Page 1 of 84 Barn Conversion Template 2010 - 0 Demolition and Site Clearance Page/ID Description Qty Unit Rate Demolishing parts of structures [C20] 1/A 100 mm thick to two storey barn 0.000 m2 13.45 1/B 100 mm thick to single storey barn 0.000 m2 13.45 1/C 0.000 m2 13.45 1/D 100 mm blockwork to single storey barn 0.000 m2 16.01 1/E 600 mm thick - between R2 & R3 0.000 m2 50.72 1/F 100 mm thick above R2 0.000 m2 21.73 1/G 0.000 m2 21.73 1/H 0.000 m2 22.10 1/I half brick thick - R2 0.000 m2 19.23 Removing softwood floor construction 1/J Joists & boards at first floor level 0.000 m2 7.95 1/K A-Frames (5 Nr) 0.000 m 4.60 1/L single door and frame or lining 0.000 nr 20.80 1/M pair of doors and frame or lining 0.000 nr 32.13 1/N casement window and frame 0.000 nr 30.26 1/O 0.000 m 15.59 1/P 0.000 m 9.57 Strip Roof coverings [H62/20A] 2/A slates; set aside for re-use 0.000 m2 7.84 2/B underfelt and nails 0.000 m2 0.94 2/C 0.000 m2 1.36 2/D 0.000 PC Sum 1,000.00 2/E to all retained roof timbers. 0.000 PC Sum 1,500.00 Breaking up concrete bed; All ground floors [C20] 100 mm thick to single storey Demolishing internal partitions; gauged Demolishing stone walls in lime mortar; clean off; set aside for re-use Demolishing reinforced concrete suspended slabs 100 mm thick - flat roof to single storey outbuilding Demolishing external brick walls; in gauged mortar one brick thick - to single storey Demolishing internal partitions; gauged Removing individual floor or roof 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 75 mm x 100 mm; Wall plates (allow for 50% new) 47 mm x 75 mm; gable ladders to existing Removing tiling battens; withdrawing Remove asbestos roofing sheets inc. disposal by licensed contractor (88m2) Timber preservative treatment by specialist installer [C52] Inc. insured protection guarantee, min.
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Page 1 of 78
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
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
To enlarge existing opening; D-05E 1600 x 2040mm
To enlarge existing opening; D-06E 1026 x 2090mm
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.
Page 26 of 78
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
Barn Conversion Template 2010 - 2F Windows and External doors
Page/ID Description Qty Unit Rate Total
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
Page 32 of 78
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
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
Page 36 of 78
Material Labour Plant Subcontract Lump Sum
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
Page 37 of 78
Barn Conversion Template 2010 - 2H Internal doors
Page/ID Description Qty Unit Rate Total
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
Page 38 of 78
Material Labour Plant Subcontract Lump Sum
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
Page 39 of 78
Barn Conversion Template 2010 - 3A Wall finishes
Page/ID Description Qty Unit Rate Total
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
Page 40 of 78
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
Page 41 of 78
Material Labour Plant Subcontract Lump Sum
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 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
Page 42 of 78
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
Page 43 of 78
Barn Conversion Template 2010 - 3B Floor finishes
Page/ID Description Qty Unit Rate Total
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
Page 44 of 78
Material Labour Plant Subcontract Lump Sum
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
Page 45 of 78
Barn Conversion Template 2010 - 3C Ceiling finishes
Page/ID Description Qty Unit Rate Total
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
Barn Conversion Template 2010 - 5H Electrical installations
Page/ID Description Qty Unit Rate Total
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
Page 62 of 78
Material Labour Plant Subcontract Lump Sum
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 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
Page 63 of 78
Barn Conversion Template 2010 - 6A Site works
Page/ID Description Qty Unit Rate Total
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
Disposal; load lorry by machineExcavated material
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
Page 64 of 78
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
Disposal; load lorry by machineExcavated material
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
Disposal; load lorry by machineExcavated material
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
maximum depth 1.00 m; for foundations to new lean-to extension
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
maximum depth 1.00 m; for foundations to new lean-to extension
Page 65 of 78
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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Material Labour Plant Subcontract Lump Sum
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 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
Page 69 of 78
Barn Conversion Template 2010 - 6B Drainage
Page/ID Description Qty Unit Rate Total
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 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