THE DEMOCRATIC SOCIALIST REPUBLIC OF SRI … · 2018-03-29 · The work carried out is mainly building work: ... (ICTAD/SBD/01 – Second Edition of January 2007) ... Procurement

THE DEMOCRATIC SOCIALIST REPUBLIC OF SRI LANKA

MINISTRY OF MAHAWELI DEVALOPMENT AND ENVIRONMENT

ECOSYSTEM CONSERVATION AND MANAGEMENT PROJECT (ESCAMP)

BIDDING DOCUMENT FOR

PROPOSED CONSTRUCION OF OFFICERS QUARTERS IN GALWILA ECO PARK AT

PAHARIYA, IN WANNIYAGAMA FOREST RESERVE, PUTTALAM DIVISION

CONTRACT NO: LK-ESCAMP-FD-54267-CW-RFB

Project Director,

Ecosystem Conservation and Management Project,

Ministry of Mahaweli Development and Environment,

“Sampathpaya”,No 82, Rajamalwatta Road,

Battaramulla.

Bidding Document – Proposed Construction of officer’s quarters in Galwila Eco Park

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CONTENTS

VOLUME I

1.0 INVITATION TO BID

2.0 SECTION 1 – INSTRUCTIONS TO BIDDERS (ITB)

3.0 SECTION 2 – STANDARD FORMS (CONTRACT)

4.0 SECTION 3 – CONDITIONS OF CONTRACT (COC)

VOLUME II

5.0 SECTION 4 – FORM OF BID AND QUALIFICATION INFORMATION

6.0 SECTION 5 – BIDDING DATA AND CONTRACT DATA

7.0 SECTION 6 – SPECIFICATIONS (NOTES)

7.0 SECTION 7 – BILL OF QUANTITIES

8.0 SECTION 8 – DRAWINGS (LIST)

9.0 SECTION 9 – STANDARD FORMS (BID)

10. SECTION 10 – ENVIRONMENTAL AND SOCIAL MANAGEMENT PLAN


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INVITATION FOR BIDS (IFB)

DEMOCRATIC SOCIALISTIC REPUBLIC OF SRI LANKA

MINISTRY OF MAHAWELI DEVELOPMENT AND ENVIRONMENT

ECOSYSTEM CONSERVATION AND MANAGEMENT PROJECT (ESCAMP)

CREDIT NO: 5792-LK

PROPOSED CONSTRUCTION OF OFFICERS’ QUARTERS AT GALWILA ECO PARK

PAHARIYA, IN WANNIYAGAMA FOREST RESERVE, PUTTALAM DIVISION

CONTRACT NO: LK-ESCAMP-FD-54267-CW-RFB

1. The Chairman Project Procurement Committee of Ecosystem Conservation and

Management Project, on behalf of Forest Department, No. 82, “Sampathpaya”,

Rajamlawatta Road, Battaramulla now invites sealed bids from eligible and qualified

bidders for Construction of officers’ quarters in Galwila Eco Park at Pahariya, in

Wanniyagama Forest Researve, Puttalam Division (Works Consists of Earth work,

Structural Works, Finishing Works, MEP works and associated External & Landscaping

works). The approximate estimated cost is Rs:46.3 million (Excluding taxes)

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

3. The work carried out is mainly building work: The construction period is 365 days.

4. To be eligibility for contract award, the successful bidder shall not have been blacklisted

and shall meet following requirements.

ICTAD/CIDA Grade – C 5 or above

Specialty - Building construction

ICTAD/CIDA Registration shall be valid up to bid validity period from the opening of

bid.

5. Interested bidders may have obtained further information from the Ms.Teckla Chandani,

Procurement Officer, Ecosystem Conservation and Management Project, Ministry of

Mahaweli Development and Environment, No 82, Raljamalwatta Road, Battaramulla

during week days from 29th March 2018 to 17th April 2018 from 9.00 am to 3.00 pm. (E-

mail : [email protected] )

6. A complete set of bidding document in English language may be purchased by Bidders at

Ecosystem Conservation and Management Project, Ministry of Mahaweli Development

and Environment, No 82, Raljamalwatta Road, Battaramulla from 28th March 2018 from

9.00 hours to 15.00 until 17th April 2018, upon payment of non-refundable fee of Rs.

5,000.00 to the Accountant, ESCAMP.


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7. Bid shall be delivered or sent by registered post in two sets, (Original and copy marked

clearly on the envelope and the caption to the effect for “Construction of officers’

quarters at Galwila Eco Park at Pahariya, in Wanniyagama Forest Researve, Puttalam

Division” to be marked on top left hand corner of the envelope) to Project Director,

Project Management Unit, Ecosystem Conservation and Management Project, Ministry

of Mahaweli Development and Environment, “Sampathpaya”, No. 82, Rajamalwatta

Road, Battaramulla. to reach on or before 10.00 hours on 18th April 2018. Late bids will

be rejected. Bids will be opened soon after closing in the presence of the bidders’

representative who choose to attend.

8. Bid shall be accompanied by a bid security which shall be;

In the form included in the section 09 of the bidding document

In favor of Project Director, Ecosystem Conservation and Management Project

For an amount of Bank Guarantee of Rupees Four Hundred and Sixty-Three

Hundred Thousand (Rs. 463,000.00) Valid up to 147 days from the closing date of

the bid.

Issued by a Commercial Bank operating in Sri Lanka approved by the Central Bank

of Sri Lanka.

9. Bid shall be valid up to 119 days from the last date fixed for receiving of Bids or any

extended period.

Project Director,

Project Management Unit,



No 82, “Sampathpaya”, Raljamalwatta Road,

Battaramulla.

Telephone : 011 2888 426/27

Fax : 011 2888

Web : http://www.escamp.lk

28th March 2018

http://www.escamp.lk/


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VOLUME 2

This volume 2 contains the following sections with reference to the Standard Bidding Document

(ICTAD/SBD/01 – Second Edition of January 2007)

CONTENTS

SECTION 4 – FORM OF BID AND QUALIFICATION INFORMATION

SECTION 5 – BIDDING DATA AND CONTRACT DATA

SECTION 6 - SPECIFICATIONS (NOTES) - ENVIRONMENTAL MANAGEMENT PLAN AND SOCIAL

MANAGEMENT PLAN

SECTION 7 – BILL OF QUANTITIES

SECTION 8 – DRAWINGS (LIST)

SECTION 9 – STANDARD FORMS (BID)

SECTION 10 – ENVIRONMENT AND SOCIAL MANAGEMENT PLAN


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FORM OF BID AND QUALIFICATION INFORMATION

SECTION 4


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FORM OF BID

Name of Contract: “Construction of officers’ quarters in Galwila Eco Park at Pahariya, in

Wanniyagama Forest Researve, Puttalam Division”

To. The Chairman,

Project Procurement Committee,

Project Management Unit,



No. 82, “Sampathpaya”, Battramulla.

Gentleman,

Bid for the “Work” as described in the cover page of this document.

1. Having examined the Conditions of Contract given in the Standard Bidding Document

Procurement of Works (ICTAD/ SBD/ 01 – 2nd edition, January 2007 & amendments there

to) and all condition & the content of this Bidding Document including Schedule,

Specification, Drawing and Bills of Quantities and Addenda for the execution of the above-

named works, We/I the Undersigned, offer to execute and complete such Work and

remedy any defect therein in conformity with the aforesaid Conditions of Contract,

Schedule, Specification, Drawings, Bills of Quantities and Addenda for the sum of Sri Lanka

Rupees (LKR) (Excluding VAT) (in words) ….………………………………………………………………………

…………………………………………………………………………………………………………………..………………and

cents ……………………………….....................(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 of 119 Days from the date fixed for receiving

or any extended period and it shall remain binding contract between as / me and may be

accepted at any time before the expiration of that period.

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

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

6. We/I accept the adjudicator proposed by you.


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7. We/I understand that you not bound to accept the lowest or any bid you may receive

Dated this …………..…… day (month) ........................ 20........ in the capacity of (designation)

.......................................................................................................... duly authorized to

sign tenders for and on behalf of …………………………………………………………………………............

…………………………………………………………………………………………………………(name of company)

SIGNATURE: ……………………………………..………………

NAME: …………………………………………………………………………………..

DESIGNATION: ………………………………………………………………

ADDRESS: …………………………………………………………………………………………………….

WITNESS: …………………………………………………………….

(Name, Address and Signature)


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QUALIFICATION INFORMATION [To be completed and submitted by the Bidder, with the Bid]


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BIDDING DATA AND CONTRACT DATA

SECTION 5


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BIDDING DATA ITB Clause Ref. 1.1 The Employer is Name : Project Director

Address : Project Management Unit, Ecosystem Conservation and Management Project,

Ministry of Mahaweli Development and Environment, Sampathpaya, No. 82, Rajamalwatta Road, Battaramulla

The Works consist of: Construction of officers’ quarters in Galwila Eco Park at

Pahariya, in Wanniyagama Forest Researve, Puttalam Division (Works Consists of Earth work, Structural Works, Finishing Works, MEP works and associated External & Landscaping works.)

Located at :Galwila Eco Park at Pahariya, Wanniyagama Forest

Researve, Puttalam Division 1.2 Intended Completion Date is 365 Calendar days from the start date. 1.3 The office for collection of bid forms is

Project Management Unit Ecosystem Conservation nad Management Project, Ministry of Mahaweli Development and Environment, Sampathpaya, No. 82, Rajamalwatta Road, Battaramulla

Non – Refundable Tender Fee is Rupees Rs. 5,000/- [in cash]

Bid forms will be issued on working days from 9.00 a.m. to 3.00 p.m. from 28th March 2018 to 17th April 2018 Procurement Division of ESCAMP.

2.1 The Source of Fund is International Development Association Credit No. 5792-

LK 4.2 The registration required Grade: CIDA C- 5 or above 4.3 The following information shall be provided in Section 4,

1. CIDA Registration Number

Grade:

Specialty:

Expiry Date:

2. VAT Registration Number :

3. Construction Programme


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4. Legal Status (Sole Proprietor, Partnership, Company etc.,)

5. Audited account details for last three years (2014-2016)

6. Total monetary value of construction work performed for each of the last 5 years

(2013-2017)

7. Experience in works of a similar nature and size for each of the last 10 years (2007-

2017)

8. Major items of construction equipment proposed to carry out the contract.

9. Qualification and experience of key site management and technical personnel

proposed for the contract (including CVs).

10. Any other

4.4 1. Average of the annual volume of Constructions work performed in the last five years shall be at least Rupees 35.0 million.

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

complexity equivalent to the Works over the last 5 years (To comply with this requirement, works cited should be at least 70 percent completed).

3. Minimum amount of credit facilities shall not be less than Rupees 30.0 million.

[Attach the confirmation letters from the banks as annex] 9.1 Employers address for the purpose of clarification is;

Name : Project Director Address : Ecosystem Conservation and Management Project, Ministry of Mahaweli Development and Environment, No 82, Raljamalwatta Road, Battaramulla Telephone : +94 112 888 426 / 27

Fax : + 94 112 888 577 Email : [email protected]/ [email protected] Website : www.escamp.lk

11.1 The language for the Bidding document shall be English 12.0 Any other (As attached by the Bidder) 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 allowed price fluctuations. 15.1 The Bid shall be valid up to 119 Days from the closing date of bids submission. 16.1 Bid shall include a Bid Security using the form included in Section 9.

mailto:[email protected]/

mailto:[email protected]


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16.2 Bid Security shall be for an amount of Sri Lankan Rupees Four hundred and Sixty-Three Hundred thousand (Rs. 463,000.00) Valid up to 147 days from the date of bid submission and shall be Issued by a Bank operating in Sri Lanka approved by the Central Bank of Sri Lanka using the Form of Bid Security (Unconditional Guarantee) included in the Section 9, Standard Forms [Bid]

19.2 (a) Employers address for the purpose of Bid submission is,

Project Director, Project Management Unit, Ecosystem Conservation and Management Project, Ministry of Mahaweli Development and Environment, “Sampathpaya”, No. 82, Rajamalwatta Road, Battaramulla.

19.2 (b) Contract Name: Construction of officers’ quarters at Galwila Eco Park at Pahariya, in Wanniyagama Forest Researve, Puttalam Division

20.1 The dead line for submission of bids shall be 18th April 2018, 10.00 hrs 34.0 The amount of the performance security is 5% of the initial Contract Price. 36.0 Fees and types of reimbursable expenses to be paid to the Adjudicator shall be on

a case to case basis and shall be shared by the Contractor and the Employer.


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CONTRACT DATA CoC Clause

Ref.

1.1. The Employer is:

Name : Project Director

Address : Project Management Unit, Ecosystem Conservation and

Management Project,


Sampathpaya, No. 82, Rajamalwatta Road, Battaramulla

Authorized Representatives

Name : Mr. D.M.B.M. Bandara, Divisional Forest Officer

Address : Divisional Forest Office, Forest Department, Puttalam

The Engineer is

Name : Mr. A. W. G. Dayananda, Individual Consultant - ESCAMP

Address : Sampathpaya, No. 82, Rajamalwatta Road, Battaramulla

The Work consists Construction of officers’ quarters at Galwila Eco Park at

Pahariya, in Wanniyagama Forest Researve, Puttalam Division (Works

Consists of Earth work, Structural Works, Finishing Works, MEP works and

associated External & Landscaping works.)

The site is located at Galwila Eco Park at Pahariya, in Wanniyagama Forest

Reserve, Puttalam Division

The start date shall be 14 Days from the Letter of Acceptance.

13.1. The minimum insurance covers shall be,

1. The Minimum cover for insurance of the Works and of Plant and

Material is 110% of the initial contract sum

2. The Maximum deductible for insurance of the Works and of Plant and

Material is Rs. 250,000.00

3. The Minimum cover for insurance of other property (Other than the Site)

is Rs.1,000,000.00

13.2. The Minimum cover for personal injury of death,

For the Contractor’s workmen is Rs.1,000,000.00 per event

Contractor’s Employees other than workmen is Rs.1,000,000.00 per

event


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17.1. The Intended Completion Date for the whole Works shall be 365 Calendar

days from the start date.

21.1. The Site possession date shall be 14 Days from the Letter of Acceptance.

27.1. The Contractor shall submit a programme for the Works within 28 Days from

the Letter of Acceptance.

27.4. The amount to be withheld for non/late submission of a Programme is Rupees

500,000.00.

35.1. Defect Liability period is 365 Days

47.1. Price Adjustment is not applicable to this Contract.

48.1. The retention from each payment shall be 10% of the certified work done.

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

49.1. The liquidated damages for the whole of Works shall be Rupees 80,000.00 per

day

50.1. The Maximum amount of liquidated damages for the whole works shall be 10%

of the Initial Contract Price.

52.1. The Performance Security shall be 5% of the Initial Contract Price.

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

Employer’s additional cost for completing the Works, is 25% of Initial Contract

Price.

Implementation of Environmental and Social Management Plan

Implementation of Environmental Management Plan (EMP) and Social

Management Plan (SMP) as per the World Bank Policy and Guidelines Are Key

requirement in this contract.

The successful bidder should ensure that environmental and social

safeguards are maintain as specified in attachment.

If any cost to be incurred for the requirements, could be included in bill of

quantities. (See Volume 11 Section 10)


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SPECIFICATIONS

SECTION 6


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TECHNICAL SPECIFICATIONS

The work under this bid shall be executed in accordance with the specification given in the

following documents issued by the institution for construction training and development (ICTAD),

“Savsiripaya” wijerama Mawatha, Colombo 07 and as specified.

1. Specification for building work – Volume I- ICTAD publication no. SCA/4/I 3rd Edition (Revised)

– 2004 July

2. Specification for building work – Volume I- ICTAD publication no. SCA/4/II 2rd Edition (Revised)

– 2001 October

3. Above documents are not included with this bidding document, however the Bidder may

purchase the same if necessary from ICTAD - “Savsiripaya” wijerama Mawatha, Colombo 07.


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BILL OF QUANTITIES

SECTION 7


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BoQ – Executive Quarters

PROPOSED EO QUARTERS 02 NOS & FA QUARTERS FOR GALWILA ECO PARK

Item Description Sty Unit

BOQ Rate

BOQ Amount

A EXCAVATION & EARTH WORK.

A1 Site Clearing

A1.1 Clearing and preparation of the site including cutting down and removal of top soil up to a depth of 6" and extend up to 10'-0" beyond the outer walls of the building & disposed off as directed. 1.00 Item

A2 Excavation & Earthwork Supports

A2.1 Excavation of trenches for Wall foundations up to 2'-6" deep in any material except rock requiring blasting and part return fill in and ram and removal of surplus as directed. 17.82 Cube

A2.2 Excavation of trenches for column

foundations up to 3'-0" deep in any material except rock requiring blasting and part return fill in and ram and removal of surplus as directed. 9.99 Cube

A3 Filling & Back filling

A3.1 Filling under floors with gravel or approved quality imported filling material. Spreading, watering and well ramming in 2'-6". Layers. 54.56 Cube

A3.2 Filling Wall foundation with gravel or

approved quality imported filling material. Spreading, watering and well ramming in 1'-6". Layers. 4.72 Cube

A3.3 Filling Column foundation with gravel or



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A4 Anti-termite treatment

A4.1 Anti - termite treatment to building area to approved specialist contractor's specification and technical literature (Rate to include for 10 years warranty to be issued in the name of the Employer) 39.70 Sqr.

A Excavation and Earth Work

B CONCRETE WORK

B1 In Situ Concrete Up to ground floor level Grade 15, Mass concrete 3" thick lean concrete under:

B1.1 Wall foundation 2.23 Cube

B1.2 Column footing 0.83 Cube Grade 25, R.C.C. concrete

B1.3 Column footing 2.50 Cube

B1.4 Column Shaft 0.42 Cube

B1.5 Under floors 36.37 Sqr. From ground floor level to roof level Grade 25, R.C.C. concrete

B1.6 Pavement 3.90 Sqr.

B1.7 Tie beams 4.32 Cube


B1.9 Pantry , Kitchen area counter 0.30 Cube

B1.10 Vanity counter 0.06 Cube 6" X 6" Lintels From ground floor level to

stair case covered slab


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B1.11 Lintels 367.74 Left.

B2 Form Work Plain finish Form Work ( according to

ICTAD classification)

Up to ground floor level

B2.1 Form work for tie beam 11.52 Sqr.

B2.2 Sides of column shafts. 2.22 Sqr. From ground floor level to roof level

B2.3 Form work for Payment 2.03 Sqr.

B2.4 Sides of column shaft 11.10 Sqr.

B2.5 Foot of Pantry & Kitchen area counter 1.20 Sqr.

B2.6 Sides of Pantry & Kitchen area counter 0.26 Sqr.

B2.7 Vanity counter 0.22 Sqr.

B2.8 Sides of vanity counter 0.09 Sqr.

B3 Reinforcement up to ground floor level

B3.1 Column footing & shaft ( 10 mm ) 250.49 kg


B3.3 Column footing & shaft ( 6.3 mm ) 224.56 kg

B3.4 Tie beam ( 12mm ) 831.58 kg

B3.5 Tie beam ( 6.3 mm ) 358.62 kg Ground floor level to roof level

B3.6 Column shaft ( 12 mm ) 400.56 kg

B3.7 Column shaft ( 6.3 mm ) 172.74 kg

B3.8 Pantry and Kitchen Counter ( 10 mm ) 86.92 kg


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B3.9 Vanity Counter ( 10 mm ) 15.04 kg

B Concrete Work

C MASONRY WORK Rate shall include for lifting, handling,

weighting all rough and fair cutting, plumbing angles, normal straight cutting, forming rebated reveals and raking out joints for plastering. Note

C1 Rubble work

C1.1 6" x 9" Random rubble masonry work in cement sand (1:5) mortar in foundations for walls & necessary other places. 40.10 Cube

C2 Brick Work For the full description of materials and

workmanship refer the specification of Building works.

Brick work shall include for Plumbing angles. Forming rebated reveals. Square cutting and racking of joints for

plaster.

Mild steel ties to concrete & other spaces. Block not less than 1.5 N/mm2 Contractor's supervisor should checked

condition of the bricks before constructing the wall

6" thick walls in standard burnt clay bricks

in 1:5 cement sand mortar for walls in following.

C2.1 Ground Floor 60.86 Sqr.

C Masonry Work

D WATER PROOFING


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D1 Water Proofing on floors & walls Bath rooms Floors

D1.1 Ground floor 2.16 Sqr. Bath rooms Walls

D1.2 Ground floor. 2.81 Sqr. Kitchen, Pantry Counter

D1.3 Ground floor 1.20 Sqr. Kitchen, Pantry Counter Walls

D1.4 Ground floor. 0.56 Sqr.

D2 Damp Proof Membrane

D2.1 Horizontal damp proof membrane girth > 1' 0"; consisting of gauge 1000 polythene membrane laid on compacted earth filling (measured) in ground floor measured net. The rate shall include for laps & wastage. 36.37 Sqr.

D Water Proofing

E DOORS AND WINDOWS p0 Note All iron mongery supplied by client Note

E1.1 TYPE D1, DOUBLE SASH PANEL DOOR 3.00 Nos.

E1.2 TYPE D2, TIMBER DOOR 10.00 Nos.

E1.3 TYPE D3, TIMBER DOOR WITH LOUVERS ON TOP 3.00 Nos.

E1.4 TYPE AD, ALUMINIUM PARTITION TOILET

DOOR 2.00 Nos.

E1.5 TYPE SD7 ALUMINIUM SLIDING DOOR 2.00 Nos.



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E1.12 TYPE FL, ALUMINIUM GLAZED FAN LIGHT

WITH LOUVRE ON TOP 4.00 Nos.

E1.13 TYPE W2 GLAZZED WINDOW 3.00 Nos.

E1.14 TYPE W6 ALUMINIUM FRAMED SLIDING WINDOW 2.00 Nos.

E1.15 TYPE W7 ALUMINIUM FRAMED SLIDING

WINDOW 1.00 Nos.



WINDOW 1.00 Nos.

E Doors & Windows

F FLOOR, WALL FINISHES The contractor is advised to refer to the

specification prior to pricing of this section of work Note

The rate shall include for all temporary

rules, screeds, grounds etc. for raking out joints of new brick work or hacking new concrete for key, internal & curved angles, joints between different surfaces arises quirks, inter sections between curved or irregular surfaces, etc. and all making good around pipes, sanitary fittings & and the like. Note

All samples shall be provided for approval

by the Engineer prior to purchase of materials. Note


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Installation and fixing of floor finishes, as

approved by the Architect, approved size and approved colour, fixed with straight joints both way in coloured grout to match with the tiles and including 1" thick cement and sand 1:3 screed bedding on concrete floors. Note

F1 Wall Finishes 3/4" thick cement & sand (1:5) plaster

finished semi rough on external faces width more than 300mm in the following including walls & columns:

F1.1 Walls 29.99 Sqr. 3/4" thick cement & sand (1:5) plaster

finished semi rough on internal faces width more than 300mm in the following including walls & columns:

F1.2 Ground floor 79.23 Sqr. 3/4" thick cement & sand (1:5) plaster

finished semi rough with on external faces, width less than or equals 300mm, on brick / concrete surfaces, reveals to openings - :

F1.3 Ground floor 799.40 Lft. 3/4" thick cement & sand (1:5) plaster

finished semi rough on internal faces, width less than or equals 300mm, on brick / concrete surfaces, reveals to openings - :

F1.4 Ground floor 1062.99 Lft. 3/4" thick cement lime sand (1:1:5) plaster

finished smooth with lime putty or approved equivalent on internal faces, width less than or equals 300mm, in the following including walls & soffit of slab:

F1.5 Ground Floor 30.33 Sqr.


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3/4' thick cement lime sand (1:1:5) plaster finished smooth with lime approved equivalent putty on reveals , width more than 300mm in followings:

F1.6 Ground floor 1062.99 Left.

F2 Wall Tiling Installation Rate only required from the

bidders and tiles to be supplied by the Employer free of charge.

Note

Installation and fixing of homogeneous

ceramic wall tiles, as approved by the Architect, size 2' - 0" x 1' - 0" with approved quality and colour, fixed with straight joints both ways groves finished with coloured grout to match, on and including 1/2" thick cement and sand 1:3 screed backing, up ceiling level from finished floor level.

F2.1 Bath room shower area 2.13 Sqr.

F2.2 Bath room vanity area 0.34 Sqr.

F2.3 Kitchen 1.12 Sqr.

F3 Floor Tiling Installation Rate only required from the

bidders and Tiles are provided by the Client.

Note


ceramic floor tiles, as approved by the Architect, size 2' - 0" x 2' - 0" with approved quality and colour, fixed with straight joints both ways groves finished with coloured grout to match, on and including 1/2" thick cement and sand 1:3 screed backing, up ceiling level from finished floor level.

F3.1 Ground floor. 34.22 Sqr.

F3.2 Bath room floor. 2.16 Sqr.


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F3.3 Pavement 13.85 Sqr.

F4 Tile skirting. Porcelain ceramic tiles skirting (using 2'-0"

x 2'-0" floor tile ) as specified by the Architect


F4.2 Bath room floor. 51.00 Left.

F4.3 Plinth 350.91 Left.

F5 Pantry and Kitchen Counter Tilling

F5.1 Pantry Counter and Kitchen Counter 1.20 Sqr.

F5.2 Side of Pantry Counter and Kitchen Counter 0.39

Left.


F6.1 Vanity Counter 0.09 Sqr.

F6.2 Side of Vanity Counter 3.51 Left.

F7 Plinth Plaster

F7.1 20mm. thick cement and sand 1:3 plinth plaster finished smooth with coloured cement floating. 3.51 Sqr.

F Floor Wall & Ceiling Finishes

G PAINTING Paint shall be from CIC or equivalent and

approved manufacturer. Note

G1 Wall Painting


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Prepare and apply one coat of primer and two coats of weather shield paint of approved colour and quality to external faces of walls width / 300mm in the following including walls & columns:

G1.1 Ground floor 29.99 Sqr. Prepare and apply one coat of primer and

two coats of weather shield paint of approved colour and quality to external faces of walls width [ 300mm for the following walls, reveals & columns.

G1.2 Ground floor 799.40 Left. Prepare and apply one coat of primer and

two coats of emulsion paint of approved colour and quality to internal faces of walls & columns for the following, width / 300mm.


two coats of emulsion paint of approved colour and quality to internal faces of walls, reveals & columns for the following, width [ 300mm

G1.4 Ground floor 1062.99 Left.

G Painting

H WATER SUPPLY, SEWERAGE & DRAINAGE WORK

H1 Cold Water Installation

Type 1000 uPVC pipe with all necessary specials laid in water distribution system buried in brick walls / floor or clipped to any location where necessary.

H1.1 1/2" diameter. 160.00 Left.

H1.2 1" diameter. 271.00 Left.


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H2 Taps and Valves All taps and valves should be brass

manufactured in Sri Lanka or approved equivalent, finish to be chrome plated or as per detail and as approved by the Architect. Rate to include for joints to pipe work.

Gate valve shall be brass manufactured in

Sri Lanka or approved equivalent.

H2.1 1/2" diameter gate valve.(Provisional Quantity) 8.00 Nos.

H2.2 1" diameter gate valve. 5.00 Nos.

Angle valves shall be brass "Pegler"

manufactured UK or approved equivalent, finish to be chrome plated or approved by the Architect.

H2.3 1/2" diameter angle valve. 10.00 Nos. Bib Tap shall be brass "Pegler"


H2.4 1/2" diameter Bib Tap 13.00 Nos.

H3 Waste and Sewage Disposal Type 600 uPVC pipe with all necessary

specials laid for internal and external waste and sewage Disposal system buried in brick walls / floor, clipped to any location or laid through ground soil where necessary.


H3.2 Fittings to 2" pipe work 32.00 Nos.



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H4 UPVC Pipe Ancillaries

H4.1 Supplying and fixing of uPVC trapped floor

gully including Stainless Steel cover with a grating. 8.00 Nos.


clean out including Stainless Steel grating. 8.00 Nos.

H5 Excavation for Pipes Works

H5.1 Excavation and back fill with sand & selected material to pipe trench for normal pipe laying areas, depth not exceeding 4' 0" deep as per detail drawing. (Rate shall include for screed concrete work) 4.00 Left.

SUMP

H5.2 Supply & install of sump (2000 lit capacity Rate including excavation, dewatering, lean concrete, ball valve and necessary piping etc as per detail drawing. 1.00 Nos.

H5.3 Supply & install of 2000l plastishell

overhead water tank with necessary fittings. 1.00 Nos.

h5.4 Supply & install water pump with necessary fittings. 1.00 Nos.

H6 Sanitary Fittings Sanitary Fittings & accessories

(Installation Rate only required from the bidders and sanitary fittings to be supplied by the Employer free of charge.)

Rate shall include for supplying and

installation of sanitary fittings with all accessories.

H6.1 Supplying , Installation & fixing of low level water closet with 'S' or 'P' trap outlet, approved colour, complete with 9 litter capacity cistern and fittings, seat cover, flexible connections and necessary water connection etc. 4.00 Nos.


Page | 41

H6.2 Supplying , Installation of vanity basin of approved colour, complete with lever operated type long / high neck pillar tap, waste water connection with chain and plug, chromium plated bottle trap, flexible connections & necessary water connection etc. 4.00 Nos.

H6.3 Supplying , Installation & fixing of

Stainless Steel kitchen sink, "Grohe" or approved equivalent, including 1/2" dia chromium plated sink tap, chromium plated bottle trap & flexible connections & necessary water connection etc. 5.00 Nos.

Supplying , Installation of sanitary accessories (Installation Rate only required from the bidders and sanitary accessories to be supplied by the Employer free of charge.)

Unless other wise stated all sanitary

accessories shall be chromium plated brass or Stainless Steel approved by the Architect.

H6.4 Towel Rail. 3.00 Nos.

H6.5 Toilet Paper Roll holder 4.00 Nos.

H6.6 Soap Dish 6.00 Nos.

H6.7 Coat hook 4.00 Nos.

H6.8 Hand bidet showers for water closet areas. 4.00 Nos.

H6.9 Shower 3.00 Nos. Toilet Mirror

H6.10 Supplying & fixing of plain glass mirrors, size 4' - 4" x 3' - 6", with chromium plated clips and plugs to fix to wall including necessary accessories. 3.00 Nos.


Page | 42

H Water Supply, Sewerage & Drainage Work

J BUILDER'S WORK

J1.1 Waste Water Manhole, size 1'-0" x 1'-0" internally as per drawings with invert depth not exceeding 4' 0" including excavation and back filling, 4" thick RCC grade 25 foundation including necessary reinforcement forming channels and 4" thick RCC walls, base, mass concrete filling with neat cement grout, and RCC covers with lifting arrangement. Inlet and outlet connections to complete the manhole in order. 11.00 Nos.

J1.2 Trapped sewer manhole, size 1'-6" x 1'-6"

internally as per drawings with invert depth not exceeding 4' 0" including excavation and back filling, 4" thick RCC grade 25 foundation including necessary reinforcement forming channels and 4" thick RCC walls, base, mass concrete filling with neat cement grout, and RCC covers with lifting arrangement. Inlet and outlet connections to complete the manhole in order. 5.00 Nos.

J1.3 Interseptor Manhole, size 2'-6" x 2'-0"


J1.4 Supplying and installation of precast

soakage pit as per detail drawing. Rate shall include for excavation, backfilling, installation of 4'-0'' dia. precast septic tank, all necessary pipe work inside the tank etc. 5.00 Item


Page | 43

J1.5 Supplying and installation of precast septic tank as per detail drawing. Rate shall include for excavation, backfilling, installation of size 4'-0"x8'-0" , all necessary pipe work inside the tank etc. 2.00 Item

J Builder's Work

K ELECTRICAL INSTALLATION

K1 Main Distribution Board (MDB)

K1.1 Supply and installation of switch gear cubicle made out of (2mm thickness) sheet steel enclosure (IP54) powder coated to the approval of the engineer and as per the detail drawing. Rate shall include all the equipment and fixing. 3.00 Nos.

K2 Final Circuit Wiring

K2.1 Rates for final circuit wiring shall include all necessary switches, sockets, materials Cables, conduits, PVC sunk box, & junction boxes, draw wires, etc. and labor required to complete the electrical installation to good working order. 3.00 Nos.

K3 Light Point Wiring

K3.1 Wiring and installation (including supply of all materials) of the light points using approved type PVC insulated PVC sheathed 1 mm2 copper cable and 2.5mm2 Earth cable drawn through securely fixed concealed PVC conduit. (Switches shall be ABB / Clipsal / Orange / Tenby or equivalent) 108.00 Nos.

K4 Fan Point Wiring

K4.1 Wiring & installation (including supply of all material, earth wire & switch) for ceiling fans using approved type 1 mm2 PVC/PVC copper cable & 2.5mm2 earth wire drawn through securely fixed PVC conduits. 12.00 Nos.

K5 13A Socket Outlet


Page | 44

K5.1 Supply & installation of 13A fused shuttered switched socket outlet to comply with relevant BS standard (MK, Clipsal or equivalent). Wiring (including supply of earth wire & all other material required ) of above socket outlet using approved type 2.5mm2 PVC/PVC copper cable & 2.5mm2 earth wire drawn through securely fixed concealed PVC conduit in a ring circuit. (Provisional Quantity ) 60.00 Nos.


K6.1 Supply & installation of 15A fused shuttered switched socket outlet to comply with relevant BS standard (Clipsal, Orange, Crabtree/ Tenby/ABB or equivalent). Wiring (including supply of earth wire & all other material required ) of above socket outlet using approved type 2.5mm2 PVC/PVC copper cable & 2.5mm2 earth wire drawn through securely fixed concealed PVC conduit in a ring circuit. (Provisional Quantity ) 2.00 Nos.

K7 Telephone Socket Outlet

K7.1 Supply & installation of telephone socket outlet to comply with relevant BS standard (Crabtree/ Tenby/Clipsal/Orange or equivalent). Wring (including all material required ) of above socket outlet using approved type two core PVC/PVC copper cable drawn through securely fixed concealed PVC conduit. 3.00 Nos.

K8 T.V Socket Outlet

K8.1 Supply & installation of TV socket outlet to comply with relevant BS standard (Crabtree/ Tenby/Clipsal/Orange or equivalent). Wring (including all material required ) of above socket outlet using approved type two core PVC/PVC copper cable drawn through securely fixed concealed PVC conduit. 3.00 Nos.

K9 Data point


Page | 45

K9.1 Supply & installation of Data point 3.00 Nos.

K10 Door Bell

K10.1 Door bell & point wring should be wired by using 4Core, 2.5 / 4.0 mm2 CU/XLPE/SWA/PVC under ground or by using 2.5 / 4.0 mmsq Cu/pvc/pvc + 2.5 mmsq ECC . Allow install , terminate and glanding of relevant cables as specified and as shown in the electrical drawings Including fixing charges. 3.00 Nos.

K11 Earthining Arrangement

K11.1 Supply and installation of approved type

earthining system as approved by the engineer in order to keep the earth resistance below 10 ohms. The earth bar at the main distribution board should connect to the earth electrode with a 16mm2 PVC/CU cable and, should interconnect the earth bars at each DB with the main panel with 4mm² PVC/CU cables. 3.00 Item

K12 Main wire

K12.1 Supply and installation Main wire from

MDB to Meter Board 24.00 Lm

K13 Fire Extinguishes

K13.1 Supply & install 2 kg Carbandiaoxide (CO2) fire extinguishes. Nos.

K13.2 Supply & install 9 lit water gas

(pressurized) fire extinguishes. Nos.

K14 Light Fittings and Accessories

K14.1 Ceiling fan with fan regulator 12.00 Nos.

K14.2 Door Bell 3.00 Nos.

K14.3 Supply and installation 13w LED light 53.00 Nos.


Page | 46

K14.4 Water proof out door light fittings ( 3w LED light ) 31.00 Nos.


K Electrical Installation

L ROOF COVERING

L1 Roof covering & Roof Frame

L1.1 Supply & istallation of zinc aluminium sandwich pannel roof with 2"x4" "c" channel @ approx.3'-0" cts.including supply and fixing of zn/al down pipes and gutters with necessaru fittings. 54.27 Sqr


Page | 47

PROPOSED EO QUARTERS 02 NOS & FA QUARTERS FOR GALWILA ECOPARK

SUMMARY

# Description BOQ Amount


B Concrete Work

C Masonry Work

D Water Proofing

E Doors & Windows

F Floor, Wall & Ceiling Finishes

G Painting Work


J Builder's Work


L Roof

Sub Total

10% contingencies

Sub Total

15% Vat

Total

TOTAL CARRIED TO GRAND SUMMARY

-


Page | 48

BoQ – BFO Quarters

PROPOSED BFO QUARTERS FOR GALWILA ECO PARK

Item Description Qty Unit

BOQ Rate

BOQ Amount


A1 Site Clearing










A3.3 Filling Column foundation with gravel or




Page | 49



B CONCRETE WORK






B1.5 Under floors 10.90 Sqr.

B1.6 Tie beams 1.20 Cube From ground floor level to roof level Grade 25, R.C.C. concrete

B1.7 Pavment 4.74 Sqr.


B1.9 Pantry area counter 0.17 Cube 6" X 6" Lintols From ground floor level to stair

case covered slab

B1.10 Lintols 96.99 Lft.

B1.11 Pavement 4.72 Cube


Page | 50

B2 Form Work Plain finish Form Work ( according to ICTAD

classification)





B2.4 Foot of Pantry area counter 0.52 Sqr.

B2.5 Sides of Pantry area counter 0.13 Sqr.




B3.3 Tie beam ( 10 mm ) 161.01 kg




B3.7 Pantry and Kitchen Counter 32.35 kg

B Concrete Work C MASONRY WORK


Page | 51

Rate shall include for lifting, handling, weighting all rough and fair cutting, plumbing angles, normal straight cutting, forming rebated reveals and raking out joints for plastering. Note

C1 Rubble work





plaster.

Mild steel ties to concrete & other spaces. Block not less than 1.5 N/mm2 Contractor's supervisor should checked

condition of the bricks before constructing the wall

9" thick walls in standard burnt clay bricks in

1:5 cement sand mortar for walls in following.

C2.1 Ground Floor 16.89 Sqr. 6" thick walls in standard burnt clay bricks in

1:5 cement sand mortar for walls in following.


C Masonry Work

D WATER PROOFING

D1 Water Proofing on floors & walls


Page | 52

Bath rooms Floors





D Water Proofing

E DOORS AND WINDOWS All timber local teak Note All iron mongery supplied by client Note





E1.5 TYPE W3 GLAZED WINDOW 3.00 Nos.



WINDOW 1.00 Nos.


E1.9 TYPE FL, ALUMINIUM GLAZED FAN LIGHT

WITH LOUVRE ON TOP 1.00 Nos.


Page | 53

E Doors & Windows



The rate shall include for all temporary rules,

screeds, grounds etc. for raking out joints of new brick work or hacking new concrete for key, internal & curved angles, joints between different surfaces arises quirks, inter sections between curved or irregular surfaces, etc. and all making good around pipes, sanitary fittings & and the like. Note

All samples shall be provided for approval by

the Engineer prior to purchase of materials. Note


approved by the Architect, approved size and approved colour, fixed with straight joints both way in coloured grout to match with the tiles and including 1" thick cement and sand 1:3 screed bedding on concrete floors. Note







F1.3 Ground floor 196.48 Lft.


Page | 54

3/4" thick cement & sand (1:5) plaster


F1.4 Ground floor 388.82 Lft. 3/4" thick cement lime sand (1:1:5) plaster

finished smooth with lime putty or approved equivalent on internal faces, width less than or equals 300mm, in the following including walls & soffit of slab:

F1.5 Ground Floor 31.40 Sqr. 3/4' thick cement lime sand (1:1:5) plaster

finished smooth with lime approved equivalent putty on reveals , width more than 300mm in followings:


F2 Wall Tiling Installation and fixing of homogeneous


F2.1 Bath room 0.28 Sqr.

F2.2 Kitchen and Pantry 0.38 Sqr.

F3 Floor Tiling Installation and fixing of homogeneous



Page | 55



F4 Tile skirting. Porcelain ceramic tiles skirting (using 2'-0" x

2'-0" floor tile ) as specified by the Architect


F4.2 Bath room floor. 0.20 Lft.


F5.1 Pantry Counter 0.19 Sqr.

F5.2 Kitchen Counter 0.34 Sqr.

F6 1' hight Plinth Plaster

F6.3 20mm. thick cement and sand 1:3 plinth plaster finished smooth with coloured cement floating. 1.52 Sqr

F Floor Wall Finishes



G1 Wall Painting Prepare and apply one coat of primer and

two coats of weather shield paint of approved colour and quality to external faces of walls width / 300mm in the following including walls & columns:

G1.1 Ground floor 8.58 Sqr.


Page | 56

Prepare and apply one coat of primer and two coats of weather shield paint of approved colour and quality to external faces of walls width [ 300mm for the following walls, reveals & columns.

G1.2 Ground floor 196.48 Lft. Prepare and apply one coat of primer and


Ground Floor

G1.3 Walls 31.40 Sqr. Prepare and apply one coat of primer and


G1.4 Ground floor 388.82 Lft.

G Painting




H1.1 1/2" diameter. 30.00 Lft.

H1.2 1" diameter. 40.00 Lft.

H2 Taps and Valves


Page | 57

All taps and valves should be brass manufactured in Sri Lanka or approved equivalent, finish to be chrome plated or as per detail and as approved by the Architect. Rate to include for joints to pipe work.

Gate valve shall be brass manufactured in Sri

Lanka or approved equivalent.














H4.1 Supplying and fixing of uPVC trapped floor gully including Stainless Steel cover with a grating. 2.00 Nos.


Page | 58



H5 Excavation for Pipes Works H5.1 Excavation and back fill with sand & selected

material to pipe trench for normal pipe laying areas, depth not exceeding 4' 0" deep as per detail drawing. (Rate shall include for screed concrete work) 4.00 Lft.

SUMP


H5.3 Supply & install of 2000l plastishell overhead

water tank with necessary fittings. 1.00 Nos.

H5.4 Supply & install water pump with necessary fittings. 1.00 Nos.

H6 Sanitary Fittings Sanitary Fittings & accessories (Installation

Rate only required from the bidders and sanitary fittings to be supplied by the Employer free of charge.)




H6.2 Supplying , Installation of vanity basin of

approved colour, complete with lever operated type long / high neck pillar tap, waste water connection with chain and plug, chromium plated bottle trap, flexible connections & necessary water connection etc. 1.00 Nos.


Page | 59

H6.3 Supplying , Installation & fixing of Stainless Steel kitchen sink, "Grohe" or approved equivalent, including 1/2" dia chromium plated sink tap, chromium plated bottle trap & flexible connections & necessary water connection etc. 1.00 Nos.









H6.9 Shower head 1.00 Nos. Toilet Mirror



J BUILDER'S WORK

J1.1 Waste water Manhole, size 1'-0" x 1'-0" internally as per drawings with invert depth not exceeding 4' 0" including excavation and back filling, 4" thick RCC grade 25 foundation including necessary reinforcement forming channels and 4" thick RCC walls, base, mass concrete filling with neat cement grout, and RCC covers with lifting arrangement. Inlet 5.00 Nos.


Page | 60

and outlet connections to complete the manhole in order.

J1.2 Trapped sewer manhole, size 1'-6" x 1'-6"


J1.3 Interceptor manhole, size 2'-6" x 2'-0"


J1.4 Supplying and installation of precast soakage pit as per detail drawing. Rate shall include for excavation, backfilling, installation of 4'-0'' dia. precast septic tank, all necessary pipe work inside the tank etc. 2.00 Item

J1.5 Supplying and installation of precast septic

tank as per detail drawing. Rate shall include for excavation, backfilling, installation of size 4'-0"x8'-0" , all necessary pipe work inside the tank etc. 1.00 Item

J Builder's Work




Page | 61






K4 Fan Point Wiring






Page | 62

K6.1 Supply & installation of 15A fused shuttered switched socket outlet to comply with relevant BS standard (Clipsal, Orange, Crabtree/ Tenby/ABB or equivalent). Wiring (including supply of earth wire & all other material required ) of above socket outlet using approved type 2.5mm2 PVC/PVC copper cable & 2.5mm2 earth wire drawn through securely fixed concealed PVC conduit in a ring circuit. (Provisional Quantity ) 1.00 Nos.





K9 Data point


K10 Door Bell



Page | 63


K11.1 Supply and installation of approved type

earthining system as approved by the engineer in order to keep the earth resistance below 10 ohms. The earth bar at the main distribution board should connect to the earth electrode with a 16mm2 PVC/CU cable and, should interconnect the earth bars at each DB with the main panel with 4mm² PVC/CU cables. 1.00 Item

K12 Main wire

K12.1 Supply and installation Main wire from MDB

to Merter Board 11.89 Lm



K13.2 Supply & install 9 lit water gas (pressurized)

fire extinguishes. Nos.

K14 Light Fittings and Accersories





L ROOF COVERING


L1.1 Supply & istallation of zinc aluminium sandwich pannel roof with 2"x4" "c" channel @ approx.3'-0" cts.including supply and fixing of zn/al down pipes and gutters with necessaru fittings. 18.83 Sqr


Page | 64


SUMMARY



B Concrete Work

C Masonry Work

D Water Proofing

E Doors & Windows


G Painting Work


J Builder's Work


L Roof Covering

Sub Total

10% Contingencies

Sub Total

15% Vat

Total

GRAND SUMMARY


Page | 65

BoQ – EO and FA Quarters

PROPOSED EO QUARTERS 02 NOS & FA QUARTERS FOR GALWILA ECO PARK

Item Description Sty Unit

BOQ Rate

BOQ Amount


A1 Site Clearing







A3.1 Filling under floors with gravel or approved quality imported filling material. Spreading, watering and well ramming in 2'-6". Layers.

54.56 Cube

A3.2 Filling Wall foundation with gravel or approved quality imported filling material. Spreading, watering and well ramming in 1'-6". Layers. 4.72 Cube


Page | 66

A3.3 Filling Column foundation with gravel or approved quality imported filling material. Spreading, watering and well ramming in 2'-6". Layers. 7.80 Cube




B CONCRETE WORK






B1.5 Under floors 36.37 Sqr. From ground floor level to roof level Grade 25, R.C.C. concrete

B1.6 Pavement 3.90 Sqr.

B1.7 Tie beams 4.32 Cube


Page | 67


B1.9 Pantry , Kitchen area counter 0.30 Cube

B1.10 Vanity counter 0.06 Cube 6" X 6" Lintels From ground floor level to

stair case covered slab

B1.11 Lintels 367.74 Left.

B2 Form Work Plain finish Form Work ( according to ICTAD

classification)




B2.3 Form work for Payment 2.03 Sqr.


B2.5 Foot of Pantry & Kitchen area counter 1.20 Sqr.

B2.6 Sides of Pantry & Kitchen area counter 0.26 Sqr.

B2.7 Vanity counter 0.22 Sqr.

B2.8 Sides of vanity counter 0.09 Sqr.






Page | 68

B3.4 Tie beam ( 12mm ) 831.58 kg

B3.5 Tie beam ( 6.3 mm ) 358.62 kg

Ground floor level to roof level



B3.8 Pantry and Kitchen Counter ( 10 mm ) 86.92 kg

B3.9 Vanity Counter ( 10 mm ) 15.04 kg

B Concrete Work

C MASONRY WORK Rate shall include for lifting, handling,

weighting all rough and fair cutting, plumbing angles, normal straight cutting, forming rebated reveals and raking out joints for plastering. Note

C1 Rubble work





plaster.

Mild steel ties to concrete & other spaces. Block not less than 1.5 N/mm2


Page | 69

Contractor's supervisor should checked condition of the bricks before constructing the wall

6" thick walls in standard burnt clay bricks

in 1:5 cement sand mortar for walls in following.


C Masonry Work

D WATER PROOFING



D1.2 Ground floor. 2.81 Sqr. Kitchen, Pantry Counter

D1.3 Ground floor 1.20 Sqr. Kitchen, Pantry Counter Walls




D Water Proofing

E DOORS AND WINDOWS All timber local teak Note


Page | 70

All iron mongery supplied by client Note



E1.3 TYPE D3, TIMBER DOOR WITH LOUVERS ON

TOP

3.00 Nos.

E1.4 TYPE AD, ALUMINIUM PARTITION TOILET DOOR

2.00 Nos.

E1.5 TYPE SD7 ALUMINIUM SLIDING DOOR

2.00 Nos.


2.00 Nos.


2.00 Nos.


2.00 Nos.


1.00 Nos.


1.00 Nos.


1.00 Nos.

E1.12 TYPE FL, ALUMINIUM GLAZED FAN LIGHT WITH LOUVRE ON TOP

4.00 Nos.

E1.13 TYPE W2 GLAZZED WINDOW

3.00 Nos.

E1.14 TYPE W6 ALUMINIUM FRAMED SLIDING WINDOW

2.00 Nos.


Page | 71


WINDOW

1.00 Nos.


3.00 Nos.


1.00 Nos.

E Doors & Windows




rules, screeds, grounds etc. for raking out joints of new brick work or hacking new concrete for key, internal & curved angles, joints between different surfaces arises quirks, inter sections between curved or irregular surfaces, etc. and all making good around pipes, sanitary fittings & and the like.

Note

All samples shall be provided for approval

by the Engineer prior to purchase of materials. Note


approved by the Architect, approved size and approved colour, fixed with straight joints both way in coloured grout to match with the tiles and including 1" thick cement and sand 1:3 screed bedding on concrete floors.

Note


Page | 72



F1.1 Walls 29.99 Sqr. 3/4" thick cement & sand (1:5) plaster






F1.4 Ground floor ###### Lft.

3/4" thick cement lime sand (1:1:5) plaster finished smooth with lime putty or approved equivalent on internal faces, width less than or equals 300mm, in the following including walls & soffit of slab:

F1.5 Ground Floor 30.33 Sqr. 3/4' thick cement lime sand (1:1:5) plaster

finished smooth with lime approved equivalent putty on reveals , width more than 300mm in followings:

F1.6 Ground floor ###### Left.


Page | 73

F2 Wall Tiling Installation Rate only required from the

bidders and tiles to be supplied by the Employer free of charge.

Note



F2.1 Bath room shower area 2.13 Sqr.

F2.2 Bath room vanity area 0.34 Sqr.

F2.3 Kitchen 1.12 Sqr.

F3 Floor Tiling Installation Rate only required from the

bidders and Tiles are provided by the Client.

Note





F3.3 Pavement 13.85 Sqr.


Page | 74

F4 Tile skirting.

Porcelain ceramic tiles skirting (using 2'-0"

x 2'-0" floor tile ) as specified by the Architect


F4.2 Bath room floor. 51.00 Left.

F4.3 Plinth 350.91 Left.


F5.1 Pantry Counter and Kitchen Counter 1.20 Sqr.

F5.2 Side of Pantry Counter and Kitchen Counter

0.39

Left.


F6.1 Vanity Counter 0.09 Sqr.

F6.2 Side of Vanity Counter 3.51 Left.

F7 Plinth Plaster

F7.1 20mm. thick cement and sand 1:3 plinth plaster finished smooth with coloured cement floating. 3.51 Sqr.

F Floor Wall & Ceiling Finishes



G1 Wall Painting Prepare and apply one coat of primer and

two coats of weather shield paint of approved colour and quality to external faces of walls width / 300mm in the following including walls & columns:


Page | 75

G1.1 Ground floor 29.99 Sqr.

Prepare and apply one coat of primer and

two coats of weather shield paint of approved colour and quality to external faces of walls width [ 300mm for the following walls, reveals & columns.

G1.2 Ground floor 799.40 Left. Prepare and apply one coat of primer and




G1.4 Ground floor ###### Left.

G Painting




H1.1 1/2" diameter. 160.00 Left.



Page | 76



Gate valve shall be brass manufactured in

Sri Lanka or approved equivalent.














Page | 77



gully including Stainless Steel cover with a grating. 8.00 Nos.




H5.1 Excavation and back fill with sand & selected material to pipe trench for normal pipe laying areas, depth not exceeding 4' 0" deep as per detail drawing. (Rate shall include for screed concrete work) 4.00 Left.

SUMP H5.2 Supply & install of sump (2000 lit capacity

Rate including excavation, dewatering, lean concrete, ball valve and necessary piping etc as per detail drawing. 1.00 Nos.



h5.4 Supply & install water pump with necessary

fittings. 1.00 Nos.

H6 Sanitary Fittings Sanitary Fittings & accessories (Installation

Rate only required from the bidders and sanitary fittings to be supplied by the Employer free of charge.)





Page | 78

H6.2 Supplying , Installation of vanity basin of approved colour, complete with lever operated type long / high neck pillar tap, waste water connection with chain and plug, chromium plated bottle trap, flexible connections & necessary water connection etc.

4.00 Nos.

H6.3 Supplying , Installation & fixing of Stainless Steel kitchen sink, "Grohe" or approved equivalent, including 1/2" dia chromium plated sink tap, chromium plated bottle trap & flexible connections & necessary water connection etc. 5.00 Nos.

Supplying , Installation of sanitary

accessories (Installation Rate only required from the bidders and sanitary accessories to be supplied by the Employer free of charge.)








H6.9 Shower 3.00 Nos. Toilet Mirror



Page | 79


J BUILDER'S WORK

J1.1 Waste Water Manhole, size 1'-0" x 1'-0" internally as per drawings with invert depth not exceeding 4' 0" including excavation and back filling, 4" thick RCC grade 25 foundation including necessary reinforcement forming channels and 4" thick RCC walls, base, mass concrete filling with neat cement grout, and RCC covers with lifting arrangement. Inlet and outlet connections to complete the manhole in order.

11.00 Nos.

J1.2 Trapped sewer manhole, size 1'-6" x 1'-6" internally as per drawings with invert depth not exceeding 4' 0" including excavation and back filling, 4" thick RCC grade 25 foundation including necessary reinforcement forming channels and 4" thick RCC walls, base, mass concrete filling with neat cement grout, and RCC covers with lifting arrangement. Inlet and outlet connections to complete the manhole in order.

5.00 Nos.

J1.3 Interseptor Manhole, size 2'-6" x 2'-0" internally as per drawings with invert depth not exceeding 4' 0" including excavation and back filling, 4" thick RCC grade 25 foundation including necessary reinforcement forming channels and 4" thick RCC walls, base, mass concrete filling with neat cement grout, and RCC covers with lifting arrangement. Inlet and outlet connections to complete the manhole in order.

2.00 Nos.

J1.4 Supplying and installation of precast soakage pit as per detail drawing. Rate shall include for excavation, backfilling, installation of 4'-0'' dia. precast septic tank, all necessary pipe work inside the tank etc.

5.00 Item


Page | 80

J1.5 Supplying and installation of precast septic

tank as per detail drawing. Rate shall include for excavation, backfilling, installation of size 4'-0"x8'-0" , all necessary pipe work inside the tank etc. 2.00 Item

J Builder's Work







K3.1 Wiring and installation (including supply of all materials) of the light points using approved type PVC insulated PVC sheathed 1 mm2 copper cable and 2.5mm2 Earth cable drawn through securely fixed concealed PVC conduit. (Switches shall be ABB / Clipsal / Orange / Tenby or equivalent)

108.00 Nos.

K4 Fan Point Wiring


Page | 81



K5.1 Supply & installation of 13A fused shuttered switched socket outlet to comply with relevant BS standard (MK, Clipsal or equivalent). Wiring (including supply of earth wire & all other material required ) of above socket outlet using approved type 2.5mm2 PVC/PVC copper cable & 2.5mm2 earth wire drawn through securely fixed concealed PVC conduit in a ring circuit. (Provisional Quantity )

60.00 Nos.


K6.1 Supply & installation of 15A fused shuttered switched socket outlet to comply with relevant BS standard (Clipsal, Orange, Crabtree/ Tenby/ABB or equivalent). Wiring (including supply of earth wire & all other material required ) of above socket outlet using approved type 2.5mm2 PVC/PVC copper cable & 2.5mm2 earth wire drawn through securely fixed concealed PVC conduit in a ring circuit. (Provisional Quantity )

2.00 Nos.


K7.1 Supply & installation of telephone socket outlet to comply with relevant BS standard (Crabtree/ Tenby/Clipsal/Orange or equivalent). Wring (including all material required ) of above socket outlet using approved type two core PVC/PVC copper cable drawn through securely fixed concealed PVC conduit.

3.00 Nos.


Page | 82


K8.1 Supply & installation of TV socket outlet to comply with relevant BS standard (Crabtree/ Tenby/Clipsal/Orange or equivalent). Wring (including all material required ) of above socket outlet using approved type two core PVC/PVC copper cable drawn through securely fixed concealed PVC conduit.

3.00 Nos.

K9 Data point


K10 Door Bell

K10.1 Door bell & point wring should be wired by using 4Core, 2.5 / 4.0 mm2 CU/XLPE/SWA/PVC under ground or by using 2.5 / 4.0 mmsq Cu/pvc/pvc + 2.5 mmsq ECC . Allow install , terminate and glanding of relevant cables as specified and as shown in the electrical drawings Including fixing charges.

3.00 Nos.


K11.1 Supply and installation of approved type earthining system as approved by the engineer in order to keep the earth resistance below 10 ohms. The earth bar at the main distribution board should connect to the earth electrode with a 16mm2 PVC/CU cable and, should interconnect the earth bars at each DB with the main panel with 4mm² PVC/CU cables.

3.00 Item

K12 Main wire

K12.1 Supply and installation Main wire from

MDB to Meter Board 24.00 Lm



Page | 83

K13.1 Supply & install 2 kg Carbandiaoxide (CO2)

fire extinguishes. Nos.

K13.2 Supply & install 9 lit water gas (pressurized) fire extinguishes. Nos.

K14 Light Fittings and Accessories




K14.4 Water proof out door light fittings ( 3w LED

light ) 31.00 Nos.



L ROOF COVERING


L1.1 Supply & installation of zinc aluminium sandwich panel roof with 2"x4" "c" channel @ approx.3'-0" cts. including supply and fixing of zn/al down pipes and gutters with necessary fittings. 54.27 Sqr


Page | 84

PROPOSED EO QUARTERS 02 NOS & FA QUARTERS FOR GALWILA ECOPARK

SUMMARY



B Concrete Work

C Masonry Work

D Water Proofing

E Doors & Windows


G Painting Work


J Builder's Work


L Roof

Sub Total

10% Contingencies

Sub Total

15% vat

Total

TOTAL CARRIED TO GRAND SUMMARY


Page | 85

BoQ – Minor Staff Quarters


Item Description Qty Unit

BOQ Rate

BOQ Amount


A1 Site Clearing










A3.3 Filling Column foundation with gravel

or approved quality imported filling material. Spreading, watering and well ramming in 2'-6". Layers. 2.53 Cube


Page | 86




B CONCRETE WORK






B1.5 Under floors 10.90 Sqr.

B1.6 Tie beams 1.20 Cube From ground floor level to roof level Grade 25, R.C.C. concrete

B1.7 Pavment 4.74 Sqr.


B1.9 Pantry area counter 0.17 Cube 6" X 6" Lintols From ground floor level

to stair case covered slab


Page | 87

B1.10 Lintols 96.99 Lft.

B1.11 Pavement 4.72 Cube

B2 Form Work Plain finish Form Work ( according to

ICTAD classification)





B2.4 Foot of Pantry area counter 0.52 Sqr.

B2.5 Sides of Pantry area counter 0.13 Sqr.




B3.3 Tie beam ( 10 mm ) 161.01 kg




B3.7 Pantry and Kitchen Counter 32.35 kg

B Concrete Work C MASONRY WORK


Page | 88

Rate shall include for lifting, handling, weighting all rough and fair cutting, plumbing angles, normal straight cutting, forming rebated reveals and raking out joints for plastering. Note

C1 Rubble work


C2 Brick Work For the full description of materials

and workmanship refer the specification of Building works.


plaster.

Mild steel ties to concrete & other

spaces.

Block not less than 1.5 N/mm2 Contractor's supervisor should

checked condition of the bricks before constructing the wall

9" thick walls in standard burnt clay

bricks in 1:5 cement sand mortar for walls in following.

C2.1 Ground Floor 16.89 Sqr. 6" thick walls in standard burnt clay

bricks in 1:5 cement sand mortar for walls in following.


C Masonry Work

D WATER PROOFING


Page | 89






D Water Proofing

E DOORS AND WINDOWS All timber local teak Note All iron mongery supplied by client Note







E1.7 TYPE W10 ALUMINIUM FRAMED

SLIDING WINDOW 1.00 Nos.


E1.9 TYPE FL, ALUMINIUM GLAZED FAN

LIGHT WITH LOUVRE ON TOP 1.00 Nos.


Page | 90

E Doors & Windows

F FLOOR, WALL FINISHES The contractor is advised to refer to

the specification prior to pricing of this section of work Note


rules, screeds, grounds etc. for raking out joints of new brick work or hacking new concrete for key, internal & curved angles, joints between different surfaces arises quirks, inter sections between curved or irregular surfaces, etc. and all making good around pipes, sanitary fittings & and the like. Note

All samples shall be provided for

approval by the Engineer prior to purchase of materials. Note

Installation and fixing of floor finishes,

as approved by the Architect, approved size and approved colour, fixed with straight joints both way in coloured grout to match with the tiles and including 1" thick cement and sand 1:3 screed bedding on concrete floors. Note





F1.2 Ground floor 31.40 Sqr.


Page | 91

3/4" thick cement & sand (1:5) plaster finished semi rough with on external faces, width less than or equals 300mm, on brick / concrete surfaces, reveals to openings - :



F1.4 Ground floor 388.82 Lft. 3/4" thick cement lime sand (1:1:5)

plaster finished smooth with lime putty or approved equivalent on internal faces, width less than or equals 300mm, in the following including walls & soffit of slab:

F1.5 Ground Floor 31.40 Sqr. 3/4' thick cement lime sand (1:1:5)

plaster finished smooth with lime approved equivalent putty on reveals , width more than 300mm in followings:


F2 Wall Tiling Installation and fixing of

homogeneous ceramic wall tiles, as approved by the Architect, size 2' - 0" x 1' - 0" with approved quality and colour, fixed with straight joints both ways groves finished with coloured grout to match, on and including 1/2" thick cement and sand 1:3 screed backing, up ceiling level from finished floor level.

F2.1 Bath room 0.28 Sqr.

F2.2 Kitchen and Pantry 0.38 Sqr.


Page | 92

F3 Floor Tiling Installation and fixing of

homogeneous ceramic floor tiles, as approved by the Architect, size 2' - 0" x 2' - 0" with approved quality and colour, fixed with straight joints both ways groves finished with coloured grout to match, on and including 1/2" thick cement and sand 1:3 screed backing, up ceiling level from finished floor level.



F4 Tile skirting. Porcelain ceramic tiles skirting (using

2'-0" x 2'-0" floor tile ) as specified by the Architect


F4.2 Bath room floor. 0.20 Lft.


F5.1 Pantry Counter 0.19 Sqr.

F5.2 Kitchen Counter 0.34 Sqr.

F6 1' hight Plinth Plaster

F6.3 20mm. thick cement and sand 1:3 plinth plaster finished smooth with coloured cement floating. 1.52 Sqr

F Floor Wall Finishes

G PAINTING Paint shall be from CIC or equivalent

and approved manufacturer. Note


Page | 93

G1 Wall Painting Prepare and apply one coat of primer

and two coats of weather shield paint of approved colour and quality to external faces of walls width / 300mm in the following including walls & columns:

G1.1 Ground floor 8.58 Sqr. Prepare and apply one coat of primer

and two coats of weather shield paint of approved colour and quality to external faces of walls width [ 300mm for the following walls, reveals & columns.

G1.2 Ground floor 196.48 Lft. Prepare and apply one coat of primer

and two coats of emulsion paint of approved colour and quality to internal faces of walls & columns for the following, width / 300mm.

Ground Floor

G1.3 Walls 31.40 Sqr. Prepare and apply one coat of primer

and two coats of emulsion paint of approved colour and quality to internal faces of walls, reveals & columns for the following, width [ 300mm

G1.4 Ground floor 388.82 Lft.

G Painting




Page | 94


H1.1 1/2" diameter. 30.00 Lft.




Gate valve shall be brass

manufactured in Sri Lanka or approved equivalent.









specials laid for internal and external waste and sewage Disposal system buried in brick walls / floor, clipped to


Page | 95

any location or laid through ground soil where necessary.





H4.1 Supplying and fixing of uPVC trapped floor gully including Stainless Steel cover with a grating. 2.00 Nos.

H4.2 Supplying and fixing of uPVC trapped

floor clean out including Stainless Steel grating. 2.00 Nos.


H5.1 Excavation and back fill with sand & selected material to pipe trench for normal pipe laying areas, depth not exceeding 4' 0" deep as per detail drawing. (Rate shall include for screed concrete work) 4.00 Lft.

SUMP




H5.4 Supply & install water pump with

necessary fittings. 1.00 Nos.

H6 Sanitary Fittings


Page | 96

Sanitary Fittings & accessories (Installation Rate only required from the bidders and sanitary fittings to be supplied by the Employer free of charge.)




H6.2 Supplying , Installation of vanity basin

of approved colour, complete with lever operated type long / high neck pillar tap, waste water connection with chain and plug, chromium plated bottle trap, flexible connections & necessary water connection etc. 1.00 Nos.

H6.3 Supplying , Installation & fixing of

Stainless Steel kitchen sink, "Grohe" or approved equivalent, including 1/2" dia chromium plated sink tap, chromium plated bottle trap & flexible connections & necessary water connection etc. 1.00 Nos.







Page | 97



H6.8 Hand bidet showers for water closet areas.

1.00 Nos.

H6.9 Shower head 1.00 Nos.

Toilet Mirror


H Water Supply, Sewerage & Drainage

Work

J BUILDER'S WORK

J1.1 Waste water Manhole, size 1'-0" x 1'-0" internally as per drawings with invert depth not exceeding 4' 0" including excavation and back filling, 4" thick RCC grade 25 foundation including necessary reinforcement forming channels and 4" thick RCC walls, base, mass concrete filling with neat cement grout, and RCC covers with lifting arrangement. Inlet and outlet connections to complete the manhole in order. 5.00 Nos.

J1.2 Trapped sewer manhole, size 1'-6" x

1'-6" internally as per drawings with invert depth not exceeding 4' 0" including excavation and back filling, 4" thick RCC grade 25 foundation including necessary reinforcement forming channels and 4" thick RCC walls, base, mass concrete filling with neat cement grout, and RCC covers with lifting arrangement. Inlet and outlet connections to complete the manhole in order. 1.00 Nos.


Page | 98

J1.3 Interceptor manhole, size 2'-6" x 2'-0" internally as per drawings with invert depth not exceeding 4' 0" including excavation and back filling, 4" thick RCC grade 25 foundation including necessary reinforcement forming channels and 4" thick RCC walls, base, mass concrete filling with neat cement grout, and RCC covers with lifting arrangement. Inlet and outlet connections to complete the manhole in order. 1.00 Nos.

J1.4 Supplying and installation of precast soakage pit as per detail drawing. Rate shall include for excavation, backfilling, installation of 4'-0'' dia. precast septic tank, all necessary pipe work inside the tank etc. 2.00 Item

J1.5 Supplying and installation of precast

septic tank as per detail drawing. Rate shall include for excavation, backfilling, installation of size 4'-0"x8'-0" , all necessary pipe work inside the tank etc. 1.00 Item

J Builder's Work





K2.1 Rates for final circuit wiring shall include all necessary switches, sockets, materials Cables, conduits, PVC sunk box, & junction boxes, draw wires, etc. and labor required to 1.00 Nos.


Page | 99

complete the electrical installation to good working order.



K4 Fan Point Wiring





K6.1 Supply & installation of 15A fused shuttered switched socket outlet to comply with relevant BS standard (Clipsal, Orange, Crabtree/ Tenby/ABB or equivalent). Wiring (including supply of earth wire & all other material required ) of above socket 1.00 Nos.


Page | 100

outlet using approved type 2.5mm2 PVC/PVC copper cable & 2.5mm2 earth wire drawn through securely fixed concealed PVC conduit in a ring circuit. (Provisional Quantity )





K9 Data point


K10 Door Bell




Page | 101

K11.1 Supply and installation of approved

type earthining system as approved by the engineer in order to keep the earth resistance below 10 ohms. The earth bar at the main distribution board should connect to the earth electrode with a 16mm2 PVC/CU cable and, should interconnect the earth bars at each DB with the main panel with 4mm² PVC/CU cables. 1.00 Item

K12 Main wire

K12.1 Supply and installation Main wire

from MDB to Merter Board 11.89 Lm



K13.2 Supply & install 9 lit water gas

(pressurized) fire extinguishes. Nos.

K14 Light Fittings and Accersories





L ROOF COVERING


L1.1 Supply & installation of zinc aluminium sandwich pannel roof with 2"x4" "c" channel @ approx.3'-0" cts.including supply and fixing of zn/al down pipes and gutters with necessary fittings. 18.83 Sqr


Page | 102


SUMMARY



B Concrete Work

C Masonry Work

D Water Proofing

E Doors & Windows


G Painting Work


J Builder's Work


L Roof Covering

Sub Total

10% Contingencies

Sub Total

15% Vat

Total

GRAND SUMMARY


Page | 103

Total Summary of the all above to be included as follows;

Description BOQ Amount / EMP Cost

(Rs.)

a. Executive Quarters (inclusive VAT &

contingencies)

b. BFO Quarters (inclusive VAT & contingencies)

c. EO and FA Quarters (inclusive VAT &

contingencies)

d. Minor Staff Quarters (inclusive VAT &

contingencies)

e. Implementing Environment Management Plan

(i) Cost for EMP

(ii) 10% contingencies

(iii) 15 % VAT

(iv) Total cost for EMP

Total Cost


Page | 104

DRAWINGS (LIST)

SECTION 8


Page | 105

Please refer the following annexures for information related to the Drawings:

1. Executive Quarters (Annexure 1)

i. Drawing No; GLW/GF/EQ/010

ii. Drawing No; GLW/GF/EQ/011

iii. Drawing No; GLW/GF/EQ/012

iv. Drawing No; GLW/GF/EQ/013

v. Drawing No; GLW/GF/EQ/014

vi. Drawing No; GLW/GF/EQ/015

vii. Drawing No; GLW/GF/EQ/016

viii. Drawing No; GLW/GF/EQ/017

ix. Drawing No; GLW/GF/EQ/018

2. EO and FA Quarters (Annexure 2)

i. Drawing No; GLW/GF/EO & FA/019

ii. Drawing No; GLW/GF/EO & FA/020

iii. Drawing No; GLW/GF/EO & FA/021

iv. Drawing No; GLW/GF/EO & FA/022

v. Drawing No; GLW/GF/EO & FA/023

vi. Drawing No; GLW/GF/EO & FA/024

vii. Drawing No; GLW/GF/EO & FA/025

viii. Drawing No; GLW/GF/EQ/017/026

3. BFO Quarters (Annexure 3)

i. Drawing No; GLW/GF/BFO/027

ii. Drawing No; GLW/GF/BFO/028

iii. Drawing No; GLW/GF/BFO/029

iv. Drawing No; GLW/GF/BFO/030

v. Drawing No; GLW/GF/BFO/031

vi. Drawing No; GLW/GF/BFO/032

vii. Drawing No; GLW/GF/BFO/033

viii. Drawing No; GLW/GF/BFO/034

4. Minor Staff Quarters (Annexure 4)

i. Drawing No; GLW/GF/MSQ/035

ii. Drawing No; GLW/GF/MSQ/036

iii. Drawing No; GLW/GF/MSQ/037

iv. Drawing No; GLW/GF/MSQ/038

v. Drawing No; GLW/GF/MSQ/039

vi. Drawing No; GLW/GF/MSQ/040

vii. Drawing No; GLW/GF/MSQ/041

viii. Drawing No; GLW/GF/MSQ/042


Page | 106

STANDARD FORMS (BID)

SECTION 9


Page | 107


Page | 108

ENVIRONMENT SOCIAL MANAGEMENT PLAN

CONSTRUCTION OF OFFICE BUILDINGS & QUARTERS

ECOSYSTEM CONSERVATION AND MANAGEMENT PROJECT

SECTION 10


Page | 109

FD : Forest Department ESSS : Environment and Social Safeguard Specialist

ESCAMP : Ecosystem Conservation and Management Project

PMU : Project Management Unit

DFO : Divisional Forest Officer EO NA

:Environment Officer : Not Applicable

RFO : Range Forest Officer PA : Protected area

MITIGATION PLAN No. Mitigation Measures Locations/

Project phase Mitigation cost Institutional Responsibility

Implementation Supervision

CONCERN 1: IMPACTS ON FAUNA

1.1 Vehicles travelling in and out of the PA/Forest area should maintain low speeds (20 kmh-1), when transporting material inside the boundaries of the PA/Forest area in order to avoid disturbing the wildlife and avoid the risk of accidents. In the event the road within the PA/Forest area is blocked by wildlife, the contractor shall not disturb the wildlife until they move away from the path, with noise or other means.

Entire construction period and construction sites.

Engineering cost Rs:……….

Contractor

Respective RFO

1.2 The contractor should avoid over loaded vehicles to transport material to construction sites in and out of the PA/Forest area. During transportation, materials should be covered with tarpaulin.


NA Contractor

Respective RFO

1.3 All works should carried out in such a

Entire construction

NA Contractor

Respective RFO


Page | 110

manner that destruction or disruption to the fauna and their habitats is minimised.

period and construction sites.

1.4 Tooting of vehicle horns shall not be permitted


NA Contractor Respective RFO Field Assistants/FD

1.5 Limit activities to day light working hours from 8.00 am to 5.00 pm


NA Contractor

Respective RFO Field Assistants/FD

1.6 Equipment which may produce noise and vibration, used for earthmoving and concrete mixing shall be limited, as much as possible within the PA/Forest area.


NA Contractor

Respective RFO Field Assistants/FD

1.7

Construction workers shall be instructed to protect fauna including wild animals and aquatic life as well as their habitats. Hunting, poaching and unauthorized fishing by project workers shall not be allowed.


Awareness under the monitoring and supervision cost

RFO EO-PMU

Respective RFO

CONCERN 2: IMPACTS ON FLORA

2.1 All works shall be carried out in a manner that the destruction to the flora and their habitats are minimised. Trees and vegetation shall be felled /removed /pruned only if that impinges directly on the permanent works or necessary temporary works. In all such cases contractor shall take prior

Entire construction period and construction sites and immediate surroundings.

NA Contractor

DFO Respective RFO EO-PMU ESSS-PMU


Page | 111

approval from the DFO or respective RFOs.

2.2 Endemic/point endemic / rare /threatened /endangered plant and tree species shall not be permitted to fell /remove or prune.

Entire construction period and construction sites and immediate surroundings.

Awareness under the monitoring and supervision cost

RFO EO - PMU

Respective RFOs

2.3 Material transport vehicles, machinery and equipment shall be used and stationed only in the areas of work under the recommendation of the DFO or respective RFOs and in any other area designated/approved by the DFO within the PA/Forest area.

Entire construction period/ material transportation period and construction sites.

NA Contractor

DFO Respective RFO

2.4 Measures to avoid/minimize the airborne dust have to be taken as;

Covering the vehicles carrying dusty materials.

Wetting down/spraying of road construction areas if necessary.

Material Transport and Entire construction period and construction sites.

Engineering cost Rs:…………

Contractor

DFO Respective RFOs

2.5 Wheel washing of vehicles are not allowed inside the PA/Forest area.

Entire construction period and construction sites

NA Contractor

Respective RFOs

2.6 Ensure that any vegetation clearing occurs within the limits of an approved construction area, before the site


NA Contractor Respective RFO EO-PMU


Page | 112

preparation, under the supervision of DFOs.

2.7 Off road transportation is strictly prohibited with in the PA/Forest area. Material transportation should be carried out in established tracks and roads only.

material transportation & entire construction period/construction sites.

NA Contractor

Respective RFO EO-PMU

2.8 Ensure no activities outside the works zone through clear delineation of the works area.

Entire construction period, including material transport.

NA

Contractor Respective RFOs EO-PMU

CONCERN 3: CONSTRUCTION WORKS

3.1 The contractor is required to ensure that sand, aggregates and other quarry material is source from licenced sources.


NA Contractor

DFO Respective RFOs

3.2 Sourcing from any material from PA/Forest areas and or designated natural areas including tank beds shall not be done.


NA Contractor

DFO Respective RFOs

3.3 Contractor shall use lead free paints in every construction sites and No asbestos will be allowing to use.


NA Contractor

DFO Respective RFOs

CONCERN 4: PROTECTION OF GROUND COVER AND VEGETATION

4.1 Contractor should provide necessary instructions to drivers, operators and other construction workers not to destroy ground vegetation cover unnecessarily.


NA Contractor

Respective RFOs EO-PMU

CONCERN 5: SOIL PROTECTION

5.1 Top soil of any construction area shall

Entire construction

NA Contractor Engineer - PMU


Page | 113

not be removed without written permission form the DFO. If it is essential to remove under the written permission of the DFO, such an activity must be carried out under the supervision of the respective RFO.

period and within the project sites where topsoil has to be removed

Respective RFO

5.2 Areas where top soil has to be removed for the purpose of these works, contractor shall obtain the instruction/directions from the Engineer -PMU and the DFO and the removed top soil should not bring outside of the PA/Forest area.

Entire construction period and within the project sites where topsoil has to be removed

NA Contractor

Engineer - PMU DFO Respective RFO

5.3 Ensure effective sediment and erosion control measures to reduce potential impacts during the site clearing for proposed infrastructure development.


Engineering cost Rs:……………

Contractor Engineer - PMU

DFO Respective RFOs

CONCERN 6: WATER – PROTECTION OF WATER SOURCES AND QUALITY

6.1 The contractor is responsible for arranging adequate supply of water for the project purpose throughout the construction period. Contractor shall not obtain water from natural springs and waterways inside PAs for this purposes without receiving written permission from the DFO or respective RFOs.

Entire construction period and waterways located in the surrounding areas of the construction site/s.


Contractor

Engineer - PMU Respective RFOs EO-PMU


Page | 114

6.2 The Contractor shall not extract water from groundwater or from surface water-bodies without permission from the DFO or respective RFOs. Such extraction (if approved) should be carried out under the direct supervision of the respective RFO/BFOs.

Entire construction period and waterways located in the surrounding areas of the construction site/s.


Contractor

Engineer - PMU Respective RFO EO-PMU

6.3 Contractor shall not divert, close or block existing canals/streams within the PA for any purpose during the construction work.

Entire construction period

NA Contractor

Respective RFOs EO-PMU

6.4 All above the works under this EMP over or closer to the water streams, rivers, rivulets within Forest area/Protected area, thus activities may be undertaken during dry season. If the work is carried out during the rainy seasons, the contractor shall avoid storing materials such as cement, lime, chemicals and other items of work in areas where those can be washed away by the rain/surface runoffs.


NA Contractor

DFO Respective RFO

6.5 Contractor shall protect the water sources in/around, (Waterholes and surface runoffs in the PA) from various contaminants (dust, sand, cement, soil, polythene, plastic, or any other waste) derived from the works or workers.

Entire construction period

NA Contractor

Respective RFO EO-PMU


Page | 115

CONCERN 7: FIRE PROTECTION

7.1 No storage facilities will be established inside the PA for more than one week for materials such as cement, sand or any other construction material. In any case, any lubricant, fuel or any chemical substance, any other solvent should not be brought to the site for any purpose without receiving written permission from the and under supervision of respective RFOs. Waste oil, other petroleum products and untreated wastewater shall not be discharged on ground/within the PA. Collect all waste/spoils and taken away from the PA/Forest area, under supervision of respective RFO.


NA Contractor

Respective RFO

7.2 No one will be allowed for cocking, smoking during working hours or bringing cigarettes, lighters, matchboxes or any other smoking material/apparatus etc. into the sites of PA/Forest area.

Entire construction period and PA.

NA Contractor

Respective RFO

CONCERN 8: LABOUR CAMPS

8.1 The contractor should give priority to hiring labour from the surrounding areas to avoid the need for labour camps.


NA Contractor

DFO Respective RFO

8.2 If labour camps are required to house

Entire construction

NA Contractor

DFO


Page | 116

migrant workers, they should be placed well away from Forest area/PA boundaries and buffer zones whenever possible.

period and construction sites

Respective RFO

8.3 Other biological waste materials from the camping sites shall not be dispose/ decompose within the PA/Forest area and they should be taken away from the PA/Forest area to dispose /decompose. Labour camp sites after use should be cleared and the site should be reinstated to previous condition at the close of the construction work. No any plastic or polythene materials shall be brought into the project sites in PA/Forest area

Entire construction period and camping sites


Contractor

DFO Respective RFO EO-PMU ESSS-PMU

CONCERN 9. APPROVALS, LICENCES AND PERMITS

9.1 All necessary approvals, permits and licenses required by the state and local legislation will be obtained prior to construction commencing. All approvals, permits and licenses shall be maintained and complied with during the construction period. Should there be any changes to the project which would require additional permits or licenses, these shall be obtained.


NA Respective DFO Contractor

EO-PMU SDO-PMU


Page | 117

CONCERN 10: PUBLIC SAFTY

10.1 Contractor shall take necessary actions to prevent breeding of mosquitoes at the areas of work by preventing stagnation of water (including gutters, used and empty cans, containers, tires etc.). Contractor shall keep all places of work clean, devoid of garbage to prevent breeding of rats and other vectors such as flies. Burrow sites, if any, should be rehabilitated at the end of their use by the contractor under the supervision of the respective RFO.

Entire construction period and construction sites & material storage sites

NA Contractor Respective RFO

10.2 Avoid peak hours in roads, if local/public roads are used for bringing materials, especially during the hours of school children use the roads. The speed of the vehicles should maintain less than 30 kmh-1 when transporting the construction materials.

Entire construction period and Public/access roads


Contractor Respective RFO

10.3 Any noise pollutions should be controlled/minimized

Entire construction period and Construction sites


10.4 Should be exhibited a notice/awareness board as a “working place” at the in front of main construction sites before commencement of building or



Contractor Respective RFO


Page | 118

other construction works.

CONCERN 11: WORKERS SAFTY - ACCIDENTS AND RISKS

11.1 The Contractor shall comply with requirements for the safety of the workmen and all reasonable precautions shall be taken to prevent danger of the workers from accidents causes due to falling, heavy loads, snake bites, insect bites, stuck by objects, contact with unsafe energy sources/power supply line etc.

Entire construction period and construction sites & material storage sites


11.2 All workers employed in construction activities shall be provided with necessary protective gear such as hand gloves, boots, helmets. These activities include mixing asphalt material, cement, lime mortars, concrete etc.



11.3 Precautionary measures to protect from attacks by the wild animals (elephant, leopard, snakes and bear) during working times inside the forest shall be taken as mentioned below.

Contractor has to make sure to dispose organic waste properly. None of the solid waste is discarded into the forest area/working.

Throughout the construction period & material transporting sites.

NA Contractor Respective RFOs

EO-PMU SDO-PMU


Page | 119

Keep a sentinel person to monitoring marauding elephant/s, approaching the construction areas.

Always have thunder flashes at the construction sites with a trained personal to use, whenever necessary. The contractor may coordinate with DFO and/or RFO on this matter. DFO, RFO shall be coordinates with the Department of the Wildlife in this regards.

If any elephant thunder flashes are received on project purpose, unused must be handed over to the DFO/RFO.

11.4 Where materials need to transport using laborers, less than 40kg shall allow per labour, per time.



CONCERN 12: ARCHAEOLOGICAL CHANCE FINDS

12.1 Archaeological remains in the Forests area/ PA and adjacent areas must not destroy/disturb or remove by the contractor or by any workman.

Throughout the project period

NA Contractor Respective RFO SDO- ESCAMP

12.2 In case of chance finds, the contractor is obliged to stop the works immediately and

Entire construction period and

NA Contractor Respective RFO SDO- ESCAMP


Page | 120

inform the DFO or respective RFOs, Engineer - ESCAMP or any other officers of Range offices available at the immediate vicinity at that moment. All fossils, coins, artifacts of value of antiquity and structures and other remains or things of Geological, Paleontological or archaeological interest etc. discovered on the site and/or during construction/rehabilitation work shall be returned to the respective RFOs or DFO or Engineer-ESCAMP.

Construction sites

CONCERN 13: FIRST AID

13.1 At every workplace, first aid kit shall be provided



CONCERN 14: OTHER SOCIAL CONSERNS

14.1 No child labors are used for any purpose of the contract



14.2 Local people shall be employed in the project activities where possible and no gender discrimination is expected.



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THE DEMOCRATIC SOCIALIST REPUBLIC OF SRI … · 2018-03-29 · The work carried out is mainly building work: ... (ICTAD/SBD/01 – Second Edition of January 2007) ... Procurement