ABCDEFGHIJKLMNOPQRSTUVWXYZ
1
ITEMDESCRIPTIONQUANTITYUNITRATETOTAL (£ p)
2
3
TWO-STOREY TERRACED BUILDINGS FOR THE DUMBALLS ROAD NEW HOMES RESIDENTIAL DEVELOPMENT PROJECT
4
All to be read in accordance with the provided drawings, schedules, and specification.
5
6
Drawings
7
Floor plans, elevations, sections, 3D
8
9
Schedule
10
Door, window, walls, roof, ceiling, fixtures/fittings
11
12
Note: The contractor shall be responsible for checking the accuracy of all dimensions, quantities listed below and the correct setting out of the site.
13
14
1PRELIMINARY ITEMS
15
16
1.1 Site management and supervisionitem
17
1.2Site accommodation, welfare facilities and storageitem
18
1.3Temporary electricity supplyitem
19
1.4 Temporary fencing and gatesitem
20
1.5Site securityitem
21
1.6Fixed price contractitem
22
1.7Allow the provisional sum for temporary site roads and car
parking
item
23
1.8Allow the provisional sum for employer’s accommodationitem
24
1.9Allow the provisional sum for insurancesitem
25
1.10Allow the provisional sum for scaffoldingitem
26
1.11Allow the provisional sum for mobile cranesitem
27
1.12Allow the provisional sum for the provision of a contract bonditem
28
29
30
Prelims Total £ -
31
32
2MEASURED WORK ITEMS
33
34
2.1Excavation & Filling (5)
35
36
37
2.1.1Hardcore bed - ground floorm3 £ -
38
150 mm Filling to make up levels average thickness >0.05m<0.5m obtained from off site, selected brick or stone
39
40
2.1.2Blind Hardcore bed - ground floorm2 £ -
41
50 mm surface treatments, compacting hardcore filing, blinding with sand
42
43
2.1.3Damp proof membrane - ground floorm2 £ -
44
Dampproof membrane horiontal 1000 gauge polythene laid on blinded hardcore
45
46
2.1.4Damp proof membrane - ground floorm2 £ -
47
Dampproof membrane vertical 1000 gauge polythene set against brickwork & blockwork
48
49
2.2Insitu concrete works (11)
50
51
2.3.1Concrete bed - ground floorm3 £ -
52
125 mm insitu concrete (Grade C20P) bed, thickness <=300 mm
53
54
2.3Masonry (14)
55
56
2.3.1Insulated cavity barrierm £ -
57
Insulated cavity barrier with 30 mins fire resistance.
58
59
2.3.2Brick/block walling - superstructurem2 £ -
60
Brickwall, 102mm thick, vertical in common bricks in stretcher bond bedded in cement mortar (1:4)
61
62
2.3.3Brick/block walling - superstructurem2 £ -
63
Block wall, 100 mm thick, vertical, in concrete lightweight aggregate blocks, in stretcher bond in cement mortar (1:4)
64
65
2.3.4Forming cavity- superstructurem2 £ -
66
Forming cavity in hollow walss, 75 mm wide, with stainless steel wire butterfly wall ties 5 per square metre
67
68
2.3.5Cavity wall insulationm2 £ -
69
50 mm thick cavity wall insulation, including polypropylene insulation retainers, 5 per square metre
70
71
2.3.6Insulation - ground floorm2 £ -
72
90mm thick insulation board
73
74
2.4Carpentry (16)
75
76
2.4.1Partition wall m £ -
77
50 X 75 mm Studwork timber ne 600 mm c/c, with 12.5mm Gyproc Wallboard
78
79
2.4.2Upper floor joistm £ -
80
Floor members 47 X 225 mm joist
81
82
2.4.3Joist hanger - upper floornr £ -
83
3 mm welded mild steel galvanised joist hangers for 47 X 225 mm joist to blockwork
84
85
2.4.4Herringbone strutting - upper floorm £ -
86
38 X 19 mm, treated sawn softwood to 225 mm deep joists
87
88
2.4.5Strap - upper floornr £ -
89
Galvanised mild steel joist restraining strap 30 X 5 X 1000 mm girth, once bent and 3 X countersunk drilled. (These should be taken every 2 m where joists are parallel to the external wall).
90
91
2.4.6Flooring chipboard - upper floorm2 £ -
92
22mm flooring grade chipboard > 300 mm wide.
93
94
2.4.7Wall platesm £ -
95
100 X 75 mm wall plate.
96
97
2.4.8Trussed rafternr £ -
98
Trussed rafters in sawn softwood Fink pattern comprising 75 X 125 mm members, connectors 4550 mm span, 474 mm overhang, 22.5 degree pitch, jointed with 27.5 X 2.5 X 1200 mm wall plate straps.
99
100
2.4.9Wall plate strapsnr £ -