THE DEMOCRATIC SOCIALIST REPUBLIC OF SRI … · 2018-03-29 · The work carried out is mainly...
Transcript of THE DEMOCRATIC SOCIALIST REPUBLIC OF SRI … · 2018-03-29 · The work carried out is mainly...
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.
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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,
Ecosystem Conservation and Management Project,
Ministry of Mahaweli Development and Environment,
No 82, “Sampathpaya”, Raljamalwatta Road,
Battaramulla.
Telephone : 011 2888 426/27
Fax : 011 2888
Web : http://www.escamp.lk
28th March 2018
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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,
Ecosystem Conservation and Management Project,
Ministry of Mahaweli Development and Environment,
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.
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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,
Ministry of Mahaweli Development and Environment,
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
approved quality imported filling material. Spreading, watering and well ramming in 2'-6". Layers. 7.80 Cube
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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
B1.8 Column Shaft 2.08 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
B3.2 Column footing & shaft ( 12 mm ) 640.90 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.
E1.6 TYPE SD8 ALUMINIUM SLIDING DOOR 2.00 Nos.
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E1.7 TYPE SD9 ALUMINIUM SLIDING DOOR 2.00 Nos.
E1.8 TYPE SD10 ALUMINIUM SLIDING DOOR 2.00 Nos.
E1.9 TYPE SD11 ALUMINIUM SLIDING DOOR 1.00 Nos.
E1.10 TYPE SD12 ALUMINIUM SLIDING DOOR 1.00 Nos.
E1.11 TYPE SD13 ALUMINIUM SLIDING DOOR 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.
E1.15 TYPE W7 ALUMINIUM FRAMED SLIDING
WINDOW 1.00 Nos.
E1.16 TYPE W8 ALUMINIUM FRAMED SLIDING WINDOW 3.00 Nos.
E1.17 TYPE W9 ALUMINIUM FRAMED SLIDING
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
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.
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
F4.1 Ground floor 917.16 Left.
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 Pantry and Kitchen Counter Tilling
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.
G1.3 Ground floor 79.23 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 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"
manufactured UK or approved equivalent, finish to be chrome plated or approved by the Architect.
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.
H3.1 2" diameter. 190.00 Left.
H3.2 Fittings to 2" pipe work 32.00 Nos.
H3.3 4" diameter. 130.00 Left.
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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.
H4.2 Supplying and fixing of uPVC trapped floor
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.
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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.
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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"
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
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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
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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 15A Socket Outlet
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
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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.
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K14.4 Water proof out door light fittings ( 3w LED light ) 31.00 Nos.
K14.5 Supply and installation 13w LED light 77.00 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
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PROPOSED EO QUARTERS 02 NOS & FA QUARTERS FOR GALWILA ECOPARK
SUMMARY
# Description BOQ Amount
A Excavation and Earth Work
B Concrete Work
C Masonry Work
D Water Proofing
E Doors & Windows
F Floor, Wall & Ceiling Finishes
G Painting Work
H Water Supply, Sewerage & Drainage Work
J Builder's Work
K Electrical Installation
L Roof
Sub Total
10% contingencies
Sub Total
15% Vat
Total
TOTAL CARRIED TO GRAND SUMMARY
-
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BoQ – BFO Quarters
PROPOSED BFO QUARTERS FOR GALWILA ECO PARK
Item Description Qty 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'-9" deep in any material except rock requiring blasting and part return fill in and ram and removal of surplus as directed. 6.21 Cube
A2.2 Excavation of trenches for column
foundations up to 3'-1" deep in any material except rock requiring blasting and part return fill in and ram and removal of surplus as directed. 3.24 Cube
A3 Filling & Back filling
A3.1 Filling under floors with gravel or approved quality imported filling material. Spreading, watering and well ramming in 1'-5". Layers. 10.90 Cube
A3.2 Filling Wall foundation with gravel or
approved quality imported filling material. Spreading, watering and well ramming in 2'-6". Layers. 1.32 Cube
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
A4 Anti-termite treatment
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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) 12.22 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 0.62 Cube
B1.2 Column footing 0.27 Cube Grade 25, R.C.C. concrete
B1.3 Column footing 0.81 Cube
B1.4 Column Shaft 0.14 Cube
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.
B1.8 Column Shaft 0.68 Cube
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
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B2 Form Work Plain finish Form Work ( according to ICTAD
classification)
Up to ground floor level
B2.1 Form work for tie beam 3.21 Sqr.
B2.2 Sides of column shafts. 1.92 Sqr. From ground floor level to roof level
B2.3 Sides of column shaft 3.60 Sqr.
B2.4 Foot of Pantry area counter 0.52 Sqr.
B2.5 Sides of Pantry area counter 0.13 Sqr.
B3 Reinforcement up to ground floor level
B3.1 Column footing & shaft ( 10 mm ) 10.53 kg
B3.2 Column footing & shaft ( 6.3 mm ) 1.86 kg
B3.3 Tie beam ( 10 mm ) 161.01 kg
B3.4 Tie beam ( 6.3 mm ) 39.91 kg Ground floor level to roof level
B3.5 Column shaft ( 10 mm ) 90.27 kg
B3.6 Column shaft ( 6.3 mm ) 50.47 kg
B3.7 Pantry and Kitchen Counter 32.35 kg
B Concrete Work C MASONRY WORK
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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. 3.21 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
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.
C2.2 Ground Floor 7.46 Sqr.
C Masonry Work
D WATER PROOFING
D1 Water Proofing on floors & walls
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Bath rooms Floors
D1.1 Ground floor 0.40 Sqr. Bath rooms Walls
D1.2 Ground floor. 0.51 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. 10.90 Sqr.
D Water Proofing
E DOORS AND WINDOWS All timber local teak Note All iron mongery supplied by client Note
E1.1 TYPE D1, DOUBLE SASH PANEL DOOR 1.00 Nos.
E1.2 TYPE D2, TIMBER DOOR 2.00 Nos.
E1.3 TYPE D3, TIMBER DOOR WITH LOUVERS ON TOP 1.00 Nos.
E1.4 TYPE SD7 ALUMINIUM SLIDING DOOR 1.00 Nos.
E1.5 TYPE W3 GLAZED WINDOW 3.00 Nos.
E1.6 TYPE W4 GLAZED WINDOW 1.00 Nos.
E1.7 TYPE W10 ALUMINIUM FRAMED SLIDING
WINDOW 1.00 Nos.
E1.8 TYPE W11 ALUMINIUM FRAMED SLIDING WINDOW 1.00 Nos.
E1.9 TYPE FL, ALUMINIUM GLAZED FAN LIGHT
WITH LOUVRE ON TOP 1.00 Nos.
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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
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 Ground floor 8.58 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 31.40 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 196.48 Lft.
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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 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:
F1.6 Ground floor 388.82 Lft.
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.
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.
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F3.1 Ground floor. 10.50 Sqr.
F3.2 Bath room floor. 0.40 Sqr.
F4 Tile skirting. Porcelain ceramic tiles skirting (using 2'-0" x
2'-0" floor tile ) as specified by the Architect
F4.1 Ground floor 2.36 Lft.
F4.2 Bath room floor. 0.20 Lft.
F5 Pantry and Kitchen Counter Tilling
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
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.
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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 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
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. 30.00 Lft.
H1.2 1" diameter. 40.00 Lft.
H2 Taps and Valves
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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) 2.00 Nos.
H2.3 1" diameter gate valve. 2.00 Nos.
Angle valves shall be brass "Pegler"
manufactured UK or approved equivalent, finish to be chrome plated or approved by the Architect.
H2.4 1/2" diameter angle valve. 3.00 Nos. Bib Tap shall be brass "Pegler"
manufactured UK or approved equivalent, finish to be chrome plated or approved by the Architect.
H2.5 1/2" diameter Bib Tap 1.00 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.
H3.1 2" diameter. 47.00 Lft.
H3.2 Fittings to 2" pipe work 8.00 Nos.
H3.3 4" diameter. 35.00 Lft.
H4 UPVC Pipe Ancillaries
H4.1 Supplying and fixing of uPVC trapped floor gully including Stainless Steel cover with a grating. 2.00 Nos.
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H4.2 Supplying and fixing of uPVC trapped floor
clean out including Stainless Steel grating. 2.00 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 Lft.
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. 1.00 Nos.
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.
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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.
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. 1.00 Nos.
H6.5 Toilet Paper Roll holder 1.00 Nos.
H6.6 Soap Dish 1.00 Nos.
H6.7 Coat hook 1.00 Nos.
H6.8 Hand bidet showers for water closet areas. 1.00 Nos.
H6.9 Shower head 1.00 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. 1.00 Nos.
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 5.00 Nos.
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and outlet connections to complete the manhole in order.
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.
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
K ELECTRICAL INSTALLATION
K1 Main Distribution Board (MDB)
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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. 1.00 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. 1.00 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) 31.00 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. 4.00 Nos.
K5 13A Socket Outlet
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 ) 13.00 Nos.
K6 15A Socket Outlet
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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.
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. 1.00 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. 1.00 Nos.
K9 Data point
K9.1 Supply & installation of Data point 1.00 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. 1.00 Nos.
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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. 1.00 Item
K12 Main wire
K12.1 Supply and installation Main wire from MDB
to Merter Board 11.89 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 Accersories
K14.1 Ceiling fan with fan regulator 6.00 Nos.
K14.2 Door Bell 1.00 Nos.
K14.3 Supply and installation 13w 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. 18.83 Sqr
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PROPOSED BFO QUARTERS FOR GALWILA ECO PARK
SUMMARY
# Description BOQ Amount
A Excavation and Earth Work
B Concrete Work
C Masonry Work
D Water Proofing
E Doors & Windows
F Floor, Wall & Ceiling Finishes
G Painting Work
H Water Supply, Sewerage & Drainage Work
J Builder's Work
K Electrical Installation
L Roof Covering
Sub Total
10% Contingencies
Sub Total
15% Vat
Total
GRAND SUMMARY
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BoQ – EO and FA 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
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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
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
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B1.8 Column Shaft 2.08 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
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
B3.2 Column footing & shaft ( 12 mm ) 640.90 kg
B3.3 Column footing & shaft ( 6.3 mm ) 224.56 kg
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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
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
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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
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 All timber local teak Note
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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.
E1.6 TYPE SD8 ALUMINIUM SLIDING DOOR
2.00 Nos.
E1.7 TYPE SD9 ALUMINIUM SLIDING DOOR
2.00 Nos.
E1.8 TYPE SD10 ALUMINIUM SLIDING DOOR
2.00 Nos.
E1.9 TYPE SD11 ALUMINIUM SLIDING DOOR
1.00 Nos.
E1.10 TYPE SD12 ALUMINIUM SLIDING DOOR
1.00 Nos.
E1.11 TYPE SD13 ALUMINIUM SLIDING DOOR
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.
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E1.15 TYPE W7 ALUMINIUM FRAMED SLIDING
WINDOW
1.00 Nos.
E1.16 TYPE W8 ALUMINIUM FRAMED SLIDING WINDOW
3.00 Nos.
E1.17 TYPE W9 ALUMINIUM FRAMED SLIDING 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
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
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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 ###### 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.
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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
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.
F3.1 Ground floor. 34.22 Sqr.
F3.2 Bath room floor. 2.16 Sqr.
F3.3 Pavement 13.85 Sqr.
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F4 Tile skirting.
Porcelain ceramic tiles skirting (using 2'-0"
x 2'-0" floor tile ) as specified by the Architect
F4.1 Ground floor 917.16 Left.
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 Pantry and Kitchen Counter Tilling
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 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:
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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.
G1.3 Ground floor 79.23 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 ###### 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"
manufactured UK or approved equivalent, finish to be chrome plated or approved by the Architect.
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.
H3.1 2" diameter. 190.00 Left.
H3.2 Fittings to 2" pipe work 32.00 Nos.
H3.3 4" diameter. 130.00 Left.
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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.
H4.2 Supplying and fixing of uPVC trapped floor
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.
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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.
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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" 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
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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
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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
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 15A Socket Outlet
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.
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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
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
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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.
K14.4 Water proof out door light fittings ( 3w LED
light ) 31.00 Nos.
K14.5 Supply and installation 13w LED light 77.00 Nos.
K Electrical Installation
L ROOF COVERING
L1 Roof covering & Roof Frame
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
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PROPOSED EO QUARTERS 02 NOS & FA QUARTERS FOR GALWILA ECOPARK
SUMMARY
# Description BOQ Amount
A Excavation and Earth Work
B Concrete Work
C Masonry Work
D Water Proofing
E Doors & Windows
F Floor, Wall & Ceiling Finishes
G Painting Work
H Water Supply, Sewerage & Drainage Work
J Builder's Work
K Electrical Installation
L Roof
Sub Total
10% Contingencies
Sub Total
15% vat
Total
TOTAL CARRIED TO GRAND SUMMARY
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BoQ – Minor Staff Quarters
PROPOSED BFO QUARTERS FOR GALWILA ECO PARK
Item Description Qty 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'-9" deep in any material except rock requiring blasting and part return fill in and ram and removal of surplus as directed. 6.21 Cube
A2.2 Excavation of trenches for column
foundations up to 3'-1" deep in any material except rock requiring blasting and part return fill in and ram and removal of surplus as directed. 3.24 Cube
A3 Filling & Back filling
A3.1 Filling under floors with gravel or approved quality imported filling material. Spreading, watering and well ramming in 1'-5". Layers. 10.90 Cube
A3.2 Filling Wall foundation with gravel or
approved quality imported filling material. Spreading, watering and well ramming in 2'-6". Layers. 1.32 Cube
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
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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) 12.22 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 0.62 Cube
B1.2 Column footing 0.27 Cube Grade 25, R.C.C. concrete
B1.3 Column footing 0.81 Cube
B1.4 Column Shaft 0.14 Cube
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.
B1.8 Column Shaft 0.68 Cube
B1.9 Pantry area counter 0.17 Cube 6" X 6" Lintols From ground floor level
to stair case covered slab
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B1.10 Lintols 96.99 Lft.
B1.11 Pavement 4.72 Cube
B2 Form Work Plain finish Form Work ( according to
ICTAD classification)
Up to ground floor level
B2.1 Form work for tie beam 3.21 Sqr.
B2.2 Sides of column shafts. 1.92 Sqr. From ground floor level to roof level
B2.3 Sides of column shaft 3.60 Sqr.
B2.4 Foot of Pantry area counter 0.52 Sqr.
B2.5 Sides of Pantry area counter 0.13 Sqr.
B3 Reinforcement up to ground floor level
B3.1 Column footing & shaft ( 10 mm ) 10.53 kg
B3.2 Column footing & shaft ( 6.3 mm ) 1.86 kg
B3.3 Tie beam ( 10 mm ) 161.01 kg
B3.4 Tie beam ( 6.3 mm ) 39.91 kg Ground floor level to roof level
B3.5 Column shaft ( 10 mm ) 90.27 kg
B3.6 Column shaft ( 6.3 mm ) 50.47 kg
B3.7 Pantry and Kitchen Counter 32.35 kg
B Concrete Work C MASONRY WORK
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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. 3.21 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
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.
C2.2 Ground Floor 7.46 Sqr.
C Masonry Work
D WATER PROOFING
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D1 Water Proofing on floors & walls Bath rooms Floors
D1.1 Ground floor 0.40 Sqr. Bath rooms Walls
D1.2 Ground floor. 0.51 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. 10.90 Sqr.
D Water Proofing
E DOORS AND WINDOWS All timber local teak Note All iron mongery supplied by client Note
E1.1 TYPE D1, DOUBLE SASH PANEL DOOR 1.00 Nos.
E1.2 TYPE D2, TIMBER DOOR 2.00 Nos.
E1.3 TYPE D3, TIMBER DOOR WITH LOUVERS ON TOP 1.00 Nos.
E1.4 TYPE SD7 ALUMINIUM SLIDING DOOR 1.00 Nos.
E1.5 TYPE W3 GLAZED WINDOW 3.00 Nos.
E1.6 TYPE W4 GLAZED WINDOW 1.00 Nos.
E1.7 TYPE W10 ALUMINIUM FRAMED
SLIDING WINDOW 1.00 Nos.
E1.8 TYPE W11 ALUMINIUM FRAMED SLIDING WINDOW 1.00 Nos.
E1.9 TYPE FL, ALUMINIUM GLAZED FAN
LIGHT WITH LOUVRE ON TOP 1.00 Nos.
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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
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 Ground floor 8.58 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 31.40 Sqr.
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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 196.48 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 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:
F1.6 Ground floor 388.82 Lft.
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.
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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.
F3.1 Ground floor. 10.50 Sqr.
F3.2 Bath room floor. 0.40 Sqr.
F4 Tile skirting. Porcelain ceramic tiles skirting (using
2'-0" x 2'-0" floor tile ) as specified by the Architect
F4.1 Ground floor 2.36 Lft.
F4.2 Bath room floor. 0.20 Lft.
F5 Pantry and Kitchen Counter Tilling
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
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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
H WATER SUPPLY, SEWERAGE & DRAINAGE WORK
H1 Cold Water Installation
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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. 30.00 Lft.
H1.2 1" diameter. 40.00 Lft.
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) 2.00 Nos.
H2.3 1" diameter gate valve. 2.00 Nos.
Angle valves shall be brass "Pegler"
manufactured UK or approved equivalent, finish to be chrome plated or approved by the Architect.
H2.4 1/2" diameter angle valve. 3.00 Nos. Bib Tap shall be brass "Pegler"
manufactured UK or approved equivalent, finish to be chrome plated or approved by the Architect.
H2.5 1/2" diameter Bib Tap 1.00 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
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any location or laid through ground soil where necessary.
H3.1 2" diameter. 47.00 Lft.
H3.2 Fittings to 2" pipe work 8.00 Nos.
H3.3 4" diameter. 35.00 Lft.
H4 UPVC Pipe Ancillaries
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 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
H5.2 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
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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. 1.00 Nos.
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.
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. 1.00 Nos.
H6.5 Toilet Paper Roll holder 1.00 Nos.
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H6.6 Soap Dish 1.00 Nos.
H6.7 Coat hook 1.00 Nos.
H6.8 Hand bidet showers for water closet areas.
1.00 Nos.
H6.9 Shower head 1.00 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. 1.00 Nos.
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.
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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
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. 1.00 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 1.00 Nos.
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complete the electrical installation to good working order.
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) 31.00 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. 4.00 Nos.
K5 13A Socket Outlet
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 ) 13.00 Nos.
K6 15A Socket Outlet
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.
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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 )
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. 1.00 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. 1.00 Nos.
K9 Data point
K9.1 Supply & installation of Data point 1.00 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. 1.00 Nos.
K11 Earthining Arrangement
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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 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 Accersories
K14.1 Ceiling fan with fan regulator 6.00 Nos.
K14.2 Door Bell 1.00 Nos.
K14.3 Supply and installation 13w LED light 31.00 Nos.
K Electrical Installation
L ROOF COVERING
L1 Roof covering & Roof Frame
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
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PROPOSED BFO QUARTERS FOR GALWILA ECO PARK
SUMMARY
# Description BOQ Amount
A Excavation and Earth Work
B Concrete Work
C Masonry Work
D Water Proofing
E Doors & Windows
F Floor, Wall & Ceiling Finishes
G Painting Work
H Water Supply, Sewerage & Drainage Work
J Builder's Work
K Electrical Installation
L Roof Covering
Sub Total
10% Contingencies
Sub Total
15% Vat
Total
GRAND SUMMARY
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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
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DRAWINGS (LIST)
SECTION 8
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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
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STANDARD FORMS (BID)
SECTION 9
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ENVIRONMENT SOCIAL MANAGEMENT PLAN
CONSTRUCTION OF OFFICE BUILDINGS & QUARTERS
ECOSYSTEM CONSERVATION AND MANAGEMENT PROJECT
SECTION 10
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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.
Entire construction period and construction sites.
NA Contractor
Respective RFO
1.3 All works should carried out in such a
Entire construction
NA Contractor
Respective RFO
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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
Entire construction period and construction sites.
NA Contractor Respective RFO Field Assistants/FD
1.5 Limit activities to day light working hours from 8.00 am to 5.00 pm
Entire construction period and construction sites.
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.
Entire construction period and construction sites.
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.
Entire construction period and construction sites.
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
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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
Entire construction period and construction sites.
NA Contractor Respective RFO EO-PMU
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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.
Entire construction period and construction sites.
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.
Entire construction period and construction sites.
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.
Entire construction period and construction sites.
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.
Entire construction period and construction sites.
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
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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.
Entire construction period and construction sites.
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.
Engineering cost Rs:…………
Contractor
Engineer - PMU Respective RFOs EO-PMU
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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.
Engineering cost Rs:…………
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.
Entire construction period and construction sites.
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
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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.
Entire construction period and construction sites
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.
Entire construction period and construction sites
NA Contractor
DFO Respective RFO
8.2 If labour camps are required to house
Entire construction
NA Contractor
DFO
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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
Engineering cost Rs:…………
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.
Entire construction period and construction sites.
NA Respective DFO Contractor
EO-PMU SDO-PMU
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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
Engineering cost Rs:…………
Contractor Respective RFO
10.3 Any noise pollutions should be controlled/minimized
Entire construction period and Construction sites
NA Contractor Respective RFO
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
Entire construction period and Construction sites
Engineering cost Rs:…………
Contractor Respective RFO
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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
NA Contractor Respective RFO
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.
Entire construction period and Construction sites
NA Contractor Respective RFO
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
Bidding Document – Proposed Construction of officer’s quarters in Galwila Eco Park
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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.
Entire construction period and Construction sites
NA Contractor Respective RFO
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
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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
Entire construction period and Construction sites
NA Contractor Respective RFO
CONCERN 14: OTHER SOCIAL CONSERNS
14.1 No child labors are used for any purpose of the contract
Throughout the project period
NA Contractor Respective RFO
14.2 Local people shall be employed in the project activities where possible and no gender discrimination is expected.
Throughout the project period
NA Contractor Respective RFO