Bill No 1.1
JTI Philippines - Flex Reconstruction - Warehouse to Make Pack Production
030A7718
BOQ: Architectural & Dismantling
TOTAL SUM
DIVISION NO.
DIVISION TITLE
Division 00
Division 02
Division 03
Division 08
Division 09
Division 10
Division 19
Division 20
Division 21
Division 22
General & Preliminaries
Demolition Work
Concrete Work
Doors and Windows
Finishes
Specialities
Waste Disposal
Profit & Management
Special fees
Insurance
Call Box and Rest Room Rearrangement
Temporary Site Facilities
SUM
8,173,986.00
3,022,910.00
2,904,900.00
3,135,765.00
29,713,426.00
Out of Scope
Included in Preliminaries
6,912,639.00
434,330.00
269,377.00
3,983,989.00
27,856,669.00
86,407,991.00
TOTAL SUM
Less : Deductions
1.0
Review of General & Preliminaries
(397,795.00)
2.0
Approval on modification of slab and plinth demolition
along Gridline-13 and removal of armor joint
(750,000.00)
3.0
Deletion of Restroom Re-arrangement scope as
instructed by JTI
NET TOTAL SUM
(1,060,196.00)
(2,207,991.00)
84,200,000.00
Bill No 1.1
JTI Philippines - Flex Reconstruction - Warehouse to Make Pack Production
030A7718
BOQ: Architectural & Dismantling
Div. 00
Item
General & Preliminaries
Description
01.00
General & Preliminaries
01.00.01
General
1. General
1.1 STRUCTURAL MATTERS
Qty
Unit
Unit Rate
Total
Advice
A. Bidder to determine reinforcement, concrete class and quality
specifications for all items metioned in Div. 3 Concrete Work and
Metal framing to drywalls Bidder will be commited to provide
appropriate structure calculation
1.2 RELATED DOCUMENTS
Advice
A. Drawings and general provisions of the Contract, including
General and Supplementary Conditions, bearing load schedule,
Bidder's structural design and calculation, and other Related
Specifications Sections, apply to this Section.
01.00.02
1.3 SUMMARY
This section includes the following:
A. Concrete Work
Foundation, Concrete wall to doors and suchlike must be based
on bidder's calculation
Advice
2.Metal Structure
Framing to drywalls must be based on bidder's calculation
Advice
Pricing Generally
A. Offer must include labour, equipment, purchase, transport and
assembly costs, etc., costs of cleaning the assembly site, removal
of refuse and cleanup after assembly. Certificates, approvals,
conformity declarations must be presented for all installed
equipment and materials. Assembly work is to be carried out as
per the project, subject to local norms and supplier's instruction of
materials and equipment.
Advice
B. The Contractor shall satisfy himself as to the meaning of every
item in the Bills of Quantities and the rates and prices inserted by
him will be deemed to cover all his obligations under the Contract
and all matters and things necessary for the proper construction,
and completion of the Works including, but not by way of limitation,
all temporary work required (including any that may be required by
sub-contractors, whether nominated or otherwise).
Advice
C The prices shall include for all materials and labour and for the
provision and use of all plant - whether mechanical or nonmechanical required for the expeditious carrying out of the Works
in their proper sequence -for shifting, altering and adapting such
temporary work and plant as may be required during the progress
of the Works and removing at completion and making good any
surfaces disturbed; and if not included in any prices inserted
against the Conditions of Contract Clauses above; for the work in
connection with measurements and the final account; for profit;
and for all other establishment charges and on costs of whatever
nature.
Advice
Item
Description
Qty
Unit
Unit Rate
Total
D. No claim for additional payment will be allowed for any error or
misunderstanding by the Contractor in these respects, and the
Contractor acknowledges that all contract documents are
complementary and if any item is included in any of them shall be
deemed included in all.
Advice
1.2 Quantities
Advice
A. The Contractor shall not use the Quantities given in the Bills of
Quantities as a basis for ordering materials until he has satisfied
himself from the Drawings and Site information so that the
Quantities are given correct for the work to be executed.
The quantities given in BOQ are to be considered as net quantites
and should include all waste.
B. Quantities in Bills
The given quantities of the object to be checked for correctness
and implemented if necessary. Any changes must be submitted to
the architect, based on documentation. The changes must be
approved by the architect. Cuttings, fixing materials and
accessories, if not explicitly described, must be included in the
relevant positions. An on-site appointment, before tender, is
strongly advised.
Advice
1.3. Provisional Sum
Advice
A. The term 'Provisional Sum' shall mean a sum provided for
works or for costs which cannot be entirely foreseen, defined or
detailed at the time the tender documents are prepared. Such
sums shall be used in whole or in part as directed by the Engineer
& shall be deemed to be inclusive of any profit required by the
contractor,unless otherwise indicated.
1.4. Visiting the Site
Advice
A. The Contractor is advised to visit the site of the proposed
Works in order to ascertain the prevailing site conditions and to
obtain all information necessary for costing and executing the
Works.
1.5. GENERAL MATTERS
A. Provide for the following General Matters in the Unit Rates of
Measured Work.
Advice
1.Plant and Tools.
2.Setting out the works.
3.Holiday with pay.
4.Transportation of materials and plant.
5.Site organization with regards to employment of Foreman-inCharge, Storekeeper, Cleaner, and Security Guard.
6.Lighting and Power.
7.Programme and progress Chart.
8.Collection & payment of NIS contributions.
1.6. Contract
A. The Bills of Quantities have been prepared in accordance with
the General Conditions of contract, Form of Tender and
Agreement.The Conditions of contract should be carefully read as
such conditions may have a considerable bearing on the tender.
Advice
Item
Description
Qty
Unit
Unit Rate
Total
1.7 The tender breakdown
A. The selected Contractor will be required to provide the Engineer
with a full & detailed Tender break-down upon being awarded the
Contract. This Tender breakdown is to show the actual
calculations of the Preliminaries, the labour, plant and material
costs of the Works, the build-up of unit rates with on-costs and
over-heads & any other allowances.
1.8 Other Matters
A. Allow for the following Insurance's:
(1) Contractor's All Risk Insurance
The Insurance must be for the entire contract period.
(Construction Period + Defects Liability Period)
(2) Public Liability Insurance
The Insurance must be for the entire contract period.
(Construction Period + Defects Liability Period)
Advice
3) Employer's Liability Insurance
The Insurance must be for the entire contract period.
(Construction Period + Defects Liability Period)
B. Allow for surety for providing Mobilization Advance.
C. Allow for surety for providing Performance Bond. Bond to be
valid until the defects liability period has expired.
D. Allow for progress photographs, 12 exposures per month. Allow
for the removal of debris.
E. Allow for the safety and health of workers and keep on site an
adequate First Aid Kit.
Advice
4. Requirements for scaffolding
A. Equipment being used for the erection of scaffolding, lifting
equipment as well as mounting at heights, which means including
full equiped PPE full body harness etc. The installation will be
installed inside at a maximum of 11 m above the floor, however
outside by 15,00 m height.
Advice
B. The other type are mobile scaffolding, lifts and ladders for all
installation works in the number, types and sizes suitable for work,
including delivery, assembly, maintenance, reassembling,
disassembly and removal, if necessary .
Advice
C. The scaffold must comply with local standards, health and
safety regulations and accident prevention.
It is recommended to check the site before.
Advice
Item
Description
01.00.03
General Obligations
1. Basic Commitment
Qty
Unit
Unit Rate
Total
Advice
A. The Bidder is committed to check the soil condition, particular
the part dedicated to NTM Warehouse
B. The Bidder is committed to provide a structural design and
structural calculation for whole project
part.
C. The Bidder is committed to provide a structural design and
structural calculation for whole project
part.
Advice
D. The Bidder is committed to provide a construction permission
and as well all required permission for authorized handover of the
whole building, if needed partially
E. The Bidder is committed to clarify all fire protection matters in
E: The Contractor shall be responsible for coordinating all
Builder's Work Drawings & Working Drawings including SubContractors, Statutory Undertakings, Nominated sub-contractors,
Contractors or others employed direct in connection with the
Works so that each may be installed in such a manner as to
ensure proper performance and adequate fixing to the structure &
to avoid conflicts in the positioning of the various ducts, pipes,
cables, other items of services installation & other like items
Advice
F. The Contractor shall employ a competent person experienced
in the coordination of engineering and other installations to
perform this duty. He shall arrange for his own Sub-Contractors,
Statutory Undertakings, Nominated Sub-Contractors, Contractors
or others employed direct to attend necessary coordination
meetings. Any amendments to the Builder's Work Drawings and
Working Drawings consequent upon the coordination of the
various installations shall be made by the Sub-Contractors or
others concerned prior to such drawings being submitted to the
Engineer for approval.
Advice
G. The Contractor shall be responsible for ensuring that the SubContractors, Statutory Undertakings, Nominated Sub-Contractors
and others programme this work and provide him with information
regarding Builder's Work in reasonable time relative to his own
construction programme
Advice
Item
Description
H. The following documents are based on the specifications:
Qty
Unit
Unit Rate
Total
Advice
The following technical specifivation has been prepared based on
the information provided to us, in accordance with the current
general rules in terms of technically correct manner.
I. The individual items are to be checked for feasibility by the
contractor.
01.00.04
Commissioning and acceptance matters
A.
Commissioning and acceptance matters
Commissioning and acceptance
The offer must also include necessary technical commissioning in
order to use it of the local codes of Technical inspection,
performance measurements, noise level measurements, etc.
The following services are to also be included in the labour costs:
a. Pressure measurements in all important places for all
production modes
b. A control check of mechanical and electrical functionality of all
delivered parts
c. Documentation of all measurement values and trials, take over
of all important data for as-built drawings
B.
Comissioning
It might that case, that particular installation should have not been
checked concerning its completion due to weather or climate
conditions, its formal commissioning will take place only after
completion of a performance test of all their components. The
warranty period will begin on the day of its start-up.
C.
Advice
As-built contant
After work completion the contractor shall implement
any and all changes into the drawings and submit as full As-built
documentation, including equipment manuals, technical data
sheets, certifications, conformity declarations.
As-built documentation content: The Contractor is supposed to
complete and submit until the date of commissioning at the latest
the following documents:
a. assembly plans (plans, cross sections, schematics) in five
copies, of which one should be a copy on CD-ROM
b. Five sets in archive file of instruction, material certifications
manuals etc. with descriptions of all of the component parts
c. Functional description
d. Technical documentation, descriptions, list of spare parts
e. Maintenance manuals incl. maintenance periods,
acceptance records
Advice
Advice
Advice
Item
Description
01.00.05
Overheads
01.00.05.1 a
Site Facilities establishment
Qty
Unit
Unit Rate
Total
1.00 LS
0.00
8,173,986.00
LS
0.00
included
Site Facilities
Provide and establish to construction site all Equipment,
scaffolding, tools and other items, which are necessary contract
wise for execution of construction works in the dedicated area.
Establish the required fixed site facitilites like offices,
accommodation, Workshops, storage facilities toilet & washing
facilities and suchlike for contractor's matters, if required transfer
and set up.
Power, water, phone connection and waste disposal facilities if
necessary to be supplied to the dedicated construction site.
Provide on demand, access roads to the construction site as well
as storage areas, miscellaneous sitewalk and suchlike.
Construction site facilities to be provided if required
other Matters
Mass area for workers and barrier to prevent persons from coming
into contact with the works.
Provide for the protection of all sections of the Works from
inclement weather
Overheads for Maintaining and operation of devices, tools means,
mines, fees etc. are not included in lump sum. Service for
operation of those devices, tools to be implemented in Unit Rate
for all services in the specifications
02.00.05.2 b
Site Facilities removal
1.00
Construction site of all equipment, tools and such like to be
dismantled and removed from the construction site.
Used areas, road and site walk to be reconstructed the initial
condition while preserving the landscape
in appropriate manner. Remove all waste and contaminants
accordingly.
Lump Sum to be considered for all services given in the
specifications.
Summary Div 00 General & Preliminaries
8,173,986.00
JTI Philippines - Flex Reconstruction - Warehouse to Make Pack Production
Bill No 1.1
BOQ: Architectural & Dismantling
Div.2 Demolition Work
Item
Description
01.02
Div.02 Demolition Work
01.02.00
General
Qty
030A7718
Unit
Unit Rate
Total
Reconstruction General 1
1. General
This section includes the following:
A. Demoliton Work
2. Demolition work Content
A. All demolition goods to be removed completaly from the
construction site and taken over into contractors property
B. Existing material dedicated to reinstall to be dismtantled very
carefully and stored laterally
C. Build up the temporary protection wall to separate the operated
factory from construction site.
D. Provide always appropriate housekeeping during the entire
demolition work at all related sections
E. Standards and Approvals to Demolition Work
Reconstruction Work and Demolition to be provided in accordance
with FM Global requirement and ASTM.
01.02.01
Walls & Slab
01.02.01.1 a
Drywall
2,355,055.00
880.00 m²
1,031.54
907,755.00
2
100.00 m
3,940.42
394,042.00
3
18.00 m
21,716.67
390,900.00
3
18.00 m
21,716.67
390,900.00
Existing drywall, thk. 20 cm consisting of double gypsum
board layer, cladded on both side, mineral wool layer,
metal framing to be dismantled and removed completely
from the construction site including substructure as metal
studs framing and suchlike.
All demolition goods to be taken over into contractors
property
Refer to drawing No. M&P 02
01.02.01.2 b
Concrete plinth wall, GL 13
Existing reinforced concrete plinth wall including own
foundation, thk. 20 cm, 120 cm high in partition of GL. 14
to be dismantled and completely removed from the
construction site. All demolition goods to be taken over
into contractors property
Refer to drawing No. M&P 02
01.02.01.2 c
Concrete Slab on grade. GL 13
Existing concrete slab on grade along GL. 13/14, thk 20
cm to be cut on both side of the Gridline between existing
armored joints, strip of concrete approx. 100 cm witdh in
order to to allow appropriate separatation of adjacent slab
left and right.
All demolition goods to be taken over into contractors
property. (the armored joints in place)
Refer to drawing No. M&P 02
01.02.01.2 d
Concrete Slab on grade. GL 6
Item
Description
Qty
Unit
Unit Rate
Total
Existing concrete slab on grade along GL. 6, thk 20 cm to
be cut on both side of the existing Gridline, further a strip
of concrete approx. 100 cm to be removed, in order to
build up foundation for new plinth wall and to allow
appropriate separation of adjacent slab left and right.
All demolition goods to be taken over into contractors
property
Refer to drawing No. M&P 02
01.02.01.2 e
Concrete Wall, GL. 13
2
50.00 m
5,429.16
271,458.00
Existing reinforced concrete wall to doors, thk. 30 cm, 4,50
m high in partition of GL. 13/14 to be dismantled and
completely including foundation removed from the
construction site including part within the slab on grade
and suchlike up to 20 cm depth. All demolition goods to be
taken over into contractors property
Refer to drawing No. M&P 02
01.02.02
Doors & Windows
03.08.03.05.1 b
Existing steel door 1000x2500 mm
622,532.00
5.00 PC
16,287.40
81,437.00
1.00 PC
69,937.00
69,937.00
2.00 PC
69,937.00
139,874.00
1.00 PC
110,428.00
110,428.00
2.00 PC
110,428.00
220,856.00
Existing fire rated steel door, size: 1000 x 2500 mm to be
dismantelt fully incl. door jamb and store laterally for
recovery
Refer to drawing No. M&P 01
03.08.03.05.1 b
Fast Speed Door, 3000x4000 mm
Existing fast speed door, size: 3000 x 4000 mm to be
dismantelt fully including drive, control box and stored
laterally for recovery in later stage.
Refer to drawing No. M&P 01
03.08.03.05.1 b
Fast Speed Door, 4000x4000 mm
Existing fast speed door, size: 4000 x 4000 mm to be
dismantelt fully including drive, control box and stored
laterally for recovery in later stage.
Refer to drawing No. M&P 01
03.08.03.05.1 b
Fire Sliding Door EI 60, 3000x4000 mm
Existing fire sliding door, size: 3000 x 4000 m to be
dismantelt fully including drive, control box and stored
laterally for recovery in later stage.
Refer to drawing No. M&P 01
03.08.03.05.1 b
Fire Sliding Door EI 60, 4000x4000 mm
Existing fire sliding door, size: 4000 x 4000 m to be
dismantelt fully including drive and stored laterally for
recovery in later stage.
Refer to drawing No. M&P 01
01.02.03
Racking
01.02.03.1 a
Existing Racking Dismantling
Existing racking to be dismantled, store laterally and
reinstall in accordance to attached drawing
Dismantle of existing heavy duty, drive in
pallet racking including all belonging parts and store
lateraly. Build up later this section to dedicated place
within the extension
the palete racks according to architectural layout and
General specifiaction.
Type: 6 Level Pallet Racking up to 11,00 m height
Refer to drawing No. M&P 01
0.00
2,300.00 lm
0.00 Out of Scope
Item
Description
Qty
Unit
Unit Rate
Total
01.02.04
Block-outs to Walls
01.02.04.1
Block-out in dry wall D 50 mm
Provide block-outs to dry wall GL. 13.14, D 50 mm
1.00 PC
438.00
438.00
01.02.04.2
Block-out to dry wall D 150 mm
Provide block-outs to dry wall GL. 13/14, D 150 mm
3.00 PC
948.67
2,846.00
01.02.04.3
Block-out to dry wall D 400 mm
Provide block-outs to dry wall GL. 13/14, D 400 mm
2.00 PC
1,520.00
3,040.00
01.02.04.4
Block-out to dry wall D 500 mm
Provide block-outs to dry wall GL. 13/14, D 500 mm
2.00 PC
1,702.50
3,405.00
01.02.04.5
Block-out to dry wall 250x250 mm
Provide block-outs to dry wall GL. 13/14, 250 x 250 mm
3.00 PC
1,337.67
4,013.00
01.02.04.6
Block-out to dry wall 300x300 mm
Provide block-outs to dry wall GL. 13/14, 300 x 300 mm
1.00 PC
1,703.00
1,703.00
01.02.04.7
Block-out to dry wall 400x400 mm
Provide block-outs to dry wall GL. 13/14, 400 x 400 mm
3.00 PC
2,067.33
6,202.00
01.02.04.8
Block-out to dry wall 720x350 mm
Provide block-outs to dry wall GL. 13/14, 720 x 350 mm
1.00 PC
2,675.00
2,675.00
01.02.04.9
Block-out to dry wall 720x350 mm
Provide block-outs to dry wall GL. 13/14, 720 x 350 mm
1.00 PC
2,675.00
2,675.00
01.02.04.10
Block-out to dry wall D 150 mm
Provide block-outs to fire rated dry wall REI 120, GL. 6,
D 150mm
4.00 PC
437.75
1,751.00
01.02.04.11
Block-out to dry wall 350x1300 mm
Provide block-outs to fire rated dry wall REI 120, GL. 6,
350 x 1300 mm
1.00 PC
3,040.00
3,040.00
01.02.04.12
Block-out to dry wall 1100x2100 mm
Provide block-outs to fire rated dry wall REI 120, GL. 6,
1100 x 2100 mm
1.00 PC
3,892.00
3,892.00
01.02.04.13
Block-out to dry wall 260x540 mm
Provide block-outs to dry wall GL. E, 260 x 540 mm
1.00 PC
1,155.00
1,155.00
01.02.04.14
Block-out to masonry wall 300x500 mm
Provide block-outs to masonry wall GL. C/6-7,
300 x 500 mm
1.00 PC
4,256.00
4,256.00
01.02.04.15
Block-out to masonry wall 1700x2100 mm
Provide block-outs to masonry wall GL. C,
1700 x 2100 mm
1.00 PC
1,192.00
1,192.00
01.02.04.16
Block-out to masonry wall 700x1300 mm
Provide block-outs to masonry wall GL. C/6-7,
700 x 1300 mm
1.00 PC
3,040.00
3,040.00
01.02.05
Other Items
01.02.05.1 a
Any other items
45,323.00
0.00
1.00 LS
0.00
0.00
Any other items not included in this section but considered
by the Contractor to have a monetary value are to be
listed and priced hereunder:
Summary Div . 02 Demolition Work
3,022,910.00
JTI Philippines - Reconstruction
Bill No 1.2
BOQ: Building, Constrution, Interior
Div.4 Masonry
Item
Description
01.03
Div.03 Concrete work
01.03.01
030A6315
Qty
Unit
Unit Rate
Total
General
1. 1 General
A. Bidder to determine reinforcement, concrete class and quality
specifications for all items metioned in Div. 3 Concrete Work.
Bidder will be commited to provide appropriate structure
calculation
Advice
1.2 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including
General and Supplementary Conditions, bearing load schedule,
Bidder's structural design and calculation, and other Related
Specifications Sections, apply to this Section.
1.3 SUMMARY
Advice
Advice
A. This section includes the following:
1. Rectification of existing concrete slab on grade
2. Concrete walls
1.4 Standards and Approvals
Advice
A. Slab on grade treatment
Surface treatment of the concrete is carried out with wing
smoothing as subbase for anepoxy-resin-coating to
be applied later on. Flatness tolerances for buildings construction
to be considered in accordance with building code DIN 18215
C. When it comes to jointless slab on grade on the following
standards in terms of slop to be taken into account
Advice
Production Stage DIN 18202
2. Performance
Advice
A. The Concrete work to be provided in a technically
correct manner including works and all related works,
supporting system, all necessary fixings, fittings and
accessories, complete as shown on structural and
architectural drawings and as per specifications
B. The soil excavation has to be taken into account for
the foundations and frost protection walls, the
load-bearing capacity of the foundation bed is to be
proved by an appropriate Foundation
Advice
Concrete Work General Advice
Advice
C Analysis of the Contractor, eventual soil exchange or
soil stabilization under the foundations and frost
protection walls has to be taken into account by the
Contractor.
Advice
D. The contractor shall inspect, check the subsoil of construction
site propoerly. Preparation of the construciton site shall include, if
needed soil stabilization with hydralic binders and Course layer of
25 cm thickness.
Required soil density of compaction to achieve
Deformation Modulus of EV2 =100 MN/m² as well as a
EV2/EV1-Value < 2,0 is required. This has to be checked
continuously by the Contractor.
Item
Description
E. The Contractor is solely responsible for the measures against
the arising of shrinkage cracks. He might use non-shrinking
cement types resp. shrinkage-minimizing additions, the
arrangement of shrinkage fields and/or the arrangement of
shrinkage joints that are to be cut-in (they are to be respectively
coordinated with the flooring materials
Qty
Unit
Unit Rate
Total
Advice
F. The quality of the surface has to be adapted to the
flooring applied later on (a finishing is eventually required). If
shrinkage joints are cut-in or prepared in a different way, then
these ones have to be coordinated with the joint route of the
topsoil.
G.For the performance of Concrete- and Reinforced-ConcreteWork the Standards are valid.
Deviating from this the entire base plate with a tolerance in height
of maximum 1 cm is admissible.
Advice
H.It has to be absolutely taken care of the keeping dry of the
foundation place during the construction period.
I. All Concrete- and Reinforced-Concrete-Work
J. Reinforement to comply with Building code DIN 488. Deformed
high yield steel bar BSt 500S; complete as per structural
calculation/specs and shown on structural drawings.
Advice
For installation of any overhead reinforcement Scaffoldings
according to DIN EN 12812 to be applied
K. The Rules for concrete areas as exposed concrete, which
remain not plastered, are valid for all reinforcements, they are to
be deburred / trimmed. All concrete defects as rock pockets are
to be remedied. The edges have to be broken with triangular
ledges / chamfer strips.
Advice
Recesses for gutter- and floor-gullies are to be taken
into account as possible obstruction
L. The concrete quality and thickness of the sub-base, base plate,
foundations etc. is to be taken from the structural calculation resp.
the Soils Analysis. The same is valid for the structural and
constructive
reinforcement.
Advice
M. Welding-on plates, anchor slits, Halfen bolts, conduitsetc., as
far as they are required for the placing and fixing of supporting
parts (grids, doors etc.), have to be mounted by the Contractor
during his work.
N. The Bidder has to judge by itself, what is required as anchoring
rails, anchor welding plates, dowel rails with anchors for masonry
connections, grounding- and equipotential measures and suchlike
for suspended ceilings, facade fastening and equipment
within the framework of concrete work.
Advice
O. All transitions between concrete plates and pavement areas
are to be constructed with a stainless steel profile A-stainless
steel-angle as edge protection and in a professional manner.
Advice
P. The soil loading has to be taken from the general plan of the
structural calculation. The base plate has to be smoothed in the
area of the graded base plate.
Advice
R. Required settlement- and expansion-joints are to be
coordinated with the Structural Engineer. A great importance has
to be attached to a flush floor in all areas. Thresholds or steps are
inadmissible. A galvanized grounding strip (earthing) with the
required number of connecting lugs has to be mounted into the
base plate resp. foundations.
Item
Description
01.03.02
Cast-In-Place Concrete
Qty
Unit
Unit Rate
Total
2,866,826.00
Reinforced concrete (concrete quality) at 28 days
Advice
Reinforced concrete (concrete quality) at 28 days
compressive strength with ordinary cement, including
all necessary formwork complete as shown on the
drawings and as per specifications
01.03.02.1 a
Rectification of concrete slab on grade. thk. 20 cm
3
18.00 m
14,880.72
267,853.00
3
18.00 m
14,880.72
267,853.00
128.00 lm
10,858.33
1,389,866.00
105.00 m2
6,337.43
665,430.00
50.00 m2
5,516.48
275,824.00
Concrete slab on grade, thk. 20 cm including all longitudinal and
transverse joints along GL 13/14 after dismantling of existing
concrete wall and plinth to be rebuilt.
Reinforcement and joint layout as well as the materials +
additional services to be calculated in this scope of work.
Strength epoxure class C3 0/37.
Refer to drawing No. M&P 02
01.03.02.2 b
Rectification of concrete slab on grade. thk. 20 cm
Concrete slab on grade, thk. 20 cm including foundation to new
plinth wall along GL 6 after cutting existing concrete. The existing
layer of basecourse to be added and compacted in a technically
correct manner.
Reinforcement as additional service to be calculated in this scope
of work.
Strength epoxure class C3 0/37.
Refer to drawing No. M&P 02
01.03.02.3 c
Armored Joint Profile
Supply and install of armored joint profile made of stainless steel
dedicated to slab on grade to item upon the GL. 6
to be mounted in a technically correct manner including supporting
system, all necessary fixings, fittings and accessories, complete
to achieve a seamless concrete as shown on architectural
drawings and as per specifications
Brand: HSD Type KS 170 + in VA or equal
Refer to drawing No. M&P 02
01.03.02.4 d
Concrete plinth to GL 6, thk 150 mm
Execution of concrete reinforcement plinth wall including
reinforcement to the fire rated wall at GL. 6, exposure class up to
bidder's proposal, however no less than min. C 30/37 including
foundation
Refer to drawing No. M&P 02
01.03.02.5 e
Concrete Wall to doors
Execution of concrete reinforcement wall including reinforcement
to door openings at GL. 6, exposure class up to bidder's proposal,
however no less than min. C 30/37 including foundation
Refer to drawing No. M&P 02
01.03.03
Other Items
01.03.03.1a
Excavation including trimming
01.03.03.2b
Backfill with compaction using excavated materials
01.03.03.3c
Base course gravel, t=200mm
01.03.03.4d
Top Base Course; t=50mm
Summary Div . 03 Concrete Work
38,074.00
3
271.44
8,444.00
3
7.78 m
428.06
3,329.00
3
15.55 m
1,677.00
26,085.00
3
3.90 m
55.38
216.00
31.11 m
2,904,900.00
Bill No 1.1
JTI Philippines - Flex Reconstruction - Warehouse to Make Pack Production
030A7718
BOQ: Architectural & Dismantling
Div.08 Door
Item
Description
01.08
Div.08 Doors
General
A.
Doors - General Advice 1
A Flatness tolerance according to DIN 18202, Sound insulation in
accordance with DIN 4109
Fire-proof doors - according to planning in accordance with DIN
4102 and 18095 - as galvanized steel construction, primed and
varnished, colour RAL 7021 or according to selection of the
Architect,
The dimension of door/gate frame (construction depth and visible
width) given in the tender are binding with regard to the
architectural appearance.
If offering alternatives to the tender specification, the contractor is
obligated to proof that his system is equal in quality to the system
requested by the tender.
B.
Doors - General Advice 2
B. The tendered works are to be executed in a manner that they
meet all EN standards, all local standards,
regulations. In case of contradiction, the standard that describes
the highest quality must be taken into consideration and executed.
C. Thermal insulation materials
Only non flammable thermal insulation in temperature-, weather-,
rot-, mold proof quality is to be used. Intrusion of moisture must be
prevented to ensure a good thermal insulation.
C.
Doors - General Advice 3
D Heat Insulation
Thermal bridges are not allowed. Condensation must be prevented
by appropriate design solutions.
E Surface Protection
All profiles are to be protected until handover using protective foils.
Scratched profiles at handover will not be accepted.
F Handover procedure
When it comes to handover, all doors to be provided including full
functionality as an operable device.
G In terms of Access control electro magnetic latch to be
considered based on attached door schedule
Qty
Unit
Unit Rate
Total
Item
Description
D.
Doors - General Advice 4
Metal Windows and doors to be provided in a technically correct
manner including works and all related works, supporting system,
all necessary fixings, fittings and accessories, complete as shown
on structural and architectural drawings and as per specifications
All inner and external doors to be provided including transom and
overhead glazed panel. The height of all doors including transom is
supposed to be 300 cm generally. Miniumum width of 90 cm to be
considered
01.08.01
Doors (incl. Hardware)
General
A.
Doors - General Advice 1
A. All works to be provided including all required Preliminary- and
Secondary Work., all necessary fixings cutting and all related
works, supporting system, fittings, trims, complete as shown on
architectural drawings and in a technically correct manner.
Substructures: All necessary and needed sub-constructions
B.
Doors - General Advice 2
B. Steel doors are to be constructed with glass cut outs for visual
connection e.g. 30 x 140 cm or as specified by Architect and as
defined in JTI standard sheets.
Galvanized and powder-coated steel (hot dip) doors RAL 7021,
including all necessary fixings, fittings, ironmongery, kick plates
and accessories, complete as shown on drawings and as per
specifications
All steel doors to be provided including transom or overhead glass
element. The height of all aluminium doors including transom is
supposed to be 300 cm generally
Lock Set - General Advice 3
B. Authority mortise lock, prepared for sectional cylinder, hardware
and handle set: stainless steel, heavy-duty type, as protective
hardware with cylinder covering, screwed from inside, intermediate
doors within the Office unit with warded lock and per 3 keys.
Doors of rooms open to public, social rooms as well as for
circulation areas have to be suited to extreme load. Doorstops are
to be mounted as required in coordination with the Building Owner.
C. In terms of access control a proper electric door stricke and
contact tronic to be implemented.
Qty
Unit
Unit Rate
Total
Item
Description
Qty
Unit
Unit Rate
Total
Steel Doors - General Advice 4
Security bolts 1 steel bolt (over a height of 1880 mm with 2 bolts,
over a height of 2005 mm with 3 bolts)
HBS 90 F-2: 3 steel bolts
Fitting to Brickwork at least 215 mm
Concrete walls at least 150 mm
Partition walls 150 mm
Gas concrete (stone slabs or concrete precision blocks)
Strength class G4-GP4 at least 175 mm thick
Gas concrete as reinforced slabs
Strength class G4 at least 175 mm thick
Steel Door Hardware - General Advice 5
D. Door hardware:
Exit doors are to be constructed with panic lock,
Handle set FSB, Model: 1076, stainless or absolutely equal,
01.08.01.01
Brand: Simons Variant Heavy Duty stainless steel, load capacity
up to 400 kg, opening with angle 180° degree or absolutely equal,
Fire Resistant Steel Doors
423,475.00
Advice Fire rated doors EI 60
Fire rated doors EI 60 in accordance with fire report provided by
bidder. Quantity according to Door Schedule and architectural
layout.
01.08.01.01.1 a
Fire rated Steel Door 1120x3000 mm
Supply and assembly of fire resistant Fire-rated door Door leaf
including door jumb, rebated on 3 sides, thick rebate. System
corner jumb 2.0 mm thick, 30 mm floor recess Chloroprene sealing
profile Welded-on grouting lugs / anchor brackets
Lockset Mortice lock with lever / knob DIN 18250 prepared for
profile cylinder Deadlock insert with key
3.00 PC
141,158.33
423,475.00
Item
Description
Qty
Unit
Unit Rate
Total
Handling:
All hardware as handle, hinges and door closer to be provided as
described in general advice, however Fire-proof lever handle set
FSB
3-part construction hinges with ball bearings Simonwerk
Simons Variant Heavy Duty stainless steel,
overhead door closer TS 5000 R Geze
door size 900 x 2500 cm, door jumb 1120x3000 cm including
overhead insulated panel
Surface Door leaf and door jumb galvanized and powder-coated
with a primer in Dark grey based on RAL 7021.
Brand: Hörmann HBS 60 - 120 C-1 or absolutely equal
Refer to drawing No. M&P 01
01.08.01.01.2 b
Electric door strike and contact tronic
3.00 PC
Out of Scope
Supply and install electric door strike holding force of 634 kg (1,400
lbs) for fire rated models
and contact tronic to all access control dedicated doors
heavy-duty device
hausing made of steel
latch made of steel
reverse function, 24 V
Brand Assa Abloy, 138F or absolutely equal
03.08.02
Gates & Roll up Doors
General
A.
General Advice 1
Roll-up and sliding doors to be installed including all required
Preliminary- and Secondary Work., all necessary fixings cutting
and all related works, supporting system, fittings, trims, complete
as shown on architectural drawings, in a technically correct
manner.
B.
General Advice 2
A Operation
In case of fire operated fire gates, including header box, and
including all necessary fixings, fittings, accessories, mastic
hardware & painting, including motor and electrical equipment, all
horizontal and vertical proper flashing as galvanized and powdercoated complete as shown on drawings & as per specifications.
The fire The sliding gates to be mounted in a workmanlike manner.
Advice:
The fire gates to be intergrated into the Fire Alarm System.
The fire alarm connection system, which is neccesary to be
considered and priced as requested.
Title
Item
Description
C.
General Advice 3
B The dimension of door/gate frame (construction depth and
visible width) given in the tender are binding with regard to the
architectural appearance.
If offering alternatives to the tender specification, the contractor is
obligated to proof that his system is equal in quality to the system
requested by the tender.
The tendered works are to be executed in a manner that they meet
all EN standards, all local standards,
regulations. In case of contradiction, the standard that describes
the highest quality must be taken into consideration and executed.
General Advice 4
C Thermal insulation materials
Only non flammable thermal insulation in temperature-, weather-,
rot-, mold proof quality is to be used. Intrusion of moisture must be
prevented to ensure a good thermal insulation.
D Heat Insulation
Thermal bridges are not allowed. Condensation must be prevented
by appropriate design solutions.
D.
General Advice 5
E Surface Protection
All profiles are to be protected until handover using protective foils.
Scratched profiles at handover will not be accepted.
F Handover procedure
When it comes to handover, all doors to be provided including full
functionality as an operable device.
E.
General Advice 6
Door leaf
consting of double-walled, about 67 mm thick, from single door leafheight elements flush-mounted, with horizontal reinforcement on
door leaf upper and lower edge, each element with insulating
panels unfolded, sheet thickness 1 mm, with 3 sides to run the
sealing profiles, surface of the elements extremely even.
Qty
Unit
Unit Rate
Total
Item
Description
F.
General Advice 7 - Fitting
Qty
Unit
Unit Rate
Total
Fitting
Upper drive with height-adjustable ball-bearing, double-pair drives,
with continuous mounting bracket, each wing with hydraulic
damper and lateral Floor guide parts, the automatic closing of the
door are made by counterweights in the Cladding box, 2 shell
handles on the wall side,
2 handles on the side facing away from the wall,
Radial damper per wing for control
the closing speed between 0.08 m / sec and 0.20
infinitely adjustable m / sec.
G.
General Advice 8 - Fixtures
Fixtures
Dowel mounting with approved steel expansion anchors
Screw-through installation with construction screws for
masonry/concrete
Welded assembly to pre-installed anchor plates
Fire rated cladded steel supports and / or girder upon
authorities approval
H.
Interface power connection - Advice
All interface power connection to the doors, particularly hight speed
roll up doors and loading docks shutter and suchlike including
wiring, cable mesh tray to be considered in electrical works.
01.08.02.01
Internal Roll-Shutter
01.08.02.01.1 a
High Speed Shutter 4000x4000 mm
Installation of existing High Speed Shutter, which have been
dismantled and stored laterally.
Steel Overhead Roller Shutter - Fast Speed
including operation device
Finish: Door leaf galvanized, primed and quality
powder-coated, fully transpartent as per particular specs
Shade: RAL 7021 or coordinated with architect
Overall dimension (WxH mm): 4000 x 4000 mm
Brand: Efaflex EFA-SST high-speed spiral door or absolutely equal
Refer to drawing No. M&P 01
1,513,955.00
2.00 PC
69,937.00
139,874.00
Item
Description
01.08.02.01.2 b
High Speed Shutter 4000x4000 mm
Qty
Unit
1.00 PC
Unit Rate
1,374,081.00
Total
1,374,081.00
Installation of new High Speed Shutter to GL.6
Steel Overhead Roller Shutter - Fast Speed
including operation device
Finish: Door leaf galvanized, primed and quality
powder-coated, fully transpartent as per particular specs
Shade: RAL 7021 or coordinated with architect
Overall dimension (WxH mm): 4000 x 4000 mm
Brand: Efaflex EFA-SST high-speed spiral door or absolutely equal
Refer to drawing No. M&P 01
01.08.02.02
Sliding Gates
01.08.02.02.1 a
Fire Sliding Gate, EI 60 4000x4000 mm
1,065,168.00
1.00 PC
844,312.00
844,312.00
2.00 PC
110,428.00
220,856.00
Supply and install Fire-resistant sliding door EI 60 ,fire rating in
accordance with fire report, which is a part of Bidder's scope,
made of steel, double-leaf.
Approval Z-6.20-2115, with official registration plate
on the door leaf, fireproof to DIN 4102, opening to the left and to
the right, either way.
Finish: Door leaf galvanized, primed and quality powder-coated
Shade: RAL 7021 or coordinated with architect
Overall dimension (WxH mm): 4000 x 4000 mm
Brand: Fire Sliding Fire Gates, Type: Hörmann/Somati or
absolutely equal
Refer to drawing No. M&P 01
01.08.02.02.2 b
Fire Sliding Gate, EI 60 4000x4000 m
Installation of existing Fire-resistant sliding door EI 60, which was
dismantled and stored laterally fire rating in accordance with fire
report, which is a part of Bidder's scope, made of steel, doubleleaf.
Approval Z-6.20-2115, with official registration plate
on the door leaf, fireproof to DIN 4102, opening to the left and to
the right, either way.
Finish: Door leaf galvanized, primed and quality powder-coated
Shade: RAL 7021 or coordinated with architect
Overall dimension (WxH mm): 4000 x 4000 mm
Brand: Fire Sliding Fire Gates, Type: Hörmann/Somati or
absolutely equal
Refer to drawing No. M&P 01
01.08.03
Other Items
01.08.03.1 a
PVC Strip for High-Speed Doors(4000x4000mm)
Summary Div . 08 Door & Windows
133,167.00
3.00 set
44,389.00
133,167.00
3,135,765.00
Bill No 1.1
JTI Philippines - Flex Reconstruction - Warehouse to Make Pack Production
030A7718
BOQ: Architectural & Dismantling
Div.09 Finishes
Item
Description
01.09
Div.09 Finishes
01.09.01
Walls (non-bearing)
01.09.01.01
Gypsum Partitions
A.
Drywall General Advice 1
Qty
Unit
Unit Rate
Total
Title
8,174,653.00
Advice
A. Gypsum Board Assemblies, the following items to be considered
while installing
The lath and plaster partitions as non-bearing interior walls including
all required Preliminary- and Secondary Work, fixtures, ready-to-paint,
grouted and polished.
Installation of walls according to manufacturer's instruction bilateral,
on metal studs framing in double-layer system planking of 12,5 mm
thk. sandwich-type as regular with half-rounded board tapered edge
including all screw fasteners according to DIN EN 14566, deflection
head, spackling compound Uniflott and bottom sealant tape according
to supply instruction. Boards according to building code DIN 18180 i
DIN EN 520
B.
Drywall - General Advice 2
Advice
B. The contractor is comitted to supply all materials, which are
necessary to install all drywall shown on architectural drawings and
described in following BOQ. Material stored on the job site shall be
appropriate stacked in a dry place.
As work progresses, waste material shall be removed from thejob site,
keeping the building and site cleared and orderly. Work in harmony
with other trades that need to install bucks, supports, hangers, doors,
windows and insulation.
Special care shall be taken to "cut to fit" electrical boxes and plumbing
pipes.
C.
Drywall - General Advice 3
Advice
C. All surfaces specified to be painted shall be dry and cleaned free of
all dirt, grit, grease, mold, mildew, foreign substances and all loose,
peeling, blistering, chalking or scaling paint.
Appropriate intervals between screws during an assembly,
appropriate spacing between screws and plasterboard’s “cut” or
beveled edges must be assured.
All drywalls to be installed from bottom to ceiling in order to achieve
the apropriate sound insulation
D.
Substructures - General Advice 4
D. Assembly on 1 x CW 75/100 mm/0,6 mm thk. metal galvanized
runner, studs and transom according to supplier's system, studs
spacing according to given wall height. Wall height up to ceiling, door
openinigs in metal stud partitions to be included in price.
It should be acknowledged, that only a system substructure will be
accepted. Bidder will be comitted to submit a MAF prior to installation.
Insulation according to sound insulation requirements
Insulation consists of mineral wool according to DIN EN 13162
E.
Quality - General Advice 5
Advice
Item
Description
Qty
Unit
Unit Rate
Total
E. Installation of walls according to supply instruction bilateral, in
double-layer system planking of 12,5 mm thick sandwich-type as
damp room sandwich-type hydrophobic water resistand board
impregnated against moisture. Boards according to building code DIN
18180 i DIN EN 520.
with half-rounded board tapered edge including all screw fasteners
according to DIN EN 14566, deflection head, spackling compound
Uniflott and bottom sealant tape according to supply instruction.
Grouting or finishing quality to achieve Q2
F.
Clean up service - General Advice 6
Advice
F. The below instructions are valid for all items in the area of
assembly of the GK walls
Waste should be removed on a regular basis during work. It should be
ensured that the construction is kept clean and tidy. When carrying
out works, consideration should be given to the implementation of
other industries, on the side of which it is necessary to install
fasteners, mounting rails, etc.
Particular care should be taken when making openings for electrical
boxes and sewage pipes.
G.
Bulkdhead - General Advice
Advice
Installation of particular bulkdhead according to supply instruction
bilateral, in double-layer system planking of 12,5 mm thick sandwichtype according to building code DIN 18180 i DIN EN 520
with half-rounded board tapered edge including all screw fasteners,
deflection head, spackling compound Uniflott according to supply
instruction.
01.09.01.01.1 a
The drywall, thk, 125 mm as Dust Protection Wall
1,000.00 m²
517.78
517,780.00
1,050.00 m²
517.78
543,669.00
870.00 m²
3,222.75
2,803,793.00
Supply and installation of Dust Protection Partition to GL 13 thk. 100
mm consisting of bearing frame, vertical and nogging tubular box
profiles, 100x100 mm as shown on the drawing.
Vertical studs 1 x 100 mm/0,6 mm steel thickness metal galvanized Cchannel studs, vertical spacing of 60 cm according to given wall
height up to the metal deck to be kept, further bottom and head track
C- metal channel 100 mm, 0,6 mm thk. Door openinigs in metal stud
partitions to be included in price.
One side double layer of gypsum board 12,5 mm, with vapour barrier
between. Opposite side one layer of gypsum board 12,5 mm.
Wall height up to the metal deck
Sound isolation (R'W) 47 dB
Brand: Knauf W 112 GKBI or absolutely equal
Refer to drawing No. M&P 02
01.09.01.01.2 b
The drywall, thk, 125 mm as Dust Protection Wall
Supply and installation of Dust Protection Partition to GL 6 thk. 100
mm consisting of
bearing frame, vertical and nogging tubular box profiles, 100x100 mm
as shown on the drawing.
Bottom and head track C- metal channel 100 mm, thk. 0,6 mm. One
side cladded by means of corrugated metal sheet, Hoesch T 35-1 or
equal. Wall height up to the metal deck.
Brand: Studs - Knauf W 112 or absolutely equal
Refer to drawing No. M&P 02
01.09.01.01.3 c
Drywall 2 hour fire rating, GL 6
Item
Description
Qty
Unit
Unit Rate
Total
Supply and installation of Dust Protection Partition to GL 6 thk. 100
mm consisting of bearing frame, vertical and nogging tubular box
profiles, 100x100 mm as shown on the drawing.
Vertical studs 1 x 100 mm/0,6 mm steel thickness metal galvanized Cchannel studs, vertical spacing of 60 cm according to given wall
height up to the metal deck to be kept, further bottom and head track
C- metal channel 100 mm, 0,6 mm thk. Door openinigs in metal stud
partitions to be included in price.
Both side double layer of gypsum board 12,5 mm.
Wall height up to the metal deck
Sound isolation (R'W) 47 dB
Brand: Knauf W 112 GKBI/Promat or absolutely equal
Refer to drawing No. M&P 02
01.09.01.01.4 d
Bulkhead, 2 hour rating to GL 6
170.00 m²
8,492.11
1,443,659.00
300.00 m²
8,492.11
2,547,633.00
1,000.00 m²
155.18
155,180.00
1,050.00 m²
155.18
162,939.00
Supply and installation of bulkhead 2 Hour fire rating consisting of fire
rated plaster board thk. 20 mm, according to building code
requirement DIN EN 13162, incombustible, class A2 the space
between the top and metal deck to be filled up/ inserted in technically
correct manner.
Brand: Promatect board or absolutely equal
Refer to drawing No. M&P 02
01.09.01.01.5 e
Structural Steel Encasement, 2 hour rating to GL. 6
Supply and installation of fire rated encasement as shown on
drawings, 2 Hour to steel column, trusses, purlin, girders consisting of
fire rated fire board thk. 24 mm (2 x 12,00 mm might also comply)
according to building code requirement DIN EN 13162, incombustible,
class A2. cladding width 1,00 m each side, carried out in technically
correct manner.
Brand: Promatect 250 board or absolutely equal
Refer to drawing No. M&P 02
01.09.01.01.6 f
new item
Dismantling of Protection Wall
Referring to Item01.09.01.01.1 a the errected partition to dismantle
and remove on demand
All demolition goods to be taken over into contractors property
01.09.01.01.6 g
new item
Dismantling of Protection Wall
Referring to Item 01.09.01.01.2 b the errected partition to dismantle
and remove on demand
All demolition goods to be taken over into contractors property
01.09.02
Floor Finishes
Title
Flooring General Advice
Flooring to be installed including all required Preliminary- and
Secondary Work., all necessary fixings cutting and all related works,
supporting system, fittings, trims, complete as shown on architectural
drawings, in a technically correct manner.
01.09.02.01
Epoxy Resin Coating
Epoxy resin - General Advice 1
19,813,055.00
Item
Description
Qty
Unit
Unit Rate
Total
Advice:
Surface treatment of the concrete is carried out with wing smoothing
as subbase for an epoxy-resin-coating to be applied
Preparation of concrete floor by means of chipping and grinding
before applying of primary
All works to be provided in a technically correct manner including
fasteners, supports and according to tech. specs, architectural layouts
and in a technically correct manner
Epoxy resin - General Advice 2
A Protection
The Contractor shall protect other finished surfaces from damage
during the execution of the work.
Extreme care shall be exercised to protect finished work while
applying descriped scope work
B Touching up
At the completion of the work specified, all painted work shall be
touched up and restored where damaged, defaced or defective, and
the entire work left free from blemishes. Punch lists issued by the
supervisor/authority for correction of defective work must be
completed within seven working days from date of issue.
Epoxy resin - General Advice 3
C Conductive floor
In addition potential equalization to be calculate, which means
installation of potential equalization on top of concrete slab on grade.
Potential equalization systems consisting of placing mesh copper
strips .
Copper strips for connecting to earth to be including Conductive
adhesive mortar to be including
Conductive joints to be including
Potential equalization systems consisting of placing mesh copper
strips . Connection only by an electrical specialist in line with the
relevant guidelines.
Elecrical resistance is supposed to be lower than Ru < 1x106 O.
Accordingly
Epoxy resin - General Advice 4
D. Epoxy Resin to technical floor
Sealing of gab between external cladding and concrete deck.
Oil resisant paint including skirting be carried out including all
necessary fixings cutting, fittings, trims and all related works,
complete as shown on drawings and as per specifications and in a
technically correct manner.
01.09.02.01.1 a
Epoxy Resin Coating non-conductive
5,800.00 m²
3,368.69
19,538,402.00
Item
Description
Qty
Unit
Unit Rate
Total
Delivery and installation of Epoxy Resin non-condnuctive floor
on jointless concrete slab on grade matte finished including
chips - StoPox BB OS
consisting of
1.Preparation of the concrete floor surface bz chipping and
grinding
2.Applying of primer StoPox GH 205 or an alternate type of
primer pending floor conditions
3.Colored finish coating StoPox BB OS (RAL7011) +
quartzsand treatment 0,1-0,3 mm,
4.Chips treatment StoChips, thicknesss of 1 mm, shade black
and white by 1:1
5.Applying of transparent coating half matte finished StoPur
WV 150 transparent.
Brand: StoCretec, StoPox BB OS or absolutely equal
Refer to drawing No. M&P 01
01.09.02.01.2 b
Baseboard painted
250.00
lm
1,098.61
274,653.00
Deliery and installation of painted baseboard at the perimeter,
height 10 cm consisting of sealant StoSeal F 355 and final
paint StoPox WL 100
Brand: StoCretec, StoPox WL100
or absolutely equal
Refer to drawing No. M&P 01
01.09.02.02
Concrete floor sealer
58,387.00
Floor hardener and sealer - General Advice 1
A. Floor Hardener
Floor Hardener based on cement mixture dry shake topping for situ
concrete slap on grade, when sprinkled and trowelled into fresh wet
concrete floors, it should build a wear resistant smooth surface and
provide increased resistance to the penetration of oils, grease, etc.
Floor hardener and sealer - General Advice 2
B. The Concrete work to be provided in a technically correct manner
including works and all related works, all necessary preparation and
accessories, complete as shown on structural and architectural
drawings and as per specifications
Floor hardener and sealer - General Advice 3
C. Silicate concrete floor sealer
Surface preparation
The concrete surface must be clean and sound. Remove any dust,
laitance, grease,
oil, dirt, curing agents, impregnations, wax, foreign matters, coatings
and disintegrated
material from surface.
Silicate concrete sealer to be applied on already dry concrete surface
and after hardener installation
Application according to technical date sheet
01.09.02.02.1 a
Surface Hardener
100.00 m²
583.87
58,387.00
Item
Description
Qty
Unit
Unit Rate
Total
Supply and installation of Surface Hardener dedicated to
concrete slab on grade reinforced with steel fibres in
accordance with building code DIN 18560-7 to hallway The
hardener to be applied on floor surface directly after concrete
pouring on hallway in gridline 21-32 and boiler house. Material
suitable for applying in freshly poured concrete. according to
architectural floor plane including all required Preliminaryand Secondary Work
Brand: Sikafloor 3 QuartzTop, Surface Hardener for medium
bearing load or absolutely equal
Refer to drawing No. M&P 02
01.09.03
Wall Finishes
01.09.03.01
Painting
Painting and coating - General Advice 1
A. Protection
The Contractor shall protect floors and other finished surfaces from
damage during the execution of the work.
Extreme care shall be exercised to protect finished work while
applying finishes on ceiling surfaces.
B. Touching up
At the completion of the work specified, all painted work shall be
touched up and restored where damaged, defaced or defective, and
the entire work left free from blemishes. Punch lists issued by the
supervisor/authority for correction of defective work must be
completed within three working days from date of issue.
Painting and coating - General Advice 2
C. Cleaning
The Contractor shall clean all paint spots, oil and stains from floors,
woodwork, glass, hardware, tile, metal work, and all similar items and
leave the floors broom clean upon completion.
All surfaces shall be left clean at completion of the work. Drop cloths
shall be kept clean at all times.
Window shades and blinds shall be carefully handled and kept free of
paint and spatters.
Painting and coating - General Advice 3
C. Permanent elastic Sealant
Permanently elastic sealing of the horizontal and vertical exterior and
interior joints of the façade are according to Manufacturer’s and
Application Guidelines.
All connection joints of non-bearing interior walls at built-in units, door
casings, butt joints,
penetrations, between floor and wall, edge-plinth-cover and tiling,
windows, exterior doors,
exterior gates inside and outside, possibly expansion joint formations
etc. with two-component
material on Thiokol base. The before described work is to be
performed by an admitted expert firm.
Water based sealant to be applied only, which don't contant hamfull,
hazerdous contents, particularly thinner
Painting and coating - General Advice 4
Title
749,723.00
Item
Description
Qty
Unit
Unit Rate
Total
D. Painting quality
It will expected to provide 3 x painting, however the last paint to be
applied after completion of all other works and short prior to hand over
Paint thickness: 125 micron scratch resistant, to walls
Painting including all required Preliminary- and Secondary Work., all
necessary fixings cutting and all related works, supporting system,
fittings, trims, complete as shown on architectural drawings and in a
technically correct manner.
The precast concrete wall to be cleaned up, sanded or chipped if
necessary, later on primed and levelled out appropriate
Permanently elastic sealing of the horizontal and
Permanently elastic sealing of the horizontal and vertical interior joints
of tiling to be applied according to Manufacturer’s and Application
Guidelines. All connection joints of door casings, butt joints
01.09.03.01.1 a
Water based vinyl paint
1,900.00 m²
330.30
627,570.00
750.00 lm
162.87
122,153.00
Delivery and applying of
Water based vinyl paint , including all preparation works, complete as
shown on drawings and as per specifications, shade RAL 9010 white
or according to architect decision
Brand/Type: Caparol or absolutely equal
Refer to drawing No. M&P 01/02
01.09.03.02.2 b
Permanent elastic sealant to wall
Delivery and applying of
Permanent elastic sealant of the horizontal and vertical exterior and
interior joints of the façade are according to Manufacturer’s and
Application. Acrylic Sealant, required where gaps between board and
substrate occur.
Brand/Type: PROMASEAL or absolutely equal
02.09.05
Other Items
02.09.05.1 a
Polyethylene Sheet as Vapor Barrier, t=6.0 mils
02.09.05.2b
917,608.00
77.77 m²
56.26
4,375.00
Skim Coat on Plinth Wall
210.00 m²
198.75
41,738.00
02.09.05.3c
Skim Coat on Concrete Wall to Doors
100.00 m²
198.75
19,875.00
02.09.05.4d
Steel trowel finish for Slab on Grade along G.L. 13 and G.L. 6
172.82 m²
132.72
22,937.00
02.09.05.5e
Repair of Column & Beam Wall Joint affected by Dismantling of Wall
along G.L. 13
473.43 lm
271.46
128,517.00
02.09.05.6f
Cutting and Grinding of existing racking bolts
1.00 lot
418,710.00
418,710.00
02.09.05.7g
Repainting of existing Columns and Beams along G.L. 13
635.46 m²
330.30
209,891.00
02.09.05.8h
Rectification of floor affected by erection of Temporary Dust
Protection Wall along G.L. 13
88.61 m²
542.92
48,108.00
02.09.05.9i
Rectification of floor affected by erection of Temporary Dust
Protection Wall along G.L. 6
86.41 m²
271.46
23,457.00
Summary Div.09 Finishes :
29,713,426.00
Bill No 1.1
JTI Philippines - Flex Reconstruction - Warehouse to Make Pack Production
030A7718
BOQ: Architectural & Dismantling
Div.10 Specialities
Item
Description
01.10.
01.10.01.
Div.10 Specialities
Existing Pallet Racking Build up
01.10.01.1 a
Exisiting Pallet Racking build up
Qty
Unit
Unit Rate
Total
0.00
2,200.00 lm
0.00
Out of Scope
Supply and install existing heavy duty, drive in
pallet racking including all belonging parts, which have been
distmantled and stored lateraly. Build up the palete racks
according to architectural layout and General specifiaction.
Type: 6 Level Pallet Racking up to 11,00 m height
Refer to drawing No. M&P 01
01.10.02
Other Items
01.10.02.1 a
Any other items
0.00
1.00 lump
0.00
0.00
Any other items not included in this section but considered by the
Contractor to have a monetary value are to be listed and priced
hereunder:
Summary Div.10 Specialities :
0.00
Bill No 1.1
JTI Philippines - Flex Reconstruction - Warehouse to Make Pack Production
030A7718
BOQ: Architectural & Dismantling
Div. 19 Equipment
Item
Description
02.19
Div.19 Waste Disposal
A.
The Contractor must present together with his own or another
appointed disposal company
the disposal locations and methods by way of the
corresponding documentation
(for e.g. by way of delivery notes and pick-up tickets).
B.
The disposed waste will be
registered and documented separately according to type/
category respectively
fraction, quantity (in tons), disposal location/ disposal company
(company name,
address) as well as disposal method (dump ground/ recycling
resp. recovery/
energetic valorification).
Upon selecting the disposal location/ method, the Contractor
will always prefer recycling
by agreement with his own or another appointed disposal
company (for e.g. wood:
recycling instead of energetic valorification). A simple disposal
at a dump ground
will be avoided.
C.
The Contractor will prepare a project-related balance together
with his own or another
appointed disposal company, which should be supplemented
and kept
permanently until the completion phase.
During the construction phase, the Contractor must arrange a
separate as well as easily
accessible collection place for the disposal of recyclable resp.
not harmful waste.
The size of the collection place will be determined with the
representative of the
waste pick-up company so that the best possible efficiency is
achieved.
Qty
Unit
Unit Rate
Total
Item
Description
D.
The Contractor must appoint a recycling coordinator, who will
check and thus assure the separation of materials as well as
the correct use of the collection place / materials
yard during the construction works. Check / acceptance
activities will be registered
in a corresponding inspection report. Photos should additionally
document the
separation according to categories on the building site.
Before the commencement of the execution works the
Contractor must draft a disposal concept and submit such
concept to the LEED
advisor.
E.
This disposal concept (“Construction Waste Management
Plan”) must comprise the following aspects (desired scope
max. 5 up to 10 DIN A4 pages):
1. Significant information/contact data (project name, building
owner, indication of the
waste foreman [name, telephone number etc.] resp. of the
“Recycling Coordinator”, etc.)
2. Recycling goal (indication in % from the total waste quantity,
related to weight [at
least 75%]); eventually represented in a table
F.
3. Listing in a table on quantities of all estimated waste
(assessment) by indicating the relevant fraction (for e.g. wood),
of the estimated total quantity in tons and the disposal method
(for e.g. recycling) including short description of waste
treatment
respectively product obtainment (break down and further
processing into new wood related materials).
Qty
Unit
Unit Rate
Total
4. Waste management plan: description of waste separation
and drafting a plan which indicates the collection places for
fractions.
5. Communication strategy (regular meetings before the
commencement of the execution; early instruction and
sensitization of all sub-contractors and submission
of the disposal concept in copy; clear denomination of the
container etc.)
6. Disposal / recycling places (company name, address) with
allotment of the relevant fraction
7. Measures to assure a corresponding waste separation (for
e.g. regular inspections of the waste containers in view of
removing contaminative resp. wrongly allotted materials;
participation to regular construction debates; regular
discussions with
the executing companies etc.)
01.19.1
Waste disposal
1.00 lump
Included in
Preliminaries
Waste disposal 3 times a week
Summary Div.19 Waste Disposal:
0.00
Bill No 1.1
JTI Philippines - Flex Reconstruction - Warehouse to Make Pack Production
030A7718
BOQ: Architectural & Dismantling
Div.20 Profit & Management
Item
Description
0.20
Div.20 Profit & Management
02.20.1
Profit & Management
Summary Div.20 Profit & Management
Qty
Unit
1.00 LS
Unit Rate
6,912,639.00
Total
6,912,639.00
6,912,639.00
Bill No 1.1
JTI Philippines - Flex Reconstruction - Warehouse to Make Pack Production
030A7718
BOQ: Architectural & Dismantling
Div.21 Special Fees
Item
Description
01.21
Div.21 Special Fees
01.21.1 a
Supply and lay plywood for Floor protection during
Qty
Unit
1000.00 m2
Unit Rate
Total
434.33
434,330.00
1.00 lump
0.00
0.00
1.00 lump
0.00
0.00
Supply and lay plywood for floor protection during various
works
Dostawa plyt OSB, 22 mm, dla oslony podlóg oraz innych
elementów konstukcji
01.21.2 b
All the fees which are not included in the specialities
All the fees which are not included in the specialities tender
(e.g. special fees requested by authorities) will be detailed and
priced hereunder:
01.21.3 c
Any other items
Any other items not included in this section but considered by
the Contractor to have a monetary value are to be listed and
priced hereunder:
Summary Div.21 Special Fees:
434,330.00
Bill No 1.1
JTI Philippines - Flex Reconstruction - Warehouse to Make Pack Production
030A7718
BOQ: Architectural & Dismantling
Div. Div.22 Insurance
Item
Description
01.22
Div.22 Insurance
01.22.1 a
The Contractor bears the risk for his construction work
Qty
Unit
1.00 lump
Unit Rate
269,377.00
Total
269,377.00
The Contractor bears the risk for his construction work up to
the legal acceptance (formal
acceptance) by the Client. The Client is not responsible for
robberies, fire damages, stormy
weather damages etc. The Contractor is obliged to protect his
construction elements against
damage and dirt free of charge. These precautions are to be
maintained up to the formal
acceptance.
The Contractor has to take out a construction work insurance
including the fire risk at the rate
of the total amount. The Contractor is obliged to insure himself
against liability damages at a
sufficient height and in the normal scale.
The Contractor should have an All Risk Insurance covering
100% of the Contract Price.
Summary Div.22 Insurance
269,377.00
Item
Description
Qty
Unit
Unit Rate
Total
Call Box and Rest room arrangement
02.09.02.02.1 b
Glass Inner Partition
Supply and installation of Glass Inner Partition to production offices up
to 3,00 m height as described above to existing office building on upper
floor. Installation should include rectification and adjustment of all
adjacent section as Floor, dropped ceiling, connection to existing
partition as shown on attached drawing
02.10.03.1 a
Call Box Room
Build up Call Boxes within existing main office building in Accordance
with Architectural drawing including demolition work, other necessary
action and
including all required Preliminary- and Secondary Work., all necessary
fixings cutting and all related works, supporting system, fittings, trims,
complete as shown on architectural drawings and in a technically
correct manner.
(see OB 25-02)
24.00 m²
1.00 lump
10,670.33
256,088.00
2,667,705.00
2,667,705.00
Item
Description
02.10.03.1 a
Restroom rearrangement
Qty
Unit
Unit Rate
Total
1.00 lump
0.00
1,060,196.00
1.00 lump
0.00
0.00
The existing toilets to be recttified accordingly within existing main office
building in Accordance with Architectural drawing including demolition
work, other necessary action and
including all required Preliminary- and Secondary Work., all necessary
fixings cutting and all related works, supporting system, fittings, trims,
complete as shown on architectural drawings and in a technically
correct manner.
02.10.04
Other Items
02.10.04.1 a
Any other items
Any other items not included in this section but considered by the
Contractor to have a monetary value are to be listed and priced
hereunder:
Summary Call Box and Restroom Arrangement
3,983,989.00