barn conversion template 2010

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Barn Conversion Template 2010 - 0 Demolition and Site Clearance

Page/ID Description Qty Unit Rate Total

Demolishing parts of structures [C20]Breaking up concrete bed; All ground floors [C20]

1/A 100 mm thick to two storey barn 0.000 m2 13.45 0.00

1/B 100 mm thick to single storey barn 0.000 m2 13.45 0.00

1/C 100 mm thick to single storey outbuilding 0.000 m2 13.45 0.00

Demolishing internal partitions; gauged mortar1/D 100 mm blockwork to single storey barn 0.000 m2 16.01 0.00

1/E 600 mm thick - between R2 & R3 0.000 m2 50.72 0.00

Demolishing reinforced concrete suspended slabs

1/F 100 mm thick above R2 0.000 m2 21.73 0.00

1/G 100 mm thick - flat roof to single storey outbuilding0.000 m2 21.73 0.00

Demolishing external brick walls; in gauged mortar

1/H one brick thick - to single storey outbuilding 0.000 m2 22.10 0.00

Demolishing internal partitions; gauged mortar1/I half brick thick - R2 0.000 m2 19.23 0.00

Removing softwood floor construction1/J Joists & boards at first floor level 0.000 m2 7.95 0.00

Removing individual floor or roof members1/K A-Frames (5 Nr) 0.000 m 4.60 0.00

1/L single door and frame or lining 0.000 nr 20.80 0.00

1/M pair of doors and frame or lining 0.000 nr 32.13 0.00

1/N casement window and frame 0.000 nr 30.26 0.00

1/O 75 mm x 100 mm; Wall plates (allow for 50% new)0.000 m 15.59 0.00

1/P 47 mm x 75 mm; gable ladders to existing roof 0.000 m 9.57 0.00

Strip Roof coverings [H62/20A]2/A slates; set aside for re-use 0.000 m2 7.84 0.00

2/B underfelt and nails 0.000 m2 0.94 0.00

2/C Removing tiling battens; withdrawing nails 0.000 m2 1.36 0.00

2/D0.000 PC Sum 1,000.00 0.00

Inc. insured protection guarantee, min. 20 years2/E to all retained roof timbers. 0.000 PC Sum 1,500.00 0.00

Total 0.00

Demolishing stone walls in lime mortar; clean off; set aside for re-use

Removing windows and doors; and set aside or clear away

Cutting out infected or decayed structural members; providing and fixing new "treated" sawn softwood members [C90, G20]

Remove asbestos roofing sheets inc. disposal by licensed contractor (88m2)

Timber preservative treatment by specialist installer [C52]

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Material Labour Plant Subcontract Lump Sum

0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

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Barn Conversion Template 2010 - 1 Substructure


Excavating; by machine [D20]Trenches, width exceeding 0.30 m

1/A0.000 m3 6.52 0.00

1/B0.000 m3 6.52 0.00

To reduce levels externally1/C

0.000 m3 2.13 0.00

1/D0.000 m3 2.13 0.00

1/E0.000 m3 2.13 0.00

To reduce levels; Living room and bedrooms1/F maximum depth not exceeding 0.25 m 0.000 m3 18.11 0.00

To reduce levels; Kitchen & Dining room1/G maximum depth not exceeding 1.00 m 0.000 m3 20.50 0.00

1/H0.000 0.00 0.00

Pits1/I maximum depth not exceeding 0.25 m 0.000 m3 26.65 0.00

Disposal; load lorry by machineExcavated material

1/J on site; spreading; average 200 m distance 0.000 m3 4.93 0.00

Filling [D20]to excavations; by machineAverage thickness not exceeding 0.25 m

1/K arising from the excavations 0.000 m3 4.47 0.00

to make up levels; by handAverage thickness not exceeding 0.25 m

1/L obtained off site; hardcore [D20/65] 0.000 m3 46.81 0.00

Average thickness exceeding 0.25 m2/A obtained off site; sand [D20/75] 0.000 m3 75.71 0.00

Plain in situ ready mixed concrete [E10/25]C8 - 10 mm aggregate (GEN-1)Floor slabs

2/B thickness not exceeding 150 mm 0.000 m3 181.97 0.00

Filling hollow walls2/C thickness not exceeding 150 mm 0.000 m3 181.97 0.00

poured on or against earth or unblinded hardcore2/D Foundations 0.000 m3 176.23 0.00

Floor slab insulation [E20/30]

Board or slab insulation2/E 80 mm thick laid over slab 0.000 m2 12.38 0.00

2/F 50 mm thick to perimeter 0.000 m2 9.17 0.00

Damp proof membrane

maximum depth 1.00 m; for foundations to new lean-to extension

maximum depth 1.00 m; for foundations to support walls to new balcony

maximum depth not exceeding 0.25 m; for terrace paving

maximum depth not exceeding 0.25 m; for base to lean-to extension

maximum depth not exceeding 0.25 m; South elevation adjacent to R1, 1.2mm width

Inside existing buildings, including excavating perimeter by hand

Excavating; by hand; inside existing buildings [D20]

"Recticel Eurothane" foil faced PIR foam or other equal and approved

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2/G0.000 m2 2.50 0.00

2/H0.000 m2 8.10 0.00

2/I 100 mm thick; solid 0.000 m2 32.08 0.00

2/J0.000 m2 58.67 0.00

Forming cavities [F30]In hollow walls

3/A0.000 m2 3.30 0.00

Total 0.00

1200 gauge polythene sheet, joints mastic sealed and taped [J40/20]

Newton 508 HDPE membrane upstand to perimeter of floor slab [J40/47]

Dense aggregate concrete blocks 7kN in gauged mortar (1:1:6) [F10/36]

Walls; leaves of cavity walls; to lean-to extension below dpc

Facework using stone set aside from demolitions; bedded; jointed and pointed in hydraulic lime mortar (1:3) [F20/10]

Uncoursed random rubble walling; faced and pointed; one side

275 mm thick to new walls below dpc to R08 & R09

width of cavity 50 mm; stainless steel twisted wall ties; three wall ties per m2

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0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

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0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

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Barn Conversion Template 2010 - 2A Frame


Steel framed truss [G10] above R14

Beams; UB 203 x 133 x 30kg/m1/A weight not exceeding 40 kg/m 0.000 tonne 1,649.28 0.00

Framing, erection1/B Permanent erection on site 0.000 tonne 373.91 0.00

Surface treatment [G10/65]At works

1/C shotblasting and priming to SA 2.5 0.000 m2 7.12 0.00

Steel ridge beam [G12] above R07

Plain member; beams; UB 254 x 146 x 31kg/m1/D weight not exceeding 40 kg/m 0.000 tonne 1,204.69 0.00

Surface treatment [G12/20]At works

1/E shotblasting and priming to SA 2.5 0.000 m2 7.12 0.00

1/F

0.000 0.00 0.00

Sawn softwood; "Tanalised" grade C24Floor members

1/G 72 mm x 220 mm 0.000 m 11.25 0.00

Wall or partition members1/H 38 mm x 89 mm 0.000 m 4.53 0.00

Roof members; pitched1/I Rafters; 72 mm x 195 mm 0.000 m 17.43 0.00

1/J Ties; 72 mm x 195 mm 0.000 m 11.25 0.00

Wrot surfaces to exposed ties and rafters2/A plain; 100 mm wide 0.000 m 0.52 0.00

2/B plain; 200 mm wide 0.000 m 1.03 0.00

Straps; mild steel flatDrilled for bolts; 4 nr 16mm dia. holes per strap

2/C 50 x 8 mm x 1700 mm length 0.000 nr 49.12 0.00

Straps; mild steel; galvanisedstandard flat; fixing to softwood posts

2/D 27.5 mm x 2.50 mm x 400 mm girth 0.000 nr 5.80 0.00

Bolts; mild steel; galvanisedFixing only bolts; 50 mm - 200 mm long

2/E 16 mm diameter 0.000 nr 1.03 0.00

2/F0.000 nr 0.66 0.00

2/G0.000 nr 0.90 0.00

Framing, erection2/H Permanent erection on site 0.000 tonne 373.91 0.00

Framing, fabrication; weldable steel; BS EN 10025 Grade S275; hot rolled structural steel sections; welded fabrication

Isolated structural member; weldable steel; BS EN 10025: 1993 Grade S275; hot rolled structural steel sections

Replacement A-Frame roof trusses to R14, R15, R16, as Engineer's drawings LA01 & LA02 [G20]; Timber rafters & Ties; Bolted joints

M16 x 120mm bolts; grade 8.8 galvanised with washers


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Total 0.00

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0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

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0.00 0.00 0.00 0.00 0.00

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Barn Conversion Template 2010 - 2B Upper floors


Softwood floorsChipboard boarding and flooring [K11/30/31]Boarding to floors; tongued and grooved joints

1/A 18 mm thick 0.000 m2 9.38 0.00

Sawn softwood; "Tanalised" [G20]Floor members

1/B 75 mm x 150 mm 0.000 m 7.47 0.00

1/C 47 mm x 225 mm 0.000 m 8.20 0.00

Joist strutting; block1/D 47 mm x 150 mm; depth of joist 150 mm 0.000 m 8.98 0.00

1/E 47 mm x 225 mm; depth of joist 225 mm 0.000 m 10.92 0.00

Plates; fixing by bolting1/F 47 mm x 100 mm 0.000 m 7.12 0.00

Extra for stress grading to above timbers1/G special structural (SS) grade 0.000 m3 59.34 0.00

Straps; mild steel; galvanised [G20/90]

1/H 27.5 mm x 2.50 mm x 1200 mm girth 0.000 nr 9.55 0.00

Hangers; mild steel; galvanised [G20/60/65]

1/I 50 mm wide; all sizes to 225 mm deep 0.000 nr 4.18 0.00

1/J 75 mm wide; all sizes to 225 mm deep 0.000 nr 5.11 0.00

1/K 100 mm wide; all sizes to 225 mm deep 0.000 nr 5.91 0.00

Bolts; mild steel; galvanised [G12/35]Fixing only bolts; 50 mm - 200 mm long

2/A 16 mm diameter 0.000 nr 1.03 0.00

Bolts

2/B 16 mm diameter; ref M16 75P 0.000 nr 7.23 0.00

Mat or quilt insulation [P10]

2/C 100 mm thick 0.000 m2 3.25 0.00

Total 0.00

Straps; standard twisted vertical restraint; fixing to softwood and brick or blockwork

Joist hangers 0.90 mm thick; The Expanded Metal Company Ltd "Speedy" or other equal and approved; for fixing to softwood; joist sizes

Expanding bolts; "Rawlbolt" projecting type or other equal and approved; Rawl Fixings; plated; one nut; one washer

Glass fibre roll; "Crown Loft Roll" or other equal and approved; laid loose between members at 600 mm centres

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0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

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Barn Conversion Template 2010 - 2C Roof


ROOF FINISHES [H62/H71]

Coverings; 500 mm x 250 mm slates1/A roof coverings (PC £1300 per 1000) 0.000 m2 61.52 0.00

Extra over coverings for1/B

0.000 m 17.94 0.00

1/C open valleys; tilt fillet & cutting both sides 0.000 m 19.75 0.00

1/D mitred hips; cutting both sides 0.000 m 19.10 0.00

1/E verges; slating to verge rafters; 50mm lap 0.000 m 15.58 0.00

1/F0.000 m 34.28 0.00

1/G Forming bat access points with raised ridge tile 0.000 Nr 0.00 0.00

Flashings [H71]1.32 mm thick (code 3) lead flashings, etc.Soakers (15 kg per m2)

1/H 300 x 300 mm 0.000 nr 4.02 0.00

1.80 mm thick (code 4) lead flashings, etc.Flashings; wedging into grooves

1/I 150 mm girth 0.000 m 13.60 0.00

Linings to sloping gutters1/J 450 mm girth 0.000 m 33.62 0.00

Ridge abutment1/K 35 degree 0.000 Nr 27.64 0.00

Apron flashing to chimney1/L 600mm width 0.000 Nr 48.29 0.00

1/M Lead slate to 115mm pipe 0.000 Nr 44.00 0.00

1/N Lead slate to form bat access 0.000 Nr 12.18 0.00

Sawn softwood; "Tanalised" [G20]2/A Battens under existing rafters; 25 mm x 50 mm 0.000 m 1.71 0.00

2/B0.000 m 2.64 0.00

2/C Web Dynamics TLX Silver 0.000 m2 9.97 0.00

Roof windows2/D 550 mm x 980 mm; ref GGL-SD5N1-C04 0.000 nr 377.75 0.00

Sawn softwood; "Tanalised" [G20]Roof members; pitched; trimming to openings

2/E 47 mm x 75 mm 0.000 m 4.58 0.00

Insulation board [P10]PIR board insulation

2/F 120 mm thick; fitted between rafters [P10/16] 0.000 m2 19.96 0.00

2/G 30 mm thick; fitted under rafters 0.000 m2 12.39 0.00

2/H 50 mm thick; fitted between rafters [P10/15A] 0.000 m2 13.29 0.00

Natural slates; BS EN 12326 Part 2; Spanish blue grey; to 100 mm lap; on 25 mm x 50 mm battens and breathable underlay [H62]

double course, felt support tray and over fascia vent at eaves

blue/black glazed ware 125 mm x 125 mm plain angle ridge tiles

Counterbattens over multi foil insulation; 38 mm x 50 mm

Multi-foil insulation over existing rafters to 2 storey barn [H62/5A]

Roof windows; "Velux" or other equal and approved conservation pattern; flashings for slate, (trimming opening not included) [L10/50A]

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2/I Extra for foil taped joints as VCL under rafters 0.000 m2 0.48 0.00

Mat or quilt insulation [P10]

2/J 150 mm thick 0.000 m2 5.07 0.00

Board or slab insulation [P10/45A]

2/K 75 mm thick 0.000 m2 21.80 0.00

Boarding to floors; tongued and grooved joints2/L 18 mm thick 0.000 m2 9.38 0.00

Flat Roofing Systems; to balcony3/A

0.000 m2 50.51 0.00

Wrought softwoodBoarding to floors; butt joints

3/B 25 mm x 90 mm boards; Western red cedar 0.000 m2 46.80 0.00

3/C0.000 m 30.91 0.00

Extra for3/D stop end 0.000 nr 12.40 0.00

3/E running outlet 0.000 nr 15.79 0.00

3/F angle 0.000 nr 15.27 0.00

Roof structure to R04, 05, 06:

Sawn softwood; "Tanalised"Rafters

3/G 47 mm x 150 mm 0.000 m 6.96 0.00

Ridge board3/H 38 mm x 200 mm 0.000 m 6.69 0.00

Ceiling ties/ joists3/I 47 mm x 150 mm 0.000 m 6.10 0.00

Wall Plates3/J 75 mm x 100 mm 0.000 m 7.35 0.00

Joist strutting; block3/K 47 mm x 150 mm; depth of joist 150 mm 0.000 m 8.98 0.00

Extra for stress grading to above timbers3/L special structural (SS) grade/ C24 0.000 m3 59.34 0.00


4/A 27.5 mm x 2.50 mm x 1300 mm girth 0.000 nr 8.84 0.00


4/B 12 mm diameter 0.000 nr 1.03 0.00

4/C0.000 nr 0.56 0.00

Glass fibre roll; "Crown Loft Roll" or other equal and approved; laid loose between members at 400 mm centres

"Knauf Polyfoam floorboard" extruded polystyrene foam or other equal and approved

Chipboard boarding and flooring; to loft above R04, R05, R06 [K11]

EPDM roofing; 1.4mm sheet adhesive fixed to timber substrate inc. flashings and perimeter profiles; supply only of paving supports

Aluminium cast gutters and fittings; polyester powder coated finish [R10]

113 mm half round gutters; on brackets; screwed to timber

Site fabricated trussed rafters at 400mm centres [G20]

Straps; standard lateral and vertical restraint; fixing to softwood and stone or blockwork


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4/D Toothed timber connectors 0.000 nr 0.56 0.00

Roof structure to R07:Common rafters at 400mm centres [G20]Sawn softwood; "Tanalised"Rafters

4/E 47 mm x 150 mm 0.000 m 6.96 0.00

4/F 47 mm x 100 mm 0.000 m 5.56 0.00

Ridge board4/G 38 mm x 200 mm 0.000 m 6.69 0.00

Ceiling ties/ joists4/H 47 mm x 150 mm 0.000 m 6.10 0.00

Wall Plates4/I 75 mm x 100 mm 0.000 m 7.35 0.00

Plates; fixing by bolting4/J 47 mm x 100 mm 0.000 m 7.12 0.00

Joist strutting; block4/K 47 mm x 150 mm; depth of joist 150 mm 0.000 m 8.98 0.00

Extra for stress grading to above timbers4/L special structural (SS) grade / C24 0.000 m3 59.34 0.00


5/A 27.5 mm x 2.50 mm x 1000 mm girth 0.000 nr 8.84 0.00


5/B 12 mm diameter 0.000 nr 1.03 0.00

5/C0.000 nr 0.56 0.00

Roof structure to R08, R09:Common rafters at 400mm centres [G20]Sawn softwood; "Tanalised"Rafters

5/D 47 mm x 150 mm 0.000 m 6.96 0.00

5/E 47 mm x 100 mm 0.000 m 5.56 0.00

Wall Plates5/F 75 mm x 100 mm 0.000 m 7.35 0.00

Joist strutting; block5/G 47 mm x 150 mm; depth of joist 150 mm 0.000 m 8.98 0.00

Extra for stress grading to above timbers5/H special structural (SS) grade / C24 0.000 m3 59.34 0.00


5/I 27.5 mm x 2.50 mm x 1000 mm girth 0.000 nr 8.84 0.00

Roof structure to Balcony:Sawn softwood; "Tanalised"Roof members; flat

5/J 47 mm x 150 mm 0.000 m 6.10 0.00

Individual supports; firrings5/K 50 mm wide x 75 mm average depth 0.000 m 6.67 0.00

Floor members5/L 47 mm x 50 mm 0.000 m 3.14 0.00

Plates; fixing by bolting6/A 75 mm x 100 mm 0.000 m 9.07 0.00




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Joist strutting; block6/B 47 mm x 150 mm; depth of joist 150 mm 0.000 m 8.98 0.00

Straps; mild steel; galvanised

6/C 27.5 mm x 2.50 mm x 1000 mm girth 0.000 nr 8.84 0.00

Plywood; external quality; 18 mm thickBoarding to roofs; butt joints

6/D flat to falls 0.000 m2 17.34 0.00

Fascia boards to all roof eavesWrought softwood; "Tanalised" [G20/12A]

6/E 25 mm thick; 150 mm wide 0.000 m 5.79 0.00

General surfaces6/F isolated surfaces not exceeding 300 mm girth 0.000 m 3.06 0.00

Total 0.00


Eaves, verge soffit boards, fascia boards and the like

Knot; one coat primer; stop; one undercoat and one finishing coat of gloss oil paint; on wood surfaces [M60/12]

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0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

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0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

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0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

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0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

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Barn Conversion Template 2010 - 2D Stairs


Stairs

1/A 2.60 m rise; purpose made; 0.000 nr 1,500.00 0.00

Wall handrails1/B Softwood handrail and brackets to stairwells 0.000 m 155.00 0.00

Balustrading and handrails1/C

0.000 m 200.00 0.00

1/D0.000 m 200.00 0.00

1/E Balustrade and handrail to balcony 0.000 m 200.00 0.00

1/F Balustrade and handrail to R07 french doors 0.000 m 200.00 0.00

Total 0.00

SW staircase; balustrades and handrails; plasterboard; skim and emulsion to soffit

Balustrade and handrail with glass infill panels to gallery

Balustrade and handrail with glass infill panels to landing

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0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

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Barn Conversion Template 2010 - 2E External walls


Demolishing external stone walls in lime mortar1/A 600 mm thick 0.000 m2 43.38 0.00

1/B0.000 Item 0.00 0.00

Beds1/C thickness not exceeding 150 mm 0.000 m3 154.68 0.00

Sides of beams and edges of beds; basic finishPlain vertical

1/D height 250 - 500 mm 0.000 m 27.33 0.00

12 mm diameter nominal size1/E straight 0.000 tonne 955.96 0.00

Walls; single course blocks to wallplate1/F 100 mm thick; solid 0.000 m2 32.08 0.00

Mix 20.00 N/mm2 - 20 mm aggregate (1:2:4)Padstones;

1/G 250 mm x 350 mm x 150 mm 0.000 nr 34.69 0.00

1/H 200 mm x 400 mm x 15 mm 0.000 nr 22.49 0.00

Walls; leaves of cavity wall infill to openings2/A 100 mm thick; solid 0.000 m2 32.08 0.00

2/B 275 mm thick to infilled openings 0.000 m2 58.67 0.00

Walls; leaves of cavity walls2/C 100 mm thick; solid 0.000 m2 32.08 0.00

Ring beam to top of existing walls of single storey barn

Take down walling to form bearing [C90, C20, F20]

Make good over return ends in random rubble stonework to gable wall on completion

In situ ready mixed designated concrete; C20 - 20 mm aggregate [E10]

Bars; BS 4449; hot rolled deformed high steel bars grade 500C [E30]

Dense aggregate concrete blocks 7kN in gauged mortar (1:1:6) [F10]

In Situ concrete padstones to steel beams and timber 'A' frame trusses [E10]

15mm neoprene pad to bearing surface for steel frame

Random rubble stone faced concrete block cavity walling; infill to existing openings


Facework using stone set aside from demolitions; bedded; jointed and pointed in Natural Hydraulic lime mortar (1:3) [F20]


Random rubble stone faced concrete block cavity walling; new walls to lean-to extension


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2/D 275 mm thick to new walls to R08 & R09 0.000 m2 58.67 0.00

Walls supporting balcony;

2/E 425 mm thick 0.000 m2 138.77 0.00

New Chimney

2/F 450 mm depth 0.000 m2 94.32 0.00

Filling in recess

2/G 100 mm blockwork 0.000 m 28.74 0.00

Damp proof courses

3/A width exceeding 225 mm; horizontal 0.000 m2 114.30 0.00

3/B width exceeding 300 mm; horizontal 0.000 m2 8.12 0.00

3/C 225 mm thick to new chimney 0.000 m2 111.07 0.00

Sundries [F30]

3/D 185 mm diameter x 600 mm long 0.000 nr 85.65 0.00

Clay flue liners [F30/88]

3/E 300 mm 0.000 nr 12.36 0.00

Filling around flue liners3/F thickness not exceeding 150 mm 0.000 m3 224.74 0.00

Facework using stone set aside from demolitions; bedded; jointed and pointed in Natural Hydraulic lime mortar (1:3) [F20]


Random rubble walling using stone set aside from demolitions or to approval; bedded; jointed and pointed in Natural Hydraulic lime mortar (1:3) [F20]

Uncoursed random rubble walling; faced and pointed; both sides

Cutting recess for new flue in existing rubble stone wall [C20, C90]

Bonding to stonework in common blockwork; in gauged mortar (1:1:6) [F10/36]; as the work proceeds

Milled lead damp proof course; BS 1178; 2.4 mm thick (code 5), in cement:lime mortar (1:2:9) placed immediately above apron flashings [F30/48A]

"Synthprufe" damp proof membrane or other equal and approved; to mortar levelled stonework to chimney immediately below flaunching. [F30/52A]

Facework using stone set aside from demolitions; bedded; jointed and pointed in hydraulic lime mortar (1:3) [F20]


Chimney pots; red terracotta; plain or cannon-head; setting and flaunching in cement mortar (1:3) [F30/96]

Class A1 flue system; 185mm int. dia. clay liners built in; in flue joint mortar mix; cutting blockwork around

Insulating concrete; Leca 20-0mm aggregate: cement (20:1) [F30/88]

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holes cut for flue; to chimney cap3/G 600 mm x 600 mm x 50 mm thick; grey 0.000 Item 35.83 0.00

Damp proof courses [F30/46]

3/H width not exceeding 225 mm; horizontal 0.000 m2 14.68 0.00

3/I width not exceeding 225 mm; vertical 0.000 m2 21.68 0.00

Forming cavities [F30/5]In hollow walls

4/A0.000 m2 3.30 0.00

Air bricks [F30/15]

4/B 215 mm x 215 mm 0.000 nr 12.76 0.00

4/C To form new opening; W08 1050 x 1200mm 0.000 Item 385.00 0.00

4/D To form new opening; W09A 1080 x 1050mm 0.000 Item 265.00 0.00

4/E To form new opening; D-08E 1700 x 2130mm 0.000 Item 775.00 0.00

4/F To form new opening; D-21E 1300 x 2130mm 0.000 Item 700.00 0.00

4/G To form new opening; D-19 940 x 2040mm 0.000 Item 600.00 0.00

4/H0.000 Item 300.00 0.00

4/I To enlarge existing opening; W12 100 x 940mm 0.000 Item 200.00 0.00

4/J To enlarge existing opening; W13 100 x 940mm 0.000 Item 200.00 0.00

4/K0.000 Item 500.00 0.00

4/L0.000 Item 600.00 0.00

4/M0.000 Item 500.00 0.00

4/N To enlarge existing opening; D-15 940 x 2040mm0.000 Item 500.00 0.00

4/O

0.000 Nr 200.00 0.00

Concrete paving slabs; BS EN 1339; bedding 25 mm thick in cement and sand mortar (1:4);

Polythene damp proof course or other equal and approved; 200 mm laps; in gauged mortar (1:1:6)

width of cavity 50 mm; stainless steel twisted wall ties; three wall ties per m2

Air bricks; red terracotta; building into prepared openings

Form new/ enlarge openings in existing external walls;

Cutting out walling, removing debris and set aside stone; Making good jambs externally with random rubble stone salvaged from demolition in hydraulic lime mortar (NHL 3.5 Hydraulic lime: sand, 1:3) finished fair & flush pointed [C90/10], internally with dense concrete blockwork in gauged mortar (1:2:9) Cement:sand, Lintels and internal finishes measured elsewhere; Average 600mm thick.

To enlarge existing opening; W09 1080 x 1050mm

To enlarge existing opening; D-04E 930 x 2035mm



Take down/ cut out walling; for replacement lintels and make good [C90, F30];

To heads of all existing window and door openings to be retained; replace lintels (measured separately); make good walling over in stone set aside from demolitions.

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Universal R15; 100 x 140mm5/A 900 mm long 0.000 nr 19.01 0.00

5/B 1500 mm long 0.000 nr 25.11 0.00

5/C 1500 mm long - to new openings 0.000 nr 25.11 0.00

5/D 1800 mm long 0.000 nr 28.23 0.00

5/E 2100 mm long 0.000 nr 31.33 0.00

65 x 100mm - to new blockwork5/F 1200 mm long 0.000 nr 14.25 0.00

5/G 1500 mm long 0.000 nr 15.88 0.00

5/H0.000 m 40.00 0.00

Repairing/renovating stonework

5/I To existing external walls generally 0.000 m2 32.53 0.00

5/J0.000 m2 32.53 0.00

Insulated timber framed lining to external wallsSawn softwood; "Tanalised" [G20]External Wall lining members

5/K 25 mm x 50 mm battens 0.000 m 1.95 0.00

5/L0.000 m 4.76 0.00

Insulation board [P10]Foil faced PIR board insulationMeasured over studs

5/M0.000 m2 14.74 0.00

5/N0.000 m2 10.02 0.00

6/A Extra for foil taped joints as VCL along studs 0.000 m 0.26 0.00

Sills [F30/87]6/B Reclaimed stone cills to new openings (PC £50/m)

0.000 m 65.00 0.00

Total 0.00

Precast concrete lintels; "Stressline" or other equal and approved; built into stonework, brickwork or blockwork [F30/83]

Extra for reclaimed stone outer lintel to new openings (PC £50/m)

Rake out joints in random rubble stone walling and re-point in hydraulic lime mortar (Castle NHL 3.5 Hydraulic lime: sand, 1:3) finished flush [F20/18A]

To existing external walls generally - <150mm width

47 mm x 75 mm; inc. Gypliner GL9 brackets [G20/66] at 800mm vertical centres

75mm thick; fitted between studs to internal face of existing stone walls

50 mm thick; fixed with adhesive to new block walls to extension

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0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

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0.00 0.00 0.00 0.00 0.00

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0.00 0.00 0.00 0.00 0.00

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0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

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0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

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0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

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Barn Conversion Template 2010 - 2F Windows and External doors


Casements; rebated; moulded; in medium panes1/A 44 mm thick 0.000 m2 106.66 0.00

Fitting and hanging casements (in factory)1/B square or rectangular 0.000 nr 15.59 0.00

Frames; rounded; rebated check grooved1/C 57 mm x 94 mm 0.000 m 18.96 0.00

1/D 57 mm x 94 mm 0.000 m 21.14 0.00

Sill; sunk weathered, rebated and grooved1/E 69 mm x 94 mm 0.000 m 41.96 0.00

Iromongery; to windows1/F Casement fasteners and stays 0.000 Nr 27.99 0.00

1/G Casement restrictors 0.000 Nr 11.60 0.00

Fitting only;1/H Complete window 0.000 nr 24.33 0.00

1/I 0.35 m2 - 2.00 m2 0.000 m2 122.47 0.00

Doors; purpose made panelled; wrought softwood

1/J 838 mm x 1981 mm x 44 mm 0.000 nr 184.06 0.00

2/A 57 mm x 100 mm 0.000 m 16.21 0.00

2/B 57 mm x 100 mm 0.000 m 17.82 0.00

2/C 57 mm x 175 mm 0.000 m 67.80 0.00

Bedding and pointing framesPointing wood frames or sills with mastic

2/D one side 0.000 m 1.85 0.00

Softwood windows; supplied fully finished with ironmongery fitted [L10]

Purpose made casement windows; "treated" wrought softwood

Mullions and transoms; twice rounded, rebated and check grooved

Factory made double hermetically sealed units; with inner pane of Pilkington's "K" low emissivity coated glass; to wood or metal with screwed or clipped beads

Two panes; BS EN 1279; clear float/ toughened/ low E glass; 4 mm thick; 16 mm air space

External softwood doors and hardwood frames; doors painted; including ironmongery [L20]

Panelled doors; two open panel for glass; including glazing beads

Door frames and door linings, sets; purpose made; wrought softwood

Jambs and heads; as frames; rebated, rounded and grooved

Mullions and transoms; in frames; twice rebated, rounded and grooved

Sills; once sunk weathered; once rebated, three times grooved

Bedding wood frames in cement mortar (1:3) and point

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2/E one side in mortar; other side in mastic 0.000 m 4.29 0.00

Iromongery; to doorsHinges

2/F

0.000 pair 29.48 0.00

Locks2/G

0.000 nr 35.60 0.00

2/H Rebate kit 0.000 nr 24.10 0.00

2/I Multipoint lock and cylinder 0.000 nr 137.43 0.00

Levers2/J

0.000 pair 30.65 0.00

2/K Stainless steel multipoint lever on backplate 0.000 pair 53.16 0.00

2/L 0.35 m2 - 2.00 m2 0.000 m2 122.47 0.00

M60 Painting

Glazed windows and doors3/A panes; area 0.10 - 0.50 m2 0.000 m2 14.28 0.00

Total 0.00

127 x 102 x 3 mm Stainless steel ball race butt hinges, jig drilled for metal doors/frames, complete with M6x12MT 'undercut' machine screws, stainless steel 316 CE marked to EN1935 4-7-7-1-1-4-0-13

92 x 60 mm b/s mortice lock, case only, low friction latchbolt, griptight follower, heavy spring for levers, twin 8mm followers at 78mm centres. Radius forend and square strike.

Stainless steel lever assembly Tested to BS EN1906 4/7/-/1/1/4/0/U

Factory made double hermetically sealed units; with inner pane of Pilkington's "K" low emissivity coated glass; to wood or metal with screwed or clipped beads

Two panes; BS EN 1279; clear float/toughened/ low E glass; 6 mm thick; 16 mm air space

Two coats of "Sadolins Extra" or other equal and approved; opaque pigmented; two further coats of "PV67" clear interior silk matt lacquer or other equal and approved

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0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

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0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

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Barn Conversion Template 2010 - 2G Internal walls and partitions


Walls; loadbearing partitions1/A 100 mm thick; solid 0.000 m2 32.08 0.00

Insulation board [P10]Foil faced PIR board insulation

1/B0.000 m2 10.02 0.00

1/C over 300 mm wide 0.000 m2 14.38 0.00

G20 Timber stud partitions1/D

0.000 m2 0.00 0.00

Sawn softwood; untreatedWall or partition members

1/E 47 mm x 100 mm 0.000 m 5.32 0.00

Mat or quilt insulation to stud partitions [P10]

1/F 100 mm thick 0.000 m2 3.25 0.00

Bat boxes [N10/40A]1/G Schwegler 1FR Bat tube; fixing to walls 0.000 nr 84.28 0.00

Total 0.00

Dense aggregate concrete blocks 3.5kN in gauged mortar (1:2:9) [F10]

75 mm thick; fixed with adhesive to face of block wall in roofspace above R06

Plywood (Eastern European); external quality [K11/40A]

Lining to walls in roofspace over insulation 9 mm thick

structure only comprising 97 mm x 45 mm softwood studs at 600 mm centres; head and sole plates 43m2

Glass fibre roll; "Crown Loft Roll" or other equal and approved; fitted vertically between members at 600 mm centres

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0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

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Barn Conversion Template 2010 - 2H Internal doors


Internal doors [L20]Doors; standard matchboarded; wrought softwood

1/A 762 mm x 1981 mm 0.000 nr 162.87 0.00

1/B 838 mm x 1981 mm 0.000 nr 162.87 0.00

Jambs and heads; as linings; inc. stops1/C 32 mm x 140 mm 0.000 nr 34.88 0.00

Iromongery; to softwood [P21]Hinges

1/D

0.000 pair 13.95 0.00

Latches1/E Bathroom mortice latch 0.000 nr 27.18 0.00

1/F Tubular mortice latch 0.000 nr 18.62 0.00

Levers1/G

0.000 pair 30.65 0.00

1/H Stainless steel Turn and release set 0.000 pair 29.73 0.00

Architrave [P10]Wrought softwood

1/I 19 mm x 75 mm; chamfered 0.000 m 3.26 0.00

Total 0.00

Matchboarded, framed, ledged and braced doors; 44 mm thick overall; 19 mm thick tongued, grooved and V-jointed boarding; one side vertical boarding

Door frames and door linings, sets; purpose made; wrought softwood

100 x 75 x 3 mm Stainless steel washered butt hinges, jig drilled for metal doors/frames, complete with M6x12MT 'undercut' machine screws, stainless steel 316 CE marked to EN1935 4-7-7-1-1-4-0-13

Stainless steel lever assembly Tested to BS EN1906 4/7/-/1/1/4/0/U

Architraves, cover fillets and the like; half round; splayed or moulded

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0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

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Barn Conversion Template 2010 - 3A Wall finishes


To external wall linings

1/A over 300 mm wide 0.000 m2 9.73 0.00

To Internal stone walls [M20/25]Cement:sand (1:3) beds and backings

1/B over 300 mm wide 0.000 m2 19.52 0.00

1/C over 300 mm wide 0.000 m2 6.34 0.00

To Internal blockwork walls [M20/25]Cement:sand (1:3) beds and backings

1/D over 300 mm wide 0.000 m2 19.52 0.00

1/E over 300 mm wide 0.000 m2 6.34 0.00

1/F over 300 mm wide 0.000 m2 6.34 0.00

12.50 mm thick boards to walls1/G over 300 mm wide; Duplex (foil backed) 0.000 m2 18.05 0.00

Work to walls; over 300 mm wide2/A 152 mm x 152 mm x 5.50 mm thick; white 0.000 m2 31.41 0.00

One mist and two coats emulsion paint [M60]Plaster walls or plaster/plasterboard ceilings

2/B over 300 mm girth 0.000 m2 4.10 0.00

2/C over 300 mm girth to reveals and soffits 0.000 m2 4.10 0.00

Lining to external wall revealsThermal Board - Gyproc Thermaline Plus

Dubbing out in cement and sand; average 10 mm thick [M20/10A]

10 mm thick work to walls; one coat; to brickwork or blockwork base

Plaster; one coat "Thistle" Multi finish or other equal and approved; steel trowelled (prices included within plasterboard rates)

3 mm thick work to walls or ceilings; one coat; to cement:sand undercoat base

10 mm thick work to walls; one coat; to brickwork or blockwork base

Plaster; one coat "Thistle" Multi finish or other equal and approved; steel trowelled (prices included within plasterboard rates)

3 mm thick work to walls or ceilings; one coat; to cement:sand undercoat base

3 mm thick work to walls or ceilings; one coat; to plasterboard base

Plaster; one coat "Thistle" board finish or other equal and approved; steel trowelled 3 mm work to walls or ceilings; one coat on and including gypsum plasterboard; BS 1230; fixing with nails; 3 mm joints filled with plaster and jute scrim cloth; to softwood base; plain grade baseboard or lath with rounded edges [M20/50]

Glazed ceramic wall tiles; BS EN 19545; fixing with adhesive; butt joints; straight both ways; flush pointing with white grout; to plaster base

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2/D 300 mm - 600 mm wide 0.000 m 14.51 0.00

Fire protection to steelwork [K11/60]

2/E 730 mm girth 0.000 m 25.16 0.00

Total 0.00

27 mm board to reveals and soffits of openings and recesses

Gypsum cladding; Gyproc "Fireline" board or other equal and approved; fixed with screws to timber bearers; joints filled with plaster.

12.5 mm thick beam linings, faces - 4; 1/2 hour fire protection rating

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0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

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0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

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Barn Conversion Template 2010 - 3B Floor finishes


In situ screed and floor finishesCement and sand (1:3) screeds

1/A 75 mm thick 0.000 m² 18.40 0.00

Sheet/board flooringTo Living room

1/B0.000 m² 32.00 0.00

Work to floors; over 300 mm wideTo Kitchen, Dining room, GF Bathrooms and Hall

1/C0.000 m2 54.54 0.00

Work to floors; over 300 mm wideTo 1st floor bathroom

1/D 300 mm x 300 mm x 2.00 mm thick; Vylon Plus 0.000 m2 9.99 0.00

Wrought hardwoodBoarding to floors; tongued and grooved joints

1/E0.000 m2 31.35 0.00

1/F 19 mm x 125 mm; moulded 0.000 m 2.15 0.00

General surfaces1/G isolated surfaces not exceeding 300 mm girth 0.000 m 3.06 0.00

Finish to deckingBiowash natural decking oil to balcony deck

2/A over 300 mm girth 0.000 m2 6.39 0.00

General surfaces2/B over 300 mm girth 0.000 m2 8.26 0.00

Total 0.00

Wrought softwood t&g strip flooring; polished; including fillets

Clay floor quarries; BS EN 10545; class 1; Dennis Ruabon tiles or other equal and approved; level bedding 10 mm thick and jointing in cement and sand (1:3); butt joints; straight both ways; flush pointing with grout; to cement and sand base

150 mm x 150 mm x 12.50 mm thick; heatherbrown

Vinyl semi-flexible tiles; Marley Homogeneous tiles range or other equal and approved; level; fixing with adhesive; butt joints; straight both ways; to cement and sand base

15 mm x 96 mm Bamboo overlay boards; fixing with nails to timber base

Skirtings, picture rails, dado rails and the like; splayed or moulded

Knot; one coat primer; stop; one undercoat and one finishing coat of gloss oil paint; on wood surfaces

Two coats of epoxy anti-slip floor paint; on screeded concrete surfaces to plant room

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0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

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Barn Conversion Template 2010 - 3C Ceiling finishes


In situ/board finishes

12.50 mm thick boards to ceilings1/A over 300 mm wide; Duplex (foil backed) 0.000 m2 18.05 0.00

1/B over 300 mm wide; Duplex (Moisture resistant) 0.000 m2 18.54 0.00

1/C over 300 mm wide; Wallboard 0.000 m2 17.30 0.00

One mist and two coats emulsion paintPlaster walls or plaster/plasterboard ceilings

1/D over 300 mm girth 0.000 m2 4.10 0.00

Total 0.00

Plaster; one coat "Thistle" board finish or other equal and approved; steel trowelled 3 mm work to walls or ceilings; one coat on and including gypsum plasterboard; BS 1230; fixing with nails; 3 mm joints filled with plaster and jute scrim cloth; to softwood base; plain grade baseboard or lath with rounded edges

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0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

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Barn Conversion Template 2010 - 4 Fittings


1/A four person house 0.000 nr 5,750.00 0.00

1/B Fire surround 0.000 nr 200.00 0.00

Total 0.00

Kitchen fittings for residential units (not including 'white' goods)

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0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

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Barn Conversion Template 2010 - 5A Sanitary appliances


Sanitary fittings [N13]1/A

0.000 nr 2,300.00 0.00

1/B shower fitting 0.000 nr 455.00 0.00

Total 0.00

range including WC; wash handbasin; shower; bath and kitchen/ utility sink as shown on drawing L(-2)04

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0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

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Barn Conversion Template 2010 - 5C Disposal installations


1/A0.000 Item 330.00 0.00

1/B 63 mm diameter pipes; plugged and screwed 0.000 m 23.02 0.00

Extra for1/C shoe 0.000 nr 12.38 0.00

1/D offset 76 mm projection 0.000 nr 28.10 0.00

Total 0.00

Internal foul drainage discharge stacks and branches generally [R11]

soil pipes including all branches, junctions and connections

Aluminium pipes and fittings; ears cast on; polyester powder coated finish [R10]

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0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

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Barn Conversion Template 2010 - 5D Water Installations


1/A Complete installation 0.000 m² 25.00 0.00

1/B Provisional sum for borehole connection 0.000 nr 1,000.00 0.00

1/C Instant hot water loop (as per NU-HEAT Quote) 0.000 nr 228.00 0.00

1/D Builders work in connection with services 0.000 Item 0.00 0.00

Total 0.00

Hot & Cold water services; Gross internal floor area (unless described otherwise)

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0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

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Barn Conversion Template 2010 - 5E Heat source


Provisional costs

1/A System supply and commisioning 0.000 nr 10,506.35 0.00

1/B Installation 0.000 nr 4,095.00 0.00

Total 0.00

Ground source heat pump for hot water service and heating (NU-HEAT quote 21/05/10)

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0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

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Barn Conversion Template 2010 - 5F Space heating and air treatment


Provisional costsUnderfloor heating

1/A System supply and commisision 0.000 nr 4,524.72 0.00

1/B Installation 0.000 nr 1,644.00 0.00

Total 0.00

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0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

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Barn Conversion Template 2010 - 5G Ventilating systems


Ventilation system [U90]Local ventilation to (area to be vented)

1/A WC's 0.000 nr 255.00 0.00

1/B Kitchen & Utility 0.000 nr 255.00 0.00

1/C Builders work in connection with services 0.000 Item 0.00 0.00

Total 0.00

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0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

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Barn Conversion Template 2010 - 5H Electrical installations


Electrical supply/ power/ lighting system [V90]Consumer control units

1/A0.000 nr 215.79 0.00

1/B0.000 nr 177.06 0.00

Final circuitsLighting points

1/C

0.000 nr 44.26 0.00

Single 13 amp switched socket outlet points1/D

0.000 nr 71.93 0.00

Cooker control units/ shower circuits/ GSHP circuit

1/E

0.000 nr 105.13 0.00

1/F Builders work in connection with services 0.000 Item 0.00 0.00

Total 0.00

As above but 100 amp metal cased consumer unit and 25 mm2 PVC cables

extra for current operated ELCB of 30 mA tripping current

wired in PVC insulated and PVC sheathed cable in flats and houses; insulated in cavities and roof space; protected where buried by heavy gauge PVC conduit

wired in PVC insulated and PVC sheathed cable in flats and houses on a ring main circuit; protected where buried by heavy gauge PVC conduit

45 amp circuit including unit wired in PVC insulated and PVC sheathed cable; protected where buried by heavy gauge PVC conduit

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0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

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Barn Conversion Template 2010 - 6A Site works


Preparatory excavation and sub-basesExcavating; by machineTo reduce levels

1/A maximum depth not exceeding 0.25 m 0.000 m3 2.61 0.00

1/B coated macadam or asphalt 0.000 m2 3.27 0.00


1/C on site; spreading; average 200 m distance 0.000 m3 4.93 0.00

Filling to make up levels; by machineAverage thickness not exceeding 0.25 m

1/D obtained off site; hardcore 0.000 m3 40.15 0.00

Grassed areasImported top soil, planting quality

1/E average 150 mm thick 0.000 m2 8.05 0.00

FertilizerFertilizer 0.07 kg/m2; raking in

1/F general surfaces (PC £ per 25kg) 0.000 m2 0.42 0.00

Selected grass seed

1/G general surfaces (PC £ per 25kg) 0.000 m2 0.95 0.00

Sawn softwood; "Tanalised"

1/H 25 mm x 100 mm 0.000 m 3.54 0.00

Paved areas

Pavings; over 300 mm wide2/A 50 mm thick 0.000 m2 8.17 0.00

2/B 150 mm thick 0.000 m2 25.29 0.00

2/C 150 mm thick 0.000 m2 15.39 0.00

2/D0.000 m² 10.50 0.00

Sawn softwood; "Tanalised"Edging to road; inc. 38 x 38 x 450mm stakes

2/E 25 mm x 100 mm 0.000 m 3.54 0.00

Extra over any types of excavating irrespective of depth for breaking out existing hard pavings, 75 mm thick

Grading; prepared for turfing or seeding; to general surfaces

Grass seed; sowing at a rate of 0.042 kg/m2 two applications; raking in

Edging to grassed areas; inc. 38 x 38 x 450mm stakes

Two coat gravel paving; level and to falls; first layer course clinker aggregate and wearing layer fine gravel aggregate

Two coat gravel paving to ramps and parking areas; level and to falls; first layer course clinker aggregate and wearing layer fine gravel aggregate with grid reinforcement

Two coat gravel paving to road; level and to falls; first layer MOT type 1 aggregate and wearing layer fine gravel aggregate

Gravel paving rolled to falls and chambers paving on sub-base; including excavation

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Terraces2/F

0.000 m² 0.00 0.00

Filling to make up levels; by machineAverage thickness not exceeding 0.25 m

2/G obatined off site; granular fill type one 0.000 m3 47.60 0.00

2/H obtained off site; sand 0.000 m3 58.92 0.00

Pavings; over 300 mm wide2/I 900 mm x 600 mm x 50 mm thick; grey 0.000 m2 14.54 0.00

Walls to rampsD20 Excavating; by machineTrenches, width exceeding 0.30 m

2/J0.000 m3 6.52 0.00


3/A on site; spreading; average 200 m distance 0.000 m3 4.93 0.00

Filling to excavations; by machineAverage thickness not exceeding 0.25 m

3/B arising from the excavations 0.000 m3 4.47 0.00

3/C Foundations 0.000 m3 176.23 0.00

Walls;3/D 100 mm thick; solid 0.000 m2 32.08 0.00

Mix 30.00 N/mm2 - 20 mm aggregate (1:1:2)

3/E 152 mm x 76 mm 0.000 m 15.29 0.00

Cement:sand (1:3); steel trowelled

3/F not exceeding 300 mm wide 0.000 m 8.05 0.00

Boundary Walls; average 600mm heightD20 Excavating; by machineTrenches, width exceeding 0.30 m

3/G0.000 m3 6.52 0.00


3/H on site; spreading; average 200 m distance 0.000 m3 4.93 0.00

Filling to excavations; by machineAverage thickness not exceeding 0.25 m

3/I arising from the excavations 0.000 m3 4.47 0.00

Pre-cast concrete paving slabs on sub-base; including excavation

Concrete paving flags; BS EN 1339; to falls or crossfalls; bedding 25 mm thick in cement and sand mortar (1:4); butt joints straight both ways; jointing in cement and sand (1:3); brushed in; to sand base


E10 Plain in situ ready mixed concrete; C20 - 20 mm aggregate; poured on or against earth or unblinded hardcore (P.C. £120/m3)

Dense aggregate concrete blocks 7kN in gauged mortar (1:1:6)

Copings; once weathered; once throated; bedded and pointed

13 mm thick work to walls; two coats; to brickwork or blockwork base


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4/A Foundations 0.000 m3 176.23 0.00

4/B 425 mm thick 0.000 m2 138.77 0.00

Landscaping4/C

0.000 m 2.82 0.00

Planting onlyHedge plants

4/D height not exceeding 750 mm 0.000 nr 2.96 0.00

Fencing4/E

0.000 m 19.86 0.00

4/F Field gates 1.2m width inc. hanging system 0.000 nr 217.84 0.00

4/G0.000 nr 451.41 0.00

Steps to external doorsFormwork for steps in top surfaces; basic finishPlain vertical

4/H height not exceeding 250 mm 0.000 m 14.60 0.00

Beds4/I thickness 150 - 450 mm 0.000 m3 127.47 0.00

Step surfaces; 300 mm wide4/J 900 mm x 600 mm x 50 mm thick; grey 0.000 m 9.56 0.00

Balustrades and handrails; metalwork

5/A 1100 mm high 0.000 m 206.10 0.00

5/B 42 mm diameter 0.000 m 82.44 0.00

Total 0.00

E10 Plain in situ ready mixed concrete; C20 - 20 mm aggregate; poured on or against earth or unblinded hardcore (P.C. £120/m3)

Limestone or other equal and approved; bedded; jointed and pointed in cement; lime mortar (1:2:9)

Uncoursed random rubble walling; faced and pointed; both sides

Hawthorn based 40-60cm mixed native hedging (5nr/m)

Sawn finish square rail and post; 100 x 38mm rail, 100 x 75mm post; 3nr rails; posts at 1.8m centres set in concrete

Pair field gates 3.6 & 1.2m width inc. hanging system

Plain in situ ready mixed designated concrete; C20 - 20 mm aggregate

Concrete paving flags; BS EN 1339; cutting one side; bedding 25 mm thick in cement and sand mortar (1:4); butt joints; jointing in cement and sand (1:3); brushed in; to concrete base

Balustrades; painted mild steel CHS posts and top rail, with one infill rail

Wallrails; painted mild steel CHS wall rail; with wall rose bracket

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0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

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0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

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0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

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Barn Conversion Template 2010 - 6B Drainage


Pipes not exceeding 200 mm nominal size1/A

0.000 m 5.52 0.00

1/B Foul drains; average depth of trench 0.75 m 0.000 m 8.24 0.00

1/C0.000 m 8.24 0.00

1/D0.000 m 8.24 0.00

Granular (shingle) filling [ R12/27]Beds and coverings; 100 mm thick; to pipes

1/E Foul drains; 100 mm nominal size 0.000 m 8.61 0.00

1/F Surface water drains; 100 mm nominal size 0.000 m 8.61 0.00

Covering and surround to septic tank1/G Foul drains; drainage field & septic tank 0.000 m3 31.70 0.00

Concrete filling [ R12/37]1/H Foul drains under floor slabs 0.000 m3 176.23 0.00

Concrete base for Septic TankIn situ ready mixed concrete [E10/25]C8 - 10 mm aggregate (GEN-1)Floor slabs

1/I thickness not exceeding 150 mm 0.000 m3 181.97 0.00

Fabric; BS 4483 [E30]Ref A98 (1.54 kg/m2)

1/J strips in one width; 900 mm width 0.000 m2 4.44 0.00

100mm pipes; laid straight1/K Foul drains 0.000 m 4.48 0.00

1/L Foul drains under floor slabs 0.000 m 4.48 0.00

1/M Surface water drains 0.000 m 4.48 0.00

2/A 100 mm slotted pipes; laid straight 0.000 m 6.39 0.00

Extra for2/B bend; short radius 0.000 nr 5.67 0.00

2/C socket plug 0.000 nr 15.61 0.00

2/D single junction 0.000 nr 8.84 0.00

2/E bend; long radius to base of soil stacks [R12/44] 0.000 nr 12.43 0.00

2/F 4 nr 110 mm outlets/inlets 0.000 nr 136.53 0.00

2/G 217 mm x 217 mm grate 0.000 nr 36.17 0.00

Disposal; by machine [D20]

Excavating trenches; by machine; grading bottoms; earthwork support; filling with excavated material and compacting; disposal of surplus soil on site; spreading on site average 50 m [R12/19, P30/50]

Drainage field from septic tank; average depth of trench 0.50 m

Foul drains under floor slabs; average depth of trench 0.75 m

Surface water drains; average depth of trench 0.75 m

uPVC pipes and fittings; with ring seal joints [R12/14]

Accessories in uPVC; with ring seal joints to pipes (unless otherwise described) [R12]

Shallow inspection chamber; 450 mm diameter; 600 mm deep; sealed cover and frame

Bottle gulley; comprising gulley with bosses closed; sealed access covers

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Excavated materialon site; spreading; average 200m distance

2/H Foul drains; drainage field & septic tank 0.000 m3 4.93 0.00

2/I Foul drains below floor slabs 0.000 m3 4.93 0.00

2/J Surface water drains 0.000 m3 4.93 0.00

Filling to excavations; by machine [D20]Average thickness not exceeding 0.25 mArising from the excavations;

2/K Foul drains; drainage field & septic tank 0.000 m3 4.38 0.00

2/L Foul drains below floor slabs 0.000 m3 4.38 0.00

2/M Surface water drains 0.000 m3 4.38 0.00

2/N 1500 mm deep; Class 1 0.000 nr 1,232.36 0.00

Excavating; by machine [D20]Pits

3/A0.000 m3 12.10 0.00

3/B0.000 m3 12.10 0.00

Total 0.00

GRP septic tank; fixing lockable manhole cover and frame; placing in position [R12/77A]

3600 litre capacity; 1500 mm diameter; depth to invert

maximum depth not exceeding 4.00 m; to soakaway

maximum depth not exceeding 4.00 m; for septic tank

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0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

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0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

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Barn Conversion Template 2010 - 7 Preliminaries


Site Accommodation1/A Site buildings 0.000 N/A 0.00 0.00

1/B Plant 0.000 Item 0.00 0.00

1/C Craneage 0.000 Item 500.00 0.00

1/D Temporary Lighting 0.000 Item 150.00 0.00

1/E Small tools 0.000 Item 0.00 0.00

1/F Transport 0.000 Week 50.00 0.00

Scaffolding1/G

0.000 Week 87.41 0.00

1/H Erect and dismantle 0.000 Item 2,923.36 0.00

1/I Transport 0.000 Item 275.00 0.00

Sundry ItemsSite fencing

1/J Hire of Steel mesh panels 3.5 x 2m height 0.000 week 57.75 0.00

1/K Erect and dismantle 0.000 Item 169.28 0.00

1/L Transport 0.000 Item 150.00 0.00

1/M Protection of the works 0.000 0.00 0.00

1/N 250 microns; 0.25 mm thick 0.000 m2 1.22 0.00

Sawn softwood; "Tanalised"To fix wall sheeting at wallplate and base

1/O 25 mm x 38 mm 0.000 m 1.95 0.00

Contract Expenses1/P Standpipes/ Temporary water supply 0.000 Item 150.00 0.00

1/Q Temporary electrical supply and charges 0.000 Item 150.00 0.00

2/A0.000 Item 600.00 0.00

Fixed price allowance2/B

0.000 Item 2,100.00 0.00

Total 0.00

Main Contractor's Preliminary Items (approx. 5.3%)

Hire of Permanent Tied Scaffold; 87m length 4.5m height, 1.2m width

Exclusion measures specified under the terms of the European Protected Species License

"Visqueen" sheeting or other equal and approved; lapped joints; vertical to walls

Insurances - Contractor's all risks cover at 0.25% of contract works

Allow for 12 months inflation on material costs of £70,000 at 3%

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0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

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Barn Conversion Template 2010 - 8 Contingencies


1/A Contingency sum 0.000 Sum 0.00 0.00

Total 0.00

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0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00

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Barn Conversion Template 2010 - Summary

Bill Total Material Labour Plant Subcontract0 Demolition and Site Clearance 0.00 0.00 0.00 0.00 0.001 Substructure 0.00 0.00 0.00 0.00 0.002A Frame 0.00 0.00 0.00 0.00 0.002B Upper floors 0.00 0.00 0.00 0.00 0.002C Roof 0.00 0.00 0.00 0.00 0.002D Stairs 0.00 0.00 0.00 0.00 0.002E External walls 0.00 0.00 0.00 0.00 0.002F Windows and External doors 0.00 0.00 0.00 0.00 0.002G Internal walls and partitions 0.00 0.00 0.00 0.00 0.002H Internal doors 0.00 0.00 0.00 0.00 0.003A Wall finishes 0.00 0.00 0.00 0.00 0.003B Floor finishes 0.00 0.00 0.00 0.00 0.003C Ceiling finishes 0.00 0.00 0.00 0.00 0.004 Fittings 0.00 0.00 0.00 0.00 0.005A Sanitary appliances 0.00 0.00 0.00 0.00 0.005C Disposal installations 0.00 0.00 0.00 0.00 0.005D Water Installations 0.00 0.00 0.00 0.00 0.005E Heat source 0.00 0.00 0.00 0.00 0.005F Space heating and air treatment 0.00 0.00 0.00 0.00 0.005G Ventilating systems 0.00 0.00 0.00 0.00 0.005H Electrical installations 0.00 0.00 0.00 0.00 0.006A Site works 0.00 0.00 0.00 0.00 0.006B Drainage 0.00 0.00 0.00 0.00 0.007 Preliminaries 0.00 0.00 0.00 0.00 0.008 Contingencies 0.00 0.00 0.00 0.00 0.00

Total 0.00 0.00 0.00 0.00 0.00

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Lump Sum0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

0.00

barn conversion template 2010

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