standard+bq smm7 civil+works
Post on 10-Apr-2015
1.307 Views
Preview:
TRANSCRIPT
ABCD BuildingGroundworks,Substructure and Superstructure Concrete works
Ref. Description £ p
PROJECT : ABCD BUILDING
PACKAGE: GROUNDWORKS AND SUBSTRUCTURE & SUPERSTRUCTURE CONCRETE WORKS
GENERAL NOTES :
1 This bill has been measured generally in accordance with StandardMethod of Measurement for Building Works, Seventh Edition, Revised 1998(SMM7)
2 This bill does not include any preliminary items.
3 This bill does not include any contingencies.
MEASUREMENT NOTES :
1 This BQ includes groundworks and sub-structures & superstructure concrete works.
To Collection £
1 1/7/2008
ABCD BuildingGroundworks,Substructure and Superstructure Concrete works
Ref. Description Qty. Unit Rate £ p
PACKAGE: GROUNDWORKS AND SUBSTRUCTURE & SUPERSTRUCTURE CONCRETE WORKS
D GROUNDWORK
D20 EXCAVATING AND FILLING
Pits
maximum depth not exceeding 1.0m
A commencing from level +0.00m 0 m3
maximum depth not exceeding 2.0m
B commencing from level +0.00m 0 m3
Trenches; width exceeding 0.3m
maximum depth not exceeding 2.0m
C commencing from level +0.00m 0 m3
For pile caps and ground beams between piles
maximum depth not exceeding 1.0m
D commencing from level +0.00m 0 m3
Items extra over any type of excavating,irrespectiveof depth
E excavating below ground water level item
F next existing line services item
G around existing line services crossing trench item
Working space allowance to excavations
H Pits 0 m2
J Pile caps and ground beams between piles 0 m2
Earthwork support
K maximum depth not exceeding 1.00m 0 m2
M maximum depth not exceeding 2.00m 0 m2
To Collection £
2 1/7/2008
ABCD BuildingGroundworks,Substructure and Superstructure Concrete works
Ref. Description Qty. Unit Rate £ p
PACKAGE: GROUNDWORKS AND SUBSTRUCTURE & SUPERSTRUCTURE CONCRETE WORKS
D GROUNDWORK
D20 EXCAVATING AND FILLING (Cont'd)
Disposal
A Surface water Item
B Ground water Item
Excavated material
C Offsite; excavated material 0 m3
Filling to excavations
Average thickness exceeding 0.25m
D Well graded compacted material 0 m3
Filling to make up levels
Average thickness not exceeding 0.25m
E Type 1 granular fill 0 m3
F Class 6F1 or 6F2 0 m3
Surface Treatments
Compacting
G Filling 0 m2
H Bottoms of excavations 0 m2
Trimming
J Sides of cuttings; Battered 0 m2
D30 CAST IN PLACE CONCRETE PILING
Cutting off tops of piles
K 450mm diameter 0 m
M 500mm diameter 0 m
To Collection £
3 1/7/2008
ABCD BuildingGroundworks,Substructure and Superstructure Concrete works
Ref. Description Qty. Unit Rate £ p
PACKAGE: GROUNDWORKS AND SUBSTRUCTURE & SUPERSTRUCTURE CONCRETE WORKS
E INSITU CONCRETE / LARGE PRECAST CONCRETE
E05 INSITU CONCRETE; PLAIN CONCRETE
Beds; Concrete Grade C15
Thickness not exceeding 150mm
A blinding concrete; 50mm thick 0 m3
E10 INSITU CONCRETE; REINFORCED
Foundations; Concrete Grade C40
B generally; pilecaps 0 m3
Ground beams; Concrete Grade C40
C generally; ground beams & tie beams 0 m3
Beds; Concrete Grade C35
Thickness 150 - 450mm
D 200mm thick; ground bearing slabs 0 m3
Slabs; Concrete Grade C40
Thickness 150 - 450mm
E 200mm thick; suspended RC slab 0 m3
F 300mm thick; suspended RC slab 0 m3
G 350mm thick, suspended RC slab 0 m3
H 350mm thick, RC mainlanding slab 0 m3
J 450mm thick; suspended RC slab 0 m3
Walls; Concrete Grade C40
Thickness 150 - 450mm
K 200mm thick; core walls 0 m3
M 200mm thick; shear walls 0 m3
275mm thick; shear walls 0 m3
To Collection £
4 1/7/2008
ABCD BuildingGroundworks,Substructure and Superstructure Concrete works
Ref. Description Qty. Unit Rate £ p
PACKAGE: GROUNDWORKS AND SUBSTRUCTURE & SUPERSTRUCTURE CONCRETE WORKS
E INSITU CONCRETE / LARGE PRECAST CONCRETE (Cont'd)
E10 INSITU CONCRETE; REINFORCED (Cont'd)
Beams: Concrete Grade C40
A generally, to all levels 0 m3
Columns; Concrete Grade C40
B generally; to all levels 0 m3
Staircase; Concrete Grade C40
C generally, to all levels 0 m3
Upstands; Concrete Grade C40
D generally; to all levels 0 m3
E20 FORMWORK FOR INSITU CONCRETE
Sides of foundations
E height; 500mm - 1.00m; for pilecaps 0 m
Sides of ground beams and edges of beds
Plain vertical
F height; exceeding 1.00m; for ground beams 0 m2
G height; not exceeding 250mm; for ground slabs 0 m
J height; 250mm - 500mm; for ground slabs 0 m
K height; 250mm - 500mm; for tie beams 0 m
M height; 500mm - 1.00m; for ground beams 0 m
Edges of suspended slabs
Plain vertical
N height; 250 - 500mm 0 m
To Collection £
5 1/7/2008
ABCD BuildingGroundworks,Substructure and Superstructure Concrete works
Ref. Description Qty. Unit Rate £ p
PACKAGE: GROUNDWORKS AND SUBSTRUCTURE & SUPERSTRUCTURE CONCRETE WORKS
E INSITU CONCRETE / LARGE PRECAST CONCRETE (Cont'd)
E20 FORMWORK FOR INSITU CONCRETE (Cont'd)
Sides of upstands
Plain vertical
A height; exceeding 1.00m 0 m2
B height; not exceeding 250mm 0 m
C height; 250 - 500mm 0 m
Steps in soffits
Plain vertical
D height; not exceeding 250mm; for floor slabs 0 m
Soffits of slabs
Slab thickness; not exceeding 200mm
E horizontal; height to soffit; 9m to 10.5m 0 m2
F horizontal; height to soffit;10.5m to 12.0m 0 m2
G horizontal; height to soffit;12m to 13.5m 0 m2
Slab thickness; 200 - 300mm
H horizontal; height to soffit;3.0m to 4.5m 0 m2
Slab thickness; 300 - 400mm
J horizontal; height to soffit;3.0m to 4.5m 0 m2
Slab thickness; 400 - 500mm
K horizontal; height to soffit;3.0m to 4.5m 0 m2
Soffits of Landings
Slab thickness; 200 - 300mm; midlandings
M horizontal; height to soffit;1.5m to 3.0m 0 m2
N horizontal; height to soffit;3.0m to 4.5m 0 m2
To Collection £
6 1/7/2008
ABCD BuildingGroundworks,Substructure and Superstructure Concrete works
Ref. Description Qty. Unit Rate £ p
PACKAGE: GROUNDWORKS AND SUBSTRUCTURE & SUPERSTRUCTURE CONCRETE WORKS
E INSITU CONCRETE / LARGE PRECAST CONCRETE (Cont'd)
E20 FORMWORK FOR INSITU CONCRETE (Cont'd)
Soffits of Landings
Slab thickness; 200 - 300mm; main landings
A horizontal; height to soffit;3.0m to 4.5m 0 m2
Walls
B vertical; height exceeding 3.0m; core walls 0 m2
C vertical; height exceeding 3.0m; shear walls 0 m2
D vertical; height exceeding 3.0m; shear walls 0 m2
Beams
Attached to slabs
E height to soffit;3.0 to 4.5m 0 m2
Attached to walls
F height to soffit;3.0 to 4.5m 0 m2
Isolated
G height to soffit;3.0 to 4.5m 0 m2
Columns
Isolated
H regular shaped; height 1.5m to 3.0m 0 m2
J regular shaped; height 3.0m to 4.5m 0 m2
Attached to Walls
K regular shaped; height 3.0m to 4.5m 0 m2
Extra over a basic finish for formed finishes; Exposed finish
Walls
M generally; plant rooms 0 m2
To Collection £
7 1/7/2008
ABCD BuildingGroundworks,Substructure and Superstructure Concrete works
Ref. Description Qty. Unit Rate £ p
PACKAGE: GROUNDWORKS AND SUBSTRUCTURE & SUPERSTRUCTURE CONCRETE WORKS
E INSITU CONCRETE / LARGE PRECAST CONCRETE (Cont'd)
E20 FORMWORK FOR INSITU CONCRETE (Cont'd)
Extra over a basic finish for formed finishes; Exposed finish
Columns
A generally; plant rooms 0 m2
Wall kickers
B generally; 200mm thick 0 m
C generally; 275mm thick 0 m
Upstand kickers
D generally; 150mm thick 0 m
E generally; 200mm thick 0 m
F generally; 300mm thick 0 m
G generally; 400mm thick 0 m
H generally; 438mm thick 0 m
J generally; 500mm thick 0 m
K generally; 600mm thick 0 m
Column kickers
M generally 0 m
Opening in Walls
N Plain; Width not exceeding 250mm 0 m
Stairflights (8 nr)
1.25m wide; Tread 275mm x Riser 168mm
P generally; 225mm thick waist slab 0 m
1.23m wide; Tread 275mm x Riser 168mm
Q generally; 225mm thick waist slab 0 m
To Collection £
8 1/7/2008
ABCD BuildingGroundworks,Substructure and Superstructure Concrete works
Ref. Description Qty. Unit Rate £ p
PACKAGE: GROUNDWORKS AND SUBSTRUCTURE & SUPERSTRUCTURE CONCRETE WORKS
E INSITU CONCRETE / LARGE PRECAST CONCRETE (Cont'd)
E20 FORMWORK FOR INSITU CONCRETE (Cont'd)
Stairflights (8 nr)
0.32m wide; sloped section of stair supporting studwork
A generally; 225mm thick waist slab 0 m
Holes
Girth 2.0 - 3.0m
B depth; 250 - 500mm 0 nr
Girth 3.0 - 4.0m
C depth; 250 - 500mm 0 nr
Girth 4.0 - 5.0m
D depth; 250 - 500mm 0 nr
Girth 6.0 - 7.0m
E depth; 250 - 500mm 0 nr
Girth 7.0 - 8.0m
F depth; 250 - 500mm 0 nr
Girth 13.0 - 14.0m
G depth; 250 - 500mm 0 nr
E30 REINFORCEMENT FOR INSITU CONCRETE
Bar
Supply; Deformed Bar Reinforcement; BS 4449,Grade 460 (assumed)
H generally; to all concrete elements 0 t
Install; Deformed Bar Reinforcement; BS 4449,Grade 460 (assumed)
J generally; to all concrete elements 0 t
To Collection £
9 1/7/2008
ABCD BuildingGroundworks,Substructure and Superstructure Concrete works
Ref. Description Qty. Unit Rate £ p
PACKAGE: GROUNDWORKS AND SUBSTRUCTURE & SUPERSTRUCTURE CONCRETE WORKS
E INSITU CONCRETE / LARGE PRECAST CONCRETE (Cont'd)
E30 REINFORCEMENT FOR INSITU CONCRETE (Cont'd)
Bar
Supply; Fibre reinforcement (Optional)
A generally; to ground floor slab 0.00 t
Install; Fibre reinforcement (Optional)
B generally; to ground floor slab 0.00 t
Fabric
Supply; Mesh Reinforcement; Grade A193
C generally; to ground floor slabs 0 m2
D generally; to 75mm screed on roof slabs 0 m2
Install; Mesh Reinforcement; Grade A193
E generally; to ground floor slabs 0 m2
F generally; to 75mm screed on roof slabs 0 m2
E40 DESIGNED JOINTS IN IN SITU CONCRETE
Plain
Construction joints
Longitudinal de-bonded joint (L.D.J); drg.ref. 0
G generally; to ground floor slabs 0 m
Longitudinal tied joint (L.T.J); drg.ref. 0
H generally; to ground floor slabs 0 m
Transverse de-bonded joint (T.D.J); drg.ref. 0
J generally; to ground floor slabs 0 m
To Collection £
10 1/7/2008
ABCD BuildingGroundworks,Substructure and Superstructure Concrete works
Ref. Description Qty. Unit Rate £ p
PACKAGE: GROUNDWORKS AND SUBSTRUCTURE & SUPERSTRUCTURE CONCRETE WORKS
E INSITU CONCRETE / LARGE PRECAST CONCRETE (Cont'd)
E40 DESIGNED JOINTS IN IN SITU CONCRETE
Transverse induced joint (T.I.J); drg.ref. 0
A generally; to ground floor slabs 0 m
Construction joints; drg.ref. 0
B generally; to first and second floor slabs 0 m
Expansion/Isolation joints
Isolated joint (I.J); 20mm thick "KORKPAK" sealed;drg.ref. 0
C generally; to ground floor slabs 0 m
E50 PRECAST CONCRETE LARGE UNITS
Precast Prestressed Double Tee Beams
Precast Prestressed Double Tee Beams;19m long2400 c/c between units welded end connectors at rib centres; each end neoprene bearing pads at supported end of each rib:drg.ref. 0(Scheme 1) - 0(Scheme 2) - 0
D generally; at roof level 0 nr
J WATERPROOFING
J40 FLEXIBLE SHEET TANKING/DAMP PROOF MEMBRANES
Tanking and damp proofing
Gas membrane and protection; drg.ref. 0
E generally; to underside of ground floor slabs 0 m2
To Collection £
11 1/7/2008
ABCD BuildingGroundworks,Substructure and Superstructure Concrete works
Ref. Description Qty. Unit Rate £ p
PACKAGE: GROUNDWORKS AND SUBSTRUCTURE & SUPERSTRUCTURE CONCRETE WORKS
J WATERPROOFING
J40 FLEXIBLE SHEET TANKING/DAMP PROOF MEMBRANES
Protection membrane; to vertical concrete surfacesbelow ground
A generally; to vertical surfaces; lift,stair,pilecaps 0 m2
Separate membrane; (material to be identified)
B generally; to underside of Type 1 or class 6F1/6F2 0 m2
M SURFACE FINISHES
M10 SAND CEMENT/CONCRETE/GRANOLOTHIC SCREEDS/FLOORING
Roofs
Level and to falls only < 15 degrees from horizontal
C generally; 75mm thick screed at roof level 0 m2
MISCELLANEOUS WORKS
D Continuity strips; generally at junctions between corewalls and slabs 0 m
E External water bars to walls under lift & stair pits 0 m
F Structural steelwork for Stair 3 (Optional) 0 item
G Structural steelwork for Roof plant (Optional) 0 item
To Summary £
12 1/7/2008
ABCD BuildingGroundworks,Substructure and Superstructure Concrete works
Ref. Description Qty. Unit Rate £ p
PROJECT : ABCD BUILDING
PACKAGE: GROUNDWORKS AND SUBSTRUCTURE & SUPERSTRUCTURE CONCRETE WORKS
COLLECTION
Page 1
Page 2
Page 3
Page 4
Page 5
Page 6
Page 7
Page 8
Page 9
Page 10
Page 11
Page 12
To Summary £
13 1/7/2008
ABCD BuildingGroundworks,Substructure and Superstructure Concrete works
PROJECT : ABCD BUILDING
PACKAGE: GROUNDWORKS AND SUBSTRUCTURE & SUPERSTRUCTURE CONCRETE WORKS
A Drawings:
B Specifications and Schedules:
Query Sheets issued in connection with these Bills
C Query Sheets:
14 1/7/2008
top related