Rdb Architectural Contact: Telephone: Rod Babb Consultant 013290085 e-Mail: [email protected] Building Estimating Services Quotation Sample Estimate (Small Rear Extension) Dated: 21 August 2012 This is an unpriced Sample Quotation/ Bill of Quantities prepared by Rdb Building Estimating Services for gaining tender quotations from either nominated or client preferred Building Contractors Click on the link above and go to our Estimating Package 1 for further details Mr @ Mrs Brown 21 Null Street Warbleton 01 - Sample Estimate (Small Rear Extension) 1 - Preliminaries Ref Description Quantity Units Rate Value Supervision and administration A Allowance for supervision of one day per week by office personnel. Refer to Rdb Project Managment Scheme for further details. W eek Insurances Building Employer`s Liability and Public Liability is allowed for in the calculation of the total hourly rate Increased costs Allowance for increased costs based upon the contract duration Transport and haulage B Running expenses (say 40 miles/day) 4 Week 3 Week 3 Week 6 Week Plant and small tools C Concrete mixer Scaffolding D Externally (say) 367.50 Cleaning E Cleaning during contract period F Cleaning up on completion Nr To Collection: 1/1 PDF created with pdfFactory trial version www.pdffactory.com 1,102.50 01 - Sample Estimate (Small Rear Extension) 2 - Foundations/ Drainage Ref Description Quantity Units Rate FOUNDATION EXCAVATIONS & CONCRETE EXCAVATION BY HAND Excavating trenches to receive foundations exceeding 0.30 m in width, maximum depth not exceeding: Excavating starting 1.00 m below ground level A 1.00 m 15 m3 12 m2 15 m3 6 m3 Excavating/lowering area to receive to receive concrete not exceeding 0.150 mm in depth B 150 mm DISPOSAL OF EXCAVATED MATERIAL Disposing of excavated material by depositing on site in temporary spoil heaps, average distance from excavation: Hand loading from spoil heaps or from side of excavations C 25 m FOUNDATION CONCRETE Foundations in trenches: PLAIN dense aggregate concrete grade C20/25, D exceeding 300 mm thick E 100 - 150 mm thick F 10 Km m3 15 m3 PLAIN dense aggregate concrete grade C20/25, FILLING Imported hardcore filling for oversite area G Filling to excavations, by hand, compacting with Whacker in 250 mm layers m3 OVERSITE CONCRETE Beds: PLAIN dense aggregate concrete grade C20/25, H 100 - 150 mm thick m3 To Collection: 2/1 PDF created with pdfFactory trial version www.pdffactory.com Value 01 - Sample Estimate (Small Rear Extension) 2 - Foundations/ Drainage Ref Description Quantity Units Rate NB Floor insulation fitted over concrete oversite refer to insulation section To Collection: 2/2 PDF created with pdfFactory trial version www.pdffactory.com Value 01 - Sample Estimate (Small Rear Extension) 2 - Foundations/ Drainage Ref Description Quantity Units Rate DRAINAGE PIPEWORK Pipes and fittings; PVC underground drainage 110 mm nominal size pipes laid in trench: A in runs exceeding 3.00 m long 6 m B Extra for: short radius bends 87.5 degrees 3 Nr 1 Nr 3 m3 Accessories, unplasticised PVC, jointing to drains C Two piece gully; universal gully trap with 110 mm inlet and 110 mm outlet and plain square hopper INSPECTION CHAMBERS, MANHOLES, SOAKAWAYS AND THE LIKE Excavating by hand Pits to receive inspection chambers, manholes, soakaways and the like maximum depth not exceeding: D 1.00 m PVC Inspection Chambers (UPO) Universal inspection chambers 450 mm diameter and placing in excavation: E 240 mm Base unit (4D1240B) 1 Nr F 235 mm Raising piece (4D1235R) 2 Nr G Grade C cast iron cover and frame (DIFC3) 1 Nr TESTING DRAINS Testing pipes with water: H 100 mm m To Collection: 2/3 PDF created with pdfFactory trial version www.pdffactory.com Value 01 - Sample Estimate (Small Rear Extension) Ref Description Quantity Collection for Foundations/ Drainage 2/1 2/2 2/3 To Summary: PDF created with pdfFactory trial version www.pdffactory.com Units Rate Value 01 - Sample Estimate (Small Rear Extension) 3 - Brickwork/Blockwork Below Ground Ref Description Quantity Units Rate BRICKWORK AND BLOCKWORK (Below Ground Level) BLOCKWORK Precast concrete blocks, BS 6073, natural aggregates, compressive strength 7 N/mm2, face size 440 x 215 mm; in gauged mortar (1:2:9) Skins of hollow walls: A solid blocks, thickness: 100 mm 10 m2 1 m2 BRICKWORK Common bricks, BS 3921, PC *G1001 per 1000 in cement mortar ( 1:3 ) Skins of hollow walls: B 102.5 mm To Collection: 3/1 PDF created with pdfFactory trial version www.pdffactory.com Value 01 - Sample Estimate (Small Rear Extension) 4 - Brickwork/1blockwork above ground Ref Description Quantity Units Rate Thermal blocks, face size 440 x 215 mm; in gauged mortar (1:2:9) EXTERNAL CAVITY WALLS FACE BRICKWORK (cavity outer skin) Walls and skins of hollow walls in: A 102.5 mm 25 m2 25 m2 25 m2 4 m 25 m2 3 m 10 m Bucket handle pointing as the work proceeds in: B stretcher bond BLOCKWORK (cavity inner skin) Skins of hollow walls: C 100 mm Fair return: D 150-300 mm wide SUNDRIES Cavity wall insulation, wedging in position between wall ties; fixing with insulation clips/discs Fibreglass Drytherm fibreglass batts: E 75 mm thick Expamet stainless steel wall starters; plugging to brickwork with plugs and screws provided; bending out tie arms at 225 mm centres and building in to joints of new walls F 110 - 115 mm Closing cavities with Thermabate PVCu cavity closers; fixing to backs of door/window frames with nails: Cavities G Cavity width: 85/100 mm To Collection: 4/1 PDF created with pdfFactory trial version www.pdffactory.com Value 01 - Sample Estimate (Small Rear Extension) 5 - Roof Ref Description Quantity Units Rate WOODWORK CARCASSING ITEMS Sawn softwood, Building quality, untreated NOTE: The prices in this section allow for untreated timber; the following allowances should be made to material prices for preservative treatment, special qualities and special sawings etc; preservative treatment + 15% stress grading - GS + 7% stress grading - SS + 25% gauging + 6% special sawing + 15% long lengths = 5.1 - 6.0 m + 8% 6.3 - 7.2 m + 15% 7.5 and over + 20% Pitched roofs including ceiling joists: A 50 x 100 mm Celing Joists B 50x125 mm Rafters 60 m 120 m To Collection: 5/1 PDF created with pdfFactory trial version www.pdffactory.com Value 01 - Sample Estimate (Small Rear Extension) 6 - Roof Tiling Ref Description Quantity Units Rate ROOFING TILE ROOFING AND CLADDING Marley concrete tiles; all perimeter tiles mechanically fixed; main body of tiles not fixed; 38 x 25 mm treated sawn softwood battens Roof covering to minimum pitches recommended by the manufacturer, laid to 100 mm lap: A 413 x 330 mm tiles: Modern granule or smooth finish 30 m2 16 m 30 m2 30 m2 30 m2 Extra for Marley Interlocking Dry Verge System; moulded PVCu units; fixing with annular ring shank nail to battens: B left hand or right hand verge to tiles laid with 75 mm lap: Modern with half tiles in alternate courses Extra for fixing each tile at eaves with one eaves clip and provide eaves filler C 413 x 330 mm tiles: Modern granule or smooth finish COUNTER-BATTENS AND UNDERFELTING Treated sawn softwood counter-battens Fixing with galvanised nails to softwood: D 38 x 25 mm: 600 mm centres Underfelting with 150 mm laps, secured with battens E Storex high performance slaters felt To Collection: 6/1 PDF created with pdfFactory trial version www.pdffactory.com Value 01 - Sample Estimate (Small Rear Extension) 7 - Internal Carcass Work Ref Description Quantity Units Rate WOODWORK CARCASSING ITEMS Sawn softwood, Building quality, untreated NOTE: The prices in this section allow for untreated timber; the following allowances should be made to material prices for preservative treatment, special qualities and special sawings etc; preservative treatment + 15% stress grading - GS + 7% stress grading - SS + 25% gauging + 6% special sawing + 15% long lengths = 5.1 - 6.0 m + 8% 6.3 - 7.2 m + 15% 7.5 and over + 20% Partitions: A 50 x 75 mm 40 m 10 m Solid strutting to joists: B 50 x 150 mm To Collection: 7/1 PDF created with pdfFactory trial version www.pdffactory.com Value 01 - Sample Estimate (Small Rear Extension) 8 - Internal Finishings Ref Description Quantity Units Rate FLOOR, WALL AND CEILING FINISHES DRY LININGS Gypsum plasterboard: tapered edges, fixed with galvanised nails to softwood; joints filled, taped and finished flush; holes filled with joint filler; surface finished with one coat Gyproc Drywall Sealer To stud walls: A 12.5 mm wallboard: over 300 mm wide B 12.5 mm wallboard: not exceeding 300 mm wide 50 m2 2 m2 To Collection: 8/1 PDF created with pdfFactory trial version www.pdffactory.com Value 01 - Sample Estimate (Small Rear Extension) 9 - Carpentry Second Fixing Ref Description Quantity Units Rate WOODWORK UNFRAMED SECOND FIXINGS Standard mouldings in Medium density fibreboard Skirting, torus moulded: A 18 x 125 mm B mitres on: 18 x 125 mm 25 m 6 Nr 3 Nr 4 Pair IRONMONGERY Fixing only ironmongery; to softwood and the like Locks, latches and furniture: C mortice latch Hinges: D medium steel butts Wrought softwood; non-standard mouldings Architrave, moulded: E 19 x 75 mm F mitres on: 19 x 75 mm 20 m 4 Nr 2 m2 Slatted shelving; over 300 mm wide: METALWORK G 19 x 38 mm slats at 75 mm centres COMPOSITE ITEMS Premdor 4 Panel doors, hollow core construction faced both sides with 4 panel embossed moulded hardboard, unlipped, factory primed, shrink wrapped 35 mm thick doors: H 762 x 1981 mm 2 Nr I 533 x 1981 mm 1 Nr Fixing only ironmongery; to softwood and the like To Collection: 9/1 PDF created with pdfFactory trial version www.pdffactory.com Value 01 - Sample Estimate (Small Rear Extension) 2B - Site Condition & Rules Ref Description Quantity Units Rate Its the contractors responsability to check on site access and allow accordingly in the Quotation These quantities are not subject for remeasurement. All work to be carried out strictly in accordance with the latest edition of the HSE health and safety regulations Leave site clean and tidy on a day to day basis. On completion remove and clear all rubbish from site To Collection: 2B/1 PDF created with pdfFactory trial version www.pdffactory.com Value 01 - Sample Estimate (Small Rear Extension) Summary Ref Description 1 Preliminaries 2 Foundations/ Drainage 3 Brickwork/Blockwork Below Ground 4 Brickwork/1blockwork above ground 5 Roof 6 Roof Tiling 7 Internal Carcass Work 8 Internal Finishings 9 Carpentry Second Fixing Quantity Total: Summary PDF created with pdfFactory trial version www.pdffactory.com Units Rate Value
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