ……………………………………………………………………………………………………… (name and address of the Contractor)

This is 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 currency1)

………………………………………….....(amount in figures and words) as corrected in accordance with Instruction to Bidder and/or modified by a Memorandum of Understanding2, is hereby

accepted. The adjudicator shall be …………………………………. (name and address of the Adjudicator, if

agreed)/shall be appointed by the Institute for Construction Training and Development (ICTAD)3.

You are here by instructed to proceed with the execution of the said Works in accordance with the Contract documents.

The Start Date shall be: ………………………… (fill the date as per Conditions of Contract).

The amount of Performance Security is:…...………….. ( fill the date as per Conditions of Contract)

The performance security shall be submitted on or before ………..……………… (fill the date as per Condition of Contract)

Authorized Signature: …………………………………….

Name and title of Signature: ………………………………………………………………

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


Standard Form of Agreement - SECTION III

AGREEMENT This AGREEMENT, made the……….[day] day of ………………[month] 20………[year] between ……………………………[name and address of Employer] (hereinafter called “the Employer” of

the first part, and ………………………………………………..….[name and address of Contractor] (hereinafter called “the Contractor”) of the secound part.

WHEREAS the Employer desires that the Contractor execute …………………………..[name and identification number of Contract] (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 completed the Works and remedy any defects therein in conformity in all respects with the

provisions of the Contract. 3. The Employer hereby covenants to pay the Contractor in considerations 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 Sri Lanka.

The Common Seal of …………………………………………………………………………………….. was hereunto affixed in the presence of : ………………………………………………………………..

Signed, Sealed and Delivered by the said ……………………………………………………………….

in the presence of …………………………………………………………………………………………

Binding Signature of Employer ………………………………………………………………………….

Binding Signature of Contractor …………………………………………………………………………


Retention Money Guarantee – SECTION II

_____________________________________________ [Issuing Agency’s name, and Address of Issuing Branch or Office]

Beneficiary:_____________________________________________[Name and Address of Employer]

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] dated ________________with you, for the execution of ___________

[Name of contract and brief description 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 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 undertaken to pay you any sum or sums not exceeding in total an

amount of ________________[amount in figures] (__________________________) [amount in words]

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 28 Days after the end of the

Defects Liability Period] Consequently, any demand for payment under this guarantee must be

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

________________________ [ signature (s)]


SECTION IV

CONDITIONS OF CONTRACT

Instructions to bidders will be applicable for this Contract are those given in Section 3 of

the Standard Bidding Document for Procurement of Works,

ICTAD Publication No. ICTAD/SBD/01, Second Edition January 2007,

published by the Institute for Construction Training and Development (ICTAD).


SECTION V

FORM OF BID

AND QUALIFICATION INFORMATION

a. Form of Bid

b. Qualification information


FORM OF BID – SECTION V

Note: Prior to issue of the bidding documents, the Employer should insert relevant data for all items marked

with an asterisk (*).

Name of Contract: Construction of Three Storied Student Officers’ Accommodation Block

No 04 at Defence Services Command & Staff College Batalanda.

To: Commander of the Sri Lanka Air Force

Gentleman,

1. Having examined the Standard Bidding Document – Procurement of Works – Minor Contract [ICTAD/SBD/02 – Second Edition, January 2007], Schedule, Specification, Drawings and Bills of Quantities and addenda for the execution of the above – named

Works, we/I the undersigned, offer to execute and complete such Works and remedy any defect therein in conformity with the aforesaid Condition of Contract, Schedule,

Specifications, Drawings, Bills of Quantities and addenda for the sum of Sri Lankan Rupees ………………………………(LKR …………………) or such other sum as may be

ascertained in accordance with the said Conditions. 2. We/I acknowledge that the schedule forms part of our Bid.

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

Schedule, and to complete the whole of the Works comprised in the Contract within the time stated in the Schedule.

4. We/I agree to abide by this bid for the period stated in the Sub-Clause 15 of the Instruction

to Bidders or any extended period and it shall remain binding upon us and may be accepted

at any time before the expiration of the 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/me.

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

Dated this ….day of ……..20…. in the capacity of …………………duly authorized to sign

tenders for and on behalf of ………………………………………. (IN BLOCK CAPITALS)

Signature : ………………………………….

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

Witness : ………………………………………………..


QUALIFICATION INFORMATION – SECTION V

(To be completed and submitted by the bidder, with the Bid)

(if requested only)

ICTAD Registration

Registration number (attach copies of relevant pages from the registration book)

Grade

Specialty

Expiry Date

Blacklisted contractors

Have you been declared as defaulted contractors by NPA or any other Agency? (Yes/No)

If yes provide details

VAT Registration Number

Construction Program (attach as annex)

Legal status (attach relevant status copies, as annex)

Value of Construction works

performed in last 5 years

(attach copies of Certificate of Completion etc, and other

documents such as profit-loss and income expenditure statement)

Year. . . . .

Year. . . . .

Year. . . . .

Year. . . . .

Year. . . . .

Value of similar works completed

in last 10 years (indicate only the

three largest projects)

1. Value Year . . . . . .

2. Value Year . . . . . .

3. Value Year. . . . . .

(attach copies of Certificate of Completion etc, as annex)


Major items of construction

equipment proposed

1. type Capacity. . . . . . . . . . .

2. type Capacity. . . . . . . . . . .

3. type Capacity. . . . . . . . . . .

4. type Capacity. . . . . . . . . . .

5. type Capacity. . . . . . . . . . .

Qualification and experience of

key staff-Site & Head Office

(Permanent, Contract basis &

Consultants)

Technical:

1.

2.

3.

Managerial:

1.

2.

3.

Other information requested

under ITB Clause 4.1


SECTION VI

BIDDING DATA

Instructions to bidders Clause reference

(1.1) The Employer is

Name: The Commander of the Sri Lanka Air Force

Address: No.140, Sir Chittampalam A. Gardiner Mawatha, Colombo 02.

The Works consists of Construction of Three Storied Student Officers’ Accommodation

Block No 04 at Defence Services Command & Staff College Batalanda.

Located at: Defence Service Command & Staff Collage Batalanda.

(1.2) Intended Completion Date is within 180 Days from the Start Date

(1.3) The officer for collection bid forms is the Assistant Command Procurement Officer Tenders, No 140, Sir Chittampalam. A Gardiner Mawatha, Colombo 02.

The non-refundable fee is Rupees 1,000/=

The Document pertaining to drawings will be issued during 0900 hrs to 1500hrs of any

working day until 20th April 2012 at 1500 hrs.

(2.1) The source of funds is Government Democratic Socialist Republic of Sri Lanka.

(4.2) The registration required

Specialty: Building

Grade : M-04/C-05

(4.3) The following information shall be provided in Section 4: ICTAD registration;

Registration number: ……………………….

Grade:………………………………………..

Specialty:…………………………………….

Expiry Date:…………………………………

VAT Registration number

Construction Programme

Legal Status (Sole proprietor, Partnership, Company etc.)

Total monetary value of construction work performed for each of the last five years;

Experience in works of a similar nature and size for each of the last ten years;

Major items of construction equipment proposed to carry out the Contract;

Qualifications and experience of key site management and technical personnel proposed for

the Contract;


Any other

(4.4) Average of the annual volume of construction work performed in the last five years

shall be at least 50.0 million (state the amount)

Experience in the construction of at least one contract of a nature and complexity

equivalent to the Works over the last 10 Years (to comply with this requirement, works

cited should be at least 70 percent

completed);________________________________________

Following technical and managerial Staff;

1.

2. 3.

(9.1) Employer‟s address for the purpose of clarification is;

Name & Address:

RN THILAKASINGHE LADW LALINDA Group Captain Squadron Leader Command Procurement Officer Assistant Command Procurement Officer Sri Lanka Air Force Sri Lanka Air Force

No.140 No.140 Sir Chittampalam A. Gardiner Mawatha Sir Chittampalam A. Gardiner Mawatha

Colombo 02. Colombo 02.

Tel : 011-2325468 Tel: 011-2441553

Fax: 011-2347694/2441554 Fax: 011-2441553

E-mail: [email protected] E-mail: [email protected]

(11.1) The language of the bidding documents shall be English.

(13.3) VAT component shall not be included in the rates. The amount written in the Form of Bid shall be without VAT. However VAT component shall be shown separately at the

end of the BOQ.

(13.4) The Contract is not subjected to price adjustment in accordance with Clause 47 of the

Conditions of Contract.

(14.1) Bidder is allowed to bid in foreign currencies for following items (bidders may be required by the Employer to clarify their foreign currency component included in the rates/prices are reasonable)

(15.1) The Bid shall be valid up to 23rd July 2012.

mailto:[email protected]

mailto:[email protected]


(16.1) Option 1 Bid shall include a Bid Security in Section XI.

Bid Security Declaration will not be accepted

(16.2) Bid Security shall be:

For an amount of Rs. 250,000.00

Valid until 23rd August 2012

Issued by an agency acceptable to Employer using the from for bid security

(unconditional guarantee) included in Section XI, Standard Forms.

(17.0) Pre Bid meeting -venue No.140, Sir Chittampalam A. Gardiner Mawatha,

Colombo 02. 10 00 Hrs 5th April 2012.

(19.2) The Employer‟s address for the purpose of Bid submission is

Chairman Departmental Procurement Committee Sri Lanka Air Force

No. 140 Sir Chittampalam A. Gardiner Mawatha Colombo 02.

(19.2) Contract name: Construction of Three Storied Student Officers’ Accommodation

Block No 04 at Defence Services Command & Staff College Batalanda.

Contract no: SLAF/WT/03/12/TB (AHQ/LS/WKS/1002)

(20.1) The deadline for submission of Bids shall be 23rd April 2012 time 1030 hrs

(28.1) Not Applicable.



(34.0) The amount of Performance Security is 5% of the Initial Contract price.

(36.0) The Adjudicator proposed by the Employer is Secretary, Ministry of Defence, Public Security Law & Order of Sri Lanka. Fees and types of reimbursable expenses to be paid to the Adjudicator shall be on a case to case basic and shall be shared by the

Contractor and the Employer.


SECTION VII

CONTRACT DATA

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

(1.1) The Employer is

Name :The Commander of the Sri Lanka Air Force

Address : No.140, Sir Chittampalam A. Gardiner Mawatha, Colombo 02.

Name of Authorized Representative: Command Procurement Officer, Command Procurement Division, No.140, Sir Chittampalam A. Gardiner Mawatha, Colombo 02.

Located at Defence Service Command & Staff College Batalanda.

(1.1) The Engineer is

Name : Director Civil Engineering, Sri Lanka Air Force Headquarters, Colombo.

Address : PO Box 594, Air Force Headquarters Colombo.

(1.1) The Works consists of Construction of Three Storied Student Officers’

Accommodation Block No 04 at Defence Services Command & Staff College

Batalanda. (Brief summary, including name, identification number, relationship to other contracts under the Project)

(1.1) The Site is located at Defence Services Command & Staff College Batalanda.

(1.1) The Start Date shall be 14 Days from the Letter of Acceptance.

(2.3) The following documents also from part of the Contract:

1._______________

2._______________

(8.1) Not applicable.

(9.1) Schedule of Key Personal:

Minimum persons with qualifications and experience to be defined,

(a) Technical

_________________ _________________

(b) Manager

_________________

_________________


(13.1) The minimum insurance covers shall be:

(a)

The minimum cover for insurance of the Works and of Plant and Materials is

110% of the Initial Contract value.

The maximum deductible for insurance of the Works and of Plant and

Materials is 05% of the Initial Contract value. (b)

The minimum cover for loss or damage to Equipment is 30% of initial Contract value.

The maximum deductible for insurance of Equipment is 5% of the minimum

cover for equipment. (c)

The minimum cover for insurance of other property (other than the site) is Rs. 2.0 million.

(d) The minimum cover for personal injury or death,

For third party and employees of the Employer and other persons engaged by

the Employer in the Works is Rs. 500,000.00 per event

(13.2) (a) The minimum cover for personal injury or death,

For the Contractor‟s workmen is Rs. 500,000.00 per event

Contract‟s employees other than workmen is Rs. 400,000.00 per event

(17.1) The indented Completion date for the whole of Works shall be within 180 days from the date of taking over the site.

(21.1) The Site possession date shall be 14 Days from Letter of Acceptance

(27.1) The Contractor shall submit a programme for the Works within 10 Days of delivery of the Letter of Acceptance.

(27.3) The period between Programme update is Three (3) weeks.


(35.1) The Defects Liability Period is 180 Days.

(39.2) Engineer may order variations up to a total of 10% of the Initial Contract Value.



(47.1) The contract price is not subjected to price adjustment.

(48.1) The retention from each payment shall be 10% percent of the certified work done

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


(49.1) The liquidated damages for the whole of the Works shall be 0.05% of the Initial Contract Price per Day.

(50.1) The maximum amount of liquidated damages for the whole of the Works shall be

10% percent of the Initials Contract Price.

(52.1) The Performance Security shall be 5% percent of the Initials Contract Price. (58.1) Schedule of operating and maintenance manuals.

(60.1) The percentage to apply to the value of the work of not completed, representing the

Employee‟s additional cost for completing the Works, is _25% of the Initial Contract

price.


SECTION VIII

BILLS OF QUANTITIES (BOQS)

(Attached Pages 27 to 78)


SECTION IX

SPECIFICATIONS

Shall be purchased along with the drawings from the Command Procurement

Division, Sri Lanka Air Force, No. 140, Sir Chittampalama A. Gardiner

Mawatha, Colombo 02. (Opposite Cinnamon Lake Side Hotel) .


SECTION X

DRAWINGS

Shall be purchased along with the specifications (specifications if available

only) from the Command Procurement Division, Sri Lanka Air Force, No.

140, Sir Chittampalama A. Gardiner Mawatha, Colombo 02. (Opposite

Cinnamon Lake Side Hotel) .


SECTION XI

STANDARD FORMS (BID)

a. Performance Security

b. Advance Payment Security

c. Bid Security


SPECIMEN FORM OF PERFORMANCE BANK GUARANTEE

(UN CONDITIONAL)

BOND NUMBER : ..................... DATE: ..............

SUM GUARANTEED: .................

To : The Commander of the Air Force, No 140, Sir Chittampalam A. Gardiner Mawatha, Colombo 02.

Whereas............................ (name and address of CONTRACTOR) [hereafter called "the CONTRACTOR"]

has undertaken, in pursuance of contract No............ dated.......................to execute......................(name of

contract)[hereafter called "the contract"];

And whereas it has been stipulated by you in the said Contract shall furnish you with a Bank Guarantee

by a recognized Bank for the sum specified therein as security for compliance with his obligations in

accordance with the Contract;

And whereas we have agreed to give the CONTRACTOR such a Bank Guarantee;

SLAF/WT/ 03/12/TB

Now therefore we hereby affirm that we are the Guarantor and responsible to you, on behalf of the

CONTRACTOR, up to a total of....................... (Amount of Guarantee)...................... (Amount in words),

such sum being payable, in the types and proportions of currencies in which the contract price is payable,

and we undertake to pay you, upon your first written demand and without cavil or argument, any sum or

sums within the limits of ............ (Amount of Guarantee) as aforesaid without your needing to prove or to

show grounds or reasons for your demand for the sum specified therein.

We hereby waive the necessity of your demanding the said debt from the CONTRACTOR before

presenting us with the demand.

The guarantee shall expires, no later than the …….. day to ……… (28 days beyond the scheduled contract

completion dale) and any demand for payment under it must be received by us at this office on or berate

that date

Signature and the Seal of the Guarantor: ........................

Name of the Bank : ..................................

Address : ............................................

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

Witness : ........................................


SPECIMEN FORM OF ADVANCE PAYMENT SECURITY NUMBER …………………………………… DATE …………………

SUM GUARANTEED ………………………………………………….

To : [Commander of the Air Force] (hereinafter called and referred to as “the Employer”) Air Force Headquarters, No 140, Sir Chittampalam A Gardiner Mawatha, Colombo 02.

Name of the Contract ……………………………………………………….

In accordance with the provisions of the conditions of contract, Sub – Clause 14.2 (Advance Payment) of the above mentioned contract …………………………………………

[Commander of the Air Force] Air Force Headquarters, No 140, Sir Chittampalam A Gardiner

Mawatha, Colombo 02 (hereinafter called and referred to as “the Contractor”) shall deposit with

the Employer a guarantee acceptable to the Employer to guarantee its proper and faithful performance under the said contract in and amount of ……………………………………………….. (Amount of guarantee) ……………………………………. [Amount in words]

We, the …………………………………………………………. [the name and address of the

organization], as instructed by the contractor, agree unconditionally and irrevocable to pay the payment to the Employer on its first demand in writing accompanied by a written statement stating

that the Contract is in breach of its obligation under the Contract. We further that no change or addition to or other modification of the terms of the contract or of the

works to be performed there under or shall in any way release us from any liability under this guarantee, and we hereby waive notice or any such change, addition or modification.

No drawing may be made by the Employer under this guarantee until we have received notice in

writing from the Employer that an Advance payment of the amount listed above has been paid to the Contractor pursuant to the Contract.

This guarantee shall expire; Insert the date, 28 days beyond the expected expiration date of the Contract.

Consequently, any demand for payment under this guarantee must be received by us at this office on or before that date.

Signature and the Seal of the Contactor; Name of the Organization:

Address: Date:

Witness:


Bid Security Guarantee

[This Bank Guarantee form shall be filled in accordance with the instructions

indicated in brackets]

……………………… [insert issuing agency’s name, and address of issuing branch or office]………….

Beneficiary: *………… [insert (by PE) name and address of Employer/Purchaser]

Date: …………. [insert (by issuing agency date]

BID GUARANTEE No: …………. [insert (by issuing agency) number]

We have been informed that ……………… [insert (by issuing agency) name of the Bidder ; if a joint

venture, list complete legal names of partners] (hereinafter called “the Bidder”) has submitted to you its

bid dated ………….. [insert (by issuing agency) date] (hereinafter called “the Bid”) for the

execution/supply [select appropriately] of [insert name of Contract] under Invitation for Bids No.

……………. [insert IFB number] („the IFB‟).

Furthermore, we understand that, according to your 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 figures] ……………… [insert amount in words] 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”) of the IFB; or

(c) having been notified of the acceptance of its Bid by the Employer/Purchaser during the period of validity, (i) fails or refuses to execute the Contract Form, if required, or (ii) fails or refuses to furnish the Performance Security, in accordance with the ITB.

This guarantee shall expire: (a) if the Bidder is the successful bidder, upon our receipt of copies of

the Contract signed by the Bidder and of the Performance Security issued to you by the Bidder; or (b) if the Bidder is not the successful bidder, upon the earlier of (i) our receipt of a copy of your

notification to the Bidder that the Bidder was unsuccessful, otherwise it will remain in force up to ……………… (insert date)

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) ]

* The beneficiary of this guarantee shall be the Commander of the Sri Lanka Air Force. * Shall be addressed to No. 140, Sir Chittampalam A. Gardiner Mawatha, Colombo 02

1

B - PRICING PREAMBLES

EXCAVATION AND EARTH WORK

Unless otherwise measured separately rates for excavation and Earth Work shall include for:

a) Leveling bottom of excavations. b) Backfilling with selected excavated material and

consolidation. c) Bulking after excavation.

d) Trimming after excavation as necessary

e) Necessary planking and strutting. f) Disposal of surplus earth

g) Compacting bottom of excavation h) Additional excavation for working space and earthwork

support.

i) Earth work supports/ planking and strutting

The contractor shall obtain prior for approval for transportation and dumping surplus soil from the relevant authorities.

Hardcore filling

Unless otherwise measured separately rates for hardcore filling shall

include for

a) Delivery.

b) Handling and remanding. c) Filling in layers.

d) Consolidating.

e) Ramming and compacting. f) Testing for limit of compaction

The measurement for earthwork shall be the net volume of after

compacting to the approval of the engineer.

The contractor shall obtain prior approval from the engineer for

characteristics of the soil to be used for filling.

Termite treatment

Termite treatment shall be carried out by a specialist sub contractor

using chemicals approved by the registrar of pesticide and shall provide a 10 years guarantee acceptable to the Engineer.

2

CONCRETE WORK

Unless otherwise stated all concrete shall be:-

a) All concrete shall be made dense with a vibrator and finished to receive respective finishes. The type and stability, which shall be

agreed with the engineer prior to commencement of concreting of each item.

Unless otherwise measured separately rates for concreting shall include for

a) Plant for mixing, b) Handing

c) Hoisting

d) Depositing e) Compacting

f) Vibrating g) Curing

h) Making good after removal of formwork

i) Construction joints j) For any tests as necessary according to specification.

FORMWORK Unless otherwise measured separately rates for formwork shall

include for

a) All necessary boarding b) Supports

c) Application of mould oil as necessary d) Erecting

e) Framing

f) Cutting angles g) Cleaning

h) Wetting i) Treatment before placing concrete

j) Striking or removal etc.

Formwork has been measured the net contact surface measurement between concrete and formwork.

The contractor shall provide sufficient formwork and moulds to ensure the adequate progress of work and the engineer may direct

the contractor to provide at contractor’s expense such additional formwork and moulds as they may deem necessary if in his opinion

the proper

Progress of the work is retarded by their absence.

3

REINFORCEMENT

Unless otherwise measured separately rates for reinforcement shall

Include for

a) Cutting

b) Bending c) Fabricating

d) Placing in position e) Holding and supporting including temporary fixing

supports

f) Hangers g) Binding wire

h) Ties, spaces, chairs i) Cleaning/ wire brushing for proper bonding.

All reinforcement shall be free from mill scale, dirt, oil, paint, greas or loose rust before fixing in position and shall be brushed with a

stiff, wire brush if so directed by the engineer.

Reinforcement shall be bent cold by applying a slow even pressure

on an approved type of bending apparatus.

Re-bending of incorrectly bent bars shall not be attempted.

Unless otherwise measured separately rates for fabric reinforcement

shall include for

a) Laps. b) Trying wire.

c) All cuttings.

d) Bending. e) Spacers and chairs.

4

MASONRY WORK

Brick work and rubble work

Unless otherwise measured separately rates for masonry work shall

include for

a) All rough and fair cutting b) Plumbing angles

c) Square cutting d) Raking for joints for plastering

e) Forming rebated reveals, rough arches

f) Rakings out joints for pointing, plastering etc g) Cutting and pinning

h) Forming or cutting chases i) Lifting and handing

j) Making good and sundry items of a like nature.

k) Scaffolding

Unless otherwise measured separately rates for masonry work shall include for

a) Goggles b) Cramps

c) Dowels

d) Ties e) Templates

f) Plumbing g) Settings

h) Jointing

i) Pointing j) Fixing in position

k) Hoisting l) Protecting

m) Cleaning down

n) Lifting and handing o) Scaffolding

Rates for masonry work shall include for builder’s work in connection with electrical installation, plumbing and drainage work,

fire protection, mechanical ventilation and air conditioning work and

other services.

Rates for brick work shall include preparation of surface to receive

any finish specified.

Rate shall include for preparation of existing surface for proper

bonding

[

Rates shall include for extra material and labour for .curved work.

Rate for Brick Work shall include from joints between brickwork and existing surfaces of any material, approved filler between joint

and approved sealant.

Rates for brick/ block work shall include for providing special

arrangement to prevent cracks at joints of different materials as per the details shown in the drawing.

5

WATER PROOFING

Unless otherwise measured separately rates for waterproofing shall

include for

a. Temporary screeds

b. Grounds, rules c. Forming internal angels, fillet, arises, external

angles, d. Exposed circular edges

e. Chases for tucking in etc.,

f. Forming edges g. Testing for any water leaks.

h. Work to be done as per standard details necessary for complete system but not measured.

i. Collars and filling around pipes and the like.

The contractor shall be responsible for the waterproofing system and

shall provide a 10 year guarantee in favor of the employer from their specialized Sub-contractor for materials and workmanship

(application).

The waterproofing shall be carried out by a specialist sub contractor

as per manufacture’s instructions.

The finish of the concrete slab shall be acceptable to the engineer

prior to carrying out the water proofing system.

All construction, contraction and expansion joints shall be made water tight, including all joints around and outlets.

Rates shall include cutting top line, notching bending and extra material for lapping.

Rates shall also include working into recessed duct covers, shaped

inserts, outlet pipes and the like. Rates shall also include for work to

falls and cross falls.

Rates for tanking and damp proofing shall include internal and external angles, angle fillets, arises, edges, and intersections on work

to cross falls.

Collars around pipes, standards arises and internal angel fillets and

the like are deemed to include.

Linings to gutters, channels, valleys, covering to kerbs shall deemed

to include edges, arises, internal angle fillets, tilting fillets, turning ribs into grooves, ends angles intersections. Outlets, and extra

materials for turning into grooves.

6

CARPENTRY & JOINERY WORK

Unless otherwise measured separately rates for joinery work shall

include for

a) Cutting, notching, drilling, linkage, trimming forming, joining,

splayed edges and the like

b) Fixing in position complete with all nails, spikes and screws and priming to joints and ends.

Rates shall include for all labour materials, hardware materials, all fixing materials, adhesives, ironmongery and finishes as specified.

Timber shall be as specified for all timber works.

The whole of the timber used in the work shall be of class I and shall be thoroughly dry and seasoned free from shakes vanes, loose

or dead knots and any other defects and shall be to the approval of DCE and stored under cover when not in use. Any warped or

unseasoned timber shall be rejected by the engineer.

Rates shall include fixing timber joints and members to masonry

with approved fixing method.

The sizes of timber given are finished without allowance for

planning

Rates shall include for of all necessary such as hinges, locks, hooks, barrel bolts, draw rings, casement stays, casement fastners, handles

etc,

as listed in schedule of ironmongery. All should be approved by the DCE.

Rate for all timber doors and windows shall include for finishes as

specified including preparation of the surface.

.

7

METAL WORK/ ALUMINIUM WORK & GLAZING WORK

Rates for metal work shall include for:

a) All necessary welding materials, cutting to length bending and shaping as required buffing all visible welds smooth and even for fabricating work

delivery, handling, hoisting, jointing, polishing and fixing in position.

b) Prepare and submit shop drawings and design calculations (Note: Wind

pressure for design purpose should be consider as 1200 N/m2) where required and obtain Engineer’s approval prior to proceeding with the fabrication and

work. The contractor shall check site dimensions and make fabrication work

correspond to the “Approved” shop drawings.

c) All metal shall be well formed to shape and size, with sharp lines or angles. Shearing and punching shall be left clean to true lines and surfaces shop

connections shall be welded or riveted and site connections bolted unless

otherwise noted. Use flat-headed counter sunk rivets where riveted connections are exposed to view in finished work. Bolt shall be turned up

tight, and threads nicked to prevent loosening. All bolts shall be provided with washers

d) From exposed connections with hairline joints, which are flush, and smooth

using concealed fasteners are unavoidable use counter sunk flat head screws

or bolts.

e) All preparation work to floor, walls and ceiling for fixing.

f) Raking and curved cutting where necessary.

g) Normal edges are deemed to include with the glazing.

h) All sealants, mastic, setting blocks and fixing wherever necessary.

i) Beading system to prevent ingress of water and air to be approved by DCE

prior installation..

j) Sub frames in aluminium

Joints between glass panes shall be butt joints.

Contractor shall carry out glazing work according to the drawings and

specifications.

Aluminium work shall be carried by a specialist sub contractor who can provided the performance guarantee for aluminium components and shall be

in an approved system with all standard fixings, sub frame etc.,

All glasses in partition, doors, windows etc., shall be as shown in relevant

drawings and should be included with the rates.

The tender is requested to provide the details of his aluminium subcontractor,

country of origin, micronage, thickness, type and make of glasses etc., along with his tender. Samples of all items required in aluminium work shall be

submitted for prior approval without any additional cost.

8

Rates shall include for all necessary ironmongery such as hinges, lock, hooks

etc., of approved quality. All ironmongery shall be compatible with the system proposed.

All locks, hinges, floor springs, handles, push and pull plates and other

necessary ironmongery shall be imported of best quality manufacture

approved by the Engineer

All units shall be complete with all necessary glazing inserts, sealing strips, gaskets, skids, weather strips, glazing beads and all necessary ironmongery.

All aluminium units shall be designed to resist penetration of external moisture to the inside of the building. Fixing of frames for all units to the

building shall be such as to ensure solid, void free, waterproof joints. The joints shall be caulked with a building mastic which does not sag or run, non

hardening, non-staining and can be painted.

All imported aluminium extrusions shall be in approved colour powder

coated sections.

FLOOR, WALL AND CEILING FINISHES

Unless otherwise measured separately rates for floor finishing shall include

for

a. temporary rules, screeds, grounds etc., for raking out joints of new brick work/ block work or hacking new concrete for key

b. internal and coved angles, joints between different surfaces and

between new and old plastering c. arises, quirks, inter sections between curved or irregular surfaces

etc d. Making good around pipes, sanitary fittings and similar fixtures.

Rate for plasterwork shall include for

a. Expanded metal or the like in areas of different modes of construction. (e.g. block work/ brick work and concrete work.)

b. Corner beads for vertical and horizontal edges to from straight and

neat edges c. Forming door and window reveals unless otherwise measured

separately. d. Leaving all concrete surfaces even finish to receive finishes.

e. Seasoning as specified

Rates shall including for making adequate space for drawing of all conduits on walls and partitions.

Fair joints, outlets, working over and around obstructions, pipes and

the like into recesses and shaped inserts, forming shallow channels,

bonding agents where included with the work, dividing strip where applicable, all extra work necessary for patterned work, are deemed to

include where applicable with the items.

9

Treads and risers are deemed to include fair edges, internal and

external angles.

Strings and aprons are deemed to include ends, and ramped wreathed

covers.

Skirting, kerbs and edges of floors are deemed to include fair edges,

rounded edges, curved junctions, angels and the like.

All tile/ marble/ granite grout shall be stain and dirt resistant and can

be cleaned up easily in water. Tile grout should be colourfast,

efflorescence and crack resistant with anti fungus properties.

All tile/ marble/ granite adhesive and backing materials shall be proof of any chemical reaction with the properties of tile/ marble/ granite

and shall not cause any discoloration of tile/ marble/ granite.

The contractor shall verify from the manufacture of tile/ marble/

granite and adhesive and backing materials to this effect and shall be guaranteed for life time that no such reaction take place on any tiling/

marble/ granite work. All tile /marble/ granite/ grout colour to be approved by DCE.

PAINTING

Unless otherwise measured separately rates for painting shall include for

Preparation of surfaces cleaning down, smoothing knotting, stopping

etc.

a. Protection of floors and fittings, removing and replacing door and window fittings if required and cleaning upon completion and the

like. b. Preparation of surface and application as per manufacturer’s

instruction.

Painting in metal work is deemed to include work to attached holder

bats, fastenings and the like. Work to services is deemed to include work to saddles, pipe hooks,

holder bats, conduit box and the like.

Rates for painting work shall include for painting door and window

reveals unless otherwise measured separately.

10

ROOFER & ROOF PLUMBING

Roofer Unless otherwise measure separately rates for roofing shall include for

a. hoisting and fixing complete with all nails

b. Screws c. Clips etc

d. Straight and square cutting and waste.

Rates shall deemed to be included for raking cutting, curved cutting.

Sheet roof coverings are deemed to include work to falls and crosfalls, underlay in contact with the covering, work in forming voids other than

holes, dressing/ wedging in to grooves, hollows, recesses, cutting laps and the like, aprons, sills and ridges.

Work for flashings deemed to include laps, seams and ends, angles and intersections, rolls, up stands, dressing/ wedging in to grooves, hollows,

recesses and the like.

All timber in roof framework shall be selected, well-seasoned and treated

with pressure impregnated system and shall bear a certificate for treatment for timber from the relevant treating specialist.

All timber in roof framework shall be as specified in drawings and

specifications and shall be approved by DCE before application of any

termite treatment.

Roof plumbing

Unless otherwise measured separately rates for all rain water down pipes shall include for

a. All necessary fittings such as bends inspection openings, tees etc., b. Gutters are deemed to include joints in the running length and

brackets. c. Cutting and jointing gutters to fittings is deemed to be included.

d. Down pipes are deemed include brackets joints and cuttings and the

like.

PLUMBING & DRAINAGE WORK

Unless otherwise measured separately rates for plumbing and drainage shall include for

a) Screws, nails, pipe hooks, saddles, brackets, sockets, connections, lagging

short lengths, back nuts, nipple joints b) Concrete blocks and the like and all holes, chasing

c) Making good in other trades such as plaster and painter.

Rates for piping shall include for pipe supports, saddles, clips, screws, nails,

hardware fixing and joints materials, cutting holes, chasings in brick work, concrete work, etc and making good the same in all trades.

11

Rates for pipes laid underground shall include for necessary excavation to

required gradient, backfilling with selected materials, planking and strutting, embedding in concrete and disposal of surplus excavated material as directed, any

special protection to pipes if necessary etc., [

Rates for piping shall include for burying in ground or walls or clipping to walls

as required and for pipe fittings such as bends, tees, “Y” junctions, reducers, inspection openings, stop ends, etc., as required for the completion of the system.

[

Any special water service and drainage fittings such as bends, tees, reducers etc., unless otherwise separately measured in the bill of quantities, shall be included

with the pipes and rates for pipes shall include for such fittings and for any extra work involved for the satisfactory completion of such items.

All work shall conform to the general specification and special specification for

drainage and water service and to the requirements of the local authorities.

All water, waste and sewer pipes shall be of approved manufacture and all

U.P.V.C. fittings shall be of moulded type and shall be to the approval of the Engineer’s.

Unless otherwise specified in the items the rate for the following shall include for

P.V.C. piping for water service/ waste water etc., such plastic piping and fittings shall comply with the latest B.S.S. viz. B.S.S. 1972 for polythene pipes.

The diameter of piping shall be the nominal internal bore of the pipe. Rates for piping shall include for all elbows, bends, tees, stop ends, junctions,

reducers, connectors, inspection opening and all other similar fittings and for testing.

Preamble notes to all other trades shall apply to this trade as well.

All fittings shall be moulded fittings

a. All taps shall be supplied as specified and should have a minimum 1 year guarantee cover.

b. All valves etc; shall be Hattersley, Crane, peglar” or approved equivalent.

c. All sanitary fittings shall be as specified in medium price range models

and should have a minimum of 10 years guarantee cover.

d. All toilet accessories shall be as specified and should have a minimum 1

year guarantee cover. [

Rates for any pipe connection in and out of the building shall be flexible

connection to suit for any acceptable structural movement.

Rates for all pipes include for pipes supports, saddles, clips, screws, nails, hardware fixing, jointing materials cutting holes, chasing in brick work, concrete

etc., and making good the same in all trades. Under ground piping all necessary excavation, backfilling, planking and strutting, concrete bedding and hunching,

dewatering and disposal of surplus material as directed. The proposal for pipe

fixing method to be submitted for prior approval of the Engineer.

Rates for pipes shall include for burying in ground or walls or clipping to wall

and all pipe supports fixed to under side of the soffit as required and for pipe fittings such as bends, tees, “Y” junctions, reducers, cleaning eyes inspection

openings, stop ends, etc., as required.

All pipes in and out to the building shall have flexible connection to accommodate moment due to any structural settlements to avoid any cracks

12

ELECTRICAL INSTALLATION

Unless otherwise measure separately rates for electrical installation shall include for

[

a) Conduits, conduit fittings, junction boxes, draw wire, cables, earth

conductors, screws, nails, nails, hardware, fixing and insulation materials,

b) Cutting holes and chases in brickwork, concrete work etc., and making good the same in all trades.

The contractor shall include in his rates the cost for supply, installing and laying

of all conduits, wiring, wooden plugs, wooden boxes, panel boards etc.

The contractor shall price for all switches, ceiling roses, holders, flexible code etc., for all light fittings and fans (wherever necessary) main switches, earth

leakage circuit breakers etc., of approved quality, workmanship and as shown in detail drawing all complete to working order and shall be to the approval of the

Engineer’s.

The height and the position of the lights shall be as per Engineer’s Approval.

The contractor shall obtain approval for electrical accessories, wires etc., from the Engineer's prior to purchase of same.

Rates shall include for

a. Supplying, installing, testing and commissioning of the system for power and lighting all complete to working order and to the entire satisfaction of the

Engineer's

b. All materials, equipments, wiring and workmanship shall confirm to local

codes of specification, B.S. Standards, latest I.E.E. regulations and Ceylon electricity Board specifications.

c. Make and manufacture of equipments shall be submitted with the tender for the approval of the Engineer’s.

[

Rate shall include for necessary chasing, trenching, conduits, cables, cable trays,

fittings and clips, cutting holes and chases in brick work/ block work/ concrete work complete with all necessary accessories such as sockets, connections, cable

glands, boxes, hardware clips, soldering and jointing materials etc for proper installing and laying of cables.

All under ground cables directly buried in ground to be properly laid in ground trenches and covered with cable tiles. Rate for under ground cables shall include

for all necessary excavation, sand layers, cables tiles, warning strips and back

filling with approved quality earth properly compacted.

13

Rates for all electrical panels shall include for supply and installation of all

necessary MCCB’s, MCB’s, EFR’s, ELCB’s auxiliary contracts, all vertical and horizontal pipes shall be to the approval of the Engineer’s.

Volt meters, ammeters, KWH meters, indicator lamps, selector switches, inter

connecting copper bus bars, inter locks aligning and grounding the panel, inter

connectors, internal wiring instrument wiring loops, connecting to switch gears, cable gland hugs, steel channels and necessary hardware fixing and insulating

materials with fully enclosed metal clad panels and distribution boards wherever necessary and complete as shown in drawing and comply with the specifications

and as per relevant latest B.S. Standards and I.E.E. regulations and all complete to

working order to the approval of Engineer.

All cables for equipments and units designated to function under fire condition to

be in fire rated cables and in steel conduits as indicated and rates for such items shall include accordingly.

Point Wiring

Rate shall include for all cables, conduits, clips, earth cables, fan hooks, draw

wire, wiring accessories, hardware fixing and insulating materials, cutting holes, chases and making good the same in all trades.

All pipes, sleeves, cable protection and ducts etc in and out to the building shall

have flexible connection to accommodate moment due to any structural settlements to avoid any structural settlements to avoid any cracks.

ITEM DESCRIPTION UNIT QTY RATE AMOUNT

A PRELIMINARIES

Note :-The items in the preliminaries will be paid on

actual but not exceeding the quoted value. Contractor

shall be responsible for providing documentary

evidence if required by the client.

a. Bidders are to inspect the proposed site before

submitting their tenderes.

b. If any bidder requiring any clarification of the

documents/ BOQ may notify the SLAF in writing

within 07 days prior to the deadline of submission of

bids.

c. DCE means Director of Civil Engineering

The contractor shall price only those items on which

expences would be incurred and write NIL againts all

other items.

A1 Furnish performance bond Allow

A2 Advance bond Allow

A3 Construction Management services Allow

A4 Insurance of property, material and works Allow

A5 Third party Insurance Allow

A6 Insurance against accidents and injuries to workmen Allow

A7 Construction of temporary sheds for site office,

stores and workmen huts and removing the same after

completion of the work Allow

A8 Site setting out & measurements Allow

A9 Electricity supply for security lighting and

construction work Allow

Lump sum

BILL OF QUANTITIES FOR CONSTRUCTION OF THREE STORIED STUDENT

OFFICERS' ACCOMMODATION BLOCK NO 04 AT DEFENCE SERVICE

COMMAND & STAFF COLLEGE BATALANDA.

Provisional sum

Lump sum

Lump sum

Note

Lump sum

Lump sum

Lump sum

Lump sum

Provisional sum

3 sto student OMQ 09/03/2012 Page 1 of 49 Batalanda


A10 Supply of water for drinking and construction

purposes Allow

A11 Testing of materials, obtaining test certificate Allow

A12 Allow for submitting two sets of as built drawings on

completion of works to the Client. Allow

A13 Allow for any other preliminary items deemed

necessary for the completion of the works.

(Contractor to state details and cost of such items if

included). Allow

Lump sum

Lump sum

Lump sum

Lump sum

PRELIMINARIES WORK CARRIED TO SUMMARY



B EXCAVATION & EARTH WORK

a. Keeping sides plumb and running bottom of

excavation

b. Back filling with selected excavated materials

and removing excavated materials not suitable for

filling out of the site

c. All necessary additional excavation for :

i. Working space

ii. Planking and strutting and other forms of

supporting earth work

B1 Allow for cleaning the site of all surplus materials ,

rubbish, debris and temporary works on completion

of the contract to the satisfaction of the DCE . Item Allow

B2 Site clearing and removing top soil to a depth not

exceeding 150 mm and depositing as directed within

site m2

525

Excavating for foundations commencing from

reduced ground level.

Not exceeding 1.0m deep

B3 For columns m3 57

B4 For rubble foundation m3 25

B5 For plinth beam m3 1.5

Exceeding 1.0m & Not exceeding 2.0m deep

B6 For columns m3 3

B7 Disposal of surface water keeping all excavation

free from rain, ground water and percollating water

by pumping or otherwise Item Allow

Rates for excavation and earth work shall include for :



Earth work

B8 Earth filling to make up levels under floors including

leveling ,watering & compacting in 75 mm thick

layers by imported selected materials ( sample

approved by site engineer ) maximum up to 225 mm

thick layers in well rammed and consolidated.

m3 65

B9 Levelling of site,cutting of soil from higher elevated

side and fill the same soil in lower elevated side.Rate

shall be include for earth moving machines

m3 130

Surface treatment

B10 Anti termite treatment to building area to approved

specialist contractors specification and technical

literature ( Rate to include for 5 years warranty

issued with the employers certification). The

specialist sub contractor's warranty is to be

submitted to SLAF prior to handing over of building.

m2 316

TOTAL EXCAVATION AND EARTH WORK CARRIED TO SUMMARY



C CONCRETE WORK

Grades of concrete used in the construction and the

recommended mixes are as follows :

Grade 20 recommended mix 1:2:4 (20mm)

Grade 10 recommended mix 1:3:6 (25mm)

Where Tor/Mild steel is specified, lanka Tor steel

manufactured by Sri Lanka Heavy Duty Industries

Ltd. shall be used. If the contractor desires to use

other equalent types of steel he shall produce a

certificate of origin to the client and compliance with

the requirement of related Sri Lanka (SLS 375 )and /

or British standards. Such certificate shall be

obtained from the approved laboratory at the

Contractor's cost.

Rates for concrete work shall include for :

a. Mixing, hoisting, placing in position and packing

around reinforcement

b. Vibrating curing as directed

c. Making good after removal of form work

d. All necessary props, joints, struts etc. for

formwork

e. Erecting, strinking off and cleaning of formwork

f. Cutting, waste and rolling margin of steel

rainforcement

g. Tying wire, spacer blocks etc.

h. All spacing, laps. etc. in reinforced steel other

than desinged laps. NOTE



INSITU CONCRETE

50 mm thick screed

C1 Under rubble foundation m2 35

C2 Under column base m2 55

C3 Under plinth beam m2 25

Beds and slabs on ground

C4 Mass concrete slab on ground thickness not

exceeding 75mm as per detail drawing. m2 240

C5 900 mm width concrete pavement in 1:3:6 cement

concrete & concrete drain with 75 mm thick covering

slab with 50 x50 mm welded mesh reinforcement &

form work, drain size 300 x 225 mm high with

cement rendering 12mm thick 1:2(colour to be

approved by DCE) to exposed faced and necessary

excavation.m 95

Reinforced Concrete ( Grade 20 -20 mm aggre.)

filling in to formwork and well pack around bar

reinforcement ( Form work and reinforcement

measured seperately,)

C6 For column base m3 15

C7 For column shaft m3 2.6

Plinth beam

C8 Sectional area not exceeding 0.1m2 m3 12

Work up to the top of structural floor level of ground floor.

Mass concrete ( Grade 10 - 20 mm aggr. poured in to ground.

Works up to top of structural floor level of ground floor



Ground floor to 1st floor

Stairs

C9 Steps waist and the like m3 1.4

C10 Staircase landing m3 0.6

Columns

C11 Sectional area not exceeding 0.1 m2 m3 6.2

1st floor to 2nd floor

Stairs

C12 Steps waist and the like m3 1.4

C13 Staircase landing m3 0.6

Columns


C15 Balcony wall columns m3 0.5

2nd floor to roof level

Columns


C17 Balcony wall columns m3 0.5

Roof level to water tank area

Columns


Slab

C19 Thickness not exceeding 150 mm m3 66

Canopy and canopy slab

C20 Thickness not exceeding 150 mm m3 2.3

Beams

C21 Sectional area not exceeding 0.1 m2 m3 23

Works above top of structural floor level of ground floor



C22 Staircase beams

Sectional area not exceeding 0.1 m2 m3 0.73

C23 Tie beams


C24 Parapet wall tie beams


C25 Rafter beams

Sectional area not exceeding 0.1 m2 m3 2

C26 100 x 150 mm Copping concrete m3 0.75

Water tank slab beams


Roof slab

C28 125 mm thick roof slab m3 1.4

Water tank slab

C29 125 mm thick water tank base slab m3 1.2

Roof slab beams


Rafter beams


Roof tie beams


Lintols

C33 Lintols m3 4.7



FORMWORK

Form work shall include for all temporary or

permanent forms moulds required for casting the

concrete in - situ and all the temporary construction

required for supports

Temporary form work shall be timber, plywood steel

or any other approved materials

Details of form work shall be properly worked out

and approval to be obtained from the DCE NOTE

Height not exceeding 300

C34 Plinth beams m 295

Height exceeding 300

C35 Column base m2 55

C36 Column shaft m2 32.5

C37 Plinth beams m2 36

Soffit of slabs, Horizontal

C38 Slab thickness not exceeding 150 mm ,height not

exceeding 3.5 m m2 290

C39 Ditto - height not exceeding 6.5 m m2 290


C41 Ditto - height not exceeding 9.5 m (roof slab m2 11

C42 Ditto - height not exceeding 12.5 m (Water tank

slab) m2 9

Work above top of structural floor level of ground floor

Work up to the top of structural floor level of ground floor



Soffit of landings, horizontal

C43 Slab thickness not exceeding 150 mm ,height not

exceeding 3.5 m m2 5


Soffit of stair flights

C45 Slab thickness not exceeding 150 mm ,but not

exceeding 300 mm ,sloping exceeding 15.0 m height

not exceeding 3.5 m m2 9.5

C46 Ditto - height not exceeding 6.5 m m2 9.5

C47 Ditto - height not exceeding 9.5 m m2 9.5

Sides and soffit of beams

C48 Square or rectangular m2 262

C49 Roof tie beams m2 55

C50 Parapet wall tie beams m2 30

C51 Water tank slab beams m2 7

C52 Roof slab beams m2 7.5

Sides of columns


Sides of columns (water tank area)


C55 Balcony wall columns m2 22

Sides and soffits of lintols


Sides of copping

C57 In copping concrete m 190




Height not exceeding 300

Sides of beams

C58 Rafter beams m2 25

Sides of rises

C59 Floor height not exceeding 3.5 m m 24

C60 Ditto - height not exceeding 6.5 m m 24


Edge of floor slab

C62 Floor height not exceeding 3. 5 m m 15

C63 Ditto - not exceeding 6.5 m m 15


C65 Ditto - height not exceeding 5. 0 m m 10




Sides of stair flights

Height exceeding 300

C69 Floor height not exceeding 3.5 m m2 2



Edge of roof slab height not exceeding 300mm

Edge of water tank slab height not exceeding 300 mm

Edge of landing height not exceeding 300 mm



REINFORCEMENT IN INSITU CONCRETE

Rate shall include for tor steel bar and mild steel

reinforcement including bends, hooks, tying

wires, distance blocks and ordinary spacers.

NOTE

Mild steel reinforcement to BS 4449 and

characteristic ( fy = 250 N/ mm2 )

Not exceeding 10mm

C72 In Column shaft, stirrups t 0.13

C73 In plinth beams, stirrups t 0.25

Diameter not exceeding 10 mm

C74 In column, stirrups t 0.5

C75 In column ( water tank area), stirrups t 0.02

C76 In slab beams, stirrups t 0.61

C77 In staircase beams, stirrups t 0.01

C78 In roof tie beams, stirrups t 0.3

C79 In parapet wall tie beams, stirrups t 0.2

C80 In roof slab beams, stirrups t 0.02

C81 In water tank slab beams, stirrups t 0.02

C82 In canopy beams, stirrups t 0.03

Work up to top of structural floor level of ground floor




C83 In column base t 0.65

C84 In plinth beams t 1.5

C85 In column shaft t 0.013

Diameter exceeding 16 mm

C86 In column shaft t 0.65

Diameter not exceeding 10 mm

C87 In suspended slab t 7.7

C88 In lintels t 0.4

C89 In stairs & landing t 0.4

C90 In rafter beams t 0.07

C91 In roof tie beams t 0.3

C92 In water tank slab t 0.12

C93 In roof slab t 0.15


High yield deformed steel bar reinforcement to BS 4449

and characteristic strength (fy = 460 N/mm2)


Diameter exceeding 10 mm but not exceeding 16 mm



C94 In canopy t 0.45

C95 In balcony columns t 0.06

C96 In slab beams t 5.72

C97 In columns t 0.8

C98 In columns ( water tank area) t 0.04

C99 In canopy t 0.2

C100 In water tank slab beam t 0.08

C101 In roof slab beam t 0.09

Diameter exceeding 16 mm

C102 In columns t 2.5

TOTAL CONCRETE WORK CARRIED TO SUMMARY

Diameter exceeding 10 mm but not exceeding 16 mm



D MASONRY WORK

Bricks

Common burnt clay used in the construction shall

conform to S.L.S 39/1978 as amended in ammedment

1/1981be hand - made type II, Grade I, having an

average Compressive strength not less than 4.8

N/mm2

Blocks

All solids blocks shall be in standered size (400mm x

200mm x150mm ) or ( 400mm x 200mm x100mm )

selected blocks from an approved block manufacture

with SLS certificate acceptable to the engineer.

Bonding

Blocks and brick shall be bonded in cement sand 1:5

mortar. 112.5mm thick brick work shall be in

'Stretcher Bond' and 225mm thick brick work shall be

laid in English Bond NOTE

RUBBLE STONE WORK

150-225 mm random rubble stone work in cement

and sand (1:5)

Thickness not exceeding 350 mm

D1 vertical walls m2 60

BLOCK WALL

In solid blocks ( 400mm x 200mm x150mm ) in

cement and sand (1:5)

D2 150 mm thick Block wall m2 1580

BRICK WALL

In Common bricks in cement and sand (1:5)

D3 112.5mm thick brick wall m2 60

D4 300 mm high brick filling for sides of plinth beam m 115

D5 150mm high brick filling for sides of plinth beam m 85


TOTAL MASONRY WORK CARRIED TO SUMMARY




E WATER PROOFING

All water proofing materials and application work

shall be good quality and prepared products of

manufactures approved by the DCE in writing.

Finish work must confirm in all respect to the

approval by the DCE

The original guarantee certificate shall be produced

to the name of " Site Engineer" from the manufacturer

.

Water proofing work to be carried out by a specialist

waterproofing sub contractor. The contractor shall

submit at least 10 year guarantee for material and

workmanship in the name of the owner for water

proofing system in an internationally accepted

format.

The tenderer shall submit the most suitable water

proofing system as specified to suit for different

surfaces at location technically acceptable to the

engineer.

The tenderer shall submit the following detail

technical details along with the tender.

(a.) Type of water proofing

(b.) Brand name

(c.) Country of origin

(d.) Method of applications

(e.) Detail of guarantee (format)

(f.) Suitability to the nature of the surface.

(g.) Technical literature

(h.) Guarantee period offered

Including preparation of surface and applying water

proofing according to the manufactures specification

to be done under the specialist contractor approved

by DCE.

On completion of the work contractor shall make

sure that all the plumbing work and pipe net work in

the relevant area will be in good order and

functioning well.

All plumbing work shall be pressure tested by the

contractor ( at his cost ) NOTE



E1 (a).Application of approved suitable waterproofing

membrane " Rooftex" or equivalent as per

manufactures instruction to suit with the type of

structure for the all internal & external area of water

tank slab & roof slab.m2 22

(b).25 mm thick cement and sand 1:3 protecting

screed finished floated with neat cement slurry on

above areas including forming fillets,chamfered

edges as necessary. m2 22


membrane " Rooftex" or equivalent as per


structure for the all internal area of porch

slab,balcony slab & canopy slab.m2 90

(b).25 mm thick cement and sand 1:3 protecting

screed on above areas including forming

fillets,chamfered edges as necessary. m2 90


material "Barralastic" or equivalent as per


structure and the location to walls for the bath room

floor & walls.m2 192

(b).16 mm thick cement and sand 1:3 base plaster

finish to receive water proofing in walls in the above

areas. m2 192

E4 125 micron polythene sheet and placed on compacted

earth filling to receive ground floor slab &

screed.Allow for lapping joints minimum 150mm

wide. m2 240

TOTAL WATER PROOFING WORK CARRIED TO SUMMARY



F STRUCTURAL STEEL WORK

Structural steel products are to be confimed with BS

4360 (Weldable structural steel)

Fire protection of steel is 550 oC

Steel connections are made by

Bolting - Ordinary builts in clearence holes

- Friction grip bolts

Welding - Fillet welds

All nut & bolts are in high tensile steel grade 8.8 as

specified in BS 4190

After fabrication, all steel components should be wire

brushed to clean the surface and applied with two

coats of quick drying metal primer zinc phospate and

two coats of enamal paint. NOTE

F1 Supplying ,fabricating and fixing of type "T", 1800

mm span angle iron truss including apply 2 coats of

anticorrosive paint. nr 12

F2 Supplying and fixing of size 100 x 50 x 20 x 2.3mm

"C" purlin with 50 x 50 x 6 mm angle iron cleat

including apply 2 coats of anticorrosive paint . m 390

F3 Supplying & fixing of size, 50 x50x 6 mm angle iron

for top of rafter beams as per the details drawing .

m 226

Refer details for Drawing no:-WS/029-S3/09

TOTAL STRUCTURAL STEEL WORK CARRIED TO

SUMMARY



G METAL WORK

The tenderers are requested to refer General

notes,Pricing preambles,drawings,specification,

Conditions of Contract, Special Conditions of

Contract and all other

Aluminium work and glazing

All ironmongery and fixing hardware for this section

shall be high quality fittings and rates shall include

for all necessary ironmongery.

All aluminium and glazing work shall be carried out

by an approved Specialist contractor. Tenderer shall

submit the name of the Sub Contractor and details

along with the tender. All aluminium extrusions shall

be Local Alumax or equivalent.

Rate for all aluminium doors & windows shall

include for sub frames.

All Aluminium frames shall be exterior quality from

BS 6063 - T5 , Powder coated (colour to be

approved by the DCE) with thickness shall be 60 -

80 microns as per the BS1615 of 1987 to suit with

the actual dimension of openings including all

surfaces and method of construction and strong

enough to stand for the specified wind pressure .All

fixings shall be to suit the location and environment

of the project and shall be in materials free from

corrosion with all primary and secondary framing,

fixing and accessories.

All glass in external glazed doors and windows shall

be as per the schedule depend on the size of the

opening as per manufacturer's instruction in and

approved manufacture to suit with the specific

requirements. All glass shall be in Pilkington or

equivalent make.NOTE



Sealant , beading and gasket to be use , shall be

appropriate to the climate of Sri Lanka and the

environment of the location of this project and

necessary technical information to be submitted for

prior approval. All joints to be sealant in and

appropriate manner and shall be Dowconing 791-P

silicon beading sealant or equivalent make with

structural silicon .All gasket ,rubber beading shall be

neoprene in white colour.

Shop drawings of aluminium doors, windows and

fixing details to be submitted for prior approval of

the engineer.

Rates shall include for aluminium paneling ,glazing

framing ,fixing, beading, gaskets, sealant, high quality

ironmongery for windows and doors and precaution

to prevent ingrees of water and water leaks, fixing

accessories and hardware.

All ironmongery for aluminium doors and windows

shall be heavy duty Web Loyd,Alpha or equivalent

manufacture.

The tender shall submit the following details together

with the tender.

(a.) Technical details of the proposal.

(b.) Technical data.

(c.) Type and manufacturer of glass ,aluminium

extrusions,panels,ironmongery ,sealent,beadings

frame work etc.

(d.) Samples of selected materials (frame, materials,

aluminium , extrusions glass ,framing , sealant ,

beadings, ironmongery etc.



Glazing

Glazed Doors shall be glazed with 5mm thick plain

glass with sand blast sticker & 5mm thick pin head

glass.

Glazed windows shall be glazed with 5mm plain

glass.

All fanlight shall be glazed with 5mm thick pinhead

glass.

G1 Door type D size 1200 x 2400 mm high aluminium

framed timber panelled door sash with 300 mm high

louverse on top & 100 x75 but hinges and good

quality door lock with handle & all necessary

fittings.nr 6

G2 Door type D1 size 950 x 2100 mm high aluminium

framed plywood door sash & 100 x75 but hinges and

good quality door lock with handle & all necessary

fittings. nr 18


framed PVC door sash including door lock set of

hinges with screws and latches . nr 12


framed plywood door sash & 100 x75 but hinges and

good quality door lock with handle & all necessary

fittings. nr 6

G5 Window type W size 2975 x 1800 mm high

aluminium framed glazed window sash with 450 mm

width louverse in both sides & 300 mm high louvers

on top with all necessary fittings. nr 2

G6 Window type W1 size 2400 x 2100 mm high


high louvers on top and all necessary fittings. nr 2

G7 Window type SW2 size 1200 x 1500 mm high

aluminium framed glazed sliding window sash with

300 mm high louvers on top and all necessary

fittings. nr 6





high louvers on top and all necessary fittings. nr 4


aluminium framed glazed window 2 Nos sashes and

size 750 x 2400 glazed openable glazed door with

300 mm high louvers on top and all necessary

fittings.As per detail drawing.nr 8



high louvers on top and and all necessary fittings.

nr 4

G11 Door window combination type DW size 709 x 2100

mm high aluminium framed openable & fixed glazed

window sash & 875 x 2400 aluminium framed glazed

and laminated plywood door sash with 300 mm high

louvers on top and good quality door lock with all

necessary fittings.nr 6

G12 Fanlight type F size 600 x 750 mm high aluminium

framed glazed fanlight with 300 mm high louvers on

top, and all necessary fittings. nr 12

G13 Hand rail for staircase 150 mm high should be made

out of 50 mm dia GI pipe on the top of parapet wall,

vertical bars with 25 mm G.I pipes with floor

mounted GI cups.Rate shall inclusive of two coats of

anticorrosive paint and with a final coat of approved

enamle paint . All GI pipes are medium duty. (As

per the detail drawing no. WS /029- S4 / 09)

m 14

G14 Hand rail for balcony 150 mm high should be made

out of 50 mm dia GI pipe on the top of parapet wall,

vertical bars with 25 mm G.I pipes with floor

mounted GI cups.Rate shall inclusive of two coats of


enamle paint . All GI pipes are medium duty. (As

per the detail drawing no WS / 029- S4 /09.)

m 80



G15 Supplying & fixing of iron gril work for rear

verandah,size 2700 x 900 mm high should be made

out of 25 x50 mm box iron framed, vertical bars with

12mm dia mild steel rods @ 100 mm C/C .

Consisting 1025 x 900 mm high two sashes gate.

Rate shall inclusive of two coats of anticorrosive

paint and with a final coat of matt black enamle paint

. As per detail drawing no :- WS/029 -A2/09.

nr 2

G16 Hand rail for around the water tank area 900 mm

high should be made out of 50 mm dia GI pipe on the

top of railing, vertical bars with 37.5 mm dia G.I

pipes & horizontal bars with 25 mm dia G.I pipes,

with floor mounted GI cup.Rate shall inclusive of

two coats of anticorrosive paint and with a final coat

of approved enamle paint . All GI pipes are medium

duty. (As per the detail drawing no:-WS/029-S4/12)

m 12

G17 A GI pipe ladder to be supply fabricated and

installed placing 37.5 mm heavy duty GI pipe at main

bar, 25 mm dia GI pipe horizontally & . The ladder

should be connected to the building by 50 x 6mm

thick flat iron & 12 mm dia anchor bolt @ 3 nos per

each floor level. The height of the ladder is 11.3 m

from finished floor level up to water tank slab

level.Rate shall inclusive of two coats of


enamle paint . All GI pipes are heavy duty. (As per

the detail drawing no:-WS/029-S4/12)

nr 1

TOTAL METAL WORK CARRIED TO SUMMARY



H CARPENTRY & JOINERY

Generally

a. Timber used shall be of the specified species

and of the best quality, thoroughly well seasoned.

Sawn square and free from sap, shaky, cracks and

wainged edges. It shall be free from decay and insect

attack.

b. Quality of timber shall conform to S.L.S. 263

c. Where a choice of more than one specials is

allowed, only one verity shall be used for any

particular class of work

d.Moisture content all joinery timber shall be 12%

e. Timber shall be well treated with and approved

colourless wood preservative conforming to B.S

5589 from joinery timbers.

f. All timber work should be painted with clear

wood preservative and two of enamel paint approved

by DCE.

g. In case timber are treated (with wood

preservative) before brought to the site, a certificate

to that effect shall be produced to the engineer stating

the type of preservative method of treatment and

identification of timber treated. etc,

Rates for carpentry and joinery work shall include

for

a. Nails, Screws, glue, plugs etc,

b. Priming becks before fixing

c. Drilling and making good

d. All necessary iron mongery.

g. All timber sizes should be finished size

NOTE



H1 25 x 250 mm high timber valance board finished

with brass screws to end of roof trusses m 50

H2 25 x 250 mm high timber bardge board finished with

brass screws to end of "C" channel purlin. m 35

H3 Timber frame work, horizontal with 1200x 1200 mm

flat asbestos ceiling for internal area (sheet

measured seperately ) comprising of 100 x50 joists

and 50 x50 bearers. m2 220


flat asbestos ceiling for eaves (sheet measured

seperately ) comprising of 100 x50 joists and 50 x50

bearers. m2 66


angle asbestos ceiling for gable end (sheet measured

seperately ) comprising of 100 x50 joists and 50 x50

bearers. m2 35

H6 Supply fabricate & fixing of Type A size,2400mm x

600mm x2200 mm high wall cupboard out of

Class I timber sections (approved by DCE ) as per

detail drawing no WS/029/-A7. Wall cupboard top to

be 100 mm thick RCC slab with 50 x 50 welded

mesh & necessary form work .4 nos of timber framed

lockable 6 mm laminated plywood sashes, partition

with 6 mm thick laminated plywood sheet embeded

in to 75 x 25 mm timber ragle and 12 mm thick

plywood shelves on the 25 x 50 mm timber

battons.All timber/plywood sections to be applied

with wood preservative & spray painted with

approved Enamel paint matching with the colour of

Laminated plywood .Rates shall be inclusive of good

quality spring hingers fitted along with magnatic

locks and door handle, sample and design approved

by DCE.

nr 6



H7 Supply fabricate & fixing of Type B size,1800 mm x

600 mm x 2200 mm high wall cupboard and 872 x

600x 2200 mm high timber racks, out of Class I

timber sections (approved by DCE ) as per detail

drawing no WS/029-A8/09.Wall cupboard top to be

100 mm thick RCC slab with 50 x 50 welded mesh &

necessary form work . 3 nos of timber framed

lockable 6mm thick laminated plywood openable

sashes, partition with 6 mm thick laminated plywood

sheet embeded in to 75 x 25 mm timber ragle and 12

mm thick plywood shelves on the 25 x 50 mm timber




Laminated plywood.Rates shall be inclusive of good



by DCE.

nr 6

H8 Supply fabricate & fixing of Type C size,2400mm x

600mm x2200 mm high wall cupboard out of

Class I timber sections (approved by DCE ) as per

detail drawing no WS/029/-A9/09. Wall cupboard

top to be 100 mm thick RCC slab with 50 x 50

welded mesh & necessary form work .4 nos of timber

framed lockable 6 mm laminated plywood sashes,

partition with 6 mm thick laminated plywood sheet

embeded in to 75 x 25 mm timber ragle and 12 mm

thick plywood shelves on the 25 x 50 mm timber




Laminated plywood.Rates shall be inclusive of good



by DCE.

nr 6



H9

Supply fabricate and fixing of pantry cupboards size

3442 mm x 600 mm x 850mm , 1797 mm x 600mm x

850mm high lower portions and 3442 mm x 300 mm

x 600 mm high upper portion as per detail drawing.

work top to be finished with 300mm x 300mm tiles &

wall finishes with 200 x 300 mm wall tiles 600 mm

hight, water proofing grout. Sides also to be tiled and

plastis tile trim to be fixed at edges. 112.5mm thick

brick supports to the slab finished with smooth lime,

cement, sand plastering and painting work.

Supplying and fixing of good quality stainless steel

single bowl single draining board

undermount/recessed type kitchen sink with c.p swan

neck tap, waste plug, bottle trap, brackets etc, with

necessary fittings complete to working order. Timber

framed should be class I timber ,Interior partition

with 12mm thick plywood sheets laminated with

white formica.Doors should be 12mm thick class I

timber planks with good quality spring hingers fitted

along with magnatic locks & door handle.All timber

members spray painted with auto colour paint.Tiles

& all samples to be approved by DCE. As per detail

drawing no:- WS/029-A4/2012

nr 6

TOTAL CARPENTRY & JOINERY WORK CARRIED TO SUMMARY



J ROOFER & ROOF PLUMBING WORK

Rates for roofing shall include for

a. Hoisting and placing of roofing materials in

position.

b. Straight cutting and waste.

c. Galvanized iron "j" bolts , nuts and bituminous

,felt washers, nails ,spikes etc.

d. Roofing paint ( Colour to be approved by

DCE/Architect). NOTE

Refer details for Drawing no:-WS/029-A1 /09

Asbestos sheet SLS brand

J1 Roof covering with corrugated asbestos sheet on "C "

channel & angle iron frame work ( frame work and

ridge covering measured seperately .) m2 400

J2 Asbestos close fitting ridging fixed complete with

roofing screws or bolts m 25

J3 18 SWg (1.2 mm ) Galvernized iron sheet

flashing 900 mm girth overall one bent with end

laps not less than 225 mm with including 20 mm

tounged & grooved planks laid to slope and

profile on timber members. m 10

J4 150 mm square type gutters fixed to timber valance

board including gutter joiner & brackets fixed at 450

mm centers with all specials . m 50



Extra over for gutters

J5 Supplying and fixing of gutter running heads. nr 21

J6 Supplying and fixing of end caps. nr 20

J7 100 mm dia ,Rain water down pipes fixed to concrete

columns with wooden plugs burried in column with

all specials. m 195

Extra over for down pipes

J8 Supplying and fixing of elbow nr 63

J9 Supplying and fixing of shoes nr 21

TOTAL ROOFER & ROOF PLUMBING WORK CARRIED TO

SUMMARY.



K WATER SUPPLY SEWERAGE AND

DRAINAGE WORKS

The tenderer is requested to refer the preamble notes

, general notes,drawings,specification,conditions of

contract, special conditions of contract and other

relevant documents prior to pricing of following

items.

Tender's rates for materials requirements not allowed

for duty free facilities, to be quoted on duty paid

basis and all such costs to be borne by the

contractor. All duty free materials and equipments to

be quoted on duty free basis.

This trade include the following works

a. Sanitary fittings , toilet accessories

b. Water supply

c. Waste water disposal ( up to the nearest manhole)

d. Internal drainage (up to the nearest manhole)

The tender shall provide all dimensions, and

technical informations of all builders work to the

consultant/ engineer in accordance with the

programme of work prior to approval.

The tender shall submitt the following information on

the items/equipments/fittings quoted for together with

the tender. Unless stated as to be supplied by the

employer.

1.Make

2.Model no

3. Technical data

4.Country of manufacture

5.Delivery period

6. lead time for manufacturing.

7. Port of shipping.

8.CIF value of each item in foreign currency.



All control valves etc, shall be

Hattersly,Crane,Peeler or equivalent make to the

approval of engineer.

All Bib taps, lever type taps and swan neck type taps

shall be "American standard" or equivalent to the

approval of the consultant/engineer.

All toilet fittings shall be in "Rocell Dune or

equivalent in approved models and colours.

All toilet accessories such as toilet paper holder,

soap holder, tooth brush holder, towel rail, mirrors

robe hooks, etc shall be in "American standard" or

equivalent.

Rates for supplying & fixing of angle valve, bottle

traps, measured with fixing of toilet fittings.

NOTE:

The contractor shall provide shop drawings for all

plumbing works described under section of K1 - K12

& K30 - K38 of BOQ. All shop drawings are to be

forwerded to the SLAF site engineer and no plumbing

will be carried out by the contractor without

obtaining approval for shop drawings, by SLAF site

engineer in consultation with Director Civil

Engineering.

WATER SUPPLY SYSTEM

Supplying and laying of uPVC pipes of type 1000 in

excavation ,under slab ,through duct and along walls

as described below . The rate should include for all

pipe specials, fixing testing and commissioning.



Distribution line to toilets, sunk into wall

K1 63 mm ( 2 inches) dia. uPVC pipe (Type 1000) m 50

K2 32 mm (1 inches )dia. uPVC pipe (Type 1000) m 70

K3 25 mm (3/4 inches )dia uPVC pipe (Type 1000) m 60

K4 20 mm (1/2 inches )dia uPVC pipe (Type 1000) m 140

Valves in /distribution system stop valves.

K5 20 mm ( 1/2 inches ) dia. angle valve cp good quality

nr 12

K620 mm ( 1/2 inches ) dia. spingle valve cp good

quality nr 12

K8 63 mm( 2 inches ) dia stop valves cp good quality nr 1

K9 32 mm( 1 inches ) dia ball valves cp good quality nr 2

K10 32 mm ( 1 inches) dia stop valves cp good quality nr 2

K11 25 mm (3/4 inches )dia. stop valves cp good quality nr 2

K12 20 mm (1/2 inches )dia stop valves cp good quality nr 2

SANITARY FITTINGS & FIXTURES

Supply and installation of sanitary appliances

with pipe specials, fittings and connecting to

water supply lines, waste ,soil pipes &

commissioning. The appliances should be of

superior quality.

K7 20 mm (1/2 inches) dia plastic flexible hose size

450 mm long nr 12



K13 Supply & fixing of ceramic closed couple Water

Closet complete with "S" or "P" trap and connection

to sewer piping, complete with angle valve and

flexible hose for water connection and all the fittings

and accessories. nr 12

K14 Supplying and fixing of stainless steel 150 x 150 x

150 mm size floor traps & cover .

nr 24

K15 Supplying and fixing of ceramic pedestal type wash

basin (size ,510 x 405 x 800 mm height) complete

with water & waste connection including 20 mm (

1/2'') dia cp piller tap good quality. nr 6

K16 Supplying and fixing of ceramic pedestal type wash

basin (size ,750 x 525 x 790 mm height) complete

with water & waste connection including 20 mm (

1/2'') dia cp piller tap good quality. nr 6

K17 Supply & fixing of CP hand bidet of approved make

with flexible hose,angle valve and wall mounted

brackets . (flexible hose size 450 mm) nr 12

K18 Supplying and fixing of good quality 5 mm thick

clear float mirror size,750 x 900 mm to wall with

rawl plug and c.p. fittings. nr 12

K19 Supplying and fixing of cp towel rail 600 mm long

and 20 mm dia. With necessary rawl plugs and

screws mounted on wall in toilets. nr 12

K20 Supplying and fixing of 12 mm dia.good quality Bib

taps (threaded). nr 18

K21 Supplying and fixing of c.p.toilet paper holder with

wall mounted bar nr 12

K22 Supplying and fixing of good quality c.p. tooth brush

holder nr 12

K23 Supplying and fixing of wall mounted cp good quality

soap holder nr 12



K24 Supplying and fixing of cp good quality shower

roses nr 12

K25 Supplying and fixing of stainless steel 150 x 150 x

150 mm size guley box & cover . nr 8

K26 Supplying and fixing of 2000 ltr capacity plastishell

water tank with opening lid 32 mm inlet ,32 mm &

32 mm wash out are to be provide.Rates shall

inclusive of water tank stand as per the detail

drawing no :- WS/029/12 nr 2

K27 To supply and install a water meter to the incoming

line (20 mm ) at a location to have easy access to

read the meter reading .Water meter to be well

reputed brand with strainer and non return valve to be

reset at 1000 m3 the least counted 0.001 m3 ( UK

origin )" kent" brand is prefered).nr 2















SANITARY PLUMBING B1070+B1087

Supplying , laying and jointing of uPVC pipes of

type 1000 under suspended floor slabs through

ducts fixed to wall at adequate intervals and laid

under ground connecting manholes for the

efficient discharge of sewer & waste water.Rate to

include for all necessary pipe specials, brackets,

clips, supports, anchors etc.

Horizontal feeder pipes suspended under floor

slab leading to vertical soil stack (type 1000 )

K30 110 mm dia pipe connecting water closet (Type

1000). m 35

K31 Under ground sewers connecting the manholes to the

septic tank 110 mm dia . uPVC pipe (Type 1000). m 60

K32 110 mm dia Cleaning Elbow PVC (Type 1000). nr 6

K33 110 mm dia Bend PVC (Type 1000). nr 6

K34 110 mm dia "Y" dum (Type 1000). nr 3

Verticle sewer pipes through duct ( type 1000 )

Discharge pipe, from water closet, squating pan

suspended under floor slab.

K35 110 mm dia pipe connecting water closet (Type

1000). m 60

Waste water disposal arrangement

Verticle waste pipes through duct ( type 600 )

Discharge pipe, from wash basins & floor traps to

vertical stack suspended under floor slab.

K36 63 (2") mm dia. PVC pipe (Type 600) m 42

Horizontal feeder pipes suspended under floor

slab leading to vertical soil stack (type 600 )



K37 63 (2") mm dia. PVC pipe (Type 600) m 60

K38 40 mm ( 11/4'' ) dia PVC pipe (Type 600) m 50

SEWERAGE AND DRAINAGE WORK

Manholes & gullies

K39 Construction of sewer manholes internally 900 x 900

x 1150 mm deep in RCC 1:2:4 (20 mm) 100 mm

thick walls and 150 mm thick base slab provided

with frame in cover slabs of 100 mm thick (inclusive

of reinforcement shuttering and plastering to

detail).As per the layout drawings nr 6

K40 Construction of sewer manholes internally 900 x 900

x 1450 mm deep in RCC 1:2:4 (20 mm) 100 mm

thick walls and 150 mm thick base slab provided

with frame in cover slabs of 100 mm thick (inclusive

of reinforcement shuttering and plastering to

detail).As per the layout drawings nr 3

K41 Construction of water sealed catchpits internally 450

mm x 450 mm x 750 mm deep in RCC 1:2:4 ( 20 ) 75

mm thick walls and 100 mm thick base slab covered

with RCC cover slab, provided with water seal.As

per the layout drawing.nr 6

K42 Construction of water sealed catchpits internally 450

mm x 450 mm x 900 mm deep in RCC 1:2:4 ( 20 ) 75

mm thick walls and 100 mm thick base slab covered

with RCC cover slab, provided with water seal.As

per the layout drawing.nr 3

K43 Construction of septic tank type 8 (3900 x 900 x

1850 internal) with 225mm thick brick wall and 100

mm thick RCC covering slab and 1.5m dia 1.95m

high soackage pit as per detail drawing (WS / 360-a /

09 ) all complete to working order.

nr 1

K44 300 mm wide brick storm water drain in cement and

sand 1:5 minimum depth 200 mm and maximum

depth 345 mm including cement rendering 12 mm

thick 1:2 to exposed faces including necessary

excavation and expansions joints. m 15

TOTAL WATER SUPPLY ,SEWERAGE AND DRAINAGE WORK

CARRIED TO SUMMARY



L ELECTRICAL INSTALLATION

i. All items used shall be reputed makes and shall

confirm to IEE regulation or BS

ii. Switch boxes nut type , Junction boxes etc. shall

be sunk type.

iii, Switches fan regulater are to be fixed at the

height of 1350mm from the finished floor level

socket outlets telephone & TVsockets are to be fixed

at the height of 300 mmfrom the finished floor level.

iv. All switches ,socket outlets ,RCCB s etc. shall be

flush type

v. Rates quoted shall include all accessories

including ceiling roses, brass screws, clips, junction

boxes,iron hooks, switches, etc.and testing

commissioning.

vi Sub circuit wiring diagram to be forwarded to the

DCE for the prior approval.

vii. Prior approval shall be obtained for the quality of

all switchs, gear light fitting & electrical fittings from

DCE.

Following are the some of the recommended makes

of respective items, in case the tenderer intends for

using any other equivalent make details ( Type-

make ,country of origin etc.) regarding same shall be

furnished with his tender.

Switches and socket outlets Clipsal, orange, hager

Fans

RCCB s

Miniature Circuit Breakaers

Main switch

Isolator

Flourescent fittings with perspex cover : - Bulb

Choke

Stater

PVC cable

NOTE

Europeon made prior

obtained from DCE

Merlin, gerin,crabtree,,Hager,F&G

ACL, Kelani,Alucop

approval is to be

"KDK" ceiling fan (original) approval of

Merlin, gerin,crabtree,,Hager

Merlin, gerin,crabtree,,Hager,



NOTE:

The contractor shall provide shop drawings for all

electrical works described under section of L1-L20

of BOQ. All shop drawings are to be forwerded to

the SLAF site engineer and no electrical will be

carried out by the contractor without obtaining

approval for shop drawings, by SLAF site engineer in

consultation with Director Civil Engineering.

L1 Cubical panel Board wall mounted with 200A 3 ph 4

pole MCCB Ea :- 01 , 200A bus bar with neutal bar

3 ph Ea :- 01. nr 1

L2 Sub distribution board 1200 ABC box with 40A

Isolater -Ea 01 ,40 A RCCB 230 V in 30 mA Ea ;-

01 ,6A MCB Ea :- 07 and 16 A MCB Ea 02,wired

with 7/1.04 mm PVC cable from main panel board .nr 6

L3 To provide 3ph power supply to the building with

area bundle cable 70mm2 ,4 core from the main

power supply post ( 70 mm2 x 3+ 50 mm2 x1mm )

required lamp posts and accessories. (Measure &

pay).m 100

L4 38w Single 1200mm , diffuser type surface mounted

fully covered with perspex covered flourescent

fitting c/w bulb wired with 1/ 1.13mm cable to ceiling

rose 16 / 0.20 two core wire to the fitting with 5A

connector wiring from DB through 5A switch. for

each fittings.nr 12

L5 38w Double 1200mm , diffuser type surface mounted

fully covered with perspex covered flourescent

fitting c/w bulb wired with 1/ 1.13mm cable to cable

to ceiling rose 16 / 0.20 two core wire to the fitting

with 5A connector wiring from DB through 5A

switch. for each fittings.nr 6



L6 18w Single 600mm , diffuser type surface mounted

fully coverd with perspex coverd flourescent fitting

c /w bulb wired with 1/ 1.13mm cable to celing rose

16 / 0.20 two core wire to the fitting with 5A

connector wiring from DB through 5A switch.

nr 24

L7 For ceiling fan wired 1 / 1.13 mm cable and 7/

0.67 mm earth wire in PVC conduit pipe ,fan hooks

and regulator through separate 5 A switch. nr 24

L8 For wall bracket lamp completed with 20w CFL pin

type bulb wired with 1/1.13mm cable and cover in

PVC conduit pipe and 5A switch. nr 42

L9 Stairecase wall mounted flourescent lamp complete

with 600 mm, 20 W bulb wired with 1/1.13 mm cable

in PVC conduit pipe from security lights DB and 5A

, 2 way switches & intermediate switchess..

nr 2

L10 Installation of circuler type floresent lamp c/w white

colour diffuser and 32 W flourescent bulb wiring

from DB through 5A switch and 1/1.13 PVC cable.

nr 26

L11 For mirror lamp fitting c/ w 600 mm flourescent bulb

(cool white) wired with 1/1.13 mm cable in PVC

conduit pipe and 5 A switch (for the toilet). nr 6

L12 Door bell (white colour) and bell push sunk type

wired with cable 1/1.13 in PVC conduit pipe from

D/B. nr 6

L13 To provide Telephone sockets and cables ,and wired

with telephone cables up to the terminal box nr 6

L14 To provide TV sockets and PVC conduit keeping

provision for drawing TV cable from top of the

building. nr 6



L15 5 Amp switch socket wired with cable 1/1.13 mm

and 7/.067 mm earth cable in existing PVC conduit

pipe from Distribution Board. nr 78

L16 15 Amp switch socket wired with cable7/050 mm

and 7/.067 mm earth cable in existing PVC conduit

pipe from Distribution Board. nr 12

L17 Installation of outdoor type bulk head light c/w white

colour diffuser and 60-100W incandescent bulbs

wiring from Distribution Board through 5A switch

and 1/1.13 PVC cable. nr 21

L18 For wall mounted panel board covered with front

glass completed with aluminium frame for 7 nos of

single phase KWH meter with 7 nos of 32 A MCB

completed with encloser as per the detail drawing.

Ea 1

L19 For providing an common earth for the all distribution

panel with copper bonded earth rod with 7/1.70 mm

cable. Item

L20 Supply and fixing of 1 no ,lightning conductors

mounted on top of the roof ,covering all area of the

building ,( building should be within the safety cage)

(height of the lightning conductor to be determined

with the safety coverage) connected with 1''x 1/8''

copper strip ( providing minimum bends ) fixed with

ceremic /plastic block up to the 2'x2' 1/8'' copper

plate at least earth resistence less than 10 ohm.

Item Allow

TOTAL ELECTRICAL INSTALLATION CARRIED TO SUMMARY

Allow



M FLOOR / WALL AND CEILING FINISHES

Thickness of plaster work , bedding , backing etc.

given in the description of items are the minimum

thickness required.

Finished work must conform in all respects to the

approved samples by DCE.

Rates for wall & ceiling finishes shall include for:

a. Temporary piles, screeds, grounds etc.

b. Raking out joints of brick work and hacking

concrete surface for forming key.

c. Internal and external angles.

d. Joints between different surfaces.

e. Forming arises reveals and stopping againts joinery

work, metal work etc.

f. All making good around pipes, sanitary fittings

and fixtures.

g. Straight cutting & waste of tiles.

h. Pointing to match tiles as approved.

I. Protecting finished surfaces.

Wall finishes

Internal plaster

Internal plaster shall consists of lime, cement sand

1:1:5 motar on prepare brick or concrete surface to a

thickness of 16 mm in the coat and setting coat shall

be of pure white lime putty finished smooth.

External plaster

External plaster shall consists of lime, cement sand

1:1:5 motar on prepare brick or concrete surface to a

thickness of 16 mm in the coat and setting coat shall

be of pure white,finished with out lime putty and

shall be semi rough with wooden float.

NOTE



Cement rendering

Cement rendering shall consist of cement sand motar

1:3 proportions 16 mm thick and finished with a

setting coat of cement slurry.

Ceramic wall tiles

Tiles shall conform to BS 1281 and shall be in

cement sand mortar 1:3 mix backing having minimum

thickness of 12 mm . The surface to be tiled shall be

even and vertical. Tiles shall be pointed with water

proofing tile grout after clearing joints of cement

mortar to a depth 3mm.

FLOOR FINISHES

General

a. Thickness of rendering, bedding etc. given in the

description of items are the minimum thickness

required.

b. Finished work must conform in all respect to the

approved samples

Rates for floor finishes shall include for :

a. Preparing surfaces of concrete to receive

rendering for

b. Joints between different surfaces

c. Finishing to slopes and across falls.

d. All making good around floor waste, pipes etc.

e. Straight cutting and waste of tiles and other types

of floor finishes.

f. Protecting finished surfaces.

g. Finishing around W.C. pans, squatting pans, etc.

including all cutting and waste and tiles.

NOTE

NOTE



Cement Rendering

M1 16mm thick cement and sand 1:3 rendering finished

floated with neat cement slurry on water tank slab &

roof slab. m2 22

Insitu floor finishes

M2 On plinth plaster m2 35

Tiling

M3 200 x 200 mm non slip coloured ceramic floor tiling

to approved design finish , level and to slopes

exceeding 15O

from horizontal on and including joint

and point in water proofing tile grout to match on 20

mm thick cement and sand (1:3 ) screed in, bath

room area.m2 60

M4 300 x300 mm non slip coloured Homogeneous floor

tiling combination to approved design finish , level

and to slopes not exceeding 150 from horizontal on

,including joint point in tile grout to match on 20mm

thick cement and sand (1:3) screed in porch area.

m2 23

M5 300 x300 mm non slip coloured Homogeneous

/ceramic matt floor tiling combination to approved

design finish , level and to slopes not exceeding 150

from horizontal on ,including joint point in tile grout

to match on 20mm thick cement and sand (1:3)

screed in staircase ,verandahs & balcony area.m2 115

M6 300 x300 mm non slip coloured Homogeneous

/ceramic semi matt floor tiling combination to

approved design finish , level and to slopes not

exceeding 150 from horizontal on ,including joint

point in tile grout to match on 20mm thick cement

and sand (1:3) screed in living area.m2 115



M7 300 x300 mm non slip coloured ceramic semi matt

floor tiling combination to approved design finish ,

level and to slopes not exceeding 150 from horizontal

on and including joint point in tile grout to match on

20mm thick cement and sand (1:3) screed in washing

machine area & kitchen area.

m2 153

M8 300 x300 mm non slip coloured ceramic semi matt

floor tiling combination to approved design finish ,

level and to slopes not exceeding 150 from horizontal

on and including joint point in tile grout to match on

20mm thick cement and sand (1:3) screed in bed

rooms & study rooms.m2 240

M9 100 mm high tile skirting as specified , to brick wall

or concrete column. m 500

WALL FINISHES

INTERNAL WALL FINISHES

16 mm thick cement ,lime and sand (1:1:5 )

plaster finished smooth with neat lime

(Internally)

Walls , width not exceeding 300mm

M10 In narrow widths m 575

M11 In columns m 190

M12 Sides of beams m 552

M13 Soffit of beams m 420

Walls , width exceeding 300mm

M14 In columns m2 50

M15 On brick/ concrete surfaces m2 1990



M16 Sides of beams m2 48

M17 Soffit of slabs m2 425

M18 Soffit of stair flights & landing m2 41

Ceramic wall tiles

M19 200 x 300 mm glazed colour ceramic wall tiling to

approved colour and design.Joint and point & all

coners to be bavelled edge in tile grout to match on,

and including 12 mm thick cement and sand (1:3)

backing up to specified heights in bath room walls

m2 152

EXTERNAL WALL FINISHES

16 mm thick cement ,lime and sand (1:1:5) and

finished semi rough ( externally)

Walls , width not exceeding 300mm

M20 In columns m 30

M21 In copping plaster of partition walls m 94

Walls , width exceeding 300mm

M22 Isoleted columns m2 18

M23 Sides & soffit of slabs m2 25

M24 Sides & soffit of slabs beams m2 17

M25 In columns m2 30

M26 On brick/ concrete surfaces m2 706

M27 Allow for sides of balcony walls plastering with

moulding & decoration work with necessary

painting.. Item Allow



CEILING FINISHES

M28 Horizontal ceiling lining using 1200 x 1200 mm flat

asbestose cement sheets fixed with and including

beading and cove moulding on timber frame work

(Timber frame work and painting measured

seperatly)m2 220

M29 Horizontal ceiling lining using 1200 x 1200 mm flat




seperatly) For eaves.m2 66

M30 Angle ceiling lining using 1200 x 1200 mm flat




seperatly) For eaves.m2 35

TOTAL FLOOR, WALL &,CEILING FINISHES CARRIED TO SUMMARY



N PAINTING & DECORATING

All paint materials shall be good quality and shall

be prepared products of manufacturer's approved by

the DCE in writing.

All surfaces to be painted shall be prepared as

specified and the prepared surface shall be approved

by the DCE before painting.

Unevenness and fillings in plastered surface shall be

filled with gypsum and allowed to set, and sand

papered to give a smooth and even surface.

Only alkail resistent Emulsion paint shall be used

on plastered sufrace.

Rates for painting and decorating shall include

for:

a. All necessary scaffoldings

b. Preparation of surfaces cleaning down

c. Smoothing knotting stopping etc.

d. Protecting floor and fittings etc.

e. Removing and replacing doors furniture and

cleaning upon completion.

f. Providing samples and specification of all paints

to be used in the works.



PLASTERED WORK

Prepare and apply one coat of primer and two

coats of emulsion paint ( Internally)

Plastered work general surfaces girth exceeding

300 mm , plain surfaces.

N1 On walls m2 2120

N2 On ceiling & beams m2 1000

N3 On columns m2 110

Prepare and apply one coat of primer and two

coats of weather -shield emulsion paint

(externally)

Plastered work general surfaces girth exceeding

300 mm , plain surfaces.

N4 On walls m2 720

N5 On ceiling & beams m2 150

N6 On columns m2 60

TOTAL PAINTING AND DECORATING WORK CARRIED TO

SUMMARY


SUMMARY

A PRELIMINARIES Rs

B EXCAVATION & EARTH WORK Rs

C CONCRETE WORK Rs

D MASONRY WORK Rs

E WATER PROOFING Rs

F STRUCTURAL STEEL WORK Rs

G METAL WORK Rs

H CARPENTRY & JOINERY Rs

J ROOFER & ROOF PLUMBING WORK Rs

K

WATER SUPPLY SEWERAGE AND DRAINAGE WORKS Rs

L ELECTRICAL INSTALLATION Rs

M FLOOR / WALL AND CEILING FINISHES Rs

N PAINTING & DECORATING Rs

SUB TOTAL I Rs

DISCOUNT OFFERED (IF ANY) Rs

SUB TOTAL II Rs

ADD 10 % CONTINGENCIES Rs

SUB TOTAL III Rs

ADD 12% VAT Rs

GRAND TOTAL Rs

Date:- ……………. ……………………………..

Signature of Bidder

VAT No : ………………………… Seal & Name

Names & Addresses of Bidder Names & Addresses of Bidder

Witness : Name Address and Signature

No.1 ……………………………………….

No.2 ……………………………………….

Date:-…………….

Grand total :-…………………………………………………………………………………...

..…………………………………………………………………………………..(In words)

Rupees………………………………………….(In figures)

Sub total :-…………………………………………………………………………………...

..…………………………………………………………………………………..(In words)

Rupees………………………………………….(In figures)

Date:-…………….

………………………………………………………

………………………………………………………

……………….
