1. home and garden
2. home improvement and repair
3. roofing

PROPOSED STUDENT RESIDENTIAL ACCOMMODATION
PHASE 10
BILLS OF QUANTITIES
QUANTITY SURVEYORS:
ARCHITECT:
MDP Project Services Ltd
Triana
Church Lane
Lydiate
Merseyside, L31 4HL
ABW Architects Ltd
16 Cook Street
Liverpool
L2 9RF
Tel:
Fax:
0151 728 7979
0151 728 7989
Date:
December 2014
Ref:
1282-003
Tel:
Fax:
0151 669 1129
0844 412 8107
PROPOSED STUDENT ACCOMMODATION - PHASE 10
BILL OF QUANTITIES
TABLE OF CONTENTS
SECTION
DESCRIPTION
PAGE NR
BILL NR 1
PRELIMINARIES (separate Word document)
1:1 - 1:79
BILL NR 2
MEASURED WORKS
2:1 - 2:115
MAIN SUMMARY
MS/1
TENDER DRAWING LIST
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
FOUNDATIONS AND SUBSTRUCTURE WORKS
Total
FOUNDATIONS AND SUBSTRUCTURE WORKS
NOTE: The following works relate to foundation and
substructure works for all blocks A - D all as per
Structural Engineers drawings ref AJP 214-256/100 &
104
NOTE: Site clearance works, reduced level dig,
excavations for foundations and concrete footing will
be let separately as part of an Enabling Works
Contract; these works will be complete in advance of
the commencement of the Main Contract works.
EXCAVATION AND FILLING; D20
Imported material; hard clean stone to pass through a
75mm sieve; Single sized; No fines; Hardcore to slabs
Filling; depositing and compacting in maximum 150mm
thick layers
A
to make up levels; 300mm thick;
375
m
3
1225
m
2
Surfaces of filling
B
levelling; blinding with sand; compacting
CONCRETE WORK; GENERALLY AS SPEC REF AJP
E10
INSITU CONCRETE
Plain insitu concrete; prescribed mix 1:2:4; 10mm
aggregate
Blinding to hardcore sub-base
C
50mm thick (Provisional)
59
m3
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2: 1
-
Total
Reinforced insitu concrete; to be grade C40 concrete,
3
minimum cement content 340 kg/m ; maximum
water/cement ratio 0.5; maximum aggregate size 20mm
Beds; cast in bays
A
generally not exceeding 150mm thick; incorporating
thicknessings (typical thicknessings 300mm as detailed
on Engineers drawing)
185
m3
65
m
m2
FORMWORK; E20
Formwork; as spec ref E20
Sides of isolated beams or beam casings
B
vertical; 400 - 600mm high
REINFORCEMENT FOR INSITU CONCRETE;
Reinforcement fabric; BS4483; hard drawn mild steel
wire; welded; 200mm side and end laps
C
Floor Slabs;Reference A252 mesh
1173
D
Floor Slabs;Reference B785 mesh
41
m
2
1173
m
2
1173
m
2
Concrete sundries
Treating surfaces of unset concrete
E
Easy Float finish
Slab insulation; laid on hardcore; Polyfoam or equal to
Architects approval
F
150mm thick; horizontal or sloping
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2: 2
-
Total
Damp proof membrane
A
visqueen dpm; 1200 gauge; welded joints; horizontal
B
visqueen dpm; 1200 gauge; welded joints; turned up face
of masonry; approx 250mm high
2
1173
m
663
m
186
m
2
2
BRICK/BLOCK WALLING
Facing bricks; 65mm Ibstock Bradgate Regal Facing
Brick; laid half stretcher bond in natural mortar as
section Z21, standard as specified by Structural
Engineer, mix (1:1:6); semi-recessed joints; pointing as
the work proceeds as spec ref F10/110
Walls
C
half brick thick and pointing one side
Concrete blockwork; BS 6073 Part 1; solid, dense; 440
2
x 215mm; minimum compressive strength 7N/mm ; laid
in cement lime mortar (1:1:6); stretcher bond; as NBS
ref F10/350
Nb. Internal 215mm internal wall measured in External
Walls for programming reasons as these walls will be
required to support precast concrete floor units
Walls
D
100mm thick
186
m
E
215mm thick; Sleeper walls; 2 x 100mm courses laid flat
stretcher bond; as section 3 and 4 of drawing 214256/104
193
m
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2: 3
-
Total
ACCESSORIES/SUNDRY ITEMS
Sundries
Forming cavities in hollow walls; wall ties - Ancon, or similar
approved, two part tie at 450mm centres vertically and
450mm centres horizontally (min 75mm embedment to both
courses) as NBS F30/214 - 255; built in; Full fill cavity Knauf
Dritherm 37 insulation as NBS F30/150, installed strictly in
accordance with the manufacturers recommendations
A
200mm wide
186
m
2
102
m
2
22
m
2
Damp proof courses; Hyload pitch polymer or equal
approved; lapped joints with contact adhesive;
installation strictly in accordance with the
manufacturers recommendations
Damp proof courses; spec ref F30/330
B
width over 225mm; forming cavity trays (Provisional)
CONCRETE WORK; GENERALLY AS SPEC REF AJP
E10
INSITU CONCRETE
Plain insitu concrete; prescribed mix 1:2:4; 10mm
aggregate
Filling to hollow walls
C
not exceeding 200mm thick
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2: 4
-
Total
COLLECTION
Page 2:1
0.00
Page 2:2
0.00
Page 2:3
0.00
Page 2:4
0.00
To Summary
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2: 5
0.00
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
ROOF
ROOF
NOTE: The following relates to the roof works which are to
be Contractor Designed, manufactured, supplied and
installed complete. The Contractor is to allow for all
interface connections to other elements of the building to
ensure complete water and air tightness.
ROOF COVERINGS
NOTE: System Guarantees. The Contractor is to provide at
tender stage a guarantee which covers against defective
workmanship of the installing Contractor, defective
materials and defective design. All items detailed in the
specification are to be covered by the guarantee scheme.
NOTE: Manufacturers Warranty; The manufacturer is to
provide an extended warranty for the full roof system for a
minimum of 25 years. Copy of the draft warranty to be
provided at tender stage. Also the full roofing system
should have received BBA accreditation with a life
expectancy of a minimum of 40 years
Contractor Designed Roofing system; Snaplock Seam
system; including 18mm WBP exterior plywood substrate;
installed complete all as NBS Specification H72 and
installation strictly in accordance with the manufacturers
recommendations; work deemed inclusive of all labour and
materials and all detailing required at boundaries (including
raking cutting), abutments, parapets, ridges, valleys, hips,
openings and penetrations; including flashings and to
include all products, fixings, closer pieces, sealants and
interface components necessary to complete the fabrication
and installation and provide a watertight and airtight
enclosure (including vapour barrier, thermal insulation,
movement joints and air seals at all junctions with other
elements); as Architects Roof Plan Drawing 3739-505 and
sample details provided with the Architects drawing 3739515
Insulated roof system; fixing to timber purlins/supports at
spacings as shown on drawings; including all integral and
perimeter gutters and flashings.
A
Roofs; Blocks A - D
Item
B
Vertical Roof Cladding at stairwells; to sides of stairs B & C; as
section B-B on drawing 3739/516
Item
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2:6
0.00
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
ROOF
Cappings; Powder Coated Aluminium; to external masonry walls;
as section D-D on drawing 3739/518
A
Item
Blocks A - D
Contractor Designed Roofing system; Sarnafil Single Ply
membrane roofing system or other similar approved; to
kitchen bay projections; including class 4 WBP ply
substrate; all as NBS Specification J42 and installation
strictly in accordance with the manufacturers
recommendations; work deemed inclusive of all labour and
materials and all detailing required at boundaries (including
raking cutting), abutments, parapets, ridges, valleys, hips,
openings and penetrations; including flashings and to
include all products, fixings, closer pieces, sealants and
interface components necessary to complete the fabrication
and installation and provide a watertight and airtight
enclosure (including vapour barrier, thermal insulation,
movement joints and air seals at all junctions with other
elements); as Architects Roof Plan Drawing 3739-505 and
sample details provided with the Architects drawing 3739515 & 518
Insulated roof system; fixing to timber purlins/supports at
spacings as shown on drawings; including all integral and
perimeter gutters and flashings.
B
Item
To kitchen bay projections
ROOF STRUCTURE; CONTRACTOR DESIGNED
Design, supply and install composite roof structure
comprising; roof carcass and all associated trussed rafters,
wallplates, straps, bracing members; concrete padstones
and structural steel members measured elsewhere; as
shown on the Structural Engineers Drawings 214-256/101,
102, 103, 105 and 106 and NBS G20
Roof structure
C
Blocks A - D
Item
D
Extra; include framing to take vertical cladding; cladding as
shown on section B-B drawing 3739/516 (to stairs B & C both
sides)
Item
DRAINAGE
Contractor Designed rainwater drainage systems; to include
gutters and downpipes as shown on Architects Drawing
3739-505; as NBS R10
Composite system including pipework and rainwater outlets;
including rainwater stack to ground floor drainage system;
rainwater outlet positions as shown
D
Item
Blocks A - D
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2:7
-
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
ROOF
Insulation
Insulation laid between ceiling joists; Rockwool Roll wool
insulation; laid in position over MF ceiling system; as P10/125
A
300mm overall thickness; 100mm laid between joists and
200mm over to achieve minimum u-value of 0.15W/m2K
1173
m2
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2:8
‐
0.00
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
ROOF
COLLECTION
Page 2:6
0.00
Page 2:7
0.00
Page 2:8
0.00
TO SUMMARY
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2:9
0.00
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
METALWORK
QUANT
UNIT
RATE
£
TOTAL
£
METALWORK
Metalwork to lintels or supports; Supply and fix; Deliver
to site to working level height; composite item;
unfabricated steelwork; BS EN 10025 in beams, in single
members cut to length, primed with one coat of red
oxide primer at works; As Structural Engineers
Drawings 214-256-100A, 101,102,103 and Details 104 &
105
RHS ; 200x100x10 kg/m; including 275mm wide BTM plate
welded on, as section 4-4 and 4A-4A of drawing 214256,105
A
3800 long; fixing at 2500 above ground level (Ground
Fl )
15
Nr
-
B
3800 long; fixing at 5000 above ground level (First Floor)
15
Nr
-
RHS ; 150x100x10 kg/m and 100 x 100 x 10kg/m; Welded to
SHS post at each end; as section 7-7 of drawing 214256,105
C
3300 long; fixing at 2500 above ground level (Ground
Fl )
2
Nr
-
D
3300 long; fixing at 5000 above ground level (First Floor)
2
Nr
-
PFC ; 2 nr x 250x90; welded; including 250mm wide BTM
plate welded on, as section 8-8 of drawing 214-256,105
E
3800 long; fixing at 2500 above ground level (Ground
Fl )
3
Nr
-
F
3800 long; fixing at 5000 above ground level (First Floor)
3
Nr
-
3
Nr
-
RHS ; 200x100x12.5 kg/m; as section 9-9 of drawing 214256,105
G
4100 long; fixing at 2500 above ground level (Ground
Fl )
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2: 10
-
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
METALWORK
QUANT
UNIT
RATE
£
TOTAL
£
RHS ; 200x100x12.5 kg/m; welded at one end to CHS post
and one end to RHS post; as section 11-11 of drawing 214256,105
A
1750 long; fixing at 5000 above ground level (First Floor)
3
Nr
-
3
Nr
-
2
Nr
-
2
Nr
-
4500 long; fixing at 7500 above ground level (Second
Floor)
3
Nr
-
1750 long; fixing at 7500 above ground level (Second
Floor)
3
Nr
-
RHS ; 200x100x12.5 kg/m; welded at one end to CHS post
and one end to RHS post; as section 12-12 of drawing 214256,105
B
4500 long; fixing at 5000 above ground level (First Floor)
RHS ; 120x800x5 kg/m; welded to end to SHS post; as
section R1-R1 of drawing 214-256,105
C
3300 long; fixing at 7500 above ground level (Second
Floor)
RHS ; 150x100x10 kg/m; cantilvered; welded to end to SHS
post; as section R1-R1 of drawing 214-256,105
D
1000 long; fixing at 7500 above ground level (Second
Floor)
RHS ; 200x100x12.5 kg/m; welded at one end to CHS post
and one end to RHS post; as section R2-R2 of drawing 214256,105
E
F
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2: 11
-
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
METALWORK
QUANT
UNIT
RATE
£
TOTAL
£
RHS ; 200x100x15 kg/m; welded at one end to CHS post
and one end to RHS post; as section R2-R2 of drawing 214256,105
A
B
4500 long; fixing at 7500 above ground level (Second
Floor)
3
Nr
-
1750 long; fixing at 7500 above ground level (Second
Floor)
3
Nr
-
6
Nr
-
4
Nr
-
3
Nr
-
10
Nr
-
10
Nr
-
10
Nr
-
RHS ; 200x100x12.5 kg/m; as section R3-R3 of drawing 214256,105
C
5000 long; fixing at 7500 above ground level (Second
Floor)
RHS ; 200x100x12.5 kg/m; as section R4-R4 of drawing 214256,105
D
3300 long; fixing at 7500 above ground level (Second
Floor)
RSA ; 200x100x15 kg/m; as section 9-9 of drawing 214256,105
E
4100 long; fixing at 2500 above ground level (Ground
Fl )
PFC Tie; 2 Nr x 250x90x23 kg/m and RSA Tie;welded back
to back
F
G
G
3500 long; fixing at 2500 above ground level (Ground
Floor) (PROVISIONAL)
3500 long; fixing at 5000 above ground level (First Floor)
(PROVISIONAL)
3500 long; fixing at 7500 above ground level (Second
Floor) (PROVISIONAL)
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2: 12
-
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
METALWORK
QUANT
UNIT
RATE
£
TOTAL
£
Metalwork to posts; Supply and fix; Deliver to site to
working level height; composite item; unfabricated
steelwork; BS EN 10025 in beams, in single members
cut to length, primed with one coat of red oxide primer
at works; galvanised; finished on site with 2 coats RIW
Corner Restraint Posts; composite items; 100 x 60 x 6 RHS;
250 x 250 x 10 end plates fixed with and including 3 Nr 16
diameter Hilti HIT resin anchors to concrete or precast
concrete - 2 Nr; Bolts through PC plank as Elevation on
Detail 1; including Ancon ref PPB wall ties with debonding
sleeves shot-fired to steel at 225mm centres with neoprene
washers; all built into walls; as Typical Detail 1 and
Elevation of Detail 1 of Engineers drawings 214-256/105
Restraints
A
B
C
Approx 2875 long; vertical; fixing at 2500 above ground
level (Ground Floor)
Approx 2875 long; vertical; fixing at 5000 above ground
level (First Floor)
Approx 2875 long; vertical; fixing at 7500 above ground
level (Second Floor)
8
Nr
-
8
Nr
-
9
Nr
-
4
Nr
-
Corner Restraint Posts; composite items; 120 x 120 x 10
SHS; 250 x 200 x 10 end plates fixed with and including 3 Nr
16 diameter Hilti HIT resin anchors to concrete or precast
concrete - 2 Nr; including 2 Nr Ancon ref PPB wall ties with
debonding sleeves shot-fired to steel at 225mm centres with
neoprene washers; all built into walls; as Typical Detail 2 of
Engineers drawings 214-256/105
Restraints
D
Approx 2875 long; vertical; fixing at 2500 above ground
level (Ground Floor)
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2: 13
-
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
METALWORK
QUANT
UNIT
RATE
£
A
Approx 2875 long; vertical; fixing at 5000 above ground
level (First Floor)
TOTAL
£
4
Nr
-
2
Nr
-
24
Nr
-
Approx 2875 long; vertical; fixing at 2500 above ground
level (Ground Floor)
3
Nr
-
Approx 2875 long; vertical; fixing at 5000 above ground
level (First Floor)
1
Nr
-
Approx 2875 long; vertical; fixing at 7500 above ground
level (Second Floor)
3
Nr
-
Roof Restraint Posts; composite items; 100x100x5 SHS; 150
x 100 x 6 plates welded to post at 750mm centres and fixed
with and including 2 Nr 12 diameter Hilti HIT resin anchors to
blockwork - 1 Nr
B
Approx 2900 long; vertical; fixing at 7500 above ground
level (Second Floor)
Roof Restraint Posts; composite items; 80x80x5 SHS; 150 x
100 x 6 plates welded to post at 750mm centres and fixed
with and including 2 Nr 12 diameter Hilti HIT resin anchors to
blockwork - 1 Nr
C
Approx 2900 long; vertical; fixing at 7500 above ground
level (Second Floor)
Metalwork to posts; Supply and fix; Deliver to site to
working level height; composite item; unfabricated
steelwork; in single members cut to length; Galvanised
at works
Corner Posts; composite items; 139 diameter x 10 CHC; 250
x 250 x 10 end plate welded on - 1Nr fixed to concrete bases
with 3Nr 16 diameter holes
Posts
D
E
F
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2: 14
-
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
METALWORK
QUANT
UNIT
RATE
£
TOTAL
£
Corner Posts; composite items; 168 diameter x 10 CHC; 250
x 250 x 10 end plate welded on - 1Nr fixed to concrete bases
with 3Nr 16 diameter holes
Posts
A
Approx 2875 long; vertical; fixing at 5000 above ground
level (First Floor)
2
Nr
-
75
m2
-
Steelwork Sundries
Prepare and supply 2 coats bitumen paint
B
Steelwork surfaces; To restraint posts; over 300mm girth
(PROVISIONAL)
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2: 15
-
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
METALWORK
QUANT
UNIT
RATE
£
TOTAL
£
COLLECTION
Page 2:10
0.00
Page 2:11
0.00
Page 2:12
0.00
Page 2:13
0.00
Page 2:14
0.00
Page 2:15
0.00
TO SUMMARY
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2: 16
0.00
BILL NR 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
UPPER FLOORS AND STAIRS
PRECAST/COMPOSITE
LANDINGS
FLOORS,
STAIRS
AND
Contractor designed precast concrete suspended floors;
design, manufacturing workmanship, supply and
erection in accordance with BS 8110 and the precast
concrete plank specification; design criteria and
layout/spans of flooring on Structural Engineers drawing
noted below and supporting specifications; combined
Dead Load and Combined Live load as specified on
drawings noted below; including all in-situ concrete
make up strips and infills including filling ends of
planks; complete with associated reinforcement and
formwork; beading at bearings, grouting between joints,
as NBS ref E60/130 and section E60 generally
Suspended floors; contractor designed hollow pre-stressed
planks; 200mm thick; as Structural Engineers drawings 214256/101 & 102
First Floor; including main bedroom areas, corridors,
kitchens and staircase landing areas.
A
Block A
Item
B
Block B (double block)
Item
A
Block C (double block)
Item
B
Block D
Item
Second Floor; including main bedroom areas, corridors,
kitchens and staircase landing areas.
E
Block A
Item
F
Block B (double block)
Item
G
Block C (double block)
Item
H
Block D
Item
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2: 17
-
BILL NR 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
UPPER FLOORS AND STAIRS
Contractor designed precast concrete stairs and
landings; to layouts/spans as shown on the Structural
Engineers drawings; including all insitu concrete make
up strips and infills including infilling ends of
stairs/landings; complete with associated reinforcement
and formwork; all surfaces to be smooth finish; soffit
and strings to be smooth finish to receive paint finish; to
span between floor to half landing or to span between
half landing to floor (refer Architects and Engineers
sections/drawings); as NBS ref E60/180 and section E60
generally and L30/270
Contractor designed precast concrete stairs; including
associated landings and half landings; as Structural
Engineers Drawing 214-256/101 & 102
Ground to Second Floors
K
Stair A
Item
L
Stair B
Item
M
Stair C
Item
N
Stair D
Item
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2: 18
-
BILL NR 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
UPPER FLOORS AND STAIRS
COLLECTION
-
Page 2:17
"
-
2:18
TO SUMMARY
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2: 19
-
BILL NR 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
HANDRAILS, BALUSTRADES AND CANOPIES
Total
HANDRAILS, BALUSTRADES AND CANOPIES
Contractor design
All the following work is subject to Contractor Design and the
Contractor shall submit to the Architect all designs,
drawings, specification and the like for approval prior to
works being carried out on site; the works shall generally be
in accordance with the Indicative Specification referred to
within this section
HANDRAILS
Handrails; Contractor designed; all in accordance with
NBS L30/570 and in strict accordance with the
manufacturer's recommendations
Handrails; contractor designed; composite item; 50mm
tubular bespoke Brushed Stainless Steel Grade 304;
including all associated wall mounted pillar brackets fixed to
blockwork plugged and screwed; including plate angle
brackets and plain flat end caps; including posts as shown at
half landings in front of glazed screens; as Architects
Drawing 3739-516 & 517 Staircase Balustrade
A
B
To outside string and landing; per staircase area
comprising 4 Nr flights
4
Nr
-
To staircase spine walls; per staircase area comprising 4
Nr flights
4
Nr
-
2
Nr
-
CANOPIES
Canopies; Contractor designed
Canopies; composite steel and glazed item; comprising SHS
steel subframe as per Structural Engineers details, fixed to
foundation bases and wall to details as shown ; including
PPC aluminium flashing to steel penetration through
cladding (cladding by others) to matching colour; Toughed
glass canopy fixed to steel subframe with stainless steel
connections as Architects Drawing 3739-516 Glass/steel
Entrance Canopy
C
To entrance lobby areas
TO SUMMARY
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
£
2: 20
0.00
BILL NR 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
EXTERNAL WALLS
QUANT
UNIT
RATE
£
TOTAL
£
BRICK/BLOCK WALLING
Facing bricks; Ibstock Staffordshire Blue Brindle
(standard brick size); as NBS F10/110; laid half stretcher
bond in natural mortar as section Z21, standard BS EN
998-2, mix (1:1:6); semi recessed joints; pointing as the
work proceeds; as spec ref F10/111
Walls
A
half brick thick and pointing one side
96
m2
-
Facing bricks; 65mm Ibstock Bradgate Regal Facing
Brick; laid half stretcher bond in natural mortar as
section Z21, standard as specified by Structural
Engineer, mix (1:1:6); semi-recessed joints; pointing as
the work proceeds as spec ref F10/110
Walls
B
half brick thick and pointing one side
1443
m2
-
C
half brick thick and pointing one side
100
m2
-
922
m
-
Close cavity with facing brickwork
D
100mm wide; vertical (Provisional)
Concrete blockwork; BS 6073 Part 1; solid, dense; 440 x
215mm; minimum compressive strength 7N/mm 2; laid in
cement lime mortar (1:1:6); stretcher bond; as NBS ref
F10/350
Nb. Internal 215mm internal wall measured in External
Walls for programming reasons as these walls will be
required to support precast concrete floor units
Walls
E
100mm thick (External walls)
2773
m2
-
F
100mm thick (External walls) (Provisional)
150
m2
-
G
100mm wide (Internal Walls) (Provisional)
343
m
-
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2: 21
-
BILL NR 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
EXTERNAL WALLS
QUANT
UNIT
RATE
£
TOTAL
£
A
215mm thick (Internal Walls)
1364
m2
-
B
215mm thick (Internal Wall - Stairs Spine Wall)
106
m2
-
200
m
-
120
m
-
Closing cavities with 100mm thick concrete blockwork
C
100mm wide (Provisional)
Sandstone; Red Sandstone, Hardscape Products Ltd,
dressed and worked in accordance with shop drawings
to be prepared by the supplier, sawn finish, 440 x 225 x
100mm in gauged cement mortar, stretcher bond, flush
pointing as the work proceeds; tied to concrete
blockwork (measured elsewhere) - Supplier: Hardscape
Products Ltd, Ashworth House, Deakins Business Park,
Egerton, Bolton BL7 9RP; Contact: Anthony Collins (tel:
01204 590666); as NBS F30/721
D
100 thick x 225mm high band; pointing one side
E
Extra for external angles
12
Nr
-
F
Extra for vertical ends
12
Nr
-
G
Extra for forming vertical expansion joint; 10 wide; with
Aerofil joint filler, mastic sealant one side
5
m
-
2167
m2
-
ACCESSORIES/SUNDRY ITEMS
Sundries
Forming cavities in hollow walls; Ancon Two Part or other
equal and approved stainless steel wall ties at 450mm
horizontal centres and 450mm vertical centres and additional
ties as NBS F30/214-255; minimum 75mm embedment to
both leaves; as NBS F30/214 and 228; built in; Knauf
Dritherm 37 full fill cavity insulation, installed strictly in
accordance with the manufacturers recommendations; as
spec ref F30/150
H
200mm wide cavity
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2: 22
-
BILL NR 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
EXTERNAL WALLS
QUANT
UNIT
RATE
£
TOTAL
£
Cavity closers with integral damp proofing and
insulation; Thermabate cavity closer; as spec ref
F30/180; 2Nr 100mm wide with connecting clips
A
B
C
to suit 200mm wide cavity; horizontal; to window and door
openings (heads and cills)
388
m
-
to suit 200mm wide cavity; vertical; to window and door
openings
922
m
-
to suit 200mm wide cavity; horizontal; to underside of
timber roof plate
282
m
-
168
m2
-
40
Nr
-
over 225mm wide; stepped over cavity to 600mm overall
width, above windows
162
m2
-
over 225mm wide; stepped to 600mm overall width, to
underside of roof plate
168
m2
-
40
Nr
-
400
Nr
-
70
m
-
Damp proof courses; Caviroll or equal or approved
DPC's or Cavity Trays by Cavity trays Ltd; polyethelene
site formed flexible sheet cavity tray; lapped end sealed
joints; installation strictly in accordance with the
manufacturers recommendations; as spec F30/320 - 560
On horizontal surfaces; forming cavities in hollow walls
D
E
F
G
H
I
over 225mm wide; stepped over cavity to 600mm overall
width, laid on DPC
Extra; external corners
Extra; external corners
Extra; seal cavity tray at ends to form sealed air barrier;
approximate dimensions 150mm wide x 300mm high
Proprietary items
Supply and install compressible filler; compriband with
mastic sealant or equal approved
J
140mm thickness; to seal head of glazing to underside of
timber roof plate (Provisional)
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2: 23
-
BILL NR 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
EXTERNAL WALLS
QUANT
UNIT
RATE
£
TOTAL
£
Weep vents; proprietary plastic vents; as NBS ref
F30/132
A
to 75mm high perpendicular joints in brickwork; at centres
as noted in NBS
1092
m
-
223
m
-
794
m
-
Bricktore, Stainless steel
B
C
Supply & Install 75mm wide Stainless Steel Bricktore
Reinforcement at junctions between masonry finishes, min
450mm long, horizontal, laid every block course
Supply & Install 150mm Stainless Steel Bricktore
Reinforcement at Junctions where internal 215mm block
walls abut external 100mm blockwork walls, min 450mm
long, horizontal, laid every external block vertical course
LINTELS
Supply and install lintels
Lintels; composite item; Catnic ref ANG (brick leaf)-1Nr;
Bertly Lintel Ref SB100 (block leaf)-1Nr; As Structural
Engineers Drawing 214-256/101,102,103 (Lintel Ref 1) 1
D
1000mm long; to window openings
6
Nr
-
E
1500mm long; to window openings
2
Nr
-
F
2200mm long; to window openings
101
Nr
-
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2: 24
-
BILL NR 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
EXTERNAL WALLS
QUANT
UNIT
RATE
£
TOTAL
£
Lintels; composite item; Catnic ref ANG (brick leaf)-1Nr;
Naylor ref R6 (block leaf)-1Nr; As Structural Engineers
Drawing 214-256/101,102,103 Lintel Detail 3
A
1300mm long; to window openings
11
Nr
-
B
1500mm long; to window openings
4
Nr
-
C
2100mm long; to window openings
52
Nr
-
D
3300mm long; to window openings
2
Nr
-
E
3800mm long; to window openings
3
Nr
-
36
Nr
-
Lintels; Naylor lintel ref R6 (to block leaf); ref 3 - As
Structural Engineers Drawing 214-256/101, 102, 103 and
105 (section 4-4 and 4A-4A)
F
1300mm long; to head over internal door openings
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2: 25
-
BILL NR 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
EXTERNAL WALLS
QUANT
UNIT
RATE
£
TOTAL
£
PADSTONES
Padstones; ordinary Portland cement 30 N/mm2;
bedding in cement mortar; As Structural Engineers
Drawing 214-256/101,102,103
Padstones
A
B
C
440 x 100 x 215mm; strapped to block wall with 30 x
2.5mm mild steel straps; Type P1
16
Nr
-
440 x 400 x 400 x 215mm; strapped to block wall with 30 x
2.5mm mild steel straps; Type P2
3
Nr
-
3
Nr
-
440 x 215 x 215mm; strapped to block wall with 30 x
2.5mm mild steel straps; Type P3
ACCESSORIES/SUNDRY ITMES FOR BRICK/BLOCK
WALLING
Design joints in masonry
Form vertical joint in external walls; filled with Adshead
Ratcliffe Arbo Polyethylene foam; 10mm thick joint with
mastic sealant both sides; including 2 Nr wall ties at 225mm
vertical centres; as NBS Ref F30/610
D
vertical joint; in 102.5mm thick facing brick walls
253
m
-
D
vertical joint; in 100mm thick blockwork walls
253
m
-
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2: 26
-
BILL NR 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
EXTERNAL WALLS
QUANT
UNIT
RATE
£
TOTAL
£
EXTERNAL CLADDING/RAINSCREEN
Contractor designed external rainscreen cladding;
VMZINC interlocking panel system or equal approved;
as NBS Ref H92/110 - 985
Wall cladding/rainscreen
A
over 300mm wide
650
m2
-
B
Extra; top edge
125
m
-
C
Extra; bottom edge
125
m
-
D
Extra; side edges
165
m
-
E
Extra; Corners
185
m
-
F
Extra; Penetrations for Air Ducts / Vents and the like;
including cutting and flashing around opening and the
supply & fix of matching Ventilation Grill (Provisional)
72
Nr
-
Item
-
F
Extra; to window openings within areas of cladding
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2: 27
-
BILL NR 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
EXTERNAL WALLS
QUANT
UNIT
RATE
£
TOTAL
£
COLLECTION
-
Page 2:21
"
2:22
-
"
2:23
-
"
2:24
-
"
2:25
-
"
2:26
-
"
2:27
-
TO SUMMARY
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2: 28
-
BILL NR 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
WINDOWS, SCREENS AND EXTERNAL DOORS
Total
WINDOWS, SCREENS AND EXTERNAL DOORS
Contractor design
All the following work is subject to Contractor Design and
the Contractor shall submit to the Architect all designs,
drawings, specification and the like for approval prior to
works being carried out on site; the works shall be carried
out in accordance with the NBS Specifications referred to
within this section
WINDOWS
Windows; Contractor designed; to be Velfac as
manufactured by VELFAC LTD, The Old Livery,
Hildersham, Cambridge, CB21 6DR (Telephone: 01223
897100); windows to be all in accordance with NBS
L10/110 - 510 and are to include all ironmongery; doors
to be in accordance with L20/280 and are to include all
ironmongery included in that section; all in strict
accordance with the manufacturer's recommendations
Windows; punch hole windows; Velfac Ref Velfac V200
System ; as Architects Drawing 3739-522 Window
Schedule; include for a groove to take internal window lining
providing line of air tightness; to include opening lights,
intake panels and infill panels as shown on drawings;
(dimensions are approximate)
A
B
C
D
E
1790 wide x 2100 high; to bedroom; opening light - 1;
Typical window W-Type-A
144
Nr
-
1790 wide x 2100 high; to stairs A & D; opening light 0;typical window W-Type-K
6
Nr
-
1115 wide x 5560 high; to stairs A & D; to include solid
infill panels as shown on drawings; typical window W-TypeL
2
Nr
-
890 wide x 1050 high; to kitchen; opening light - 1; typical
window W-Type-M
9
Nr
-
3610 wide x 2240 high; to kitchen; opening light - 2; typical
window W-Type-N
2
Nr
-
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2: 29
-
BILL NR 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
WINDOWS, SCREENS AND EXTERNAL DOORS
Total
A
B
1790 wide x 2100 high; to kitchen; opening light - 0; typical
window W-Type-P
2
Nr
-
12
Nr
-
2710 wide x 9010mm high; to stair B & C; opening light 2; single door - 1; to include solid infill panels as shown;
Typical window W-Type-B
2
Nr
-
2710 wide x 7500mm high; to stair B & C; opening light 2; to include solid infill panels as shown; Typical window
W-Type-C
2
Nr
-
2610 wide x 8410mm high; to stair A; opening light - 2;
single door - 1; to include solid infill panels as shown;
Typical window W-Type-D
1
Nr
-
3375 wide x 8100mm high; to kitchen; opening light - 3;
intakes - 3; to include solid infill panels as shown; Typical
window W-Type-E
3
Nr
-
1440 wide x 5015mm high; to kitchen; opening light - 0;
intakes - 2; to include solid infill panels as shown; Typical
window W-Type-F
2
Nr
-
3240 wide x 5015mm high; to kitchen; opening light - 2;
intakes - 2; to include solid infill panels as shown; Typical
window W-Type-G
2
Nr
-
1440 wide x 5015mm high; to kitchen; opening light - 0;
intakes - 2; to include solid infill panels as shown; Typical
window W-Type-H
1
Nr
-
3240 wide x 5015mm high; to kitchen; opening light - 2;
intakes - 2; to include solid infill panels as shown; Typical
window W-Type-J
1
Nr
-
2610 wide x 8410mm high; to stair D; opening light - 2;
single door - 1; to include solid infill panels as shown;
Typical window W-Type-R
1
Nr
-
665 wide x 1050 high; to kitchen; opening light - 1; typical
window W-Type-Q
Windows; window walling; Velfac Ref Velfac V200 System ;
as Architects Drawing 3739-522 Window Schedule; include
for a groove to take internal window lining providing line of
air tightness; to include opening lights, intake panels and
infill panels as shown on drawings; to include doors
including ironmongery as L20/280; (dimensions are
approximate)
C
D
E
F
G
H
I
J
K
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2: 30
-
BILL NR 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
WINDOWS, SCREENS AND EXTERNAL DOORS
Total
ASSOCIATED ITEMS IN CONNECTION WITH WINDOWS,
SCREENS AND EXTERNAL DOORS PACKAGES
A
External sealant; as NBS L10/400
1700
m
-
B
Internal sealant; as NBS L10/400
1700
m
-
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2: 31
-
BILL NR 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
WINDOWS, SCREENS AND EXTERNAL DOORS
Total
COLLECTION
-
Page 2:29
"
2:30
-
"
2:31
-
TO SUMMARY
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2: 32
£
0.00
BILL NR 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
JOINERY PACKAGE
SUMMARY
JOINERY PACKAGE - SUMMARY
BEDROOM JOINERY PACKAGE FOR 144 NR
BEDROOMS
Page
2:36
-
JOINERY PACKAGE FOR COMMON AREAS
Page
2:40
-
JOINERY PACKAGE FOR STAIR AREAS
Page
2:44
-
IRONMONGERY
Page
2:45
-
JOINERY PACKAGE TOTAL - TO SUMMARY
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
£
-
2:33
BILL NR 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
JOINERY PACKAGE
PER
BEDROOM
JOINERY - BEDROOM JOINERY PACKAGE
INTERNAL DOORS
L20 DOORS/SHUTTERS/HATCHES; REFER TO DOOR
SCHEDULE (DRAWING NR 3665/623)
Flush doors; ash veneered factory finish; solid ash
lipping to 4 Nr sides; solid core door; Enduracore core
to achieve half hour resistance + 30Dba acoustic rating;
as L20 generally
Doors
A
Door Type - F; bedroom door; size 926 x 2040mm
1
Nr
-
1
Nr
-
7
m
-
22
m
-
1
Nr
-
Softwood door frames; plugged, screwed and
countersunk to metal stud partitions or masonry;
including Adshead Ratcliffe Excel 1075 30/60 minute fire
and smoke perimeter sealant joints all round; as NBS
L20/330;
Door frames; as drawing 3739-525
A
for bedroom door type -F; 60 x 135mm frame (finished
sizes); rebated - 2; ; door frame set; grooved for
intumescent strip; overall frame size 1010mm wide x
2100mm high; as frame detail 01 on drawing 3739-525
P20 UNFRAMED ISOLATED TRIMS/SKIRTINGS/
SUNDRY ITEMS
Sawn softwood; grounds for bedroom desk pin board
and associated shelving (pinboard and shelving by
others)
Grounds
C
25 x 38mm, plugged and screwed to masonry
MDF; plugged, screwed and countersunk to metal stud
partitions or masonry
Architraves
D
20 x 50mm (to both sides of bedroom door, one side of
pod door and around jambs and head and under cill of
window)
Batten for fixing blinds; as detail on drawing 3739-532
E
100 x 20mm; 2000mm long (approx)
Plywood ; MR Bonding, grade B/BB, internal quality
Pattresses; to bedrooms
F
300 x 300 x 12mm; screwed to and including timber
noggins; for TV support
1
Nr
F
300 x 300 x 12mm; screwed to and including timber
noggins; for radiators
1
Nr
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
-
2:34
BILL NR 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
JOINERY PACKAGE
Medium density fibreboard; plugged, screwed and
countersunk to metal stud partitions or masonry
Skirtings
A
100 x 18mm
12
m
-
CILLS AND REVEALS TO WINDOWS
Cills and reveals to windows; MDF moisture resistant;
plugged, screwed and countersunk to metal stud
partitions or masonry
Window boards; as detailed on 3739-532
B
22 x 270mm wide; grooved; bullnosed; radiused ends (2
Nr)
2
m
-
C
75 x 22mm wide; grooved (below window board)
2
m
-
Lining to window reveal and head; as detailed on 3739-532
C
22 x 260mm wide; grooved
6
m
-
C
75 x 22mm wide; grooved
6
m
-
12
m
-
1
Nr
1
Nr
Sawn softwood; grounds for cill and reveal boards
Grounds
D
25 x 25mm, plugged and screwed to masonry (Provisional)
SUNDRY
Fix only tv bracket (tv bracket supplied by others)
A
TV bracket; 4 Nr screws to plywood; pre drill laminate
faced pinboard
Supply and fix plastic grommit to take cable throgh pinboard;
colour to match pinboard
B
50mm diameter
Forming holes; through laminate faced pinboard
C
50mm diameter; to take plastic grommit (taken
elswhewere)
1
Nr
D
90mm x 90mm; to take single pattress box
2
Nr
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
-
2:35
BILL NR 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
JOINERY PACKAGE
COLLECTION
-
Page 2:34
"
-
2:35
SUB-TOTAL JOINERY PACKAGE FOR 1
NR BEDROOM
MULTIPLY X 144 FOR 144 NR
BEDROOMS - CARRIED TO JOINERY
PACKAGE SUMMARY
-
X 144
-
To Summary £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
-
2:36
BILL NR 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
JOINERY PACKAGE
JOINERY PACKAGE FOR FLAT COMMON AREAS
(CORRIDORS AND KITCHENS)
INTERNAL DOORS
L20 DOORS/SHUTTERS/HATCHES; REFER TO DOOR
SCHEDULE (DRAWING NR 3739/524 & 525)
Flush doors; ash veneered factory finish; solid ash
lipping to 4 Nr sides; solid core door; Enduracore core
to achieve half hour resistance = 30Dba acoustic rating;
as L20 generally
Doors
A
Door Type -B; cluster entrance door - single; size 926 x
2040mm; 30 minute fire rating; having opening for vision
panel size 200 x 1450mm; as L20/230
18
Nr
-
B
Door Type -D; service riser doors - double; pair doors each
size 726 x 2040mm; 30 min fire rating
36
Prs
-
C
Door Type -E; riser doors - single; size 626 x 2040mm; 30
min fire rating
72
Nr
-
D
Door Type -G; kitchen door - single; size 926 x 2040mm;
fully glazed vision panel size 614 x 1606mm
18
Nr
-
18
Nr
-
36
Nr
-
72
Nr
-
18
Nr
-
Softwood door frames; plugged, screwed and
countersunk to metal stud partitions or masonry;
including Adshead Ratcliffe Excel 1075 30/60 minute fire
and smoke perimeter sealant joints all round; as NBS
L20/330;
Door frames; as drawing 3739-525
E
for cluster entrance door type -B; 60 x 135mm frame
(finished sizes); rebated - 2; ; door frame set; grooved
for intumescent strip; overall frame size 1010mm wide x
2100mm high; as frame detail 04 on drawing 3739-525
F
for riser door type -D; double; 60 x 135mm frame
(finished sizes); rebated - 2; door frame set; grooved for
intumescent strip; overall frame size 1528mm wide x
2100mm high; as frame detail 03 on drawing 3739-525
G
for riser door type -E; single; 60 x 135mm frame (finished
sizes); rebated - 2; door frame set; grooved for
intumescent strip; overall frame size 710mm wide x
2100mm high; as frame detail 02 on drawing 3739-525
H
for kitchen door type -G; 60 x 135mm frame (finished
sizes); rebated - 2; ; door frame set; grooved for
intumescent strip; overall frame size 1010mm wide x
2100mm high; as frame detail 04 on drawing 3739-525
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
-
2:37
BILL NR 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
JOINERY PACKAGE
L20 GENERAL GLAZING
Glazing to doors and side screens; Pilkington Pyrodur
Plus 7mm to achieve class B safety standards to
BS6206 to achieve half hour fire integrity resistance;
glazing set in 20 x 2 Dufaylite Interdens intumescent sea
glazing gasket
To timber beads and channels
A
size 200 x 1450mm (to cluster entrance door)
18
Nr
-
B
size 614 x 1606mm (to kitchen door)
18
Nr
-
972
m
-
117
m
-
935
m
-
18
Nr
P20 UNFRAMED ISOLATED TRIMS/SKIRTINGS/
SUNDRY ITEMS
MDF; plugged, screwed and countersunk to metal stud
partitions or masonry
Architraves
C
20 x 50mm (to one side of single and double riser doors,
both sides of flat entrance door and kitchen door and
around jambs and head of window) (note - architraves to
corridor-side of bedroom door included with Bedroom
Joinery package)
Batten for fixing blinds; as detail on drawing 3739-532
D
100 x 20mm
Medium density fibreboard; plugged, screwed and
countersunk to metal stud partitions or masonry
Skirtings
E
100 x 18mm
Pattresses; to corridors
F
300 x 300 x 12mm; screwed to and including timber
noggins; for extinguishers supports
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
-
2:38
BILL NR 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
JOINERY PACKAGE
CILLS AND REVEALS TO WINDOWS
Cills and reveals to windows; MDF moisture resistant;
plugged, screwed and countersunk to metal stud
partitions or masonry
Window boards
A
22 x 270mm wide; grooved; bullnosed; radiused ends (2
Nr)
111
m
-
298.5
m
-
597
m
-
Lining to window reveal and head
B
22 x 260mm wide; grooved
Sawn softwood; grounds for cill and reveal boards
Grounds
C
25 x 25mm, plugged and screwed to masonry (Provisional)
SUNDRY
Forming holes; through laminate faced kitchen unit carcass
D
25mm diameter; for cable route
36
Nr
-
F
90mm x 90mm; to take single pattress box
36
Nr
-
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
-
2:39
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
BILL NR 2
JOINERY PACKAGE
COLLECTION
-
Page 2:37
"
2:38
-
"
2:39
-
Common Areas Total - carried to Joinery Package Summary £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
-
2:40
BILL NR 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
JOINERY PACKAGE
COMMON AREAS JOINERY PACKAGE (STAIR
INTERNAL DOORS
L20 DOORS/SHUTTERS/HATCHES; REFER TO DOOR
SCHEDULE (DRAWING NR 3739/524 & 525)
Flush doors; ash veneered factory finish; solid ash
lipping to 4 Nr sides; solid core door; Enduracore core
to achieve one hour resistance = 30Dba acoustic rating;
as L20 generally
Doors; 54mm thick
A
Door Type - C; IT store door - single; size 826 x 2040mm;
FD60S to meet one hour fire resistance
4
Nr
-
Flush doors; Formica factory finish; solid ash lipping to
4 Nr sides; solid core door; Enduracore core to achieve
one hour resistance = 30Dba acoustic rating; as L20
generally
Doors; 54mm thick
B
Door Type - I; mechanical riser door - single; size 726 x
2040mm; FD60S to meet one hour fire resistance
12
Nr
-
C
Door Type - J; electrical riser door - single; size 726 x
2040mm; FD60S to meet one hour fire resistance
12
Nr
-
3
Nr
-
4
Nr
-
Doors; solid ash door incorporating glass panel; to
achieve half hour fire resistance FD30
Doors; 40mm thick; FD30S
D
Door Type - K; lobby door / screen - single; size 926 x
2040mm; having opening for vision panel size 614 x
1606mm
Hardwood door frames; plugged, screwed and
countersunk to metal stud partitions or masonry;
including Adshead Ratcliffe Excel 1075 60 minute fire
and smoke perimeter sealant joints all round; as NBS
L20/330
E
for IT store door - single; 50 x 135mm frame with 25mm
x 54mm rebate (finished sizes); door frame set; grooved
for rebated intumescent strip; overall frame size 9100mm
wide x 2100mm high; as frame detail 05 on drawing
3739-525
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
-
2:41
BILL NR 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
JOINERY PACKAGE
A
for mechanical and electrical riser door - single; 50 x
135mm frame with 25mm x 54mm rebate (finished
sizes); door frame set; grooved for rebated intumescent
strip; overall frame size 810mm wide x 2100mm high; as
frame detail 05 on drawing 3739-525
24
Nr
-
4
Nr
-
Solid ash door frames; plugged, screwed and
countersunk to metal stud partitions or masonry;
including 30 minute fire rated perimeter sealant joints al
round
B
for lobby door and side screen - single door and side
screen for glass panel; frame dimensions to be provided
by Contractor to suit size of door and screen; door frame
set; grooved for intumescent strip; overall frame size
2295mm wide x 2100mm high; as frame detail 04 on
drawing 3739-525
L20 GENERAL GLAZING
Glazing to doors and side screens; Pilkington Pyrodur
Plus 7mm to achieve class B safety standards to
BS6206 to achieve half hour fire integrity resistance;
glazing set in 20 x 2 Dufaylite Interdens intumescent sea
glazing gasket
To timber beads and channels
C
size 614 x 1606mm (to lobby door)
4
Nr
-
D
size 1173 x 1993mm (to lobby side screen)
4
Nr
-
140
m
-
P20 UNFRAMED ISOLATED TRIMS/SKIRTINGS/
SUNDRY ITEMS
MDF; plugged, screwed and countersunk to metal stud
partitions or masonry
Architraves
E
20 x 50mm (to both sides of IT store room door, both sides
of lobby screen and one side of mechanical and electrical
doors)
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
-
2:42
BILL NR 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
JOINERY PACKAGE
Medium density fibreboard; plugged, screwed and
countersunk to metal stud partitions or masonry
Skirtings
A
100 x 20mm
175
m
-
96
m
-
Stair strings; cut to profile of treads and risers
B
265mm (overall) wide x 20mm
Stair Wall Cappings; MDF moisture resistant; Oak
veneered; plugged, screwed and countersunk to
masonry; as Stair Wall Capping detail drawing 3739-532
Cappings
C
D
305 x 95mm; return - 2Nr; chamfered top edges - 2Nr
Extra; mitred corner
17
m
-
4
Nr
-
12
Nr
-
Plywood ; MR Bonding, grade B/BB, internal quality
Pattresses; for extinguishers
E
300 x 300 x 12mm; screwed to and to include timber
noggins
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
-
2:43
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
BILL NR 2
JOINERY PACKAGE
COLLECTION
-
Page 2:41
"
2:42
-
"
2:43
-
Stairs Areas Total - carried to Joinery Package Summary £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
-
2:44
BILL NR 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
JOINERY PACKAGE
IRONMONGERY
Fix the following iromnmongery (supply of ironmongery
included as a provisional sum elsewhere)
Fix only the following ironmongery to wood
A
Satin stainless Steel Coat hooks Fjord Range with
concealed fixings
144
Nr
-
B
Glutz Sprung loaded Satin Stainless Steel 19 mm dia
Lever handle on concealed fixiing rose with bolt through
fixing and Heso spindle
288
Nr
-
C
Satin stainless steel half set levers handles on roses
18
Nr
-
D
Concealed fixing Satin stainless steel Euro profile
escutchoen plate with bolt through fixing to steel rose
288
Nr
-
E
Bathroom thumbturn and emergency release with indicator
concealed rose fixing with Heso spindle and grub screw
fixing
144
Nr
-
F
Glutz 425 mmx19mm dia bolt through fixing pull handles in
satin stainless steel
22
Nr
-
G
Patented Eccentric pinion overhead door closer With
Progressive Decreasing power curve non projecting guide
rail and arm Size 2 to 3 BS EN 1154 Certifire approved CE
Marked With Valve adjustable closing speed and Latch
action
184
Nr
-
H
Master Keyed Cam lock suited to internal suiting system
144
Nr
-
I
Protection plates radius corner 500mmx75mm satin
stainless steel with screws
22
Nr
-
J
Master keyed euro pro-file single cylinder 45mm with
patent protection keyway & Anti bumping mechanism.(no
keys)
132
Nr
-
K
Master keyed euro single cylinder 45mm with patent
protection keyway sn finish (with 2 keys)
4
Nr
-
L
master keyed euro pro-file cylinder and thumbturn 71mm
with patent protection keyway mechanism with 2 keys
148
Nr
-
M
master keyed cylinder 45mm to be common under new
master key (no keys)
18
Nr
-
N
Chrome finish barrel bolts 200mmx32mm with screws
72
Nr
-
O
Emergency mortice nightlatch cases 50mm
18
Nr
-
P
Qube euro-profile small deadlock case 76mm with bolt
through fixing for cylinders
136
Nr
-
Q
Satin stainless euro profile cylinder pulls ch316
136
Nr
-
R
Satin stainless steel blank escutcheons
18
Nr
-
S
Wall mounted door stop on concealed fix rose satin
stainless steel
T
Satin stainless floor door stops
U
Satin stainless steel 75mm dia disc to read fire door keep
shut complete with screws
V
75mm dia disc sign with fire door keep locked in s.a.a.
Finish complete with screws
W
Satin stainless steel 75mm sign to read automatic fire door
keep clear
X
Satin stainless steel butt hinges 3mm Toggle gap and
radius corners complete with screws
Y
Assa Half Splitting Spindle 43mm
Z
18
Nr
-
166
Nr
-
64
Nr
-
144
Nr
-
36
Nr
-
1500
Nr
-
18
Nr
-
935mm silver silver dropdown seal with 13mm gap mortice
to bottom of door
144
Nr
-
AA
Mortice sashlock case 72mm centres 60mm backset din
standards C E Marked 1121
144
Nr
-
AB
Electro magnetic hold open device to be supplied by others
18
Nr
-
AC
Satin stainless steel upside down euro cylinder pull
18
Nr
-
AD
Fixings packs
18
Nr
-
Ironmongery Total - carried to Joinery Package Summary £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
-
2:45
BILL NR 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
INTERNAL PARTITIONS
PLASTERBOARD DRY LINING/PARTITIONS/ CEILINGS
Type 1 - Bed to Bed and Bed to Corridor - all as NBS
K10/127A and as shown on ABW drawing 3739-530 (Note:
skim coat measured in Wall Finishes)
Partitions; 143mm thick (nominal thickness excluding
finishes); built to underside of soffit
A
2700 - 3000mm high (Approx height 2800mm)
790
m
-
B
Abutments to walls; blockwork; plugging and screwing
403
m
-
C
Tee junction to partitions
202
m
-
D
Forming opening for single door (bedroom door)
144
Nr
-
E
Forming opening for single door (duct door)
72
Nr
-
E
Forming opening for double door (double duct door)
36
Nr
-
F
Head detail; apply continuous bead acoustic sealant to
clean, dry dust free surfaces, leaving no gaps at junctions to
adjoining structure; as noted on drawing 3739-530
790
m
-
790
m
-
90
m
-
168
m
-
G
Plate detail; apply continuous bead acoustic sealant to
clean, dry dust free surfaces, leaving no gaps at junctions to
adjoining structure; as noted on drawing 3739-530
Type 2 - Riser to stair core area - all as NBS K10/127D
and as shown on ABW drawing 3739-530 (Note: skim coat
measured in Wall Finishes); built to underside of soffit
Partitions; 77mm thick (nominal thickness excluding
finishes)
H
2700 - 3000mm high (Approx height 2800mm)
I
Abutments to walls; blockwork; plugging and screwing
J
Tee junction to partitions
70
m
-
K
End to partitions
70
m
-
L
Forming opening for single door
36
Nr
-
H
less than 1500mm high (Approx height 1000mm); infill
partition over flat entrance door
12
m
-
Head detail; apply continuous bead acoustic sealant as NBS
K10/526A to clean, dry dust free surfaces, leaving no gaps
at junctions to adjoining structure; as noted on drawing 3739530
102
m
-
Plate detail; apply continuous bead acoustic sealant as NBS
K10/526A to clean, dry dust free surfaces, leaving no gaps
at junctions to adjoining structure; as noted on drawing 3739530
90
m
-
M
N
TO SUMMARY £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2: 46
-
BILL NR. 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
FLOOR FINISHES
Total
FLOOR FINISHES; REFER TO GA INTERNAL FINISHES
LAYOUT (DRAWING NR 3692/520)
CEMENT AND SAND SCREEDS
Screeds; cement and sand (1:4) with fibremesh; as
NBS M10/115-700
Screed; laid level and to falls not exceeding 15 degrees
from horizontal
A
100mm thick; over 300mm wide; to ground floor
1,173
m2
-
B
100mm thick; over 300mm wide; to first floor
1,173
m2
-
C
100mm thick; over 300mm wide; to second floor
1,173
m2
-
D
50mm thick; over 300mm wide; to staircase landings and
half landings
133
m2
-
over 300mm wide; level or to falls not exceeding 15
degrees from horizontal; to ground floor
1,173
m2
-
over 300mm wide; level or to falls not exceeding 15
degrees from horizontal; to first floor
1,173
m2
-
over 300mm wide; level or to falls not exceeding 15
degrees from horizontal; to 2nd floor
1,173
m2
-
133
m2
-
DPM to concrete screeds; preparing surfaces; P131
Neopreme x 2 coats Tremco ES3000 DPM; Stop Gap
Green Bag Moisture Tolerant; NBS spec ref M50/110171
Floors
E
F
G
H
over 300mm wide; level or to falls not exceeding 15
degrees from horizontal; to staircase landings and half
landings
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2: 47
-
BILL NR. 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
FLOOR FINISHES
Total
Self levelling screeds; Ardex screeds; to screeded
floors; Minimum 2mm thick; NBS spec ref M50/460
Floors
A
B
C
D
over 300mm wide; level or to falls not exceeding 15
degrees from horizontal; to ground floor
1,173
m2
-
over 300mm wide; level or to falls not exceeding 15
degrees from horizontal; to first floor
1,173
m2
-
over 300mm wide; level or to falls not exceeding 15
degrees from horizontal; to 2nd floor
1,173
m2
-
133
m2
-
over 300mm wide; level or to falls not exceeding 15
degrees from horizontal; to staircase landings and half
landings
CARPET
NOT MEASURED IN ACCORDANCE WITH SMM 7
Carpet roll; Timzo Oxford Broadloom carpet; including
Durafit 650 Underlay; standard colour; As NBS M50/130
Bedrooms; over 300mm wide; level or to falls not
exceeding 15 degrees from horizontal; to screeded floors;
carpet to be laid under bedroom furniture
G
Block A; 24Nr
Item
H
Block B; 48Nr
Item
I
Block C; 48Nr
Item
J
Block D; 24Nr
Item
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2: 48
-
BILL NR. 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
FLOOR FINISHES
Total
Carpet tiles; Burmatex Tivoli Carpet tiles; 600 x 600mm
including Durafit 650 Underlay; standard colour; As
NBS M50/130
Floors
Corridors to bedrooms; over 300mm wide; level or to falls
not exceeding 15 degrees from horizontal; to screeded
floors
A
Block A; 3 Nr
Item
B
Block B (double block); 6 Nr
Item
C
Block C (double block); 6 Nr
Item
D
Block D; 3 Nr
Item
Staircase areas; over 300mm wide; level or to falls not
exceeding 15 degrees from horizontal; to concrete
E
F
G
H
Stair - A; to full stairwell (all floors); including landings
and half landings
Item
Stair - B; to full stairwell (all floors); including landings
and half landings
Item
Stair - C; to full stairwell (all floors); including landings
and half landings
Item
Stair - D; to full stairwell (all floors); including landings
and half landings
Item
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2: 49
-
BILL NR. 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
FLOOR FINISHES
Total
Staircase areas; not exceeding 300mm wide; to stair
treads and risers; to concrete
A
Stair - A; to treads and risers
Item
B
Stair - B; to treads and risers
Item
C
Stair - C; to treads and risers
Item
D
Stair - D; to treads and risers
Item
MARMOLEUM SHEETING
Marmoleum sheeting; manufacturered by Forbo
Flooring Systems; Marmoleum Real 2.5mm Range ;
standard colour; mastic sealed at perimeters in
accordance with the manufacturers recommendations;
As NBS M50/110
Floors
Lounge and Kitchen areas; over 300mm wide; laid level or
to falls not exceeding 15 degrees from horizontal; to
screeded floors
E
Block A; 3 Nr
Item
F
Block B (double block); 6 Nr
Item
G
Block C (double block); 6 Nr
Item
H
Block D; 3 Nr
Item
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2: 50
-
BILL NR. 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
FLOOR FINISHES
Total
GENERAL FIXTURES/FURNISHINGS/EQUIPMENT
Entrance matting; Heckmondwhite Diamond Entrance
Barrier Matting; including aluminium matwell edge trim
Entrance matting; including aluminium matwell edge trim
over 300mm wide; laid level or to falls not exceeding 15
degrees from horizontal; to concrete; Entrance areas
A
Stair - A; Ground floor entrance area
Item
B
Stair - B; Ground floor entrance area
Item
C
Stair - C; Ground floor entrance area
Item
D
Stair - D; Ground floor entrance area
Item
Accessories; As Drawing 3739-531
Aluminium stair nosings; Gradus range aluminium nosings
with contrasting PVC inserts; product reference ELA 51750;
plugged and screwed and glued to concrete; NBS M50/750
Nosings; staircase areas; to staircase treads and landings
and half landings areas
E
Stair - A
Item
F
Stair - B
Item
G
Stair - C
Item
H
Stair - D
Item
Thresholds; timber; carpet to carpet; to match door finish;
plugged and screwed to screed
Type T1; bedroom and corridor areas
I
Block A; 24Nr
Item
J
Block B; 48Nr
Item
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2: 51
-
BILL NR. 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
FLOOR FINISHES
Total
A
Block C; 48Nr
Item
B
Block D; 24Nr
Item
Thresholds; Gradus TA6 aluminium threshold; Carpet to
Marmoleum; plugged and screwed and glued to screed
Type T2; Corridor to Kitchen
C
Block A; 3 Nr
Item
D
Block B (double block); 6 Nr
Item
E
Block C (double block); 6 Nr
Item
F
Block D; 3 Nr
Item
Thresholds; timber; barrier matting to carpet; to match door
finish; plugged and screwed to screed
Type T3; entrance lobby areas
G
Stair - A; Ground floor entrance area
Item
H
Stair - B; Ground floor entrance area
Item
I
Stair - C; Ground floor entrance area
Item
J
Stair - D; Ground floor entrance area
Item
Thresholds; aluminium threshold; part of entrance door
system; plugged and screwed to screed
Type T4; Entrance Lobby areas
K
Stair - A; Ground floor entrance area
Item
L
Stair - B; Ground floor entrance area
Item
M
Stair - C; Ground floor entrance area
Item
N
Stair - D; Ground floor entrance area
Item
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2: 52
-
BILL NR. 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
FLOOR FINISHES
Total
COLLECTION
0.00
Page 2:47
"
2:48
0.00
"
2:49
0.00
"
2:50
0.00
"
2:51
0.00
"
2:52
0.00
To Summary £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2: 53
0.00
BILL NR 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
WALL FINISHES
WALL FINISHES
Wall lining on adhesive; British Gypsum DriLyner Basic;
all as NBS K10/187A and as shown on ABW drawing
3739-530 (Note: skim coat measured separately - see
Wall Finishes)
Walls
A
over 300mm wide; ground, first and second floors
B
not exceeding 300mm wide; ground, first and second
floors
A
over 300mm wide;
C
over 300mm wide; in staircase areas
D
not exceeding 300mm wide; ground, first and second
floors; in staircase areas
5580
m2
-
781
m
-
m
2
-
531
m
2
-
65
m
-
m2
-
m
-
5580
Plaster; British Gypsum Thistle Board Finish or Thistle
Multi-Finish; skim coat; 2mm thick; on plasterboard as
Spec ref K10/681A
Walls
E
over 300mm wide
G
not exceeding 300mm wide; ground, first and second
floors
H
over 300mm wide; in staircase areas
I
not exceeding 300mm wide; ground, first and second
floors; in staircase areas
5,600
420
2
531
m
65
m
-
m2
-
-
Plaster; British Gypsum Thistle DuraFinish; skim coat;
2mm thick; on plasterboard as Spec ref K10/681B
Walls
E
over 300mm wide
F
over 300mm wide; to face of bathroom pods to align
surfaces (Provisional)
390
m2
-
not exceeding 300mm wide; ground, first and second
floors
421
m
-
1,200
m
-
1,200
m
-
G
4,920
Angle beads; thin coat
J
ref 553; fixing with plaster dabs to plasterboard
(Provisional)
Stop beads; thin coat
K
ref 560; fixing with plaster dabs to plasterboard
(Provisional)
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2: 54
-
BILL NR 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
WALL FINISHES
M40 STONE/CONCRETE/QUARRY CERAMIC
TILING/MOSAIC
Ceramic tiling: Pilkington or other similar approved;
product reference Prismatic Satin White, size 150mm x
150mm x 6.5mm thick, adhesive and grout as
manufacturers recommendations, fixing to plastered
surfaces as specification clause M40/110-250
Walls
L
over 300mm wide
M
not exceeding 300mm wide
144
m2
-
36
m
-
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2: 55
-
BILL NR 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
WALL FINISHES
COLLECTION
-
Page 2:54
"
-
2:55
TO SUMMARY £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2: 56
-
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
BILL NR 2
CEILING FINISHES
Total
CEILING FINISHES
British Gypsum; Gyproc Fireline Board (thickness and
Nr of layers as noted below); including visqueen
vapour/air tightness barrier, lapped and taped joints;
additional noggins where required; fixed to underside
of timber roof structure; All as NBS K10 / 210; fixed in
accordance with manufacturers recommendations
Ceilings
A
B
C
over 300mm wide; including Visqueen and 2 Nr layers
15mm Fireline Board; 2nd floor
1163
m2
-
over 300mm wide; including Visqueen and 2 Nr layers
15mm Fireline Board; 2nd floor; to staircase areas
Extra; forming bulkheads 300 - 600mm girth
(Provisional)
2
11
m
25
m
-
1163
m2
-
11
m2
-
25
m
-
-
Suspended ceiling with metal framing; substrate
ceiling to 2nd F only; Gyproc Casoline MF ceiling
system; British Gypsum; composite suspended
ceiling system including hangers, primary and
secondary grids, perimeters, lining and fixing; fixed to
timber / fireline board; Gyproc Wallboard (thickness
and Nr of layers as noted below); All as NBS K10 / 220;
fixed
in
accordance
with
manufacturers
recommendations
D
E
F
over 300mm wide; including 1 Nr layer 12.5mm Gyproc
Wall Board; substrate ceiling to 2nd floor
over 300mm wide; including 1 Nr layer 12.5mm Gyproc
Wall Board; substrate ceiling to 2nd floor; staircase areas
Extra; forming bulkheads 300 - 600mm girth
(Provisional)
TO COLLECTION £
2:57
-
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
BILL NR 2
CEILING FINISHES
Suspended ceiling with metal framing; Gyproc
Casoline MF ceiling system; British Gypsum;
composite suspended ceiling system including
hangers, primary and secondary grids, perimeters,
lining and fixing; fixed to concrete soffits; depth of
suspension as shown on drawings, generally 400500mm; Gyproc Wallboard (thickness and Nr of layers
as noted below); All as NBS K10 / 216; fixed in
accordance with manufacturers recommendations
Ceilings
A
A
B
A
D
over 300mm wide; including 1 Nr layer 12.5mm Gyproc
Wall Board; ground floor
1163
m2
-
over 300mm wide; including 1 Nr layer 12.5mm Gyproc
Wall Board; ground floor; to staircase areas
11
m2
-
1163
m2
-
11
m2
-
100
m
-
3489
m2
-
over 300mm wide; including 1 Nr layers 15mm Gyproc
Wall Board; 1st floor
over 300mm wide; including 1 Nr layer 12.5mm Gyproc
Wall Board; ground floor; to staircase areas
Extra; forming bulkheads 300 - 600mm girth
(Provisional)
Plaster; British Gypsum Thistle Board Finish skim
coat; As NBS K10 681A; steel trowelled finish; 2mm
thick
Ceilings
E
over 300mm wide; ground, first and second floors
F
over 300mm wide; in staircase areas
33
m
2
G
over 300mm wide; to bulkheads 300 - 600mm girth
75
m
2
TO COLLECTION £
2:58
-
-
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
BILL NR 2
CEILING FINISHES
Insulation
Glass fibre sound deadening insulation; Isover APR 1200;
laid in position within MF ceiling system
A
100mm thick; to ground and first floors (Provisional)
B
300mm thick; to tops of bathroom pods and metal frame
above; (Provisional)
2
2346
m
144
Nr
TO COLLECTION £
2:59
-
-
-
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
BILL NR 2
CEILING FINISHES
COLLECTION
Page 2:57
0.00
"
2:58
0.00
"
2:59
0.00
To Summary £
2:60
0.00
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
BILL NR 2
DECORATION
Total
M60 PAINTING/CLEAR FINISHING; INTERNALLY
NOT MEASURED IN ACCORDANCE WITH SMM 7
Painting plaster surfaces; one mist coat; one
undercoats; two coats matt emulsion; as NBS M60/110
& 111; as Drawing 3739-531
Generally; to walls and ceilings
Bedroom Areas
A
Block A; 18Nr
Item
B
Block B; 36Nr
Item
C
Block C; 36Nr
Item
D
Block D; 18Nr
Item
Corridor Areas
E
Block A; 3Nr
Item
F
Block B; 6Nr
Item
G
Block C; 6Nr
Item
H
Block D; 3Nr
Item
Painting plaster surfaces; one mist coat; one
undercoats; two coats eggshell emulsion; as NBS
M60/150; as Drawing 3739-531
Generally; to walls and ceilings
Kitchen Areas; allow for 2Nr colours
I
Block A; 3Nr
Item
J
Block B; 6Nr
Item
K
Block C; 6Nr
Item
TO COLLECTION £
2:61
‐
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
BILL NR 2
DECORATION
A
Block D; 3Nr
Item
Starcase and lobby Areas
B
Stair - A
Item
C
Stair - B
Item
D
Stair - C
Item
E
Stair - D
Item
Prepare, paint one coat primer, two undercoats and two
coats eggshell paint; as NBS M60/151 & 152; as Drawing
3739-531
General wood surfaces, including MDF skirtings, architraves, window boards, linings, doors, etc.
Generally
Bedroom Areas
F
Block A; 18Nr
Item
G
Block B; 36Nr
Item
H
Block C; 36Nr
Item
I
Block D; 18Nr
Item
TO COLLECTION £
2:62
‐
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
BILL NR 2
DECORATION
Corridor Areas
A
Block A; 3Nr
Item
B
Block B; 6Nr
Item
C
Block C; 6Nr
Item
D
Block D; 3Nr
Item
Kitchen Areas; allow for 2Nr colours
E
Block A; 3Nr
Item
F
Block B; 6Nr
Item
G
Block C; 6Nr
Item
H
Block D; 3Nr
Item
Starcase and lobby Areas
I
Stair - A
Item
J
Stair - B
Item
K
Stair - C
Item
L
Stair - D
Item
TO COLLECTION £
2:63
‐
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
BILL NR 2
DECORATION
COLLECTION
Page 2:61
0.00
" 2:62
0.00
" 2:63
0.00
To Summary £
2:64
BILL NR 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
FITTINGS
Total
BEDROOM FITTINGS / FIXED FURNITURE
Note: The following Bedroom Fittings / Fixed
Furniture are to be as manufactured and supplied
by the following named supplier. No alternatives
will be accepted.
OEP Building Services Ltd
31-33 Sun Street
Lancaster
LA1 1EW
Tel: 01524 841266
Fax: 01524 848403
Contact: Jan Zawadski
Email: [email protected]
Supply and install composite furniture /
prefabricated units to bedrooms; to be delivered to
site/bedroom fully assembled with protective
wrapping; construction, finish, ironmongery all as
detailed and specified on ABW drawing nr 3739-533
Composite Furniture to bedrooms as follows:A
Desk / wardrobe
144
Nr
-
144
Nr
-
NOTE: desk / wardrobe to include the above desk
pinboard; however, the 300 x 300mm plywood
pattress to take TV bracket is measured separately
in the joinery package and should not be priced with
this item. Desk / wardrobe to include for cut-out hole
for pattress
B
Bed / Headboard
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2:65
0.00
BILL NR 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
FITTINGS
Total
KITCHEN FITTINGS
NOTE: The following fittings related to kitchen
fittings to be manufactured, supplied and installed
complete
to
separate
kitchens
in
the
accommodation blocks
Supply and install composite furniture /
prefabricated units to kitchens; to be delivered to
site/bedroom fully assembled with protective
wrapping; construction, finish, ironmongery all as
detailed and specified on ABW drawing nr 3739-533
Composite Furniture to kitchens as follows:A
B
student food store; all as detailed and specified on
ABW drawing nr 3739-533
MVHR unit enclosure; to be lockable enclosure;
internally lined with acoustic foam and sealed to
reduce noise breakout; condensate pipe to drain
into SVP in pod riser; all as detailed and specified
on ABW drawing nr 3739-529
18
Nr
-
18
Nr
-
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2:66
0.00
BILL NR 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
FITTINGS
Total
Note: The following Kitchens are to be as
manufactured and supplied by the following named
supplier. No alternatives will be accepted.
OEP Building Services Ltd
31-33 Sun Street
Lancaster
LA1 1EW
Tel: 01524 841266
Fax: 01524 848403
Contact: Jan Zawadski
Email: [email protected]
Supply and install new kitchen fittings; base units,
wall units and worktops all as NBS N11; include for
silicone sealant to worktops and units; as GA
kitchen layouts shown on ABW typical kitchen
layout as detailed on drawing nr 3739-529
Kitchen installation complete; including 2 Nr integrated
electric induction hobs, 2 Nr integrated ovens and 2 Nr
single drainer sinks with taps; as GA kitchen layouts
shown on ABW drawing nr 3739-529
A
to Block A
3
Nr
-
B
to Block B
6
Nr
-
C
to Block C
6
Nr
-
D
to Block D
3
Nr
-
36
Nr
‐
-
36
Nr
‐
-
E
F
Extra; integrated induction Hob - Lamona LAM1761
Extra; integrated oven - Lamona 72cm LAM4401
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2:67
0.00
BILL NR 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
FITTINGS
Total
LOOSE FITTINGS
Supply and install the following fixtures and fittings
to Kitchens
A
Fridge - Hotpoint RLA36P
36
Nr
-
-
B
Freezer - Hotpoint RZA36P
36
Nr
-
-
C
Induction Hob - Lamona LAM1761 (included above see Kitchen Fittings section)
36
Nr
‐
INCL
36
Nr
‐
INCL
D
Oven - Lamona 72cm LAM4401 (included above - see
Kitchen Fittings section)
E
Television - LG 32LN5400 32"
18
Nr
-
-
F
Television Bracket - Wall 1105 TV Bracket
18
Nr
-
-
G
Extraction Fan
18
Nr
-
-
Blinds; wipe clean fabric blind with side chain
operation; fabric openness to be 3% providing solar
shading; to be Astralux 3000 system or other similar
and approved; operation by slide ball chain restrainer;
Astralux Century Anti-Microbial; colour to be
confirmed; as NBS N10/110
I
To suit Window Type E
9
Nr
-
J
To suit Window Type F
4
Nr
-
K
To suit Window Type G
4
Nr
-
L
To suit Window Type M
9
Nr
-
M
To suit Window Type N
5
Nr
-
N
To suit Window Type P
5
Nr
-
O
To suit Window Type Q
9
Nr
-
To Summary £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2:68
0.00
BILL NR 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
FITTINGS
Total
A
Iron - Igenix IG3118 Steam Iron
18
Nr
-
-
B
Ironing Board - Peelmount Ironboard/4 Metal Mesh
18
Nr
-
-
C
Ironing Board -Cover
18
Nr
-
-
D
Table; Cloud Level A frame kirk range 2000mm x
1000mm deep, Silver with 25mm MFC Top KRK/2010REC/E
18
Nr
-
-
E
Chairs; Chair with upholstered seat pad in Xtreme
Plus - CALIXO-ACS-UP-XTREME
144
Nr
-
-
E
Bean bags; Adult - Panelled XL
18
Nr
-
-
F
Recycling Bins - Jewsons Limited, Linear 360 recycle
bins, Ex Carron Pheonix (2 x 15Ltr & 1 x 30 litre)
18
Nr
-
-
18
Nr
-
-
2
Nr
-
-
18
Nr
-
-
4
Nr
-
-
G
Vacuum Cleaner - Nilfisk NER200
H
Mop Handle & Head - Vertella - TEY3015 (Box of 15)
I
J
Mop Bucket - Vertella 15 Litre Bucket (Yellow) HA089
Warning Cone - Vertella 21" Wet Floor Cone (Yellow) 992387 (set of 5)
K
Hand Brush & Pan - Vertella SU071 (Blue)
18
Nr
-
-
L
Induction Hob Pan Set - Ready Steady Cook Set - 5
Piece
18
Nr
-
-
M
Microwave - Panasonic NN-ST479SBQ
18
Nr
-
-
N
Kettle - Dualit Jug ST/ST 72400
18
Nr
-
-
O
Toaster - Dualit ST/ST Newgen 47240
18
Nr
-
-
P
Whiteboard; 210 x 297mm; as Drawing 3692-528
18
Nr
-
-
Q
Sofas; Spark 3 Seater with raised back and spark
corner unit with raised back - refs: Figaro Heather
FIG023 - Band B faux leather
18
Nr
-
-
Stools; bar stools, translucent clear
72
Nr
-
-
R
To Summary £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2:69
0.00
BILL NR 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
FITTINGS
Total
A
Signage
18
Nr
-
B
Waste Bin
18
Nr
-
C
1200 x 750mm 6mm toughened coloured glass
splashback behind hobs; as drawing 3739-529; as
NBS N11/360
18
Nr
144
Nr
-
-
144
Nr
-
-
147
Nr
-
-
Supply and install the following fixtures and fittings
to Student Bedrooms
D
E
F
Chair; Malika Chrome skid base chair - MAL2/US/B
Mattress - EH Standard (Bed Factory Contracts
Kirkby)
Fridge - Mini Fridge Caldura SF40BK (Black) 18.5kg
- Dimensions 450x490x620 GW (including 3 spares)
Blinds; wipe clean fabric blind with side chain
operation; fabric openness to be 3% providing solar
shading; to be Astralux 3000 system or other similar
and approved; operation by slide ball chain restrainer;
Astralux Obscura blackout; colour to be confirmed;
NBS N10/110
G
H
To suit Window Type A
144
Nr
-
TV/Monitor - LG 22" Full HD 1080P LG Monitor with
freeview Tuner 22MN43D (including 3 spares)
147
Nr
-
-
TV/Monitor Bracket - Turnstone AV AM50-B Dual
Articulated
144
Nr
-
-
J
Waste Bin; Metal mesh - 1523789
144
Nr
-
-
K
Whiteboard; 210 x 297mm; as Drawing 3739-534
144
Nr
-
-
I
L
Signage
144
Nr
-
-
M
Coat Hooks
144
Nr
-
-
N
Mirror; 450 x 1800mm high; fixed with secret fixings;
NBS N10/110
144
Nr
-
-
To Summary £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2:70
0.00
BILL NR 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
FITTINGS
Total
Supply and install the following fixtures and fittings
to Circulation / Corridor Areas
A
Fire Extinguisher
18
Nr
-
B
Fire Blanket
18
Nr
-
C
Fire Action Notice
18
Nr
-
D
Muster Point
18
Nr
-
E
Recycling Bins
18
Nr
-
F
Manifestations
18
Nr
-
G
Notice Board; Slim lock A1 poster holder to each
block entrance lobby. Retailer: UK Point of Sale
product ref: SLF2A1
18
Nr
-
Building Block Name Board; 610 x 300mm; as
Drawing 3739-534
18
Nr
-
18
Nr
-
H
I
Post Boxes; postbox solutions Ltd; Knobloch
postboxes, 3 x Horizontal letterbox (300x220x380)
HA3022 Zinced steel, 3 x Box door Zinced steel,
Opening flap (265x35) HA3022 Aluminium, 1 x
Masonry trim plate TE110 Aluminium, Unit Colour:
RAL9016 Grey Aluminium; include for forming
opening and building in to partitions
To Summary £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2:71
0.00
BILL NR 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
FITTINGS
Total
COLLECTION
-
Page 2:65
"
2:66
-
"
2:67
-
"
2:68
-
"
2:69
-
"
2:70
-
"
2:71
-
To Summary £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2:72
0.00
BILL NR 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
BATHROOM PODS
Total
BATHROOM PODS
Note: The following Bathroom Pods are to be as
manufactured and supplied by the following named
supplier. No alternatives will be accepted.
OEP Building Services
4 Hunting Gate
Hitchin
Herts
SG4 0TJ
Tel: 01524 841266
Fax: 01524 848403
Contact: Jan Zawadski
Email: [email protected]
Contractor designed bathroom pods; supply and
install prefabricated bathroom pods; to be delivered
to site/bedroom fully assembled with protective
wrapping; construction, finish, ironmongery all as
detailed and specified on ABW drawing nr 3739-527
and Residential Accommodation Phase 10 M&E
Specification by AECOM; refer also to NBS B11/110910
Prefabricated bathroom pods
A
144
supplied and installed to each bedroom
To Summary £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2:73
Nr
-
0.00
BILL NR. 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
AIR TIGHTNESS TO EXTERNAL ENVELOPE
Quantity
Unit
AIR TIGHTNESS TO EXTERNAL ENVELOPE
Air tightness to external envelope of the building; to be
contractor Designed; the Contractor is to allow within
the tender for complying with the requirements of air
permeability as defined in the Preliminaries Clause
A33/570 (AIR PERMEABILITY: Method: Pressure test in
accordance with the ATTMA publication: TS 1:
Measuring Air Permeability of Building Envelopes;
Requirement: Air leakage not to exceed 4 m³/(h.m²) at
an internal to external pressure difference of 50
Pascals. The Contractor shall include for all costs to
achieve this with all elements of the Construction.
Air tightness to external envelope of the building;
Contractor Designed
A
Item
generally
TO SUMMARY £
2:74
Rate
£
Total
£
BILL NR. 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
FIRE PROTECTION / COMPARTMENTATION
Quantity
Unit
to tops of 215mm thick blockwork to underside of concrete
soffit; 60 minutes
196
m
to tops of 215mm thick blockwork to underside of roofing;
60 minutes
98
m
1008
m
150
m2
75
m2
Rate
£
Total
£
FIRE PROTECTION / COMPARTMENTATION
CONTRACTOR TO ALL FOR THE FOLLOWING FIRE
PROTECTION / COMPARTMENTATION; AS DESCRIBED
ON ABW DRAWING 3739/526
Fire stop top of wall with Rockwool Intumescent Seal or
other equal approved; to meet fire rating as noted below
A
B
C
Vertical fire batt to complete 1 hour fire compartmentation;
approximately 100 x 100mm; as detailed on drawing
3739/526
FIRE PROTECTION TO STEELWORK FRAME
Fire protection to steelwork frame; to be Contractor
designed; Prepare primed steel; As NBS M61/115-530;
exposed steelwork requiring fire protection to have a fire
rated coating with a top sealer coat finish
Fire protection to steelwork; To primed steel for Internal
Exposure; as shown on drawings; to achieve 60mins
D
fire protection to steelwork columns (PROVISIONAL)
E
fire protection to floor supporting steelwork (PROVISIONAL)
TO SUMMARY £
1272-Sports Building
2:75
-
20th February 2014
BILL NR 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
MECHANICAL SERVICES INSTALLATION
Analysis of Mechanical Tender Sum
Provide with the returned tender documents a completed
copy of this annexure, indicating against each item the cost
and totalling the sums carried forward to the form of tender
1
Preliminaries
Preliminaries for the Contract contain information relating to
the site, access, scope and extent of the works, special
conditions affecting the manner of working and restrictions
or obligations imposed by the Employer which will affect the
cost of the Contract Works
The tenderer is to insert below clause numbers from the
General Engineering Technical Items contained in the
Specification as required. Clause numbers and prices not
detailed below are deemed to have been priced/included
elsewhere.
General Preliminaries
Item
Work Section A31 Clause 3200 Installation drawings
Item
Work Section A37 Clause 3200 Record drawings
Item
Work Section A37 Clause 3200 O & M Manuals
Item
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2:76
-
BILL NR 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
MECHANICAL SERVICES INSTALLATION
2
THE
MECHANICAL
DRAWINGS
INDICATE
AN
ENGINEERING DESIGN FOR EACH TYPICAL BLOCK.
THE CONTRACTOR SHALL USE THESE DESIGNS TO
FORM THE BASIS OF ADAPTING AND INCORPORATING
THE DESIGN INTO THE OTHER PERMUTATIONS OF
STOREY HEIGHT AND BED LAYOUT.
2.1
Edge Hill University - Residences Phase 10 - Block A-D
inclusive over three floors (GRD, First and Second) please adapt the current design provided in line with
number of bedrooms & number of storey’s of this
particular block and the concept design principles
LTHW heating primary risers in each block and internal
2.1.2 a.
distribution within each flat (installation, testing &
commissioning)
Item
Internal Domestic water primary rising maion and
2.1.3 b.
internal distribution within each flat (installation, testing &
commissioning)
Item
Above ground
2.1.4 c.
commissioning)
Item
drainage
(installation,
testing
&
2.1.5 d.
Ventilation (installation, testing & commissioning)
Item
2.1.7 e.
Flat station controller/sensors etc
Item
Site infrastructure
External LTHW district heating mains from Phase 10
2.1.8 b.
site boundary into each block (note external LTHW district
heating mains up to the Phase 10 boundary to be installed
by other under an enabling works contract
Item
External mains cold water from Phase 10 site boundary
2.1.9 b.
into each block (note external main cold water up to the
Phase 10 boundary to be installed by other under an
enabling works contract
Item
2.1.10 Containerised
specification
Item
temporary boiler
house
as
defined
in
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2:77
-
BILL NR 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
MECHANICAL SERVICES INSTALLATION
3
BUILDERS WORK IN CONNECTION WITH SERVICES
Contractor designed builders works in connection with
Mechanical Services; Contractor to make allowance for
all builders work for services and make good to existing
structures and finishes or leave in suitable condition for
new finishes measured elsewhere; to include all
associated air tightness seals and fire protection where
required.
Builders work
Item
Generally
all services passing through compartment walls to be
fitted with fire dampers to achieve 1 hour fire rating (refer
to drawing 3739/526 for areas of fire compartmentation)
Item
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2:78
-
BILL NR 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
MECHANICAL SERVICES INSTALLATION
COLLECTION
-
Page 2:76
"
2:77
-
"
2:78
-
To Summary £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2:79
-
BILL NR 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
ELECTRICAL SERVICES INSTALLATION
Analysis of Electrical Tender Sum
Provide with the returned tender documents a completed copy
of this annexure, indicating against each item the cost and
totalling the sums carried forward to the form of tender.
1
Preliminaries
Preliminaries for the Contract contain information relating to the
site, access, scope and extent of the works, special conditions
affecting the manner of working and restrictions or obligations
imposed by the Employer which will affect the cost of the
Contract Works.
The tenderer is to insert below clause numbers from the
General Engineering Technical Items contained in the
Specification as required. Clause numbers and prices not
detailed below are deemed to have been priced/included
elsewhere.
General Preliminaries
Item
Work Section A31 Clause 3200 Installation drawings
Item
Work Section A37 Clause 3200 Record drawings
Item
Work Section A37 Clause 3200 O & M Manuals
Item
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender) 2:80
-
BILL NR 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
ELECTRICAL SERVICES INSTALLATION
2
THE
ELECTRICAL
DRAWINGS
INDICATE
AN
ENGINEERING DESIGN FOR EACH TYPICAL BLOCK. THE
CONTRACTOR SHALL USE THESE DESIGNS TO FORM
THE BASIS OF ADAPTING AND INCORPORATING THE
DESIGN INTO THE OTHER PERMUTATIONS OF STOREY
HEIGHT AND BED LAYOUT.
2.1
Edge Hill University - Residences Phase 10 - Block A-D
inclusive over three floors (GRD, First and Second) please adapt the current design provided in line with
number of bedrooms & number of storey’s of this
particular block and the concept design principles
2.1.2 a. LV distribution, cabling & containment (installation &
testing)
Item
2.1.3
b.
LV distribution boards & metering (installation & testing)
Small power
2.1.4 c.
commissioning)
Earthing
2.1.5 d.
commissioning)
installation
(containment,
testing
Item
&
Item
installation
(containment,
testing
&
Item
2.1.6 e. Lightning protection installation (containment, testing &
commissioning)
Item
2.1.7
f.
General lighting controls (inc testing & commissioning)
Item
General lighting installation, (containment, testing &
2.1.8 g.
commissioning)
Item
2.1.9 h. IT CAT 6 cabling, & cabinets (installation, containment,
testing & commissioning)
Item
Fire alarms
2.1.10 i.
commissioning
Item
installation,
containment,
testing
&
Access control installation (containment, testing &
2.1.11 j.
commissioning)
Item
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender) 2:81
-
BILL NR 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
ELECTRICAL SERVICES INSTALLATION
Student room access control installation (containment,
2.1.12 k.
testing & commissioning)
Item
2.1.13 l. TV cabling distribution (containment, installation testing &
commissioning)
Item
Site infrastructure
2.1.14 m. Termination of incoming LV supply cable into Block B
main distribution board (note incoming LV supply cables to be
installed by other under an enabling works contract
Item
External Lighting
2.1.15 Include the provisional sum of Fifteen Thousand Pounds for
External Lighting
2.1.16 Allow for Main Contractors general attendances
Item
15,000.00
Item
2.1.17
Allow for Main Contractors Discount, overheads and profit
3
Item
BUILDERS WORK IN CONNECTION WITH SERVICES
Contractor designed builders works in connection with
Electrical Services; Contractor to make allowance for all
builders work for services and make good to existing
structures and finishes or leave in suitable condition for
new finishes measured elsewhere; to include all
associated air tightness seals and fire protection where
required.
Builders work
Generally
Item
all services passing through compartment walls to be
fitted with fire dampers to achieve 1 hour fire rating
(refer to drawing 3739/526 for areas of fire
compartmentation)
Item
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender) 2:82
15,000.00
BILL NR 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
ELECTRICAL SERVICES INSTALLATION
COLLECTION
-
Page 2:80
"
2:81
"
2:82
-
To Summary £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender) 2:83
-
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
BILL NR 2
NEW SERVICES ROUTES
Quantity Unit
EXTERNAL SERVICES (ALL PROVISIONAL)
THE FOLLOWING IN WATER SERVICES
P30 TRENCH/PIPEWAYS/PITS FOR BURIED
ENGINEERING SERVICES
Excavating trenches
For services
A
350 wide; 1000 to 1250 average depth; backfilling with
selected excavated material; compacting; filling in layers;
disposal of surplus excavated material off site
200
m
Extra over trench excavation; excavating in weathered rock
(Provisional)
100
m
Disposal
Surface water
B
generally
Item
Sieved sand
Beds
C
300 x 100 thick; for services x 1
160
m
160
m
Granular material; single sized aggregate 10mm to BS 12620 Bed and surround
D
325 x 325; for 125mm diameter pipe
TO COLLECTION £
2:84
Rate
£
Total
£
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
BILL NR 2
NEW SERVICES ROUTES
Plain concrete; BS 5328, ordinary prescribed mix C25P,
20 aggregate
Beds
A
425 x 150 thick surround 150 thick Ducts 100 nominal size x
1
40
m
150
m
100
m
THE FOLLOWING IN ELECTRICAL (HV) SERVICES
P30 TRENCHES/PIPEWAYS/PITS FOR BURIED
ENGINEERING SERVICES
Excavating trenches
For services
B
C
400 wide; 750 to 1000 average depth; backfilling with selected excavated material; compacting; filling in layers; disposal of surplus excavated material off site
Extra over trench excavation; excavating in weathered rock
(Provisional)
Disposal
Surface water
D
generally
Item
Sieved sand
Beds
E
400 x 150 thick surround 150 thick ducts 150 nominal size x 1
150
m
Plain concrete; BS 5328, ordinary prescribed mix C25 P,
20 aggregate
Beds
F
400 x 150 thick surround 150 thick ducts 100 nominal size x 1
40
m
TO COLLECTION £
2:85
‐
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
BILL NR 2
NEW SERVICES ROUTES
Ducts; UPVC or equal and approved
Ducts; including draw wire
A
150 nominal size
B
150 nominal size; casting into concrete
C
Extra over for sweep bends; casting into concrete
150
m
40
m
2
Nr
150
m
40
m
2
Nr
150
m
450
m
50
m
Ducts; including draw wire
D
150 nominal size
E
150 nominal size; casting into concrete
F
Extra over for sweep bends; casting into concrete
Sundries
Identification strips
G
150 thick comprising interlocking clay or concrete tiles
marked "danger electricity"
THE FOLLOWING IN MULTI DUCT SERVICES
P30 TRENCHES/PIPEWAYS/PITS FOR BURIED
ENGINEERING SERVICES
Excavating trenches
For services
H
I
550 wide; 500 to 750 average depth; backfilling with
selected excavated material; compacting; filling in layers;
disposal of surplus excavated material off site
Extra over trench excavation; excavating in weathered rock
(Provisional)
Disposal
Surface water
J
generally
Item
Sieved sand
Beds
E
400 x 150 thick
315
m
TO COLLECTION £
2:86
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
BILL NR 2
NEW SERVICES ROUTES
Plain concrete; BS 5328, ordinary prescribed mix C25 P,
20 aggregate
Beds
A
400 x 150 thick surround 150 thick ducts 100 nominal size x
1
35
m
18
Nr
CABLE DRAW PITS
Composite item; comprising excavation, disposal of surplus excavated material off site, backfilling with selected material, construction of new draw pit including concrete base, brickwork chamber, ductile iron cover and frame
B
generally
Ducts; UPVC or equal and approved
Ducts
C
150 nominal size
400
m
D
150 nominal size; casting into concrete
100
m
20
Nr
350
m
400 wide; 500 to 750 average depth; backfilling with
selected excavated material; compacting; filling in layers;
disposal of surplus excavated material off site
350
m
Extra over trench excavation; excavating in weathered rock
(Provisional)
100
m
E
Extra over for sweep bends
Sundries
Identification strips
F
150 wide comprising interlocking clay or concrete tiles marked "danger electricity"
THE FOLLOWING IN DATA SERVICES
P30 TRENCHES/PIPEWAYS/PITS FOR BURIED
ENGINEERING SERVICES
Excavating trenches
For services
G
H
TO COLLECTION £
2:87
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
BILL NR 2
NEW SERVICES ROUTES
Disposal
Surface water
A
generally
Item
Sieved sand
Beds
B
400 x 150 thick
315
m
35
m
315
m
35
m
20
Nr
350
m
Plain concrete; BS 5328, ordinary prescribed mix C25 P,
20 aggregate
Beds
C
400 x 150 thick surround 150 thick ducts 100 nominal size x
1
Ducts; UPVC or equal and approved
Ducts
D
100 nominal size
E
100 nominal size; casting into concrete
F
Extra over for sweep bends; casting into concrete
Sundries
Identification tapes
G
50 wide; for data services
TO COLLECTION £
2:88
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
BILL NR 2
NEW SERVICES ROUTES
COLLECTION
Page 2:84
‐
" 2:85
‐
" 2:86
‐
" 2:87
‐
" 2:88
‐
TO SUMMARY £
2:89
‐
RESIDENTIAL PHASE 10
DRAINAGE (ALL PROVISIONAL)
Quantity
Unit
Rate
£
Total
£
FOUL WATER DRAINAGE
Excavating trenches
For pipes; not exceeding 200 nominal diameter; backfilling
above bed and surround with selected excavated material
compacting in maximum 300 thick layers
A
B
C
D
750 to 1000 average depth; disposal of surplus spoil off site
61
m
-
20
m
-
16
m
-
26
m
-
221
m
-
84
m
-
1000 - 1250 average depth; disposal of surplus spoil off site
1250 - 1500 average depth; disposal of surplus spoil off site
2250 - 2500 average depth; disposal of surplus spoil off site
For pipes; not exceeding 200 nominal diameter; backfilling
above bed and surround with imported hardcore compacting in
maximum 150 thick layers
E
F
750 to 1000 average depth; disposal of surplus spoil off site
1000 - 1250 average depth; disposal of surplus spoil off site
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2: 90
-
RESIDENTIAL PHASE 10
DRAINAGE (ALL PROVISIONAL)
Quantity
Unit
Rate
£
Total
£
123
m
-
306
m
-
429
m
-
Extra; bends; 45 degree bend/oblique 45 degree junction
as required
45
Nr
-
E
Extra; Rest bends; bedding in concrete
42
Nr
-
F
Extra; Sweep 'T', 150 x 150 x 100
5
Nr
-
42
Nr
-
Granular material filling; Class S surround; Spec AJP
R12/667
Beds and surrounds
A
500 x 500; for pipe 150 nominal diameter
Class 2 concrete; Spec AJP R12/678
Beds and surrounds
B
500 x 500; for pipe 150 nominal diameter
Clay pipework; BS EN 2952; flexible joints; AJP R12/121
Pipes
C
D
150 nominal diameter; in trenches
Sealed BIG
G
100 diameter outlet trap with vertical back inlet hopper and
raising piece; double seal plate wit frame to hopper; bedding
and surrouding in concrete as Spec
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2: 91
-
RESIDENTIAL PHASE 10
DRAINAGE (ALL PROVISIONAL)
Quantity
Unit
Rate
£
Total
£
PRECAST CONCRETE INSPECTION CHAMBERS
Inspection chambers; precast concrete; cut outs for
inflow/outflow pipes; heavy duty precast concrete
chamber rings and cover slabs to BS 5911, Part 2, jointing
in cement mortar; in-situ concrete as Specification,
minimum 150 thick bed and protection; in situ concrete in
benchings in bottoms average 300 thick, finished with 25
thick granolithic rendering, trowelled smooth; formwork;
excavate pit starting from reduced level including working
space as required, backfilling working space with
imported hardcore, deposited and compacted in maximum
150 thick layers, compacting bottoms of excavations,
dispose of excavated material by removing from site
Precast concrete inspection chambers complete with cover
and frame type BS EN 124 Grade D400, Spec R12/471, 600 x
600 clear opening; bedding frame in cement mortar, grease
and sand to moving parts; precast concrete step irons, cut and
pinned to chamber wall; one brick thick x minimum two
courses high raising kerbs in class B engineering bricks in
cement mortar (1:3), facing and pointing one side
A
B
C
chamber 1050 internal diameter; depth to invert 500 - 750
5
Nr
-
2
Nr
-
1
Nr
-
6
Nr
-
chamber 1050 internal diameter; depth to invert 750 - 1000
chamber 1050 internal diameter; depth to invert 1750 - 2000
Vitrified clay channels and branch bends in inspection
chamber bottoms; bedding, jointing and pointing in cement
mortar
D
150 diameter half round main channel; 1050 girth;
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2: 92
-
RESIDENTIAL PHASE 10
DRAINAGE (ALL PROVISIONAL)
Quantity
A
Unit
Rate
£
Total
£
150 diameter half round main channel; 1050 girth; curved
2
Nr
-
10
m3
-
SUNDRIES IN CONNECTION WITH FOUL WATER
Extra over excavations irrespective of classification or depth
for breaking out
B
rock
C
concrete
5
m3
-
D
reinforced concrete
5
m3
-
30
3
m
-
1
item
-
E
tarmac
Allow for breaking into exisitng foul water manhole, including
all excavation, backfilling and all necessary temporary works
F
Keeping excavations free of surface water
1
Item
-
G
Allow for testing the foul water drainage installations as the
work proceeds and upon completion
1
Item
-
1
Item
-
1
Item
-
Cleaning
H
on completion
CCTV survey
I
on completion
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2: 93
-
RESIDENTIAL PHASE 10
DRAINAGE (ALL PROVISIONAL)
Quantity
Unit
Rate
£
Total
£
111
m
-
18
m
-
22
m
-
10
m
-
SURFACE WATER DRAINAGE
Excavating trenches
For pipes; not exceeding 200 nominal diameter; backfilling
above bed and surround with selected excavated material
compacting in maximum 300 thick layers
A
B
750 to 1000 average depth; disposal of surplus spoil off site
1000 to 1250 average depth; disposal of surplus spoil off site
For pipes; 300 nominal diameter; backfilling above bed and
surround with selected excavated material compacting in
maximum 300 thick layers
C
D
1000 to 1250 average depth; disposal of surplus spoil off site
1250 to 1500 average depth; disposal of surplus spoil off site
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2: 94
-
RESIDENTIAL PHASE 10
DRAINAGE (ALL PROVISIONAL)
Quantity
Unit
Rate
£
Total
£
Granular material filling; Class S surround; Spec AJP
R12/667
Beds and surrounds
A
500 x 500; for pipe 150 nominal diameter
95
m
-
Class 2 concrete; Spec AJP R12/678
Beds and surrounds
B
900 x 900; for pipe 300 nominal diameter
32
m
-
C
500 x 500; for pipe 150 nominal diameter
35
m
-
130
m
-
Extra; bends; 45 degree bend/oblique 45 degree junction
as required
8
Nr
-
F
Extra; Sweep 'T', 150 x 150 x 100
4
Nr
-
G
Extra; rodding eye point with sealing plate and safety
valve; including 2 Nr slow radius bends; bedding and
surrounding in in-situ concrete as Specification
2
Nr
-
32
m
-
3
Nr
-
13
Nr
-
550
m2
1
Item
20
m
-
-
100
m
-
-
Clay pipework; BS EN 2952; flexible joints; AJP R12/121
Pipes
D
E
H
I
150 nominal diameter; in trenches
300 nominal diameter; in trenches
Extra; bends; 45 degree bend/oblique 45 degree junction
as required
RWP BIG
J
for pipe 150 nominal diameter, Grade C light duty oval cover,
sealing ring and rodding eye; 150mm insitu concrete
surround as Spec
Contractor designed aquavoid as shown on the Engineers
Drawings; including all excavation, backfilling work and
reinstatement of tarmacadam
Aquavoid formed with cellular units strictly in accordance with
the manufacturers recommendations
K
L
55m long x 10m wide x 1m deep
Extra; drainage outflow connections to surface water
drainage system
M
Excavate and install Aco drain, including excavation, beds and
backfilling; to include ends and outlets; set in paviors
N
Excavate and install perforated land drain, 150mm dia;
including excavation, beds and backfilling, average 1000mm
deep
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2: 95
-
-
-
RESIDENTIAL PHASE 10
DRAINAGE (ALL PROVISIONAL)
Quantity
Unit
Rate
£
Total
£
POLYPROPYLENE INSPECTION CHAMBERS
Inspection chambers; Hepworth PPIC polypropylene
inspection chambers; complete units with bases, walls,
tops, cover slabs and access covers and frames;
including all connection rings and other components
required for complete assembly; coupling adaptors for
connection of inflow/outflow pipes, stoppers to unused
inlets/outlets; bedding and surrounding with in-situ
concrete, mix as Specification, miniumum 150 thick bed
and wall protection (minimum 300 wide x 150 deep collar
to top: formwork; excavate pit starting from reduced level
including working space as required, backfilling working
space with imported hardcore, deposited and compacted
in maximum 150 thick layers, compacting bottoms of
excavations, dispose of excavated material by removing
from site
Inspection chambers complete with cast iron covers and
frames, solid top, non rocking, jointing frame to inspection
chamber, grease and sand to moving parts; for 100/150
diameter inlet/outlet pipes
A
depth to invert 500 - 750
5
Nr
-
B
depth to invert 750 - 1000
1
Nr
-
C
depth to invert 1000 - 1250
4
Nr
-
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2: 96
-
RESIDENTIAL PHASE 10
DRAINAGE (ALL PROVISIONAL)
Quantity
Unit
Rate
£
Total
£
PRECAST CONCRETE INSPECTION CHAMBERS
Inspection chambers; precast concrete; cut outs for
inflow/outflow pipes; heavy duty precast concrete
chamber rings and cover slabs to BS 5911, Part 2, jointing
in cement mortar; in-situ concrete as Specification,
minimum 150 thick bed and protection; in situ concrete in
benchings in bottoms average 300 thick, finished with 25
thick granolithic rendering, trowelled smooth; formwork;
excavate pit starting from reduced level including working
space as required, backfilling working space with
imported hardcore, deposited and compacted in maximum
150 thick layers, compacting bottoms of excavations,
dispose of excavated material by removing from site
Precast concrete inspection chambers complete with cover
and frame type BS EN 124 Grade D400, Spec R12/471, 600 x
600 clear opening; bedding frame in cement mortar, grease
and sand to moving parts; precast concrete step irons, cut and
pinned to chamber wall; one brick thick x minimum two
courses high raising kerbs in class B engineering bricks in
cement mortar (1:3), facing and pointing one side
A
B
C
chamber 1050 internal diameter; depth to invert 500 - 750
3
Nr
-
1
Nr
-
2
Nr
-
3
Nr
-
chamber 1200 internal diameter; depth to invert 750 - 1000
chamber 1200 internal diameter; depth to invert 1000 - 1250
Vitrified clay channels and branch bends in inspection
chamber bottoms; bedding, jointing and pointing in cement
mortar
D
150 diameter half round main channel; 1050 girth; curved
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2: 97
-
RESIDENTIAL PHASE 10
DRAINAGE (ALL PROVISIONAL)
Quantity
Unit
Rate
£
Total
£
A
300 diameter half round main channel; 1200 girth; curved
3
Nr
-
B
150 diameter three quarter section branch bends
3
Nr
-
10
m3
-
SUNDRIES IN CONNECTION WITH SURFACE WATER
DRAINAGE
Extra over excavations irrespective of classification or depth
for breaking out
C
rock
D
concrete
5
m3
-
E
reinforced concrete
5
m3
-
F
tarmac
30
m3
-
G
Keeping excavations free of surface water
1
Item
-
H
Allow for testing the surface water drainage installations as the
work proceeds and upon completion
1
Item
-
1
Item
-
1
Item
-
Cleaning
I
on completion
CCTV survey
J
on completion
PROVISIONAL SUMS
K
Sum
Foul and surface water connections to existing
TO COLLECTION £
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
2: 98
5,000.00
5,000.00
RESIDENTIAL PHASE 10
DRAINAGE (ALL PROVISIONAL)
Quantity
Unit
Rate
£
Total
£
COLLECTION
-
Page 2:90
"
2:91
-
"
2:92
-
"
2:93
-
"
2:94
-
"
2:95
-
"
2:96
-
"
2:97
-
"
2:98
5,000.00
TO SUMMARY
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
£
2: 99
BILL NR 2
CCOMMODATION - PHASE 10
SITEWORKS
Quantity Unit
Rate
£
Total
£
SITE PREPARATION
Excavating
To reduce levels
A
maximum depth not exceeding 0.25m (Provisional)
B
1m maximum depth
445
m
3
-
75
m3
-
Extra over excavation irrespective of depth for breaking out
C
concrete (Provisional)
5
m
3
-
D
reinforced concrete (Provisional)
5
m
3
-
E
brickwork (Provisional)
5
m
3
-
F
macadam surfacing
250
m2
-
20
m
2
-
1
item
Earthwork support
To faces of excavation
G
1m maximum depth; distance between opposing faces not
exceeding 1m
Disposal
Surface water
H
generally
I
excavated material off site
520
m
3
-
57
m3
-
Filling; sand, firm gravel or PFA or other approved
material applied to fill interstices and provide a smooth
surface; as specification clause D20/730
Filling to make up levels; blinding
J
average thickness not exceeding 0.25m (50mm blinding)
TO COLLECTION £
2:100
-
BILL NR 2
CCOMMODATION - PHASE 10
SITEWORKS
Imported material; hard clean stone to pass through a
75mm sieve; spec ref DOT Type 1
Filling; depositing and compacting in maximum 150mm thick
layers; blinding with sand; levelling and compacting ready to
receive new finishes noted elsewhere
A
to make up levels; average 100 mm thick
277
m
2
-
B
to make up levels; average 150 mm thick
485
m
2
-
C
to make up levels; average 200 mm thick
385
m
2
-
1147
m
2
-
300
m
-
300
m
2
-
Surface treatments
Levelling and compacting
D
bottoms of excavation
EDGINGS AND TRIMS
Timber edging; treated softwood
E
25 x 150mm; 50 x 50 x 450mm softwood pegs at 1000mm
centres, double at all joints and corners (Provisional)
Granular material; buff gravel
Building maintenance strip; loose gravel; 12mm crushed
limestone or similar approved;
F
over 300mm wide; laid on hardcore (hardcore taken
elsewhere)
TO COLLECTION £
2:101
-
BILL NR 2
CCOMMODATION - PHASE 10
SITEWORKS
Geotextile membrane; Terram 1000
Horizontal
A
300
m
2
-
to general areas; protecting, watering before practical
completion, making good defects and maintenance after
practical completion in accordance with the Specification
requirements
1750
m
2
-
to trees; protecting watering before practical completion;
making good defects and maintenance after practical
completion in accordance with the specification
requirements (Provisional)
23
Nr
-
over 300mm wide; laid on topsoil (topsoil taken elsewhere)
Maintenance of landscaped and grass areas
B
C
TO COLLECTION £
2:102
-
BILL NR 2
CCOMMODATION - PHASE 10
SITEWORKS
Quantity Unit
Rate
£
Total
£
SITEWORKS -HARD LANDSCAPING; ALL PROVISIONAL
NOTE: The following works are provisional and subject
to remeasure. The works described are Builders
Quantities and are not measured in accordance with the
current SMM. They are 'all inclusive' composite items
and the rates applied should include for all associated
works
A
Contractors are referred to the accompanying drawings and
must satisfy themselves that their prices cover for the full
requirements as stated irrespective of the description in the
schedule items below.
B
The quantities are approximate only and are not measured
using SMM7 or other standard form of measurement.
Contractors must satisfy themselves that they have covered
in their costs for all works that could reasonably be
expected, given the general description and scope of the
works and materials specified
C
All prices are to be inclusive of all labour, plant and material
costs in connection with the carrying out of the works
described.
D
All prices are to include for off site disposal of surplus
material at an approved licenced tip.
E
All prices are to include work by hand where use of
machinery is impractical. All work shall be to same standard
irrespective of whether carried out by machinery or by hand.
F
All prices to include for all Health and Safety requirements
Refer to specification for fuller details of requirements.
TO COLLECTION £
2:103
-
BILL NR 2
CCOMMODATION - PHASE 10
SITEWORKS
EXCAVATION AND EARTHWORK
Excavation
Excavation to reduce levels; removing surplus materials
from site
A
generally; Average 250mm deep; soft spots or the like
after removal of tarmacadam surfaces noted elsewhere
(Provisional)
150
m
3
-
1,147
m
2
-
351
m2
-
33
m
-
Mortar; cement and sand (1:3); as beds in making up
levels for new finishes noted elsewhere; trowelling
surfaces ready to receive new finishes
Beds
B
Approx/average 100mm thick; to underside of all hard
pavings (minimum 50mm thick)
HARD LANDSCAPING
Hard Paving/Edgings; preparing existing ground;
including laying on and pointing in Easipoint fine
bedding concrete ; allow for all associated curved and
raking cutting (refer to drawings)
Hardscape Mellifont Block Paving 120 x 160 x 80mm, 160 x
160 x 80mm, colour Rustic or similar approved; pointing in
slurry applied Easipoint Grantech, laid on 50mm medium/
coarse sand bedding - NBS Q24/110
C
Over 300mm wide
Hardscape Mellifont Block edging 160 x 160 x 80mm,
colour Rustic or similar approved; laid on 50mm medium/
coarse sand bedding; pointing in slurry applied Easipoint
Grantech - NBS Q24/110
D
160mm soldier course - curved
TO COLLECTION £
2:104
-
BILL NR 2
CCOMMODATION - PHASE 10
SITEWORKS
Hardscape Kobra Granite slab 450, random length, 70mm
thick, joints filled with slurry applied Easipoint Grantech,
bedding mortar Easipoint Bond Plus or similar, laid on 40mm
laying course Easipoint fine bedding concrete
A
Granite (Magma); 400 mm wide x various lengths (max
800) x 50 mm thick - NBS Q24/130
134
m
2
-
127
m
-
Hardscape Kobra Granite cobble edging 100 x 100 x
100mm; joints filled with slurry applied Easipoint Grantech,
bedding mortar Easipoint Bond Plus or similar, laid on 40mm
laying course Easipoint fine bedding concrete - NBS
Q24/130
B
200mm wide (2 courses)
TO COLLECTION £
2:105
-
BILL NR 2
CCOMMODATION - PHASE 10
SITEWORKS
Quantity Unit
Rate
£
Total
£
SITEWORKS - WALLS/RETAINING WALLS; ALL
PROVISIONAL
NOTE: The following works are provisional and subject
to remeasure. The works described are Builders
Quantities and are not measured in accordance with the
current SMM. They are 'all inclusive' composite items
and the rates applied should include for all associated
works
WALLS / RETAINING WALLS
Excavate and prepare existing ground to receive new
walls/retaining walls; construct new walls/retaining walls as
detail shown on drawings; composite item; including
concrete foundation (allow 600 x 150mm), 328mm masonry
wall comprising 100mm concrete blockwork faced both sides
with facing brickwork on 2 courses Class B engineering
brick, 327 x 125 x 900mm length Hardscape Kobra Granite
copings, type to be confirmed ; haunchings, pointing etc;
Drawing ABW 3739-526 detail 04
A
Low plinth wall; varying from 950 to 250mm high x 328
wide); straight
Extra over for curved length
32
m
-
6
m
-
36
m
-
15
Nr
-
20
Nr
-
Excavate and prepare existing ground to receive new
walls/retaining walls; construct new walls/retaining walls as
detail shown on drawings; composite item; including
concrete foundation (allow 900 x 150mm), 600mm masonry
wall comprising two rows 100mm concrete blockwork with a
200mm cavity faced on both external sides with facing
brickwork on 2 courses Class B engineering brick, 600 x 125
x 900mm length Hardscape Kobra Granite copings, type to
be confirmed ; haunchings, pointing etc; Drawing ABW
3739-526 detail 05
B
Low plinth wall; varying from 950 to 250mm high x 328
wide); curved
Allow for the supply and fixing of recessed brick lights at low
level
C
Low plinth wall;
Excavate, concrete and backfill foundation for bollard
lighting; composite item; including concrete foundation
(allow 450 x450 x 150mm deep)
D
Bollard lights
TO COLLECTION £
2:106
-
BILL NR 2
CCOMMODATION - PHASE 10
SITEWORKS
Quantity Unit
Rate
£
Total
£
SITEWORKS SOFT LANDSCAPING; ALL PROVISIONAL
NOTE: The following works are provisional and subject
to remeasure. The works described are Builders
Quantities and are not measured in accordance with the
current SMM. They are 'all inclusive' composite items
and the rates applied should include for all associated
works
EARTHWORK
Excavation
Excavation to form tree pits; removing surplus materials
from site
A
1000 x 1000 x 750mm
23
Nr
-
Importing and lay good quality topsoil/compost ready to
receive planting (planting included elsewhere)
B
Average 450mm thick; planting areas
191
m
3
-
C
Average 150mm thick; grassed areas
58
m
3
-
D
Average 750mm thick; to tree pits
15
m
3
-
710
m
2
-
384
m
2
-
TURFING/SEEDING
Preparing existing or new earth; rotovating / levelling;
importing and laying new imported turf
E
Turf
GRASS PROTECTION
Cell grass protection; plastic; Terram Bodpave 85 or similar;
including Tensar TX160 Geogrid membrane - NBS Q30/361
F
Over 300mm wide
TO COLLECTION £
2:107
-
BILL NR 2
CCOMMODATION - PHASE 10
SITEWORKS
SOFT LANDSCAPING Q30-31
Inspect areas to be planted prior to works and carry out any
additional clearance necessary including grubbing out old
shrubs/stumps and other deleterious material prior to
planting operations.
A
generally
Spray off any weed growth with an approved herbicide.
B
Item
generally
Item
TREES
Supply and install New specimen trees (allow £200/tree
supply only)
C
min 20-25cm; including tree support, double stake, tree
pit, fertiliser, irrigation pipes, underground guying.
23
Nr
-
710
m2
-
250
m2
-
750
m2
-
GRASS/BULBS
Turfing Q30; Supply and spread evenly , approved compost
PAS100 or similar at 0.75m3/10m2 (75mm/m2); Cultivate
topsoil/compost to 200mm depth and bring bed to fine tilth
just prior to turfing. Apply approved fertilizer before final
cultivations; Supply and lay Rowlawn 'Medallion Turf' or
similar approved
D
E
Turfing
Mass bulb planting. Rate 50 bulbs /per m²
PLANTING
Shrub/Herbaceous Q31 405-485A; Supply and spread
evenly , approved compost PAS100 or similar at
1.5m3/10m2 (150mm/m2); Cultivate to full depth of
topsoil/compost; Apply Enmag fertilizer as specified @
50g/m2, carefully over all areas to be planted
F
Shrubs
TO COLLECTION £
2:108
-
BILL NR 2
CCOMMODATION - PHASE 10
SITEWORKS
Supply & plant ground cover/shrubs (£30/per m2, costing
purposes); Supply & plant Specimen shrubs (1 plant /per
2m2, £25 /per plant, costing purposes); Supply and spread
approved mulch 50mm thick (after settlement) over newly
planted areas.
A
750
Shrubs
m2
-
Maintenance (12 months) (In accordance with the
specification); As NBS Q35
B
Maintain turf in good condition in accordance with the
specification
Item
C
Maintain shrub beds and tree stations in accordance with
the specification
Item
D
Carry out pruning operations(according to species) as
necessary to maintain shape, remove deadwood and
generally assist establishment and good growth of all
plants.
Item
Maintain full thickness and tidy appearance of mulch
throughout the defects liability and maintenance periods.
E
Item
Defects Liability (12 months)
Allow for returfing of any grass areas that fail to establish.
Item
Allow for replacement of any shrubs/trees that fail to
establish well or die.
Item
F
G
TO COLLECTION £
2:109
-
BILL NR 2
CCOMMODATION - PHASE 10
SITEWORKS
COLLECTION
-
Page 2:100
"
2:101
-
"
2:102
-
"
2:103
-
"
2:104
-
"
2:105
-
"
2:106
-
"
2:107
-
"
2:108
-
"
2:109
-
TO SUMMARY
2:110
£
-
BILL NR 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
CONTINGENCIES, DAYWORKS AND PROVISIONAL SUMS
CONTINGENCIES, DAYWORKS AND PROVISIONAL SUMS
Contingencies
A
£
Include the sum of One Hundred Thousand Pounds for
Contingencies to be expended as directed by the Contract
Administrator or deducted in whole or part if not expended.
100,000.00
Dayworks
B
Work ordered to be executed on a daywork basis before
practical completion will be paid as follows:The definition of labour and materials shall be as defined in
sections (3) and (4) respectively of "Definition of Prime Costs
of Daywork carried out under a Building Contract", published
1st December 1975.
The individual rates for plant, see section (5), shall be set out
in the current (at tender date) "Schedule of Basic Plant
Charges" applicable to a building contract.
The definition of overheads shall be as defined in section
(6).
Where any work is executed as daywork, the daywork sheets
are to be submitted in triplicate to the Contract Administrator
for his approval and signature, at or before the end of the
week following that in which the works were executed.
The items given below apply to any daywork which may be
carried out prior to Practical Completion of the Works.
To Collection
2:111
£
BILL NR 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
CONTINGENCIES, DAYWORKS AND PROVISIONAL SUMS
Labour
A
B
Include the Provisional Sum of Five Thousand Pounds for
net cost of labour.
Add for profit, overheads and established charges and all
other liabilities and obligations (excluding M & E and
specialist sub-contractor).
5,000.00
%
Materials
C
D
Include Provisional Sum of Two Thousand Pounds for the
net cost (after deduction of all discounts for cash in excess
of 2.5% and trade discounts, rebates and allowances) of
materials used in daywork delivered to site.
Add for profit, overheads and established charges and all
other liabilities and obligations.
2,000.00
%
Plant
E
F
Include the Provisional Sum of Two Thousand Pounds for
net cost of plant used at local hire charges.
Add for profit, overheads and established charges and all
other liabilities and obligations.
Daywork carried out after Practical Completion
G
Dayworks carried out during the Defects Liability Period will
be valued on the same basis as that carried out prior to the
date of Practical Completion, except that an addition of 10%
will be made to the value of labour
To Collection
2:112
£
2,000.00
%
BILL NR 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
CONTINGENCIES, DAYWORKS AND PROVISIONAL SUMS
Provisional Sums
Defined Provisional Sums have been included within the
elemental sections of this document. These sums are
strictly net, do not include any cash discount to the Main
Contractor and are to be expended on the written instruction
of the Contract Administrator only. Such sums may be
expended or deducted in whole or part at the discretion of
the Contract Administrator. The Contractor shall include at
the end an allowance for main contractors overheads, profit,
general attendance, etc.
A
10,000.00
Supply and delivery and of External Furniture
Allow for Main Contractors general attendances
(comprising offloading, unwrapping quality control quality
inspection at off-load stage, lifting into building and placing
in position and removing all surplus waste material off site)
Allow for Main Contractors Discount, overheads and profit
B
15,000.00
Additional furniture and fittings
Allow for Main Contractors general attendances
(comprising offloading, unwrapping quality control quality
inspectin at off-load stage, lifting into building and placing
in position and removing all surplus waste material off site)
Allow for Main Contractors Discount, overheads and profit
C
Supply, delivery and installation of general signage (Internal
and External Signage)
Allow for Main Contractors general attendances
Allow for Main Contractors Discount, overheads and profit
To Collection
2:113
£
10,000.00
BILL NR 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
CONTINGENCIES, DAYWORKS AND PROVISIONAL SUMS
A
25,000.00
Additional landscaping
Allow for Main Contractors general attendances
Allow for Main Contractors Discount, overheads and profit
B
10,000.00
Roof access/safety harness system
Allow for Main Contractors general attendances
Allow for Main Contractors Discount, overheads and profit
C
10,000.00
Additional loose secondary steelwork
Allow for Main Contractors general attendances
Allow for Main Contractors Discount, overheads and profit
D
Supply of ironmongery (fixing of ironmongery included in
measured works)
Allow for Main Contractors general attendances
Allow for Main Contractors Discount, overheads and profit
To Collection
2:114
£
45,000.00
BILL NR 2
EHU - RESIDENTIAL ACCOMMODATION - PHASE 10
CONTINGENCIES, DAYWORKS AND PROVISIONAL SUMS
Collection
£
Page
2:111
-
2:112
-
2:113
-
2:114
-
TOTAL CARRIED TO MAIN SUMMARY
2:115
£
-
EHU RESIDENTIAL ACCOMMODATION - PHASE 10
SUMMARY
ELEMENT
PAGE
FOUNDATIONS AND SUBSTRUCTURE WORKS
2:5
0.00
ROOF
2:9
0.00
METALWORK
2:16
0.00
UPPER FLOORS & STAIRS
2:19
0.00
HANDRAILS AND CANOPIES
2:20
0.00
EXTERNAL WALLS
2:28
0.00
WINDOWS AND EXTERNAL DOORS
2:32
0.00
JOINERY PACKAGE
2:33
0.00
INTERNAL PARTITIONS
2:46
0.00
FLOOR FINISHES
2:53
0.00
WALL FINISHES
2:56
0.00
CEILING FINISHES
2:60
0.00
DECORATION
2:64
0.00
FITTINGS
2:72
0.00
BATHROOM PODS
2:73
0.00
AIR TIGHTNESS
2:74
0.00
FIRE PROTECTION
2:75
0.00
MECHANICAL
2:79
0.00
ELECTRICAL
2:83
0.00
NEW SERVICES ROUTES
2:89
0.00
DRAINAGE
2:99
0.00
SITEWORKS
2:110
0.00
CONTINGENCIES, DAYWORKS AND PROVISIONAL SUMS
2:115
0.00
PRELIMINARIES (see separate Preliminaries section)
1:1 - 1:79
TOTAL MAIN SUMMARY CARRIED TO FORM OF TENDER
1280-003.Phase 10 Tender BOQ (Rev 3.Final Tender)
MS/1
TOTAL
£
£
0.00
Phase 10 Residences Tender Documents List
Type
Drawing Number
Rev Drawing Name
ABW ARCHITECTS
Architect
3739-500
3739-501
3739-502
3739‐503
3739‐504
3739-505
3739-506
3739-507
3739-508
3739-509
3739-510
3739-511
3739-512
3739-513
3739-514
3739-515
3739-516
3739-517
3739-518
/
A
A
A
/
A
/
/
/
/
/
/
/
/
/
B
B
B
A
Site Location Plan
Setting Out
Ground Floor Plan
First Floor Plan
Second Floor Plan
Roof Plan
Ground Floor Plan 1 of 3
Ground Floor Plan 2 of 3
Ground Floor Plan 3 of 3
First Floor Plan 1 of 3
First Floor Plan 2 of 3
First Floor Plan 3 of 3
Second Floor Plan 1 of 3
Second Floor Plan 2 of 3
Second Floor Plan 3 of 3
GA Section A-A
GA Section B-B
GA Section C-C
GASection D-D
3739-520
3739-521
3739-522
A
A
/
Elevations
Elevations
Window-Screen-Schedule
3739-524
3739-525
3739-526
3739-527
3739-528
3739-529
3739-530
3739-531
3739-532
3739-533
3739-534
3739-535
3739-536
/
/
/
A
/
/
/
/
A
/
/
/
A
Internal Door Schedule
Internal Door Details
Fire Compartmentation
Bathroom Pod Details
Kitchen Layouts
Typical Kitchen Layouts Details
Typical Partition Layouts Details
Typical Finishes Layouts
Joinery Details
Furniture Details
Signage
Lobby Details
External Works
ABW NBS
ABW Designers Risk Assessment
60321010-C-M-5000
60321010-C-M-5010
60321010-C-M-5020
60321010-C-M-9010
60321010
1
1
1
1
Heating and domestic water services typical schematic
Ventilation and dry riser schematic
Mechanical services layout
External Mechanical Services Layout
Mechanical Specification
E1001
E2001
E5001
E6001
E7001
E8000
ESPC
-
LV Distribution Schematic
IT Network Schematic
Typical Block TV Distribution Schematic
Typical Block Access Control Schematic
Fire Alarm Schematic
Typical Block Electrical Services Layout
Electrical Scope of Works
AMP ELECTRICAL CONSULTING
Mechanical
AECOM
Electrical
ALAN JOHNSTON PARTNERSHIP
Structural
214-256 -100A
214-256 -101
214-256 -102
214-256 -103
214-256 -104
214-256 -105
214-256 -106
214-256-D01A
B
A
A
/
A
/
/
A
Foundation Layout
Ground Floor Layout
First Floor Layout
Second Floor Layout
Foundation Sections
Super Structure Sections & Details
Roof Sections & Details
Drainage Layout
MDP PROJECT SERVICES
Quantity Surveyor
Bills of Quantities (including Preliminaries)
SkW Construction Consultancy
CDM-C
Pre Construction Information
GENERAL
General
ITT Document (including Form of Tender)
General
Letter to Tenderers