I 2t> Digitized by the Internet Archive in 2016 with funding from Getty Research Institute https://archive.org/details/crosbysbuildersnOOphil I * Fifth Edition, Corrected to July, 1805 . CROSB iStullier’s jPrtce'boofe, for 1805 , C ONTJINl NG A CORRECT ACCOUNT OF ALL THE PRICES, ALLOWED BY THE MOST EMINENT SURVEYORS* BRICKLAYERS, CARPENTERS, JOINERS, SLATERS, PLUMBERS, MASONS, TO PLASTERERS, PAINTERS, GLAZIERS, SMITHS, CARVERS, PAVIERS & THATCHERS. Shewing the average Prices for 20 Years past, i th the Rise and Value oflVfaterials and Labour when the Duties were first laid on in 179L to 1804 inclusive j together with 4s, per 1000 laid on Bricks, and only ten-pence of it by Parliament, in March, 1805 j " >*3 Also Tables, ready cast up, of Prices and Measurements of Timber Brickwork, Plastering, Plumbing, Paving, Tiling, Slating, and ' Thatching ; also the Prices of T ask-work, or Labour only ; TO WHICH ARE ADDED, THE VALUE, AND METHOD OF CONSTRUCTING AND MEASURING Dtientf of all Description#, AND ^5 PR0PERTIES * USES > and prices, of nine DIFFERENT KINDS OF LIME FOR BUILDING } ALSO, DIRECTIONS TO MAKE Cements for Furnaces and Water- works A COPIOUS ABSTRACT OF THE BUILDING ACT, • AND AN ABSTRACT OF THE PAVING ACT: WITH THE NAMES AND RESIDENCES OF THE DISTRICT SURVEYORS , ALSO THE LAST DUTIES ON WINDOWS. ’ By JOHN PHILLIPS, Surv F.YOR, a R d Bu '‘ - erS K A “*° r of lhe HistOT r of Inland Navigation, erty surveyor of Canals in Russia, in the Reign of tile late Empress Catharine 11 LONDON: PRINTED FOR B. CROSBY & CO, STATIONERS’-COVRT Sy J, D, Dewick, Aldersgate-street, . * 1805. V • Abstract OF THE PAVING ACT. J 1 th george hi. 3d June, 1793. That no person or persons shall, without licence or authority from the commissioners, alter or cause to be altered the form of the pave- ment, or any part thereof, of any of the said streets, lanes, squares, yards, courts, alleys, passages, or places, which, under and by virtue of the said recited act and this present act, are or shall be under the manage- ment of the said commissioners, or in any way incroach thereupon, or break up the pavement of the foot or carriage ways of any of the said streets, lanes, squares, yards, courts, alleys, passages, or places, without leave of the said commissioners, except for the purpose of taking up, laying down, or repairing any water pipe or water pipes under the same, upon pain that every person so offending shall for every such offence forfeit and pay the sum of five pounds, over and above the expence of relaying and reinstating the same, according to the orders and directions of the commissioners in that behalf (and which orders and directions they are hereby fully authorised to give), the said penalty, forfeiture, and expences to be recovered by action of debt, bill, plaint, or information, in any of his majesty’s courts of Record at W estminster, or within the city of London, in the name of the principal clerk to the commissioners for the time being, to be commenced within six calendar months next after the commission of such offence \ in which action or suit no protection, privilege, essoin, ©r wager of law, nor more than one imparlance shall be allowed. That a book of this kind had been much wanted, previous to the appearance of the first^ Edition, is uni- versally acknowledged by all concerned in the Build- ing line : the multiplicity of the different articles used in building, even to the most experienced in the trade, are so numerous, and the prices are so various and complicated, that it will be as useful and necessary to remind and refer to, by the most skilful in the different branches belonging to the Building busi- ness, as to assist those, whose laborious and suc- cessful employment in life, has crowned their dili- gence in their different avocations, and not per- mitted them time, or perhaps means, for obtaining earlier information. To the Gentleman and Employer it will be equally useful as to the Tradesman, as by a careful perusal he may easily perceive that he is not overcharged or imposed on, and it may be tire means of preventing many disputes, and perhaps unnecessary law-suits ; for, by proper attention, to the tables in particular, he may readily calculate all the expence in common buildings, without the assistance of a surveyor, before the work is begun, which, without the assistance of this publication, on account of the great rise of all kinds of materials and labour within a few years, and the numerous articles in the building branch, he would find it impossible to form a competent judg- ment of. I am well aware that something of this kind has been published (at least with a similar title) for some years past, but so deficient in every kind of informa- tion on the subject, as to render it totally useless. PREFACE. iv Having with the rest of the trade waited with anxiety a long time, in hopes some more able person would have undertaken to deliver us from this imposition ; but not finding any one so to do, I, at the particular instance of my friends, stept forward and complied with their request (on a different plan from that alluded to) to prevent their being ronger misled or imposed on ; and the late decision of the Honourable Court of Chancery in behalf of this publication, together with the rapid sale of the" four former editions, at once admits its utility and superiority in point of general information, and proves beyond a doubt that my labour is not in vain. Imperfectly as I may have represented several of the subjects presented for con- sideration, those which are to follow will be treated on perhaps more accurately. Imperfection, indeed, seldom fails to accompany a first publication, but whatever errors have escaped, I flatter myself are of trifling importance. The utility of such a work as this must be obvious, if conducted with care, ability, and attention, and with that knowledge of the various branches of building, which nothing but practical experience can possess, and which will at once stamp its value and reputation. ,T. PHILLIPS. AN ESTIMATE Tor building and finishing, finding all materials and labour y a house of the common third rate or class of building • Third rate house, consisting of two kitchens, in cellar story 3 two parlours, ground floor 3 dining room and bed room, first floor ; two- bed rooms, second floor ; and two garrets in a kirb roof, and, in every respect, conformable to the act of parliament relating to buildings. Digging foundation and throwing out cellars to do. ll. 8s. BRICKLAYER'S WORK. The front from the ground floor with best second malm stocks, pointed and with guaged arches 3 the cellar front story, and the whole back front, with common hard stocks and rough arches 3 as also the gable end and stack of chimneys above the tiling, which are to be plain tiled on double fir laths, the whole of do. 1401 . CARPENTER AND JOINER’S WORK. All the joists 3 by 6, plates and rafters 3 by 4 , bond lintel and wood bricks 3 by 2^, partitions 3 by 4 , whole deal gutters and bearers 5 yellow whole deal straight joint floors, to ground and first floor 3 inch white folding two pair, and garrets, and front kitchen, on oak ground joists 3 inch and half ovolo, or OG 3 four-pannel doors to ground, and first floor 3 whole deal square two-pannel doors, to two pair and garrets ; inch ledged doors to kitchens 3 r i\ six-pannel bead and butt front door 3 whole deal closet fronts, and square two- pannel door to one closet in each room, except back kitchen and back garret ; square dwarf wainscot to passage, front parlour, and dining room 3 neat chimney cap and* mouldings to each room but do. and there a shelf and brackets* 3 deal cased sash frames, oak cills, \\ ovolo deal sashes hung double, complete 5 common stairs, step riser, and carriage 3 deal moulded handrail, and square balusters 3 six-inch straight skirting outside and inside shutters, 4 pannel of whole deal ovolo mouldings to ground floor and one pair 3 inside do. to kitchens, and two pair of inch deal and square pannels, with proper stiles, boxings, jambs, and linings and any other article in the same plain way that may be omitted, the whole of do. for the sum of 198k PLASTERER’S WORK. The walls all to be plastered with lime and hair, set over with fine stuff and whited 5 the rest to be lathed, plastered, set, and whited $ a small plaster cornice in passage, front parlour, and dining-room, the chimneys rendered and blacked, the whole for 381 . 10 s. PAINTER’S WORK. The whole of the outside and inside to be painted in stone colour* three times in oil ; the doors, moulded handrail, and skirtings choco- late, the whole of the work for JL 10 s. PLUMBER’S WORK. The back, front, and front gutter of lead, not less than 71bs. to the foot, the whole for 9 I. GLAZIER’S WORK. The whole to be of second best crown glass, well sprigged and puttied, the whole for 15l. MASON’S WORK. Portland stone, string under first floor, windows the whole length of the front, stone cills to all the front windows and the front coping ; Portland steps to front door ; Portland chimney slab, mantle, and jambs to kitchens, back parlour, back one pair, and both two pair rooms and garrets 5 marble slab, mantle, and jambs, to front parlour and dining room, the whole for 22 i. IRONMONGERY. All proper locks, J doUs, hinges, and fastenings, 61. 12 s. L. S . Digging Foundation. . 1 ® O Bricklayer’s Work 140 0 O Carpenter and Joiner’s do 2 . . . 19® 0 ^ Plasterer’s do 38 10 0 Painter’s do.. . 7 10 O Plumber’s do. 9 O O Glazier’s do.,.. 15 0 O Mason’s dp,, 22 O O Ironmongery . 6 12 O A* 43 8 O O N. B, By an act psssed in March, 1 S 05 , new duties are laid on bricks, tiles, 'Sion*, and slates, which will augment the s-spence of the above house 3oU ALPHABETICAL LIST OF THE SURVEYORS, (Appointed by Act of Parliament) WITH THEIR DIFFERENT DISTRICTS AND RESIDENCES* Mr. Beazley, Whitehall { St. James, Clerkenwell, St. Mr. Clay, Maiden-Lane, vent-Garden - - - /*St. Co-J St. . - ) St. 1st. Mr. Deli Doctors John, Clerkenwell. St. Clements Danes, Martins-le-Grand, Mary-le-S trand , Paul, Covent-Garden. Mr. Cockerell, Old Burlington-st. - St. George, Hanover-square* Mr. Craig, Scotland Y aid - - { §£ £y, Newington. ' Mr. Croshaw, Tufton-st. Westm. - St. Mary, Whitechapel. Mr. Crunden, Hereford-street, f ^}' p^ncras * F “ iMdbgZ: Ward of Bread-street, Do. of Bridge, Do. of Candlewick, Do. of Castle Baynard, ight, Bennett’s Hill,]^ 0 ’ ^ Cordwainers, n 1 Do. of Dowgate, :s Commons - - - - Do . of Farringd™, with!*-, Do. of Queenhythe, Do. of Vintry, Do. of Walbrook, l Bridewell Precinct. Mr. Drake, Margaret-street,/St. Martins in the Fields, Westminster - - - - - iSt. Ann, Soho. Mr. Edwards, Duncan Place, f St. Mary, Islington. City Road - - - - - \ St. Sepulchre’s without. C Christ Church, Spitalfields, Mr, Goff, Well-close-square - / Mile End, New Town, LSt. Paul, Shadwell. Mr. Golden, Red-lion-street, f ^ Andrew, Hojborn, above the Bar, Holborn 1 ?V, €eor ? f e \ *e Martyr, Queen-square, '-Liberty of the Rolls. f Ward of Langborn, Mr. Gibson, Grove - street, J Do. of Lime-street, Hackney ------ -j Do. of Tower, j Do. of Aldgate, [ Do. of Portsoken. Mr. Hele, Charlotte - streetM St. George* Bloomsbury, Rathbone Place - - - * 1 St, Giles in the Field?. * ' St. Ann, Limehousc* — , Blackwall, Mr. Jnpp, Hatton-garden, his St. Catharine’s Precinct, agent, Mr. Croft, Narrow- \ St. John, Wrapping, street, Limehouse - - - Mile End, Old Town, I , Poplar, l Hamlet of Ratcliffe. f Bethnal Green, Mr. Lereux, Stoke Newington^ St. John, Hackney, l St. Mary, Bow by Stratford. Mr. Mason, Langley-place,NeW f Stv^eorge in the East, Commercial Road - - - \ St. Botolph, Aldgate, without f Ely Rents, I Hatton Garden Liberty, Mr. Middleton, Essex -street, I Precinct of the Savoy, Strand - St. Mary-le-Strand, within the Duchy of Lancaster, Saffron Hill, Liberty, r Christ’s Church, Southwark, j St. George, do. Mr- Meymott, St. George’s | St. John, do. Fields, Stone’s End, Borough i St. Olave, do. | St. Saviour, do. [ St. Thomas, do. Mr. Pilkington, Whitehall - { ^ WestminSter ' Mr. Plumridge, Sloane-street/ ^ L " ke ’ 0 | d " s [ re T e -u , ° Glasshouse x ard Liberty. pSt. Mary, Bermondsey, Southwark, Mr. Robinson, Wellclose-sqr.J St. Mary, Rotherhythe, (^Royalty of the Tower. Mr. Rogers, New Road, Mary-bone - St. Mary-1 e-bone. f Ward of Aldersgate, within, I Do. of Aldersgate, without, Mr. Scott, 16 , Fumival’s Inn, ] °J { parTingdon, without, St. Bartholomew the Great . St. Bartholomew the Less. Mr. Ward, Air-street, Piccadilly - St. James, Westminster. Mr. Warton, Broad - street, j St. Leonard, Shoreditch, Ratcliff ------ 1 Liberty of Norton-Falgate.' f Ward of Bassishaw, 1 Do. of Billingsgate, f Do. of Bishop.sgate, .within. Do. of Bishopsgate, without, Mr.Wright/78,Hatton-garden, "j Do. of Broad-street, Do. of Coleman-street, Do. of Cornhill, Do. of Cripplegate, within. Do. of Cripplegate, without. abstract OF THE BUILDING ACT. 14th GEORGE III. C. 78. By this Act, which reduces into one all antecedent Acts, every building within the cities of London and Westminster, the weekly bills of mortality, the parishes of St, Mary-le-Bonne, Paddington, St. Pancras, and St. Luke’s, Chelsea, are divided into the following seven rates or classes, viz. FIRST-RATE BUXLDINGj That every church, chapel, meeting-house, or other places of Worship, buildings for distilling or brewing of liquors for sale, making of soap, melting of tallow, dyeing, boiling, or distilling turpentine, casting brass or iron, refining sugar, making glass for chemical works for sale, of any dimensions, and every warehouse or other building what- ever, not being a dwelling-house, now built, or hereafter to be built* (except the 5th, 6th, or 7th rate, or class of building) which shall ex* ceed three clear stories above ground, exclusive of the rooms (if any) in the roof thereof, or which is, or shall be, of the height of thirty- one feet from the surface of the pavement, ground, or way, above the area before either 4 of the fronts thereof, to the top of the blocking course or coping on the parapet thereof $ and every dwelling-house hereafter to be built, which, with the offices thereunto belonging or connected, otherwise than by a fence or fence-wall, or covered pas- sage, open on one or both sides when finished, does or shall exceed the value of 850/. and also every dwelling-house which shall exceed nine squares of building on the ground floor, each square containing one hundred superficial feet, including internal and external walls. t & ABSTRACT OF THE BUILDING ACT. shall be deemed the first-rate or class of building, and must be built as follows, viz. Thickness of external Walls.— E very front, side, end, or other external wall (not being a party wall) hereafter to be built to any first-rate building, or addition thereto, or enlargement thereof, shall be built and remain at the foundation thereof, two bricks and a half, or one foot nine inches and a half in length, and shall from thence regularly and gradually diminish -on each side of the wall two inches and a quarter to the top of the footing of such wall, which shall not be less than nine inches high, and wholly below the upper surface of the pavement, and flooring boards of the cellar story two inches at the least ; and every such wall shall from the top of such footing be of the thickness of two bricks in length, or one foot five inches and a half at the least up to the under side of the one-pair of stairs floor, and from thence to the thickness of one brick and a half in length, or thirteen inches up to the under side of the plate under the roof or gutter, and from thence of the thickness of one brick in length, or eight inches and a half up to the under side of the blocking course or coping on the parapet, except such parts of every such wall as shall be wholly of stone, which parts, being of stone, shall be of the thickness of fourteen inches at the least below the ground floor, and of nine inches at the least above the ground floor, and except all recesses above the ground floor in the said wall, which shall be arched over in every story, so nevertheless as that the end and the back of such recess shall be respectively of the thick- ness of one brick in length, or eight inches and a half at the least. Thickness of Party-Walls. — T hat every party-wall hereafter to be built to any first-rate building, or any addition or enlargement thereof, shall be at the foundation three bricks and a half in length, or two feet six inches in thickness, from thence regularly and gra- dually diminishing on each side of the wall four inches and a half to the top of the footing, such footing to be at least one foot high, and wholly below the upper surface of the pavement and flooring-boards of the cellar story two inches at least $ and every such party-wall shall from the top of such footing be of the thickness of two bricks and a half in length, or one foot nine inches and a half at the least up to the under side of the ground-floor, and from thence of the thickness of two bricks in length, or one foot five inches and a half at least, up to the under* side of the floor of the rooms (if any) in the roof of the highest ouilding adjoining to such party-wall, and from thence of the thickness of one brick and a half in length, or thirteen inches at the least, to the full height of eighteen inches in every part above the square of the rafter of the highest building adjoining thereto, and one foot abo/e the gutter# 1 ABSTRACT OP THE BUILDING ACT, XI SECOND-RATE BUILDING. That every warehouse, stable, and other building, not being a dwelling-house, except the 1st, 5th, 6 th, and 7 th rate or class of building, hereafter to be built, which shall exceed two stories, and not containing more than three clear stories above ground, exclusive of rooms (if any) in the roof thereof, or of the height of twenty-two feet, and shall not be of the height of thirty-one feet from the surface of the pavement or ground above the area, before either of the fronts thereof, to the top of the blocking course or coping on the parapet, and every dwelling-house hereafter to be built, with the offices thereunto adjoining or connected, otherwise than by a fence or fence- wall, or covered passage open on one or both sides, which, when finished, shall exceed the value of 3501 and shall not amount to more than 850/- and every dwelling-house which shall exceed five squares of building on the ground-plan, and shall not amount to more than nine squares of building on the ground-plan thereof, in- cluding internal and external walls, shall be deemed a second-rate or class of building, and must be built as follows, viz. Thickness of external Walls — Shall be built and remain two bricks in length, or one foot five inches and a half at the foundation in thickness, and from thence regularly and gradually diminishing on each side of the wall two inches and a quarter to the top of the foot- ing, which shall not be less than nine inches high, and wholly below the upper surface of the pavement and flooring boards of the cellar story two inches at the least ; and every such wall shall from the top of such footing be of the thickness of one brick and a half in length, or thirteen inches at the least, up to the under side of the one-pair of stairs floor, and from thence to the thickness of one brick in length* or eight inches and a half at the least, up to the under side of the blocking course or coping on the parapet, except such parts of every such wall being above the ground-floor as shall be wholly of stone, which parts, so being of stone, shall be of the thickness of nine inches at the least, and except all recesses above the ground-floor in the said walls, which shall be arched over so as the arch and the back of each such recess shall respectively be of the thickness of one brick in length, or eight inches and a half at the least. Thickness of Party-Walls. — That every party -wall hereafter to be built to any second-rate building, addition, or enlargement thereof, shall be three bricks and a half in length, or two feet six inches and a half in thickness at the foundation, and from thence gra- dually diminishing on each side to the top of the footing of such waif, which footing shall be nine inches high at the least, and wholly below the upper surface of the pavement and flooring-boards of the cellar story two inches at the least, and every such party-wall shall from Xli ABSTRACT OF THE BUILDING ACT. the top of such footing be of the thickness of two bricks and a half in length, or one foot nine inches and a half at least, up to the under side of the ground-floor, and from thence of the thickness of two bricks in length, or one foot five inches and a half at the least, up to the under side of the floor of the two-pair of stairs story, and from thence of the thickness of one brick and a half in length, or thirteen inches up to the full height of eighteen inches above the square of the rafter of the highest building adjoining thereto, and one foot above the gutter. THIRD-RATE BUILDING. Every warehouse, stable, and other building, not being a dwelling* house, except the 1st, 5th, 6th, and Jth rates of building, hereafter to be built, which does or shall exceed one clear story, and shall not contain more than two clear stories above ground, exclusive of the rooms (if any) in the roof thereof, or which is, or shall be, of the height of more than thirteen feet, and shall not be of the height of twenty-two feet from the surface of the pavement, ground, or way, above the area before either of the fronts thereof, to the top of the blocking course or coping on the parapet thereof, and every dwell- ing-house hereafter to be built, with the offices thereto belonging, adjoining, or connected, otherwise than by a fence or fence-wall, or covered passage open on one or both sides when finished, does or shall exceed the value of 150/. and not exceed 300/. and every dwelling-house which shall exceed three squares and a half of building on the ground-plan, and shall not amount to more than five squares of building on the ground plan thereof, including internal and exter- nal walls, shall be deemed the third-rate or class of building, and must be built as follows, viz. Thickness of external Walls.— That every front, side, end, or other external wall not being a party-wall, hereafter to be built to any third-rate building, shall be two bricks in length, or one foot five inches and a half at the foundation, and from thence gradually and regularly diminishing on each side of the wall two inches and a quar- ter to the top of the footing, which shall be not less than six inches, and wholly below the upper surface of the pavement and flooring- boards of the cellar two inches at the least, and every such wall shall from the top of such footing be of the thickness of one brick and a half in length, or thirteen inches at the least, up to the under side of the ground floor, and from thence of the thickness of one brick in length, or eight inches and a half at the least, up to the under side of the blocking course or coping on the parapet. Thickness of Party-Walls. — That every party-wall hereafter to be built to any third-rate building, or any addition thereto, shall be built and remain at the foundation three Wicks in length* oi xm ABSTRACT OF THE BUILDING ACT. feet two inches at least, and from thence regularly and gradually diminishing on each side of the wall four inches and a half at the top of the footing, which shall be nine inches high at the least, and wholly below the upper surface of the pavement and flooring boards of the cellar story, two inches at least in thickness 3 and every such party-wall, shall from the top of such footing be of the thickness of two* bricks in length, or one foot five inches and a half at the least, up to the under side of the ground floor, and from thence of the thickness of one brick and a half in length, or thirteen inches at the least up to the full height of eighteen inches above the square of the rafter of the highest building adjoining thereto, and one foot above the gutter. FOURTH-RATE BUILDING. That every warehouse, stable, and other building (not being a dwelling-house) except the 1st, 5th, 6th, and 7th rates of building, hereafter to be built, which shall not exceed one clear story above ground, exclusive of the rooms (if any) in the roof, or which shall not be of the height of more than thirteen feet, from the surface of the pavement or ground above the area, before either of the fronts thereof, to the top of the blocking course, or coping, on the parapet thereof. And every dwelling-house, hereafter to be built, with the offices thereto belonging, adjoining, or connected otherwise than by a fence, or fence-wall, or covered passage open on one or both sides, when finished, does not, or shall not exceed the value of 150/. and also every dwelling-house, that shall not exceed three squares and a half of building on the ground plan thereof, including internal and external walls, shall be deemed a fourth-rate or class of building, and must be built as follows, viz. Thickness of external Walls. — Two bricks in length, or one foot five inches and a half at the least in thickness, and from thence jregularly and gradually diminishing on each side of the wall two inches and one quarter to the top of the footing, such footing to be six inches high at the least, and wholly below the upper surface of the pavement and flooring boards of the cellar story two inches at least 3 and every such wall shall, from the top of such footing, be of the thickness of one brick and a half in length, or thirteen inches at the least in thickness up to the under side of the ground floor, and from thence of the thickness of one brick in length, or eight inches and a half at the least, up to the under side of the blocking course or . coping on the parapet. And it is farther enacted, that every house or building of the four first rates of building, hereafter to be built, not having each of them a separate and distinct side-wall, on the part or parts where they are or shall be contiguous, shall have party-walls between house and house, or other building, or between so much of xlv ABSTRACT OP THE BUILDING ACT, such house and house, or other building, as shall not respectively have such separate and distinct party-walls, and shall extend to the outer surface of the external enclosures of each of the adjoining houses or buildings. Thickness of Party-Walls. — That every party-wall, hereafter to be built to any fourth-rate building, or any addition thereto, shall be built and remain at the foundation two bricks in length, or one foot five inches and a half at the least, or one foot five inches and a half in thickness, and regularly and gradually diminishing on each side the wall two inches and a quarter, to the top of the footing, which shall be nine inches high at the least, and wholly below the upper surface of the pavement and flooring boards of the cellar story two inches at the least; and every such party- wall shall, from the top of such footing, be of the thickness of one brick and a half in length, or thirteen inches at the least up to the under side of the ground floor, and from thence of the thickness of one brick in length, or eight inches and a half at the least up to the full height of eighteen inches above the square of the rafter of the highest building adjoining thereto, and one foot above the gutter. Party- walls are to be between house and house, and other buildings of the four first rates or classes of building, except in such parts where each have independent walls. All party-walls above four stories high must be built as of the first rate ; and party-walls to fourth-rate houses, four stories high from the foundation to the roof, must be built as of the third-rate. In valuing buildings of the first, second, third, and fourth rates, notwithstanding decay, they shall be estimated as if the materials were sound, at the same rate that the like materials and workmanship would be worth, at tbe time of such valuation ; but the squares shall be taken at the level of the entrance. FIFTH-RATE BUILDING. That every building, except the first and seventh rate or class of building, which is or shall be at the distance of four, and within eight feet from any public road, street, or causeway, and is or shall be de- tached from any other building, not in the same possession, full six- teen feet, and not thirty feet, or connected with any other building only by a fence or fence-wall, shall be deemed of the fifth-rate and class of building, and may be built of any dimensions whatsoever. SIXTH-RATE BUILDING. That every building, except such buildings as are hereby particu- larly declared to be of the first-rate or class of building, which is or shall be at the distance of eight feet from any public road, street, or causeway, and is and shall be detached from any other building, not in the same possession therewith, at least thirty feet, or connected 4 ABSTRACT OF THE BUILDING ACT. XV with any other building; only by a fence or fence-wall, shall be deem- ed of the sixth rate or class of building, and may be built of any dimensions or materials whatsoever. SEVENTH-RATE BUILDING. That every crane-liouse, now built, or hereafter to be built, upon any wharf or quay ; and every shamble, wind-mill, or water-mill 5 and every building within London and Westminster, and the liberties thereof ; and for workshops and drying-places for tanners, fell- mongers, glue-makers, calico-printers, whisters, whiting-makers, curriers, leather-dressers, buckram-stiffeners, oil-cloth painters, wool- staplers, throwsters, parchment-makers, and paper-makers, so long, and at such time as they are and may be used for some one of those purposes, and no longer, shall be deemed the seventh-rate or class of building, and may be built of any dimensions, and with any materials whatsoever ; but no external part of any seventh-rate building shall, after the 24th of June, 1 77 ^> be covered with pitch, tar, or any kind of inflammable composition or materials whatsoever. All crane-houses, or additions to, or enlargements thereof, shall be of stone, brick, slate, tile, oak, elm, fir, steel, iron, or brass. N: B. Notwithstanding it is said that the sixth and seventh rates of building may be built of any dimensions and materials whatever, yet the act expressly says, in folio 1727 and 1728, that all chimneys and flues shall be built with brick or stone, or brick and stone toge- ther ; and that every breast and back of every chimney, and every breast, back, and with, or partition of any flue, hereafter to be built, shall be rendered or pargetted within and without, except the outside thereof, which shall be next to vacant ground, in which case the back of every chimney and flue next such vacant ground shall be lime- whited, or in some durable manner shall be marked and distinguished, except in the fore-front, back- front, or side-front, of any building, not likely to be hereafter built against ; and every back of every such chimney and flue so being against such vacant ground, shall be render- ed or pargetted as soon as any building shall be erected to such wall. N. B. Builders should observe that if they build a fifth, sixth, or seventh-rate building, with a wall on one or both sides, with an in- tention that the said wall, or walls, should hereafter become a party- wall, or party-walls, they should build the said wall, or walls, of the thickness agreeable to the rate their building will be of when another building is built against it 5 as the Act of Parliament expressly says, that no external wall shall become a party-wall, except the said wall shall be of a proper thickness ; and that party- walls, hereafter to be built, and every addition that shall be made thereto, or to any party- wall which is already built or begun, shall be built agreeable to the directions herein contained concerning the party- walls of the behest XVt ABSTRACT OF THE BUILDING ACT* rate or class of building to which such party-wall shall adjoin, when •ueh additions are completed. And it is also further enacted, that before any building or wall on new or old foundations, or on foundations partly new and partly old (within the limits of the building act), shall be began, the master workman, or other person causing such wall or building to be built, shall give twenty-four hours notice thereof, in writing, to the sur- veyor in whose district the same shall be situate, which surveyor shall view the said building or wall, and see that the rules and regulations in the said Act are well and truly observed ; and such surveyor, for his trouble therein, shall be paid by such master workman, or other person causing such wall or building to be built, such a sum of money, as a satisfaction for his trouble therein, as any two of His Majesty’s justices of the peace for the city, county, or liberty, in which such building or wall is situate, shall, by any writing under their hands, order or appoint, not exceeding L s. d . For every first-rate building 3 10 O And for every alteration, or addition, to be made thereto 115 O For every second-rate . . 3 3 O And for every alteration, or addition, to be made thereto 1 10 O For every third-rate 2 JO O And for every alteration, or addition, to be made thereto 1 5 Q For every fourth -rate 2 2 O And for every alteration, or addition, to be made thereto 110 For every fifth-rate 1 10 O And for every alteration, or addition, to be made thereto 0 15 O For every sixth-rate 1 1 O And for every alteration, or addition, to be made thereto O 10 6 For every seventh-rate O 10 6 And for every alteration, or addition, to be made thereto 0 5 0 CHIMN-IES. BRICK. Chimney-backs in i Cellar-story .... .. . . If f To twelve inches party-walls. / All other stories 1 (.above the mantle. Chimney-backs, not *> First-rate cellar story If fTo twelve inches in party -walls. J All others 1 \ above the mantle. w . , . . T First-rate cellar story 2 f Clummes back to ! g econdj third> and j To twelve inches ,, m P art y- j Fourth-rate ditto .. 1^1 above the mantle. walls * J All others 1 l Chimney-backs built 1 Cellar- story 1 f To twelve inches against a wall. / All others ......... \\ above the mantle. Partitions or withs,^| f between Flues, to T , , , j be of brick or L In ever y stol T’ and to l brick thick. stone, and if of \ ver ^ t0 P * | brick, J [ ABSTRACT OF THE BUILDING ACT* XVII CHIMNIES. BRICK. Chimney -breasts to 1 Cellar story. 1 \ all cliimnies. J All others not less \ S Penalties. — No building, or any addition or alteration to any building, or cutting into any party-wall, either old or new, shall be began without giving twenty-four hours notice to the surveyor in whose district the same is situated, under the penalty of three times the sum the said surveyor would be entitled to receive for his trouble in viewing the same, and twenty pounds penalty to any person who shall sue for the same. A penalty of ten pounds on persons neglecting to cause their build- ings, additions, or alterations, or cutting into a party-wall, to be certi- fied by the surveyor, and oath filed with the clerk of the peace for the county, &c. in which such building is situate ; and a further penalty of ten pounds per month, until such building, &c. is certified. Penalty of fifty shillings on workmea offending against the said Act. - Every building, addition, or alteration, or cutting into any party- wall, contrary to the rules and regulations contained in the said Act, shall be deemed a public nuisance, and must be immediately altered, or the person or persons so offending shall be committed' to the com- mon goal, there to remain, without bail or mainprize, till the nui- sance is removed. Detached offices, or such as are connected therewith only by a fence-wall, open on both sides, shall be deemed to be of the rate of building such office would have been, if not belonging to a dwelling- house. Materials , of the division in the first, second, third, and fourth- 1 rates, shall be of brick or stone, or artificial stone, or stucco, or all these together, except the necessary timber, wood, lead, or iron-* work. Party-walls, not being of a sufficient thickness, shall be taken down when one of the houses is rebuilt. External walls shall not become party-walls, unless of sufficient thickness, nor shall the latter be maimed or cut into, except in parti- cular instances. In cases of intermixed property, the owners may ba compelled to join in building party-walls, and a jury shall- determine the expences to be paid by each owner of the adjoining houses ; and within fourteen days after judgment, and payment or tender of the money awarded, the owner of the intermixed house may pull it down* and enter the adjoining building, in the presence of a peace-officer, and may remove 'goods and furniture ; and persons hindering the workman, or damaging the work, shall forfeit ten pounds. Builders shall be repaid a part of the expence of rebuilding party* walls, according to the verdict. c XVlii ABSTRACT OF THE BUILDING ACT. Old party-walls and party-arches, when decayed, may be rebuilt, the proprietors of the same giving three months notice. Owners of houses of the first, second, and third class, shall give three months notice, in writing, before pulling down old party - walls ; and owners of houses, having partitions of wood, may give also three months notice to owners of adjoining premises to pull down the same, and may afterwards pull down the said partitions, and re- move furniture, &c. as before directed. 1 \ f Persons, building party-walls or party-arches, if the adjoining building be of the same, or an higher class of building, shall pay one moiety of the expence of building a party-wall, or arch, of the thick- ness required for such class of building, and of the height and breadth of so much of the party-wall, or arch, as the occupier shall make use of.; and, until payment of the expences, the property of the party- walls shall be vested in the first builder. The expences of building such party-walls, or arches, to be esti- mated after the rate of Jl. 15s. by the rod of 272 feet, for the new brick-work, deducting therefrom after the rate of 28s. by the rod for the materials (if any) of so much of the old wall, or arch, as be- longed to the adjoining ground, and tivopence per cubic foot for materials of so much of the old timber partitions as may have belong- ed to the adjoining ground, or building. N. B. Materials and labour having greatly advanced since 1774> when the act was made and passed, it is usual to allow an extra price, according to the work, by surveyors j and an extra price for the old brickwork. , An account to be left with the owner of the adjoining building of what he is liable to pay, within ten days after the party-wall is finished. All party-walls shall be such as required for the highest rate of the adjoining building, and they may be raised by the owner of one side ; but owners of either side, making use of them, must contribute proportionably. Party fence -walls may be raised by the owner of either side, but must not be used as a party-wall, unless of a sufficient thickness. Owners of either side may build; but owners, using such wall, must also contribute to the expence. The first builder shall have no right of soil, on account of a party- wall not being half on each ground ; and if within five years, the fore or back fronts are taken down, this shall be deemed a rebuilding. N .B. If the fore or back fronts of any building now built, shall hereafter be rebuilt as low as the bressummer, or one pair of stairs floor, within five years of each other, then the party -walls shall be subject to the regulations of the said act, ' 4 ABSTRACT OF THE BUILDING ACT. xifc Party timber partitions, or timber partitions, to be taken down when one house or one front is rebuilt, or two-third parts o£ one of such fronts are taken down to . the bressummer, or one pair of stairs floor, and rebuilt, or when condemned, pursuant to the said act. The breast of tlie chimney is not to be supported by timber; and t the timber under the hearth must be eighteen inches lower than the surface of such hearth. , r The hearth must be laid on brick, or stone, or on the ground; and every chimney shall have a slab, or slabs, or foot paces before it, of tile, stone, marble, or iron, at least eighteen inches broad, and one foot at least longer than the opening of such chimney when finished, except the same be a cellar, or^ ground floor, and bedded on the solid earth. No timber or wood shall be laid in the brick-work of any oven, stove, copper, still, boiler, or furnace, nor within two feet of the inside of any such oven, copper, still, boiler, or furnace ; nor shall any wood work whatever be laid in the brick-work of any chimney nearer than nine inches to the opening of such chimney, or five inches to the inside of the flue of any chimney, oven, stove, copper, &c. or nine inches to the flue of any such stove, oven, copper, &c. where any such timber shall be, or be placed nearer than five feet above the mouth of the same; and all wood-work on the frame of every chimney shall be fixed by iron cramps, nails, or holdfasts, which shall not be drove more than three inches into the wall against such chimney or flue, or nearer than four inches to the inside, under the penalty of fifty shillings on the workman offending against the said Act; and no chimney shall he erected on timber whatever, except on planking, piling, and bridging, under the foundations, a-s may be necessary thereto. External walls shall be of brick, stone, natural or artificial, lead, copper, tin, slate, tile, or iron, or some one or other of these com- bined ; and all sash-frames and door-frames shall be set in reveals, and recessed at least four inches from the front of the building, and all story posts and bressummer are to be but two inches in party-walls, and all corner story-posts shall be of oak or stone, and twelve inches square at least. Flat gutters and roofs of the first, second, third, fourth, or fifth class, and every external part of such flat gutter shall be covered with glass, copper, lead, tin, slate, tile, or artificial stone, except the doors, door-frames, windows, and window-frames, of any erections on A such roof. Every coping, cornice, facia, window, dressing, ballustrade, or other external decoration or projection of the preceding rates or classes of building, and every trontispiece to any building of the first rate shall externally be of brick, stone, burnt clay, or artificial stone. XX ABSTRACT OP THE BUILDING ACT. stucco, .lead, or iron, except the cornices and dressings to shop win- dows (the covered ways not extending beyond the original line of the houses in the same street), and such covered way shall be cover- ed with stone, lead, copper, slate, tile, or tin; and neither the cover- ed way, nor the cornice or dressings of any shop window, nor the roof of any portico, shall be higher than the under side of the sill of the window frame of the one-pair of stairs window to which it be- longs; and no water shall be suffered to drain near to any public street, square, or court-way, from the roof of any building of the first, second, third, or fourth classes ; but all water from such roofs shall be conveyed by lead, copper, tin, or iron gutters, or pipes, or by wooden trunks, or brick or stone funnels, to the drains or channel stone, or below the surface of the ground for that purpose, or to some cistern or other reservoir, or to any front of such building, not abutting upon any public street, place, court, or way ; and every brick and stone funnel shall be in every part below the pavement, and every wooden trunk below the top of the window in the ground-story. No front windows shall extend beyond the line of the street, except projections, for decorations for shop windows and stall boards, which, in streets or places thirty feet wide, must not project more than ten inches, and the covering eighteen inches ; and in streets less than thirty feet wide, only to project five inches, and covering thirteen inches, from the upright of the building, and no wooden frontispiece to a first-rate building ; the materials of such projections to be the same as those before directed to be used in external walls, but old ex- ternal walls, or inclosures, may be repaired with the same materials. No bow window or projection, to be rebuilt, unless originally built, or within the line of the street, court, or place. No stack of warehouses to be above thirty five squares, including internal and external walls ; no communication to be made through party-walls, unless by stone door-cases and iron doors ; and no timber to be laid into the brick-work of any wall in such stack of warehouses nearer than eighteen inches to the opening of such communication. No building for stables to contain more than twenty-five squares of building, including internal and external walls; and there must be no communication-door without having stone door-cases and iron doors. All buildings divided into distinct tenures on the ground-floor, shall be deemed separate buildings, except with respect to warehouses or. stables, which may be divided under certain restrictions by stone jambs, and door-cases, and iron doors. Buildings of the fifth and sixth rates, in separate and distinct tenures, and not at the requisite distances, shall be deemed nuisances, and pul- led down accordingly. No iron, tin, copper, or other pipe or funnel for the conveyance of «moke pr steam, shall be fixed next any public street, square, court, DUTY ON BRICKS AND TILES. XXI place, or way, in the front of any building of the first, second, third, or fourth rate of building ; nor shall there be any funnel within side nearer than fourteen inches to any timber, nor any brick funnel in the front extending beyond the line of the street, court, way, or place. Every building, contrary to this regulation, shall be deemed a com- t mon nuisance, and the builder or owner shall be compelled to enter into a recognizance to demolish it, and the materials may be sold to pay the expences of removal. N. B. The building Act wants renewing in several clauses, and none more than the first four rates of building, and price for party- walls ; for, since the rise of labour and materials within the last twelve years, what builder could now build a third-rate house for the money there inserted, which you are not to exceed Jl. 15 s. per rod of 272 feet, which on account of the great rise of labour and materials since the act passed in 1774, cannot now be built under 13/. per rod for the com- monest hard stocks, and so of the rest. ABSTRACT OF ACTS OF PARLIAMENT. 1 TOR Duties on Bricks and Tiles . At the particular request of my friends, I have given the average prices of labour and materials for twenty years past, instead of the actual prices then allowed and paid, as was inserted in my preceding editions. The first rise of materials commenced in 1784, when the first duties were laid on bricks and tiles, and additional duties on timber and deals. The duties on bricks and tiles have been twice augmented since that time. The aforesaid first duties laid on, as extracted from the Act, were as follows, and took place the first of September, 1784, and to be paid by the maker. For and upon all bricks, by whatsoever name or names they now are or hereafter may be called or known, a duty of two shillings and sixpence for every thousand, and so 'in proportion for any greater or less quantity. For and upon all tiles, commonly called or known bv the name of plain tiles, a duty of three shillings for every thousand, and so in pro- portion for any greater or less quantity. For and upon all tiles, commonly called or known by the name of pan or ridge-tiles, a duty of eight shillings for every thousand, and s® in proportion for any greater or less quantity. XXii DUTY ON BRICKS AND TILES. For and upon all tiles, commonly called or known by the name of paving-tiles, not exceeding ten inches square, a duty of one shilling and sixpence, for every hundred, and so in proportion for any greater or less quantity. For and upon all tiles, commonly called or known by the name of paving-tiles, exceeding ten inches square, a duty of three shillings for every hundred, and so in proportion for any greater or less quantity. For and upon all tiles, other than such as are herein before enume- rated and described, by whatever name or names such tiles now are, or hereafter may be called or known, a duty of three shillings for every thousand, and so in proportion for any greater or less quantity. The next duty, being additional, took place in March, 1794, on bricks and tiles, as extracted from the Act, and is as follows : For every thousand of bricks, which shall be made in Great Britain, and so in proportion for any greater or less quantity, one shilling and sixpence, making together, with the former duty of two shillings and sixpence, four shillings per thousand. For every thousand of plain tiles, which shall be made in Great Britain, and so in proportion for any greater or less quantity, one shil- ling and tenpence, making, together with the former duty of three shil- lings, four shillings and tenpence per thousand. For every thousand of pan-tiles or ridge-tiles, which shall be made in Great Britain, and so in proportion for any greater or less quantity, four shillings and tenpence, making, together with the former duty of eight shillings, twelve shillings and tenpence per thousand. For every hundred of paving tiles which shall be made in Great Britain, not exceeding ten inches square, and so in proportion for any greater or less quantity, elevenpence, making, together with the former duty of one shilling and sixpence, two shillings and fivepence per hundred. > For every hundred of paving-tiles which shall be made in Great Britain, exceeding ten inches square, and so in proportion for any greater or less quantity, one shilling and tenpence, making, together with the former duty of three shillings, four shillings and tenpence per hundred. For every thousand of tiles which shall be made in Great Britain, other than such as are herein before enumerated or described, by whatsoever ,name or names such tiles are, or maybe called or known, and so in proportion for any greater or less quantity, one shilling and tenpence, making, together with the former duty of three shillings, four shillings and tenpence per thousand. The said duties on bricks and tiles respectively to be paid by the maker thereof. And in' May, 1704, a duty of twenty percent, adrvalomm, was laid on all stone lor building coming coast ways. DUTY ON BRICKS AND TILES. xxm An Act passed 4th of July, 1803, to consolidate the duties of excise in Great Britain : And among others, the following addition to the bricks, and leaving the duties on tiles as before. The whole of which duties are as follows : For every thousand of bricks made in Great Britain, not exceeding y ten inches long, three inches thick, and five inches wide, five shillings. Exceeding the foregoing dimensions, ten shillings. For every thousand of bricks made in Great Britain, and smoothed or polished on one or more sides, not exceeding the superficial dimen* sions of ten inches long by five inches wide, twelve shillings. For every hundred of such last-mentioned bricks, exceeding the aforesaid superficial dimensions. The duties same as on paving tiles. For every thousand of plain tiles, four shillings and tenpence.' Ditto of pan or ridge-tiles, twelve shillings and tenpence. For every hundred of paving-tiles, not exceeding ten inches square, two shillings and fivepence. <' Ditto, exceeding ten inches square, four shillings and tenpence. For every thousand of tiles, other than such as are herein before enumerated, four shillings and tenpence. The said duties to be paid by the makers. In June, 1804, an additional duty was laid of twelve per cent, on all stone for building coming coastways. An Act for granting to bis Majesty additional duties within Great Britain, on certain goods, wares, and merchandize imported into, or carried coastwise. 5th April, 1805. For every hundred pounds of the produce and amount of the duties of customs due and payable on slate and stone of all sorts, an additional duty of twenty pounds. N. B. Three shillings per 1000 extra is laid on all kinds of bricks by the brickmakers, 1st Jan. 1805, although no act of parliament for advance has passed j but an A 61 passed in March, 3 805, laying a . further duty on bricks and tiles of tenpence per 1000, which makes an advance in general on all brick work, with the above three shillings, of eighteen shillings per rod, prime cost. NEW DUTY ON WINDOWS, * S' Commencing April 5 , 1804, in England, and May -24, in Scotland. Number of Windows, according to which the Dwelling House shall be charged. Not more than six windows or lights (except in such houses which shall be worth the rent of five pounds by the year, and shall be charged to the duty mentioned in Sche- dule II. according to the rent thereof) Not more than six windows or lights, if of the value before mentioned, and charged to the said duty accordingly 7 windows or lights 8 9 - 10 - 11 -- — - 12 * 13 - 14 --- 15 - - - - - 16 - ----- -- -- 17 - 18 - - - 19 " * 20 - ----- 21 - 22 ----- 23 1 - - - - 24 - - 25 ------- - 26 - - 27 ----- 28 - 29 30 31 32 33 - 34 35 T V Duties to be charged for every Dwelling-House. In England. In Scotland. L. s. D. L. s» D. 0 6 0 0 4 0 0 8 0 0 6 0 0 18 6 0 16 6 1 30 0 1 8 0 1 18 0 1 16 0 2 10 0 2 8 0 3 5 0 3 3 0 4 0 0 3 18 0 4 15 0 4 13 0 5 10 0 5 8 0 6 5 0 6 3 0 7 0 0 6 18 0 7 15 0 7 13 0 8 10 0 8 * 8 0 9 5 0 9 3 0 10 0 0 9 38 0 10 15 0 10 13 0 11 10 0 11 8 0 12 5 0 12 3 0 13 0 0 12 18 0 13 15 0 13 13 0 14 10 0 • 14 8 0 15 5 0 I 15 3 0 16 0 0 15 18 0 16 15 016 33 0 1 7 10 0,17 8 0 18 5 018 3 0 19 0 018 18 0 19 15 0>9 13 0 20 10 020 8 0 21 5 021 3 0 DUTY ON WINDOWS. XXV Number of Windows, according to which the Dwelling House shall be charged. 37 39 40 to 44 45 — 49 50 — 54 • • 55 — 59 60 — 64 • 65 — 69 70 — 74 75 — 79 - SO *— ■ 84 ^ . . . . ............... ........... 85 — 89.... QO — 94 95 — 99 •• 100 — 109 : 110—119 120 — 129 . . . . . 130 T— 139* ............ ............. .... 140— 149 150 — 159 160—169. . 170— 179 1 80 and upwards And for every such dwelling house which shall contain more than 180 windows or lights, for every window or light exceed- ing the number of 180 Duties tofce charged for every Dwelling House. In England In Sc otU nd. L. ~ s. D L. s. D. 22 0 0 21 18 0 22 15 0 22 13 0 23 10 0 23 8 0 24 5 0 24 3 0 25 15 0 25 13 0 28 5 0 28 3 0 30 15 0 30 13 0 33 5 0 33 3 0 35 9 0 35 7 0 3 7 9 0 37 7 0 39 9 0 39 7 0 41 9 0 41 7 0 43 9 0 43 7 0 45 9 0 45 7 0 47 9 0 47 7 0 49 9 0 49 7 0 52 9 0 52 7 0 56 9 0 '56 7 0 60 9 0 60 7 0 04 9 0 64 7 0 68 9 0 68 7 0 72 9 0 72 7 0 76 9 0 76 7 0 80 9 0 80 7 0 83 0 0 82 18 0 0 2 6 0 2 6 RULES FOR CHARGING WINDOWS, \ 1. The said duties to be charged annually in respect of the win- dows in every dwelling house, with the household and other offices therein enumerated. 2. All skylights, and all windows in staircases, garrets, cellars, passages, and all other parts of dwelling houses, to what use soever applied, and whether in exterior or interior part?, XXVI DUTY ON WINDOWS. 3. Every window in any kitchen, cellar* scullery, buttery, pantry, larder, washhouse, Jaundry, bakehouse, brewhouse, and lodging- room, belonging to or occupied with any dwelling-house, whether the same shall be within or contiguous to, or disjoined from the body of such dwelling-house, shall be charged to the said duties. 4. The said duties to be charged yearly upon the occupier, for one whole year from April 5th, to be levied on such occupier, or his exe- cutors, administrators, except as after provided. 5. Where any change in the occupation shall take place after the assessment, then the duties charged on the occupier shall be^paid by the occupier, landlord, or owner, for the time being, or on both or all of them, according to their times of possession thereof, without any new assessment, notwithstanding such change in occupation. But where a tenant shall quit, on the termination of the lease or demise, and shall have given notice thereof to the assessor, the duty shall be discharged for the remainder of that year, in case it shall appear to the commissioners at the end of such year, that such house shall have continued wholly unoccupied for the remainder of such year. 6. Where any dwelling house is let in different apartments, and shall be inhabited by two or more persons, the same shall be charged as if such house was inhabited by one only ; and the landlord or owner shall be deemed to be the occupier, and charged. But where the landlord shall not reside within the limits of the collector, or the same shall remain unpaid by such landlord for twenty days after the same is due, the duties may.be levied on the occupiers, and such pay- ments shall be allowed out of the next rent. 7. Every house, whereof the keeping is left to the care of any person or servant, shall be subject to the like duties as if it were in- habited by the owner or a tenant; and, if such person shall not pay rates to the church and pftor, the said duties shall be paid by the own- ers or tenants. 8. Every distinct chamber in any of the inns of court, or of chan- cery, or in any college or hall, in either of the universities of Oxford or Cambridge, or any public hospital, shall be subject to the same du- ties as au entire house, which duties shall be paid by the occupiers ; but every such chamber, which shall not contain more than seven Windows, shall be charged at the rate of three shillings each. Q. All dwelling rooms in any hall or office whatever, belonging to any person, or to any bodies politic or corporate, or to any com- pany charged with the "payment of any other taxes or parish rates, shall be subject to the duties, and shall be charged as dwelling houses $ and those to whom the same shall belong, shall be charged as the oc- cupiers. 10. When a partition or division between two or more windows fixed in one frame, is of the breadth of twelve inches, the window on each side shall be. charged as a distinct window. xxvu duty ON WINDOWS. XI. Every window extending so far as to give light into more rooms, landing, or stories, than one, shall be charged as so many separate windows. 12. Every window, including the frame, partitions, and divisions thereof, which by due admeasurement of the whole space on the aperture of the wall of the house or building, on the outside of such window, shall exceed in height twelve feet, or in breadth four feet nine inches, shall be charged as two windows, except such as shall have beenmade of greater dimensions prior to the 5th of April, 17^5, except also the windows in shops, workshops, and warehouses, and except the windows in the public room of any house licensed to sell wine, ale, or other liquors, by retail, used for the entertainment o£ guests ; and the windows in farm-houses especially exempted from the duties on houses. Where any dwelling house shall be divided into different tenements, being distinct properties, every such tenement shall he subject to the same duties as an entire house, to be paid by the occupiers respec- tively ; but every such tenement in England, Wales, or Berwick upon Tweed, which shall not contain more than seven windows, shall be charged 3s. per window— in Scotland, 2s. per window. ✓ EXEMPTIONS FROM THE SAID DUTIES. Case 1. Any house belonging to His Majesty, or any of the royal family, and every public officer, for which the duties heretofore pay- able have been paid by His Majesty, or out of the public revenue. Case 2. Any hospital, charity-school, or house provided for poor persons, except such apartments as are occupied by the officers or servants, which shall be assessed as entire dwelling houses. Case 3. The windows in any room licensed for the purposes of di- vine worship, and used for no other purpose. Provided that every such hospital, charity-school, house for poor persons, or room licensed as a chapel, shall be brought into charge by the assessor, or by the surveyor, and shall be stated on the certificate of assessment as such 5 and, on due proof of the fact before the com- missioners by the assessors, they are to discharge such hospital,, charity-school, house for poor persons, and room licensed as a chapel^ from the said duties. Case 4. The windows in any dairy or cheese-room belonging to and occupied with any dwelling house, chargeable with the duties, al- though the same shall be part thereof, which shall be used by suck occupier for the purpose of keeping butter or cheese, their own pro- duce, for sale or private use : Provided that the windows shall be made with splines or wooden laths, or iron bars, and wholly without XXVlli DUTY ON WINDOWS. glass, and that the occupiers shall paint on the outer door, or on the outside of the windows thereof, or one of them, in large Roman letters, the words Dairy,” or “ Cheese-room and provided, that such dairies or cheese-rooms shall not be at any time used to ' dwell or sleep in, but shall be wholly kept for the purposes before mentioned : And provided also, that an assessment of all such win- dows shall be duly made, and the fact returned in the manner directed in other cases of exemption. DUTIES ON ALL INHABITED HOUSES IN GREAT BRITAIN. » For every such inhabited house which with the household and other offices, yards, and gardens, therewith occupied and charged, are or shall be worth the rent hereafter mentioned by the year, there shall be charged the yearly sums following, viz. s. d. 5l. and under 20l. rent by the year - - - -- -- -- -- -1 4 201. and under 40l. rent by the year - - - 2 O 40b rent by the year and upwards - -- -- -- -- -- ---2 6 THE 8tuU>cr’# JRto iPruebooh. DISSERTATION ON LIMES, 4 THEIR PROPERTIES, PRICES, AND EXPLANATION IN MAKING THEIR KILNS, AND BURNING. First. — I shall give a short explanation on the nature of lime for building, and describe (in as few words as possible, what would well occupy a volume) the qualities and uses of nine different kinds of lime, viz. 1st. Common chalk lime. 2d. A much harder chalk, or, rather, stone lime, burnt in patent kilns by the Right Hon. Lord Stanhope, near Bromley, in Kent. 3d. Dorking stone lime. 4th. Guildford stone lime. 5th. Shell lime, 6th. Kentish ragg- stone lime. 7th. Plymouth stone lime. 8th. Welch stone from Cardiff or Abershaw, in Glamorganshire ; and, 9th. Barrow stone from Barrow, in Le'cester- shire, and burnt into lime here. The first of these limes, and its uses, requires very little description, it being the lime in common use in all our ordinary, and even principal buildings; but if a little more fire and care in its burning was attended to, it would be ko much the better; and as the price is raised from 8s. to 12s. 6d. per hundred, within these very few years, the common chalk lime merchants could well afford to make a much better commodity, as the extra expence in labour and coals 30 builder’s new price-book. is not •above Is. qd. per hundred. And it is further re- markable, that where the chalk and coals are procured cheapest, the lime from thence, in general, is the worst, for it is well known to those master bricklayers and plasterers, whose close attention to business has H ensured them success, that the lime made up at Deptford Creek, and near Lewisham, at Nine Elms by Vauxhall, and at Chiswick, although attended with additional expence of carriage of chalk and coals, yet it is far better lime than any other made lower down the river. The principal matter is generally overlooked or neglected, or, perhaps not generally known, and that is in building the kiln, whether they think the old method sufficient, or that improvement is use- less, I cannot tell : but certain it is, that experi- mental improvement has been made, and a great saving in coals obtained; and instead of the slovenly way now used in building a kiln, cheapness in labour is only considered. That this labour ought to be done in the most strong and substantial manner, there is no doubt ; for it is well known that fire, as well as water, requires the greatest strength and so- lidity ; and five pounds or more would be well laid out in extra labour, in building a large kiln upon a proper principle. The form or figure of the kiln should also be altered. The segment of an egg in the direction of its axis, is the best form for a kiln : its base ten feet, and height twelve feet, or even four- teen feet, will burn one hundred and fifty bushels of lime every twenty-four hours (but it may be built larger in the above proportion), and consumes, ac- cording to the hardness of the chalk, one bushel of coals to four or five of lime, but breese (cinder ashes), mixed with coals, will go further, and answer dissertation on limes. 31 better than all coals, for the coals of themselves will run and cake, unless continually opened and stirred for the air to get through, but breese mixt with them will prevent it ; and this is the reason why breese is ' preferred to coals in burning of bricks in a clamp, for the slag or iron ore in the coals unites the brick into a lump, which cannot be separated without great force by iron crows, spoiling the shape and form of the brick. Three or four course of bricks should be curved, or drawn inwards at the top, to check the fire, which will have the eifect of preventing the fire escaping at the top, without performing its duty in burning the stone or chalk ; for this is the reason why the lime is in general not so well burnt at the top as elsewhere, especially at the sides. To enter into the minutia of burning, slacking, screening, and turning up of lime into mortar, al- though it is of the utmost consequence in building, would be too long to insert here, and perhaps laughed at by many, for prejudice operates powerfully on the human understanding: durability and goodness of materials is not thought of, where a builder has only a short lease to return his money and interest, and cannot be supposed to be built with that degree of soundness as on a freehold, or by a nobleman or gen- tleman on. his own estate, which he also considers will be for the use of his successors. - N. B. Two hundred of lime, and two loads, or two and a quarter loads of Thames sand, is required to make a very good mortar for a rod of brick- work ; but the usual allowance is one hundred and a half, or thirty-seven bushels of lime, and two loads j and a half of Thames sand to a rod. The gravity, or weight of a bushel of well-burnt lime-stones from . 1 38 builder’s new price-book. chalk, is from thirty-six to thirty-eight pounds; but, if laid by twelve hours, it partly slacks itself, and will be nearly sixty pounds weight. The second kind of lime I shall mention, for strength and durability, is Lord Stanhope’s, at Cud- ham, near Bromley, in Kent, and delivered in Lon- don at one shilling per bushel ; and here, perhaps, I have a just right to beg his lordship’s pardon for at- tempting to animadvert or describe the goodness or qualities of a lime lately brought into use, and on a plan quite different to any in this country heretofore; a patent having been obtained by his lordship for a particular way in burning it, so that a proper in- formation of this new' manufacture, but lately intro- duced into the building branch, cannot by me be ascertained. I saw some in Greenwich, in February, 1 802 : it slacked well, and had all the appearance of the qualities requisite for good lime, being in large stones, and exceeding light, and also well burnt ; but whether fit for water-works, or not, time only will discover. His lordship’s well-known experience and scientific abilities, superior to the scale of the com- mon class in knowledge of the tradesman or artificer, enables him to form a judgment greatly preferable to what is imbibed by common opinion ; and, without the hazard of a doubt, his lordship would not venture his honour, abilities, and knowledge, to introduce an article in the building branch, of which he is such a competent judge and proficient in himself, for profit only, without a thorough knowledge of its superior excellence. Not knowing, therefore, its qualities myself, personally, by experience, I will safely rely on its merits by its introduction to the public by his lordship and his patent, which I look upon to be more for honour than profit. DISSERTATION ON LIMES. 33 > N. B. Its -gravity is thirty-two to thirty-four pounds per bushel. Third kind. — Dorking stone lime. This, with the llyegate stone lime, is on an equal footing, although attempts have been made to prefer the latter. This stone is only chalk, a small degree harder than the first mentioned, and wants more fire, and is generally burnt in a cone kiln, built elliptical and low, for what reason my small judgment cannot find out; nor could either the proprietor or the burner give me a sufficient reason' why that is the best form, to induce me to come into their way of thinking. I beg leave to ob- serve, that the kilns without cones would burn the lime as well for present use. This lime is supposed (but I never knew it proved) to stand the frost and the frowns of winter, and also for water-works, much preferable to common lime. That it is pre- ferable to it, is without doubt, but not equal to the extra price ; nor does it brave the winter without injury, where it is exposed nearly equal with com- mon lime. It can be delivered in London at from thirteen pence to fifteen pence per bushel, in quan- tities : the weight is, per bushel, about forty six to fifty-nine pounds. Fourth kind. — Guildford stone lime. Tins being still the same strata of stone as the llyegate and Dorking, lying in the same range of hills, is but very little harder, and burns, more yellow, but whe- ther more durable, is difficult to ascertain. Too much praise cannot be given to the proprietor of tins stone, for attending personally at the kilns at the London Docks, in the Isle of Dogs, to see it properly burnt. But, notwithstanding the superior knowledge and abilities of the engineers and surveyors, 1 can- 34 builder’s new price-book. not be brought to believe that grinding it is superior to the old way of slacking it properly. I do not recollect reading that any of the antients made use of that method in any of the famous structures time has permitted to remain, as models for the admiration '•* of modern artists. I well remember their being par- ticular as to the water, for slacking and making up, to the right time of the year, and length of time to lie before it it should be used, and also to its burn- ing, but not a syllable about grinding it ; and one reason against it, among many others, is, that if the lime is only half burnt, by grinding it cannot be dis- covered, which by slacking is disclosed immediately; and this chiefly convinces me that the brick-work done in the summer of 1801 , in the large Dock, at Blackwall, the joints, a great part of the way up, were drawn out by the frost, and obliged to be pointed. If so little frost as there was that year has had such an effect, what would a severe winter do? Now, with submission to better judgment, in- stead of pointing it with the same lime as the bricks were laid in, it should have been done with the best Welch or Barrow stone burnt lime, mixt with the clinkers of a furnace (or slag), ground and sifted very fine, which is the best cement for water, unless when the best real Dutch terras is to be got — and that is scarcely preferable. Another reason for slack- ing the lime, is the many large stones in this, as well as the Dorking, lime, that remains unburnt, which will discover themselves in the slacking, but not in the grinding. Some of the stones are put into the kiln so large, that they are not burnt through, and leave the middle of them as unburnt as ever, when the smaller stones are burnt to powder. DISSERTATION ON LIMES. 35 The weight of a bushel of this lime is from forty- eight to fifty-six pounds, which is proof sufficient that it is not enough burnt. N. B. There is so small a difference between the ) Ryegate, Dorking, and Guildford stone lime, that it is scarcely worth making distinction. Fifth kind. — Shell lime. This lime is seldom burnt or used in England, except in some places on the sea-coast where chalk or stone is scarce. It was used, at first by Mr. Smeaton, F.R.S. engineer to the build- ing of Ramsgate Pier, and esteemed by him a most excellent cement ; but he afterwards found a better, from Barrow, in Leicestershire, which coming very expensive, Mr. Smeaton continued to use the shell lime for backing in, and the other lime for setting the fronts only. Shells make a very good and durable lime, and it is to be lamented that it is not more in use in England. In America, all along the sea-coast, no other kind of lime is used ; and the shells are in such amazing abundance on Charlestown Bar, South Carolina, that may be seen from thirty to fifty carts and waggons loading with shells at the same time, at low water, and the next tide would bring up as many more ; and, if they were taken away, would be still repeated, and so on successively. The weight I never remember to have heard. It wants no screen- ing, and has much of the quality and appearance of the Dutch terras. I am informed, in Persia, and many Provinces in the East Indies, especially on the sea-coasts, no other lime is made but of shells. Sixth kind. — The Kentish ragg-stone. The lime that is burnt of this stone is an exceeding strong and good cement ; it burns brown, and is made from the top part of the quarries, before they get at the real 30 BUILDER’S NEW PRICE-BOOK. ragg- stone, and is called cork, because softer, and rises not in such solid bodies. The stones must be ; broke in pieces, not so large as a man’s fist, and burnt in a kiln with a cone chimney or vent, from twenty to thirty feet high. The only place where this lime is fu burnt, near London, is at Nine Elms, near Vauxhall, and sold at two shillings and two-pence per bushel, which generally weighs about ninety-four pounds. This lime is in great request, for its great strength, with the sugar-bakers and soap-makers, and also for water-works : a great deal is sent to the West Indies in hogsheads and other casks. The kilns are in general three feet diameter at the bottom, ten feet diameter at top, and twelve feet deep, which will burn one hundred and fifty bushels of lime every thirty-six to forty-eight hours, when the fire must be let out to cool. The proprietor of this stone lime manufactory, having no competitor, has made an ample fortune in a few years, and has four of these kilns continually burning, and yet can scarcely half supply his customers, so great is his demand for this excellent lime. Seventh kind. — Plymouth stone lime. This is a « V dirty, blue stone, and is broke and burnt in kilns just in the same manner as the former, and at the same place, the same price, and by the same person. This stone burns to a beautiful white lime, but it has not the strength of the former, although in general used in all the purposes of the other. It is greatly to be regreted, that the outside nine inches of the London Docks, in the Isle of Dogs, was not laid with either of the two last limes, at least if they would not go to the ex pence of the Welch or Barrow stone lime ; but in such a national concern as that, no expence should be spared to make it the most complete work of the dissertation on limes. 37 kind in the universe. The weight of a bushel of this lime is about eighty-six pounds. Eighth Kind. — Welch stone lime. This stone comes from Cardiff and Abershaw, in Glamorganshire. This, > Mr. Smeaton, the famous engineer, and F. R. S. (who among other great works, erected the Edy- stone Lighthouse) calls the best of lime ; and, from his long experience and great knowledge in the many great works he has built, no doubt can be entertained of his veracity. His treatise on the Edystone Lighthouse, and the great care he took to get the best mortar or cement in that most difficult under- taking, proves that the minutest parts of the great whole did not escape his penetration, and the success in finishing that very dangerous work, proves his great judgment and sagacity. Ninth kind. — Barrow lime. Which is from an ex- cellent blue rock wynn stone in Leicestershire, on the banks of the river Soar, near the Trent, and is, as the great Mr. Brindley the famous civil engineer called it, a most excellent lime , and which he always made use of in all his locks, tunnels, and water- mill works, at any distance or expence, wherever it was necessary to use a mortar or strong cement under water ; and Mr. Smeaton, another engineer of the greatest abilities, calls that made of the Welch stone the best of lime. It is very difficult to give any j decided opinion of the preference in goodness, strength, and durability to either of these limes, they are both so good and durable when well and properly burnt, carefully slacked, and made into mortar, and also well beaten when used, that it is not in my power, nor I believe in any ones else to distinguish any difference ; and when we consider the character j given them both by the two ablest civil engineers, of j any age or country, to which may be added Mr. F I : 38 DISSERTATION ON LIMES. Isaac Ware, the celebrated architect, who, in hb Palladio, praises the blue cock wynn stone, as making the best lime for strength and duration, especially for water works, in this country, we may safely pronounce them both perfect in their kind as far as perfection is possible. I find on reading Nichols’s History, and Throsby’s Views of Leicestershire, that the Barrow stone lime was used in the construction of Ramsgate pier when all others had failed. This lime makes a cement which resists all weathers ; it fixes immediately under water, and soon acquires the consistency of stone ; and has all the merit, strength, and durability of the real Dutch tarras, if not superior to it, and at less than one third of the expence. No lime has been burnt from the Welch stone, in or near London, by reason of the great expence of freight ; nor is any lime brought to town of it already burnt ; but the Barrow stone lime has been lately introduced to the notice and consideration of West India merchants, architects, builders, sugar bakers. See. See. where strength and duration is regarded, especially in stucco, and under water, lining of reser- voirs, malting cisterns and floors, equal to grey or red plaster, and not a quarter the price; and is for the accommodation of the public, brought fresh every week from the kilns in close hogsheads, from the country, till a proper place can be procured in or near London to burn it, and sold at No. 1, New Street, St. Katharines, near the Tower, at only two shillings per bushel, by the hogshead, or in small quantities, and delivered at the shortest notice, at two shillings and twopence per bushel. N. B. It will be carefully selected and casked up in tight butts, pipes, hogsheads, and barrels, to order, and inclosed in larger casks for exportation ; it will I dissertation on dimes. 39 endure long voyages of several months without slacking, and take up but little room. A bushel of this lime weighs only from 70 to 74lbs. I think Mr. Smeaton says, the Welch stone, as also does Mr. Ware of the Barrow stone, to burn it properly, will take sixty hours with a good fire, and will lose about one third of its weight in burning; but as he does not mention its being broke to burn, we must suppose it to be put into the kiln in the lumps as they rise, which isoften fifty to seventy pounds weight or more. With due submission to such great jud ges, we may believe, if the stones were broke as the Kentish ragg, or Plymouth stone, which is, I think, nearly as hard, I should think forty-eight hours, with a good fire, would burn a kiln off well* of good lime: but nicety in burning from the same stone need not be observed. As lime may be made of different materials, such as chalk, shells, and different kinds of stone, it must be observed, that the harder the materials the better the lime, which makes the stone lime to be preferable: and of that the harder the better. In England, the red, or blueish wynn stone is the best. Mr. Brindley, Mr. Smeaton, as also Mr, Ware, the celebrated archi- tect, in his folio volume of British Palladio, and all other English architects, speak highly in praise of the blue wynn stone for the best lime, which is the Barrow stone from Leicestershire above mentioned. In Italy, marble is cheap and plentiful, and they make of it a most excellent lime. Portland stone will make good lime. Every stone that will ferment with acid, such as aqua fortis, will make good lirne, and the more round and solid the better, which makes the Welch and Barrow stone preferred; where the stone comes from a rock, or bed, such as the Barrow blue wynn stone, 40 DISSERTATION ON CEMENTS^ &c. for ir foi! ie l0 ”f .tyr 8 !** air before it is burnt, : * -l ses much m J aymg above ground ; and also use it as soon as possible when burnt, for its loss by eeping and exposing to the air is incalculable. The tf ' " f ™. e ‘‘r bettfr: the be « takes most water to sJack^t : the more it smokes the better it is : sl ? cked In a tub 5 the more it sticks to the sides the better the lime. . lni mmt n egexc u se ofm y readers for intruding so ong, and having been so particular about lime, it be* ing a most principal ingredient in building, as also in medicine, and generally the least taken notice of; but simple as it may seem, several eminent gentlemen have not thought it beneath their notice to write vo.umes on that most useful article. CEMENT, In a general sense, is any composition of a glutinous or tenacious nature, proper to bind, unite, or keep things in cohesion. 1 Theie are several sorts of cement, some for wa- ter-work, others for fire-work ; others, again, to bind or unite a block of bricks together for carving- scrolls, capitals, &c. &c. This latter is of two sorts: the hot cement is made of resin, bees’ wax brick dust, and chalk, boiled together. The bricks must be rubbed square and even, on a rubbing-stone and heated and rubbed together after with the ce- ment between them, like two planed boards glued-r- t e closer the better. The cold cement is made of old Cheshire cheese, grated very small, mixed with milk quick-lime, and whites of eggs. The bricks to be mobed sejuare and even, as before. Glass, powdered, sea salt and iron filings, in equal DISSERTATION ON CEMENTS. &C. 41 * -r- ■ quantities, mixed with good loam, makes a hard and durable cement. " Cement to mend broken china or glass. Take the juice of garlic, stamped in a stone mortar ; this carefully applied will join the parts so close as scarcely to be perceived. Another cement for the above purpose, is, by beating the white of an egg very clear, and mixing it with pounded stone lime, unslacked, sifted through a piece of muslin, or silk, or isinglass, and lime as above mentioned mixed together, and a little water added ; the mended articles are to be set in the shade to dry, and not before a fire. Oyster- shells, calcined, mixed, beat, and sifted, as above, will also, when made into a kind of thin paste, hold china, glass, or earthenware, by being, when set or mended, pressed together for a few minutes. Oyster-shells calcined, well pounded, and sifted through muslin or silk, and then ground on a hard stone till reduced to powder, mixed with the whites of eggs, and with the powder, make a paste or glue : with this, anything may be joined of hard substance, and holding it close a few minutes to dry, it will stand both fire and water. Any small hole, or crack, may be stopped in the same manner. A strong cement for wood, stone, earthen ware, and glass: let thin shavings of sweet cheese bestirred with boiling water; and when the tenacious slime has been worked with other hot water, let it be mixed on a hot stone, with a proper quantity of unslacked stone lime, pounded and sifted very fine into the con- sistency of a paste: it is a most strong and durable cement; and when dry it will not be affected by water. A strong and useful cement for joining marble, alabaster, porphyry, and all other hard stones : melt 42 DISSERTATION ON CEMENTS, &C. matter pulverised (burnt), as the body to be ce- mented is composed of, well pounded and sifted, and stirred well together; let the whole mass be kneaded ® in water, and heated when applied to the heated parts of the body to be cemented. The colour of this mass or cement may be adapted to that of the body on which it is employed, by varying the proportion of the powdered matter added to the bees’ wax and resin. Dr. Higgins had a patent in 1779, now expired, for his invention of a water cement, or stucco, as follows : fifty-six pounds of pure coarse sand, forty- two pounds of pure fine sand, mix them together, and moisten them thoroughly with lime water; to the wetted sand add fourteen pounds of pure fresh- burnt lime, and, while beating them up together, fourteen pounds of bone-ash ; the quicker and more perfectly these materials are beaten together, and the sooner used, the better will the cement be. Fine sand alone, or coarse sand alone, will do for some works ; but the finer the sand, the more lime must be used. Dr. Williams, in 1780 (term expired), had a patent for the invention of a new mortar, or stucco, as fol- lows; to twelve pounds of pure lime, ten pounds of water, and eighty-four pounds of pure coarse sand, add four pounds of grated skimmed-milk cheese : let the whole be worked up together, and used as soon as possible after. Care must be taken in using this mortar, that the bricks are perfectly dry that are to be covered with it; and in laying it on, the greater the impressure the better. To make an exceeding strong cement, which is scarcely inferior to stone: take lime well slacked, and sand, in equal quantities, temper it with linseed oil to the consistency of mortar; beat it well on a DISSERTATION on cements, See. 43 stone or wood floor, or in a trough, and then spread it on a wall to a competent thickness, and it will be- come as hard as stone, and last for ages. If dials are to be formed of the above cement # against old stone or brick walls, let the face be chipped away a bit, with a bricklayer’s hammer, or a mallet and chissel, and drench it well with white lead and linseed oil, till it will drink no more. Boyle’s Works Abridged, Vol. I, ROMAN CEMENT. ( Parker and Co. Panic side, London.) It is the property of this cement or mortar, to become hard and impenetrable to water, even to the action of the sea, within a few hours; and to form so strong an union with brick and stone, as to commu- nicate great stability and duration to all buildings in which it is introduced. The setting is so expeditious and permanent, that it may frequently be used in the winter without danger from, frost. It is to be made up into mortar, in such quantities only as can be used before it sets; the bricks should be perfectly clean, and well moistened with water before the work is began, at per bushel, 5s. 6d. STUCCO. ♦ About an equal quantity of cement and clean sharp sand, mixed together, form a very hard and durable stucco ; or, it may be had ready mixed and fit for use. The first coat should be of a coarse kind, and laid on pretty thick; the finishing coat, fine and well worked with a float. If the sand be wet or damp, the stucco must be used immediately ; it may be coloured when finished with a wash, composed of one gallon of water, four ounces of green copperas, - * 44 DISSERTATION ON CEMENTS, &C. and as much fresh lime and cement as will produce the colour required. , One rod of brick work will require 68 bushels of j cement, and 4500 bricks. One cubic yard 6 bushels of ditto, and 380 ditto. | One yard square of 14 inch wall, will take 2 and a half bushels of ditto, and 150 ditto. * One yard of q inch wall, 1 and a half bushel ditto, and 100 ditto. One yard of 4 inch wall, five-eighths of ditto, and 50 ditto. One yard of brick pointing, one-eighth ditto. One yard of plain surface plastering, three quarters of an inch thick, will take three quarters of a bushel. One barrel of cement, containing 5 bushels, cask in- cluded, weighs about three hundred and three quarters. One barrel of stucco, containing 5 bushels, weighs about four hundred, three quarters, & fourteen pounds. In Persia, and many other places in the East, the roofs of their houses are nearly flat, and are covered with the following cement, or composition, instead of lead, which is impervious to all rain, and dries nearly as hard as stone, without cracking; and not a drop of rain can ooze through. The composition is nothing more than shell-lime well burnt, and mixed with molosses, of each an equal quantity, mixed and worked up into a paste, or stiff mortar, with oil, and spread on the roof with a smooth- ing wooden instrument, not much unlike a plasterer’s trowel, but pressed down as hard and smooth as possible. Where the molosses are not to be had, they use some other of such resinous substance. They also 3dd to the shell lime some kind of acid, impressed from plants, and mixed with tar into the consistency of dough for bread, and laid on and pressed ciose down as before. THE PRICES - OF BRICKLAYERS materials, CONTAINING THE AVERAGE PRICES FOR THE LAST 20 YEARS, 1 AND THE PRESENT PRICES , Which accounts for the great increase of the value of buildings and expence of repairs. These prices are at the kiln and in the brick-held, to which must be added the cartage from six to twelve shillings per load according to the distance. BRICKLAYER’S MATERIALS. Average last 20 years. Do. Do. from the Chalfont kiln, at per thousand - v. Do. per hundred. p O 10 Do. Fire bricks, per do.. . O Q Paving bricks, per thousand. ........... 2 6 Do. per hundred 1805. ;p* ‘to’ Best Chaltont oven tiles, 12 inches square, 3 inches thick, per hundred ... w Oven tiles, 12 inch square, 3 inches thick, each O O 10,1 Welchdo Do. fire lumps, do. 3 6 inches Ion Do. 33 do Do. 30 do Do. 28 do.. ... , . '. . ’ ’ ’ ' ’ ' * ’ Do. 24do .. . Do. 22 do.. . Do. 20 do Do. 18 do... Do. i6do.. A! A ! .’!! ! ' ’ Do. fire Fricks at per hundred , / < G u s. D. L . s. D 13 0 0 18 0 0 0 0 0 1 16 0 8 0 0 10 0 0 0 0 0 1 0 0 3 i 7 6 5 5 0 1 14 0 2 10 o 3 0 0 4 0 o 0 0 0 0 8 0 5 6 0 7 16. 0 0 10 6 0 18- 0 0 9 0 0 16 0 2 6 0 3 10 o 0 4 6 0 7 6 3 18 0 0 0 0 1 13 0 3 5 0 0 0 0 1 19 0 1 12 0 1 16 0 0 0 0 2 13 0 1 3 6 1 9 0 4 13 6 5 10 0 0 0 LOi 0 i 0 0 0 2 0 l 4 0 6 6 0 9 6 0 5 0 0 8 6 0 4 6 0 8 0 0 4 0 0 7 6 0 3 6 0 5 6 0 3 0 0 5 0 0 2 9 0 4 0 0 2 0 0 3 6 0 1 9 0 o O 0 0 16 6 1 2 0 45 Bt/rLDER’s NEW PRIES BOOK. Average last 20 years. 1805. x £. S. D. Do. per thousand. 8 O O Do. for one single brick O O 1 First size chimney pots, each O 4 1 Second do. do. 0 2 6 Third do. do. . . . o 2 4 Fourth size chimney pots, do 0 O O Chimney pots hoveled, or plain bracket, do. 0 5 6 Do. double do. or hovelled and armed, do/. O 7 6 Large size do. with a tin vane 0 10 6 A load of bricklayer’s sand, or loam 0 3 9 Lime, per hundred. 0 10 O Dutch clinkers, per thousand. ........... 1 16 O Dutch terras, per bushel. O 5 6 Pantile laths, 12 feet long. O 2 8 Do. 10 feet do O 2 0 Oak laths, per bundle 0 3 10 Double fir laths for tiling, per bundle. ... 0 3 ,2 N. B. Five foot laths for plastering or tiling are 5 score to the bundle ; 4 foot do. for do. are 6 score to do. ; per load of single fir laths, of 30 bundles. . 2 6 O Do. single bundles, each 0 2 O Per load of double fir for tiling and slating. .4 15 0 N. B. Common stocks, 420 is about a ton weight, and 460 a cubic yard ; the usual allowance of bricks to a rod of brickwork is 4500 ; the usual allowance for lime for do. is one hundred and a quarter, or thirty- one bushels, or one hundred and a half, or thirty-seven bushels to be good; the usual allowance of sand to do. is two loads and a half ; but a good full brick and 4 course to rise 1 foot, 4200 stocks will complete a rod of brickwork N. B. Common stocks delivered by water in barge, at per thousand 1 Q 0 Do. place bricks, do. per do. 1 1 O A bricklayer, per day O 4 0 A labourer, per do Q 2 6 N. B. They were the very best men who had - the above prices ; for in 1770 a common bricklayer had 2s. 6d. or 2s. 8d. and the best only 3s. 6d. and a labourer Is. 6d* and Is. Sd. per day. L. S'. 10 10 O O O 5 O 3 O 3 O '2 O 6 O 10 O 15 0 5 O 12 2 12 O 8 O 3 O 3 O 6 O 4 3 O O 2 6 0 2 4 1 11 O 6 O 3 D. o o 9 o 6 6 O O 0 6 6 O 6 o O o 0 6 O O 6 O 6 COMPARATIVE PRICES OP MATERIALS. *7 DIGGING FOUNDATIONS. DIGGING. Average last ( 10 yea rs^ Do. and wheeling away 20 to 30 yards 0 0 6 Do. do. 50 to 100 yards, as in canals. . . . Do. and basketting out of foundations. . . . Carting away, per load. Egging a nd steining wells, per foot, the depth only considered for the first 20 feet, and three feet diameter between the brick- work. ' , Do. and 3 feet 6 inches diameter for the 1805. N, B. The bricks to steining wells to be kept account of and charged as used N. B. and going down the next 10 feet add 1 shilling per foot more — Do. for the third 10 feet add 2 shillings per foot more --Do. for rhe fourth 10 feet add 3 sbil- lings per foot more— Do. for the fifth 10 feet add 4 shillings per foot more and bricking up new wells, depth only considered to 25 feet deep, per foot. O Do. l shilling per foot depth extra, for every io feet deeper, and in some cases more, according to the strata of earth, ^gg^g subterraneous tunnels for the passing of barges on canals to keep the water level, which is a great saving of the expence of locks and time, is the most various as well as the most difficult, it chiefly rests on the 9 o L. s. D. L. S. B 0 0 4 . 0 0 5 0 0 6 0 0 6 0 0 8 0 0 9 0 0 9i 0 1 0 0 1 6 0 1 io 0 4 0 0 5 0 o 3 9 0 4 6 0 4 5 0 5 6 o 5 6 0 0 0 0 5 10 o 7 6 0 6 6 0 9 0 O IO 6 48 BUILDER’S 'NEW PRICE-BOOK. nature of tlie soil or state of earth, which must be perforated through, some being a rock of stone, as Sapperton tunnel, which unites the Thames with the Severn, in the county of Gloucester, and cost about 8 guineas per yard cube. Others are loose stones ; clay and earl If, like the tunnel under Hare-castle, in Staffordshire, which cost about 3l. 10 s. per yard cube ; but it must be observed that labour as well as materials are full one-third dearer now than when that first famous tunnel at Harecastle in Staffordshire was completed by the great Mr. Brindley ; and, ex- clusive of what it cost otherwise, it must be in a great measure discretion- ary 5 but from ] 2 d. to l 6 d. per yard, ge- nerally wheeled to the tunnel’s mouth for every 100 yards in length of wheeling. The carting afterwards is according to distance, as is the depth to raise it to the top. The tunnel intended to be carried under the Thames from Gravesend, in Kent, to the opposite shore, in Essex, Mr. Dodd, the engineer, states to have cost 1 2 l. per yard, running measure. If the # engineer means so much per yard, digging and taken away only, it is greatly too much, but if to dig, take away, and turn the whole cylinder over with stone, as his estimate states, it is vastly too little, for the turning over the cylinder only with key stones, according to his own proposition, will cost per yard, run, above The digging and wheeling to the mouth of the tunnel Is. ( 5 d. to 2 s. per yard cube, for first 100 yards, and add Is. per yard cube for every 100 yards in length, wheel- ing after to mouth of tunnel, when there is to raise more 0 If 70 or 80 feet to the top of the shaft .... 0 And then cart away according to the distance O of carting 0 Average last 20 yrs. L. S . D, 1805. L. S. D J 5 2 4 3 6 6 3 40 0 O 0 2 0 0 3 0 0 4 6 0 7 6 MASTER E RICK LAYER’S WORK. 49 \ f' BRICKLAYERS WORK. * LABOUR AND MATERIALS, Average last 20 yrs. MEASURED WORK AND PRICES. L. S. D. New brick- work, with all place bricks laid dry, as in wells, cespools, &c. will take 4/36 bricks to the rod of reduced brick- work, at per rod, labour included 8 12 9 Do. in party walls, will take 4243, at per rod reduced Q 11 6 New stock brick-work laid dry, will take 4675, per rod reduced. 9 16 0 Do. do. to a flank or party wall will take 4407, per do. do 1 1, 4 Q Do. picked, the best for outside, and laid in a close joint, and a good workmanlike man- ner, 4 course to rise 1 1 inches and a half. will take 4660, at per do. and jointed. ... 11 18 O And the above finished with a neat flat joint, and jointed, one half-penny per foot on the surface, for extra labour and mortar. Do. grey stock brick-work, called seconds, in a good sound workmanlike manner, with the best picked for outside, and a very close joint, 4 course to rise only 1 1 inches and a quarter, and the wall 4 bricks thick will take 4722, at per red reduced 11 IS 6 And the above finished with a neat flat joint, and jointed, one penny per foot on the sur- face, extra labour and mortar. Garden wall, 1 brick and a half thick, wdrk fair both sides, close joint, as do. with picked stocks, and allow the bricks at prime cost j bricks and jointed, and no allowance for the neat joint, will take 4660 bricks..., 12 11 6 1805. L. S. D. 11 1 9 12 10 o 12 16 6 14 10 0 15 10 O 19 18 9 1 6 6 6 50 builder’s new price-book. « EXPLANATION TO THIS PRICE. N. B. This appearing a large price for a rod of brick-work, it is necessary to explain it. It will take 4660 picked grey stocks, with a close joint, to Twenty per cent profit on the prime cost of materials s . "C - • do. work would now come to 8l. 1 5s. per rod. THE OLD PRICE, 30 YEARS AGO. o> labour Average last 20 yrs. L. S. D. New fronts, faced with best malm stocks, the inside common hard stocks, at per rod 14 O O Do. is worth per foot extra, super, on the face 0 0 3 Do. extra cutting, taking bricks to a length per foot, sup. O O 1 Do. only in small fronts, per foot, sup.. .012 Or do. per rod, reduced. 16 4 0 . 9 .16 0 . o 18 9 . 0 12 6 . 1 15 0 . 0 5 0 13 7 3 t 2 13 4 16 0 7 b , 5 2 9 . 0 13 6 . 0 7 6 1 10 0 0 3 6 7 1 17 3 J 4 0 9 1 3 1805. L. s. D. 19 0 0 0 0 6 0 0 if 0 1 6 10 8 0 MASTER BRICKLAYER’S WORK. Average last20yrs. dl ms. L. S. D. Or do. at per do. reduced & picked stocks 11 10 O Or do. at per do. reduced common & place 9 1 1 6 Dwarf or front court walls for iron railing, or small, offices, 1 brick and a half thick, $ and fair on both sides, and 4 course not to rise above 1 1 inches and a quarter, with the best malm stocks,, and the best of mortar, at per rod, reduced, and filled in with common hard stocks ...12 10 0 And do. is worth extra super on the face. .003 l. s D. 13 1 6 6 10 12 O 31 7 U 0 O 6~ EXPLANATION OF THIS GREAT PRICE. It will take 4750 bricks to a rod of this kind of work, two thirds malm stocks, and one third common hard stocks. 3167 best malms, at 61. per thousand. 3 583 hard stocks, at 2l per do, ...... ... One hundred three quarters of lime, at 12 s. 6 d. ..... Two loads and a half of Thames sand, at 5s per load. . Workmanship Use of scaffolding and utensils T wenty per cent profit on prime cost. 38 w 9 3 3 G I 1 10 k 0 12 6 2 0 0 0 5 0 26 2 7 L 5 4 6 31 7 And the above finished with a neat flat joint, and jointed, three-half- pence per foot on the surface, for extra mortar and labour. N. B. On account of the late act and advances on bricks, all but the malms do. work would now come to 32l. 15s. 7 -|d; Average last 20 yr-s. 1805. Common grey all stocks, laid rough, and not jointed in walling, or internal walls, at per rod, reduced I Do. | stocks and \ place, do Do. \ stocks and \ place, do Do. ^ stocks and f place, do. Fronts best seconds, to be faced with, bedded and taken to length, and a very heat flat L. S. D. L. s. D. 11 0 3 13 12 6 io 11 0 13 2 0 *9 9 6 32 li 0 0 0 6 11 38 0 52 builder's new price-book. Average last '20 yrs. . L, S, D. jpint, and to rise 4 course only 11 inches and f per foot, superficial, laid in same best mortar, and finished going on. .... . 0 0 3 When the work is done in this manner the workmanship, mortar, and scaffolding, is worth, per rod reduced, exclusive of the price allowed for face work 3 10 O Do. if pointed and perpends kept, per foot superficial . 0 0 4 And do. per foot super extra, cutting, taking bricks to a length 0 0 0\ JDg. faced on one side with the best malm stocks, per foot extra, superficial, after re- - duced to the rod. O 0 A\ Do. faced with the best seconds after do. do. 0 0 3^ Old fronts to houses, the bricks to be allowed for the pulling down, and faced with the best malm stocks, scaffolding, labour, old bricks, and mortar included, at per foot superficial on the face, laid with a close joint and jointed . 0 0 Qj Do. and faced with the best seconds, and do. do. do . . . . 0 0 8f Do. and faced with picked grey stocks, and do. do. do 0 0 6f Where bricks are gauged and axed off to lengths for perpends, per foot, superficial. . 0 O If N. B. All curve or circular walling to be paid extra, on the face, superficial, per foot, and one half extra for labour 0 0 2f Observe, if the taking down and cleaning the old bricks is charged day work, and grey stocks is found by the bricklayer, the outside must be taken two-thirds of a brick, and called pick t stocks, at per foot superficial 0 1 O Or do. at per rod 15 5 O The remaining thickness of the wall when the two- thirds facing is taken off, and the inner part is to be valued as labour and mortar only, at perrod, 3 18 g MASTER BRICKLAYER’S WORK. 53 Average last 20 yrs. i 1S05. L. N. B. The carting away the rubbish to be paid for extra. Cutting and dubbing out, for plastering or flat pointing over old walls, per yard. . . . Old brick- work to houses to pull down and use up what are good and sound, the old bricks are worth, per rod reduced standing Erick work to party walls, as the act allows, per rod. Nt B. Materials and labour having greatly advanced since the act passed in 1774, it is usual to allow an extra price, according to the work, by the surveyors, usually about 12l. per rod, but on account of the late act and advances on bricks, cannot be less than I3l. per rod now. N. B. Clearing and carting away rubbish charged extra. Mortar and labour to brick-work, scaffold ing and utensils included, at per rod, re duced And if with very good mortar, and a neat close joint and jointed. . . . 4 Do. all old brick-work, only faced with new bricks, per do ; 4 N. B. The same if all old bricks, and if only one brick, or one brick and a half walls. Parapet walls, chimney shafts, &c. pulled down and using the old bricks, and made good with new stocks, the quoins and top, scaffolding and mortar included, at per foot Underpining with ail old bricks, 4 course, I brick thick, at per foot run Do. with all new hard stocks, at per foot run Cutting and pargetting, chase or indent, per foot superficial Bedding and fixing sadi frames and door ca- cases, in lime and hair, according to size, from Is. 6d. to 2s H S, D. 0 1 1 2 10 0 7 32 6 7 0 16 6 o o O 6 L. S. D. 0 16 3 6 O 7 15 @ 4 4 0 4 10 O 4 16 O 5 0 0 0 0 9} 0 1 0 0 0 10 0 1 1* 0 0 6 ! 0 0 9i 0 0 11 0 1 2 0 0 2| 0 0 H 0 3 0 0 3 6 M builder’s new price-book* Average last 20 yrs. L. S. D. 4 9 1 O 0 9\ o o O 0 0 o Venetian doors or windows, bedded in lime and hair, according to size O Working up front window with stocks, scaf- folding included, per foot reduced O Kitchen ranges, grates, and coppers, faced with new stocks, per foot reduced O Ovens, 8 feet deep and seven wide, and square breech, will hold 8 bushels of bread ; and if the bread is set close, 6 feet 6 inches wide at the breech, will hold B bushels of bread ^ Do. 9 feet deep, and 7 feet 6 inches wide, and square breech, will hold 10 bushels of bread ^5 Do. 10 feet deep, and 8 feet 6 inches wide, and square breech, will hold 12 bushels of bread. . 43 And so on in proportion to 20 bushels, or reduce it for less than 8 bushels. Ditto to measure three different ways. First measure from the foundation to under the Roor of the oven solid, all new, at per rod reduced, deducting the ash-hole. ... 10 The bottom, if paved with oven tiles or Welch tiles, per foot superficial. . . . 0 The crown, without any deduction on ac- count of the extra trouble, and with paving bricks, per rod reduced. 15 10 Whole 3 inches stone bottom, of Ryegate, at per foot superficial O Slit ditto, inch ditto 0 Search of ditto, at per foot run 0 Keyed in with a Ryegate key stone. . . . . . . O 9 ^ B, The brick-work,with the best Chile s- ViU paving bricks, to the crown only of an oven, if measured nett by itself, is worth, per rod ....... And ditto, per foot super extra on the internal face, well stopped. ... A new red oven, tile bottom, and a new crown, with the best paving bricks, ana the 5 0 1 4 O 9 1 6 C 0 0 c 0 0 180 a. L. s. d. 0 5 6 0 13 O oil 32 0 O 40 O O 50 0 0 12 10 O 0l6 18 10 O 0 2 0 4 0 1 3 I 0 2 0 f 0 10 6 ) 26 0 0 ) 0 0 § MASTER BRICKLAYER'S WORK. Average last 20 yr?» S£ 1805. L. S. D. L. S.- XJc search with Welch lumps to a 12 bushel ‘oven, will cost, at a fair price, as bricks are advanced 25 JThe turning 4 inches of brick-work with a close joint, and old iron hoops to work in, to be paid for extra To make the oven keep the heat, is to bring up the sides almost streight from the haunch to near the door frame, and then give it a sudden turn or check to the O mouth, as sharp as at the haunch. If a stone bottom, or search, that must be measured by. itself, and charged accord- ingly, but not deducted out of the brick- work, at per foot running. The bottom at per foot superficial. The second way to measure an oven is, to take the whole burr, cube it, and deduct 1-gtli, and divide the remainder by 272 to reduced brick- work, at per rod 12 Thirdly, measure the whole burr solid at per foot cube, and no deduction 0 K. B. Any oven maybe built at per bushel, ^ according to situation, as if built singly by itself, or assisted by old walls, or new J ^ Respecting measuring ovens, coppers, or -other work of that kind : take the whole dimensions in cubic feet, and deduct the ash-hole only ; then multiply by 8 and divide by g ) which reduces it into one brick and half work. To construct an oven to heat with coals : let the frame and door be about a foot square, like a copper door, and the bars about 18 or 20 inches long, and level with the bot- tom of the oven : and let the flue be about 18 inches square, for the fire to shoot slanting into the oven, at the shoulder, so as the fire to fly right up the crown, and ■ centre and spread to the haunch, and all Ijpund j and let a register be fixed in the 0 o o O 10 id 16 e o o i 10 15 0 o 4 0 . / : fjWM - 56 . builder’s new PRICE-BOOK. Average last 20 yrs flue, and the copper to be fixed 5 or 6 inches on or over the furnace, so as not to get too hot, as warm wafer is always wanted in a bake-house ; let the register be fixed within a little of the flue’s en- tering the oven, and rise slanting, which, being stopped, when the oven is heated enough, goes into the funnel or chimney of the oven. In mending bottoms or floors of ovens, the cutting out and making ready, day-work at an extra price, on account of its diffi- culty and dangerous heat, Oven tiles 3 inches thick, or Welch tiles, charge each., . . o I 4 If the 3 inch red oven tiles, the top is rubbed, squared, and ganged, each. v. .......... o 1 7 In 1785, an extraordinary well-built, twelve bushel oven, all materials new, Welch tile bottom, with stone search, and the crown turned over with the best paving bricky from Child’s-hill, measured, and at a fair valuation.... 38 6 6 Do. would cost now . N. B. The three different ways of measure- ment came within 18s. N. B. The height of the crown of a twelve bushel oven should not be less than 12 in- ches, nor more than 20 inches, nor should rise 3 inches higher than the top of the oven frame, and not exceed 4 inches. DRAINS. Drain, 2 feet diameter, in clear, barrelled with 9 -inch stock brick-work all round, at per foot running. # , . o 6 © N. B. If reduced to the standard thickness of one brick and half, it is worth, per foot o O g\ MASTER BKICKtAYfeR’s WORK. 57 Average last 20 yrs. S. 10 LABOUR AND MORTAR TO DRAINS* Per foot run. Drain 2 feet diameter in clear, barrelled with q inch brick-work all round, per do...... o Do. 18 inch do. do. do O Do. 14 inch do. do. do* ... . O Do. 12 inch do. do. do 0 Do. common flat paved bottom, 4 inches, 1 brick sides, 1 foot 6 inches wide, turned over two 4 inches, per foot run ......... O Do. 14 inches wide, do. do. do O Do. 12 inches wide, do. do. do'. 0 Do. 9 inches wide, 3 inch sides, 3 course, arched, 4 inches paved flat, do O All digging, centring, and filling up, to be charged extra. 3 3 2 O 2 2 1 1 1 1 1 O D. o 3i 4| 7i L. Or at per rod f .. . 11 Drain, 1 foot 6 inches diameter, barrelled and turned over and under two 4 inches, * all hard stocks, and good mortar, per foot run . . . : 0 Drain, 9 ! 4 inches do. wide, do. O Ditto, 12 inches, do. wide, do O Ditto, other common drains, with bottom paved, curved sides, 1 brick thick, and straight, 1 foot high and l foot wide, arched over two 4 inches, all hard stocks, at per foot run O 2 3 Ditto, 9 inches wide, and 4 inches all round, do O 1 Do. 1 foot 6 inches wide, and 2 feet high, straight sides, 1 brick thick, flat paved at bottom, and turned over two 4 inches, all hard stocks, per foot run O Do. 14 inches, do O Do. 9 inches wide, 9 inches high, 4 inch sides, paved at bottom, and arched top, per foot run * O Do. 1 foot wide, 4 inch sides, arched, per foot run O 4i i L x 2 0 1 o X 3 1 9 6 3 4 O 9 0 5 1805 . L. S. D. 14 10 O O 4 Q 0 4 6 0 3 Q 0 2 9 % v O 1 6 0 3 6 O 2 6 0 12 0 14, 0 2 4 0 2 0 0 19 0 l 6 0 18 O 1 2 Oil 00 g I builder’s new price-book. £8 Average last20yrs. BRICKNOGGING. B,?icknogging, with all place bricks, 4 inches, per yard superficial O Do. edgeways, do* . »« O Do. do. with hard stocks, do. O Do. with hard stocks, 4 inches, do O Do. 4 inches, mortar and labour only, do. . . O N. B. The wood quartering not deducted. PAVING. Paving, with new foot tiles, in mortar, per Do. with new paving bricks, flat in mortar, do. x j ' w w w • » * ^ ° ’ Do. with new paving bricks, flat and dry, in sand, do . . Do. do. do. on edge, do Do. best new hard stocks, called pavers, flat 1305 . Ly s. Jl J 7 - - - - Do. do. do. on edge do. do ....... . Do. with new common hard stocks, flat in N. B. The mortar and labour the same as above. 355 stocks flat will pave a square, or 100 superficial feet. Paying with Dutch clinkers on edge, sand D. 1 8 2 1 2 2 11 1 3 al ^2 L, S. D." o o o o o 2 2 3 3 1 O o 6 6 0 5 3 0 6 0 0 2 0 3 0 0 4 n 0 5 6 0 2 0 0 2 3 0 2 11 0 3 5 0 5 6 0 6 0 0 1 2 0 1 a 0 0 10± 0 1 2 0 2 4 0 2 10 0 4 aL 0 5 6 0 4 0 0 4 a 0 4 0 4 10 0 0 H| 0 1 2 0 0 iof 0 1 0 0 1 8 0 2 a 0 2 11 0 3 a 0 2 1 0 2 a 0 3 iO£ 0 4 a 0 1 6 0 1 9 0 2 3 0 2 9 0 7 9 0 10 a 0 0 0 Q 3 MASTER BRICKLAYER’S WORK. Average last r 20 yis 180 L, S, New ten inch tile coping, per foot run. . . . O O Do. brick on edge, with two course of plain tiles under do. do O O ^Observe, 32 stocks paved flat, 48 on edge, 144 clinkers, 36 paving bricks flat, and 72 paving bricks on edge, 9 foot tiles and 13 ten-inch tiles, will pave a yard. POINTING. Tuck and patt, with a neat joint on new work, with the perpends regarded, mortar, scaf folding, and labour included, per foot su- perficial 0 O Do. with random perpends, but neat joint, do 0 O Do. to old fronts, labour and scaffolding in- cluded, do. and well stopped and raked. . 0 O Do. to ditto, and coloured down, the arches cleaned, and neatly drawn, do O O N. B. All cutting out and making good, 2d. per foot superficial extra, or by the -day, and charge stuff and time. Flat joint pointing taback fronts, or flank walls, scaffolding, labour and mortar in- cluded, per foot superficial .0 O Do. to garden walls, do. O O Flat pointing in terras 0 O RUBBED AND GAUGED WORK ’ SET IN PUTTY. Straight or camber arches, bevel scheems, or plaiirfacio, neatly cut square, and set well in putty, per foot superficial .0 2 Circular, semi-circular, or Gothic do. do. . . o 2 Elliptical, Venetian, or OG Gothic do. O 3 Bodies of niches, circular, do 0 3 Crowns or heads of do. do. q 6 Poll block to ditto, carved with shells, & c.'O 10 Elliptical bodies of niches, per foot super. . . . O 5 Crowns or heads to do. do O 6 Poll block carved to do ... 0 12 Astragal cut to spring from, per foot run, do. 0 3 N, B. It will take 10 to 12 bricks to cut the face of a foot of work in the body of a cir- 6 5 7 8 3 9 o 3 9 0 6 6 10i L, S, o o o o o 0 0 0 0 o 0 0 o o o o 0 o O 2 O 3 O 4. O 3 O Q O 16 O 5 0 10 O 18 O 2 So builder's new PRICE-BOOK; Average last 50 yrs. cular nich on a semi-circular plan, and 12 to 14 to face a foot in the head or crown. N. B. Tt will take 12 to 14 bricks to cut the face of a foot of work in the body of an elliptical nich on a semi-elliptical plan, and 1 6 to 18 to cut do. to the head or crown Tuscan cornices, with mouldings and straight, set in putty, per foot superficial . * 0 Dentil cornice, mouldings, & c> do. do O Rubbed and gauged brick-work to face stoves, ovens, coppers, &c. or impost cut square and set well, to piers for gates, per foot super. Jvl. B. The rubbed and gauged work is not deducted in measurement, nor price, out of the brick-work per rod, although paid for extra. RUBBED, GAUGED, AND SET IN MORTAR. Return splays, 4 course to a foot, per ft. run O Red do. do. do. o Ditto to quoins, clipped both ways, header and closer, do. . 0 Red facio, or foot lace chamferred do 0 Quoins, quirked or beaded, do O Groins with red rubbers, or picked seconds, do. cut and rubbed fair 0 Or at per rod reduced io And the soffeet or underneath, to bewellstopt and pointed with a neat flat joint per foot super q Rough W elch straight cornice, project two course, per foot run O Do. do. do. 3 course do. O Do with head projecting blocks, 1 straight course under, and 2 course over do O Do cut and gauged, and set well and close in mortar, to front or pediment, 4 course projecting do 0 New foot tile to cover- do. extra do. ....... o Mortar and labour, bedding stone, plinths for bases to story posts of coach-houses, stables, &c« each s . 9 O s. O o o Q 0 0 0 D. 3 9 4 5 O l g 41 2 *1 Ql ^4 y i / 4 o 9k 14 6 H- H O 4i o 7 0 10i O 8 o 7 1805. L. S. D. 0 4 3 Q 4 10 0 2 0 0 0 5 0 0 6 0 0 8 0 0 4 0 0 8 O O 11 16 O O 0 0 2 0 0 4 0 0 5 0 0 8 0 10 009 0 0 8 6l MASTER BRICKLAYER’S WORK. Average last 20 yrs. L. S. D. Outside splays, and birdmouths, cut fair, and rubbed, per foot run , . , 0 O 3\ Inside do. rough do.. . . . . . 0 0 1^ 'rendering and. working in TERRAS. Grey stock brick- work laid 9 inches in ter- ras, per foot superficial O 1 3 Do. laid 4 inches in terras, do O O lOf Labour and terras only to do. O O 6 ^ Foot tiles bedded and set in terras, on edge, per foot, do.. 0 13 Ten inch do. do. do 0 1 O Plain tiles do. and rendered over with terras, do O O 9 \ Rendering only with terras, do 0 O 3^ Flat pointing in terras, do. .............. O O 4\ GALLEY TILES. Common white set in fine stuff, per foot su- perficial O 1 5 Blue and white do. do. do O 1 8 Do. or brown and white real Dutch, do. ... 0 1 10 Old do. taken down, cleaned, squared, and reset, do O O 8 I PANTILING. New pantiling, bedded and pointed inside and out, with lime and hair, per square ..113 g Do. pointed inside only, do 1 10 6 Do. pointed outside only, do 18 6 Do. laid dry with hyps and ridges, laid in lime and hair do 1 7 O iPantile heading and filletting, laid in lime i and hair, per foot run O 0 2 Old pantiling ripped, new lathed, and retiled j with old tiles, bedded and pointed outside, lime hair, per square O 14 O Do. do. new lathed and laid dry, do O 9 6 Labour, lime, and hair, pointed inside, do. .080 Do. do. do. outside, do. O 7 6 If any new tiles are used, to make a charge pf them separate. 1805 . I.. S. D. 0 O 4 0 0 2 0 16 0 1 2 0 O Sf 0 16 0 12 0 Oil 0 0 4 0 0 6 0 1 6 O 1 10 0 2 0 0 0 9 118 6 1 15 O 1 12 6 1 12 O O o a O 16 9 011 a 090 0 8 0 62 builder’s kew price-book. Pantiling, finding laths, nails, lime, and hair, English black, glazed pantiling, & pointed inside and out, with lime and hair,, per Do. and laid dry, hyps and ridges, in lime Real Dutch, glazed tiles, none to be had. N. B. 150 to 165 pantiles, 1 bundle of pan- tile laths, and 120 of 6d. nails, will com- plete a square of pantiling. PLAINTILING. New plaintiling on double hr laths, per square 2 Do. with oak laths, and 4d. rose nails, do. . 2 Plaintile heading and hlletting, or creasing, laid in lime and hair, per foot run. ..... 0 Old plaintiling ripped, new lathed, and re- tiled, per square, with all old tiles, labour, mortar, laths, and nails 1 Do. and allow 100 new tiles to a square, do. 1 Plastering the gable, or verge, per foot run. 0 Beam filling with new place bricks, per foot run. N.B. The quantity of mortar usually re- quired to every square of tiling, is three bushels of lime and six bushels of sand, well mixed. Plaintile laths are those of 5 feet long, 5 score to the bundle, and those only 4 feet long, 6 score, and of double fir or oak, the same. The lathing of the roof is different according to its pitch or rise in height, at a 6 inch, inch, 7 inch, and 8 inch gauge, with a counter lath between the rafters, if a foot or more distance from each other. N. B. When it is a kirb roof, the gauge of the lathing of the kirb part is 7f inch or 8 / inch gauge, the other part, according to 3 7 1 5 o Q 0 0 0 O 3 0 0 oi Z 2 H age last 20 yrs. , 1805. L. S. D. L. s. D. 0 14 0 0 16 0 2 10 0 2 16 1 0 2 7 0 2 13 0 I 2 4 0 2 10 0 2 16 Q 2 18 0 0 0 4 16 0 1 10 O 0 0 3 0 0 A\ 11 ; MASTER BRICKLAYER’S WORK. 63 w its pitch or sharpness, 6 inch, 6\, or 7 inch gauge. * The quantity of nails required to nail on one I bundle of 5 feet laths, are 500 of 4 penny, and to a bundle 4 feet long 600, and 6 score to the hundred. A square of tiling is 10 feet every way, or 100 superficial feet, and requires from 650 to 760 plaintiles, and a bundle of laths, ac - cording to the gauge; and there should be half a peck of tile pins, at least, to every square. All nails used by bricklayers to be charged 5 score to the hundred by name, that is, two- penny nails, two-pence per hundred; three- penny nails three-pence per hundred; four- penny, four-pence per hundred; and six- penny, six-pence per hundred, &c. &c. MASTER BRICKLAYER’S DAY-WORK PRICES. Bricklayers, from Lord Mayor’s day to Lady-day O Labourer, do. O Bricklayer from Lady-dayto Lord Mayor’s f O _ da y Labourer do 0 Bricklayer an hour O Labourer, do O Lime sent in by the hundred, and so charged 0 A bag or basket of lime O A load of sand A basket of do O A load of mortar , O A hod of do j A load of lime or hair, and pargetting 1 A hod of do q A hod of pointing mortar O A hod of terras 0 j Windsor loam, per bushel O | Ditto, bricks, or fire bricks, per hundred, or Chalfont kiln - ^ q Wd,ch fire bricks, do q Average last 20 yrs. L. S . 'D » 1805, 4 1 n ® S • D» 3 9 0 5 0 2 4i 0 3 0 3 6 0 5 6 4 3 0 6 O 2 9 0 3 6 0 5 0 0 6 0 2f 0 0 4 14 0 0 1 6 O 0 101 0 l O 5 3 0 6 O 0 ol 0 0 3 15 0 0 18 O 0 0 0 7 3 6 1 5 o 0 9 0 0 10 1 0 0 .1 3 6 12 6 19 0 0 O 5 1 0 1 6 6 l 9 o 64 builder’s new price-book* I Average last 20 yrs. P er single do. fire brick Best malm stocks,, do. per hundred Seconds, picked, do Best picked grey stocks, do Hard common grey do. do Place bricks, do Paving bricks, do. Bed kiln burnt stocks, do Bed or malm rubbers, do..' Bed rubbers from Chalfont kiln, per do.. Dutch clinkers, do. Pantiles, do Plain tiles, do Pantiles, each single, under iQO Bidge tiles, each . Glazed pantiles, do Oven tiles, 3 inches thick, do. . Welch oven tiles, do Foot paving tiles, do Do. per hundred * . . Do. sink tiles, with five holes, each . . . Ten inch paving tiles, each Do. do,*per hundred Do. sink tiles, 5 holes each.. Blue and white galley tiles, do White do. do Fir laths, per bundle, single ......... Do. and nails Double fir laths, per bundle Do. and nails Oak laths, per bundle Do. with nails . . . s Double oak laths, per bundle , . Do. oak laths, with naiis. . . . Twelve foot pantile laths, per bundle . . . Do. with nails Ten foot pantile laths, per bundle ..... Do. with nails Hyp, hooks, and nails, each T nails for hyps and ridges, each Tile pins, per bushel Hair, per bushel L. s. D. L. s. D. ... 0 0 2 0 0 3 ... 0 6 6 0 14 0 ... 0 7 0 0 9 0 .. 0 4 0 0 6 Q 3 9i 0 5 6 3 0 0 4 6 6 10 0 8 0 6 6 0 8 0 . . . 0 9 0 0 14 6 12 0 0 1 6 6 . .. 0 3 9 0 5 6 11 0 0 13 6 j . . . 0 4 H 0 6 6 .. 0 0 2 0 0 2§ . . 0 0 ol 0 0 . . 0 0 3 0 0 3f j . . . 0 1 4 0 1 4 .. 0 1 2 0 1 6 . . 0 0 H 0 0 . . 0 0 0 2 10 0 | . . 0 0 6 0 0 10 . . 0 0 H 0 0 t V 4 . . 0 0 0 1 5 0 0 6 0 0 8 1 . . . 0 0 0 0 6 . . 0 0 2 0 0 4 j .. 0 1 10i 0 2 6 .. 0 3 O 0 3 6 . . 0 3 6 0 4 9 i *. 0 4 4^ 2 0 5 9 i . . 0 3 6 0 4 9 4 4 0 5 9 .. 0 5 6 0 6 9 1 .. 0 6 6 o 7 - 9 . . 0 3 6 0 4 o . . 0 5 0 0 5 6 . . 0 2 9 0 3 6 3 6 0 4 6 0 71 0 1 O . . o 0 2 0 0 n 2 6 .0 3 6 2 AJL ^2 0 2 9 JOURNEYMEN BRICKLAYER’S WORK. 65 Average last 20 yrs. L. Basket of tile heads. O A new white basket O A common unpeeled do. ..... . 0 Large size chimney mould, with tin vane on top, and setting 0 Do. double bracket chimney mould, and do. O Do. bracket, or hoveled and armed, do &. do. O Do. plain hoveled do. and do „ O First size large mould, and plain, and do. . 0 Second do. do. and do. ............... O Third do. do. and do 0 Fourth do. do. and do O Sugar moulds are sometimes used, each . . O Rubbish carted away, per load, single load O Clay, per load, for vaults, delivered. o Claying vaults, 6 to 8 inches thick, per yard O Soil, emptying and carrying away, per ton 0 N. B. The cubic feet in a bog-hole divided by 18, and the quotient is tons. They always charge a ton for any small quan- tity over that is taken away. JOURNEYMEN BRICKLAYER’S TASK- WORK PRICES, LABOUR ONLY. Building new brick-work, according to its thickness, goodness, and value of work- f l ' manship, per rod 1 1 Do. and to find all scaffolding, do. ^ J Do. if a front only, and scaffolding do. / 1 Old brick-work to be taken down, and the old bricks used in the building again, per rod 1 10 The clearing away to be paid for extra. New brick-work, with a circular or ellipti- cal bow, neat close joint for pointing, per foot super, on the face extra q O And if laid in good mortar, as do, and jointed do,. . q q Tuck and patt pointing and stopping to new fronts, and the perpends regarded, per foot superficial...,. q S. D. 0 6£ 1 9 O 10f 17 6 13 6 11 3 10 O 8 O 6 10 5 6 3 9 2 O 4 3 6 3 2 Q 6 o 12 14 16 18 16 1 O 0 6 6 O O 4 4 O 3 1805. L. S. D. oo 9 0 2 0 0 13 1 1 O 0 15 O O 12 6 OHO 0 9 0 0 7 9 0 6 6 4 6 2 5 7 3 7 o o o o o 0 6 6 6 6 O 2 0 0 2 VO O 2,5 0 2 15 Q 2 10 O 1 12 6 0 0 2 0 0 3 0 0 3 68 builder's new price-book. Average last 20 yr%i L. S. D. N .B. Fronts, or walls on a circular, elliptical, or swelling bow plan, are worth more than straight work of the same sort, per rod O 6 3 Do. and do. random joints do. O O 2 Do. and do. to old fronts, and scaffolding do. 0 0 4 Do. and do. do, and coloured, and do. do. .003 All cutting out and making good by the day, or per foot extra O O * 2 Flat joint, pointing and scaffolding to fronts, back fronts, or flank walls, per foot. . . . O O 2 If coloured, add per foot id. or l|d. accord- ing to the work. Do. to garden walls, per foot. 0 0 1 New pantiling, and pointed outside, lime hair, per square. . . O 3 9 Do. do, do. and inside do. do ...O 5 6 Do. laid dry, hyps and ridges, in mortar do. 0 3 0 Plaintiling, per square. O 5 6 Run of plain tile creasing, per foot run. . . . O O 1^ Bricknogging flat, or 4 inches, at per yard 0 0 5^ Do. on edge^ .......0 O 4 N. B. The quarters measured in. Paving with Dutch clinkers, per yard. ... 0 0 10 2 Do. brick paving, flat and dry, do O 0 Do. if paved in mortar, do . . O O 6 Do. brick on edge paving dry, do. .0 O 6 Do. laid in mortar do. . . . . , ............ O O 8 Gauged, straight, or camber arches set in putty, red or malms cut well and square, ^ per foot superficial. . , 0 O 10 2 Do. circular, semi-circular, or Gothic do. . 0 1 3 Do. Venetian, elliptical, or OG. Gothic do. . 0 18 Do, scheems, or circular arch in a circular, swelled or elliptical, bow front, do. ..... O 1 8 Do. circular or scheems solid 9-inch so f- feets, and cut up 9 inches, do O 1 8 Rubbed and gauged brick- work to face, stoves,ovens, coppers, sides of ranges, gate piers, &c. set in putty, per foot superficial 0 O 10 2 - Do. and laid in mortar, do. . . 0 0 5 Old arches taken out, cleaned, and reset, at per foot superficial. 0 0 10^ 1805 . L. S. D. O 10 6 0 0 3 O O 3\ 0 0 4 0 O 1§ 0 0 2 O O If 0 4 6 O 6 6 0 3 6 0 8 0 0 0 2 0 0 7 0 0 5 0 12 O O 6 0 0 7 0 0 / 0 09 0 1 S O 1 6 0 2 0 O O 1 1 6 6 0 1 o 006 0 10 . JOURNEYMEN BRICKLAYER’S WORK. or Average last 20 yrs. L. S. D. Rubbed and gauged bodies of niches, circu- lar and set in putty, do. .... O Do. heads or crowns to do. do. ......... O Do. poll block to do. carved or fluted, or shell..... v O Do. elliptical bodies, gauged and set in putty, do O Do. heads or crowns to do. do.. O Do. poll block to do. a shell, or carved, or fluted, do 0 Do. astragal to spring from, per foot run to do. 0 Rubbed returns, outside splays, . birds’ mouths, foot lace, impost, or facia, laid in mortar, per foot run, 4 course 0 Do. only axed off, and rough, for inside . . O Rubbed and gauged Tuscan cornice, straight mouldings, set in putty, per foot superficial 0 Do. dentil, do. do. do . O Do. Tuscan, cut and set in mortar, do. . . . 0 Rough cornices, five course for composition, plastering, project one foot, per foot run 0 Rough groins axed off and rubbed, red or grey do 0 Labour, turning over groins, per rod. . . . , . 1 Welch cornice, rough, 3 course projecting and straight, per foot run. ...... . . . 0 Do. block cornice, do. 4 course do. and both set in mortar do. O Do. circular or elliptical arch, and set close in grout or fine mortar, per foot superficial O Do. common arches axed do. do. O Tym feet in clear barrelled drain, g inches brick-work ail round, at per foot run. . O Drain, 18 inches diameter, barrelled, turned over and under 2 four inches, per foot run 0 Do, 18 inches wide, 1 brick sides, 6 course high, 4 inch arch, and paved at bottom, do O Do. 14 inch do. do. 4 course high, and arched do O Do. 12 inch do. do. 3 do. do. do. ....... 0 Do. 9 inch do. do- 2 do. do. do. ......... O Do. 6 inch do. 4 do. do. do. . 0 1 3 6 0 9 6 2 3 11 O 6 O 6 10| o 0 1 1 1 0 o 16 o o o o *4 64 10 2 5 X 4* ^2 o o & 41 64 5 1 5 14 0 11 o o o G 8 4 3 L ° 2 1S05 L. S. D. 0 2 6 0 8 0 0 15 O 0 0 0 0 4 6 o 16 § 0 1 2 O O 0 0 2 O 1 9 0 2 Q 0 l 4 0 0 §4 0 0 6 2 10 O O O 4 \ 0 0 6 0 10 0 0 8 O 1 10 0 16 O 1 % 0 0 11 O O Of O 0 44. 0 0 9' V 68 builder’s new price-book. A FIRST TABLE OF THE VALUE OF BRICK- WORK, Reduced to one brick and a half thick, from 2s. lOd. per rod, to 20l. per rod ^ and from half a farthing per foot, to one shilling and six-pence per foot. Per Ft. Od.x A 4 1 2 3 4 Per Rod. 0 2 10 0 5 8 Oil 4 0 17 0 Per Ft. 6 d. X 4 1 2 3 4 Per Rod. j 6 16 0 7 1 8 7 7 4 7 13 0 Per Ft. 12d. 1 4 1 2 3 4 .Per Rod. 13 12 0 13 17 8 14 3 4 14 9 0 id. i % 1 2 3 4 12 8 18 4 1 14 0 l lg 8 /d. 1 4 X 2 3 4 7 IS 8 ■ 8 4 4 8 10 0 8 15 8 13d. 1 4 X 2 3 4 14 14 8 15 0 4 15 6 0 15 11 8 2d. l ' X 4 * Z I 2 5 4 2 110 2 l6 8 3'2 4 8d. i 1 2 3 . 4 91 4 '9 7 0 9 12 8 9 18 4 I4d. 1 4 1 2 . 3 4 15 17 4 16 3 0 16 8 8 16 14 4 • CO 3- 8 0 3 13 8 3 19 4 4 5 0 gd. 1 4 1 2 3 4 10 4 0 10 9 8 10 15 4 1110 15d. 1 4 X 2 3 4 17 0 0 1/5 8 1 / 11 4 17 17 Oj 4d. * : x 2 3. 4 • 4 10 8 4 16 4 5 2 0 5 7 8 lOd. 1 4 1 2 3 4 11 '6 8 11 12 4 1118 0 12 3 8 l6d. 1 4 1 2 ■ 3 4 18 2 8; IS 8 4; IS 14 Oj 18 19 8j ; 5d. I 4 1 2 X 4 5 13 4 5 I 9 0 6 4 8 6 10 4 l'ld. 1 4- X 2 '3 4 12 9 4 12 15 O 1'3 0 8 13 6 4 i;d. 1 X 2 ?, 4 19 5 4| 39 11 O ig l 6 8 20 2 4 And Is. 6d. per foot is 20l 8s* per rod. bricklayer's work. 69 • A SECOND TABLE OF BRICK- WORK. The number of rods contained on the superfices or face of the wall or building, from half a brick to four bricks and a half in thickness, and reduced to the standard measure of one brick and a half thick, being already cast up, there is nothing to do but multiply the length and height, and the table will give the true contents in rods, quarters, and feet, of the walk The wall reduced to one brick and a half. o' o~© olf^W^oo^oToooo T C/5 ^*2 o . — < u> r-O Met xf in .O *rs .0 X? 000 M CO C* T-t cr *6 © J-t a ^ c? o xf CM ooooooooooooooqoooooo r-H i-H th ©m ©M ©M GO CO CO GO xf< xf< q 10 CO -a o S-. o 0$ lOOiO^G'iO'OG^O^iNO O 10 o O N o xf G3M xj« GM xh ©I xf CM xf. Oi ^ xf CM CM H o c? H Q-CM H o H O El N O 01 rt o H O c^iooooofcooo^xfco o ©m xf' r>.ocM 1© oo q co m© 3i bricks. J O 0 ©M x? ^ CM O CO c r *-Q O — r~l S-. or *0 0 GM ^0 0 'CM 'O O CM 10 O 'CM ‘O O GT ‘O O CN O O ! CM ^ 'CM xf CM xf 4 CM xj« CM xJ 4 CM xf» CM x}< j *“ 1 CM O «— / CM O x - 1 OM O x-i CM O «~m C? O r-< CM O ■—< CM O j \ CM xj< Oi x- ^ CO 00 x-< CO ‘O C© O 'CM uo t> CO CM x? GO CC 4 “ 4 — 4 ~ * — • CM CM CM CM CO CO CO CO GO ^ xf» xf • CO 0*2 jooo M-4 O 0 0 0 0 0 c 0 0 0 0 0 0 0 b O 0 0 6 cT 0 * 0 » »— < 1-4 id CM O O CT 1 0 00000 0 00 oooooop 0,0 0 0 0 -d O H (M CM Xf< CO CX5 0 CM xf< CO 00 0 CM xf» CO 00 "O 4 ^ GO OD 0 cm i CO M —• — 4 XH r-4 —4 0 / CM CN> CM Cv CO CO CO CO CO Xf -^ ! • C/5 0*2 J 6 ifj CM O *C CM O ‘O CM O »© CM O >0 CM O -O Cm'"Q <5 CM O ! e-i Tf cm Xf CM X^ CM CM Xf< „■< xj< CM xj< CM 4 ^ CM 1 • 1-1 02 • 1-4 cr'r- co — 4 ■OM H O G) H 0 OI H 0 Cm t-4 O cm H O CM i ~1 O CM H O wte* "O _ _ — * GO ^ CO CO O x. icO OCOODO^OO^O'OCD O-^CO^O* O O »— 1 -X ^ x~ •— XV CNM CM X / > 0 / 30 CO GO CO i • m • Cs! to O CM » 0 > O CM uo O ov. to 0 -M 'O O CM ■■£+ 0 CM in O o> UO O 0*2 <44 ©M xf CM xf CM xf CM xji CM xf* CM ^ CM xf CM xf* j O %■* rO M xh ©M O CT 4 O ^ O x CM O H 'CMOx^O^CMO^OMO^OiO' CM -a 0 0 —« riCM^ioGOCOaOOMGO^'Ol>OOO^OMi?if 5 N 3 D l~l • f —‘ i—« r— ! »~4 — 1 T— * CM CM CM CM CM r 5M <>/ ! « q O O O «44 O 0 0 o; 0 >o 0 0 0, 0 0 0 0 0 0 0 O 0 o^'o’C ; * id rJ2 — < CM 00 c r 000 -ooooooooo.o 000000 00 HM 1H «*q 000 S — 1 f-iCMC0'^ l 0GON00C)Ox4 0?G0'ficON00OO-' X4 f-4 r—i 1 — < OM 0> * O Af5 CM O 0 ©M O “O CM 0 ^0 C* O 0 CM 0 to CM O -O CM c uC cv r C '» <44 Tf* *-4 ©M XT' CM Xf< CM Xf OM x*i ©4 xfi CM 4 " O • ^ M J3 01 O —4 CM CT 1 O} H C OI H 0 IM X O G? X Q j; -( G C'l X 0 Gl X 0 ' 1 - rrjOOO 1-1 0 -4 ©M CM GO X? xf uo - O GO i> 00 00 0^0 0 — CM ©M CO xf 1 1 — * — ‘ < •— 1 — < r~1 1 CM ic 6 ©> '© O ©) uo w ©M *0 O ©M uo Q ©M *©> O CM mo O CM ltOoT \ Jd 0-* ®M xj- CM xf CM Xf Cm Xh CM xj< ©M xfi ©M ©M^ i 1 O • »-« »-4 O O r- 1 CT* x Gi C xCJ O - CM O ^ CM O h Gj O h d O h q 0 ; ^‘OOO 14 j CO-4»- 00 GO h OM CG *0 GO N 00 ®o -4 ^ x4 r-iv- ' 1 — tr-4T-M«~-r- the length, by 8, the height, and the produce is 000 feet, the superficial contents of the surface of tbs walk Seek in the first column on the left hand of the table for 500 feet, and for 100 feet, which added together is 600 feet, against which, at 1 brick and a half at the top, you will find S,270, and 1,054, which being added together is 9,924, the number of bricks required at one brick and a half thick. ; v ) - | v ' A r • f ' EXAMPLE lio A How many bricks are required to build a piece of brick- work WO feet long and 15 feet high, and tw r o bricks and a half thick ? Mul- tiply as before, and 1,500 feet is the superficial contents ; but as the exact number of feet cannot be found at once in the table, you must take it at twice* Thus : Seek in the left hand column for 1000 feet, and opposite* under two bricks and a half, is 28,5gO ; then look back in the column for 500, the other number wanted, and opposite, under two bricks and a half, is 14 , 295 , which add to the first number ; so that 1,500 feet of brick-work, tv/o bricks and a half thick, takes 42,885 bricks. BUILfiElUs new price-bosk. A FOURTH TABLE OF BRICK-WORK. Square Feet Super. •§ Brick. El. 0. Ft. In. 1 1 Brick. R. Q. Ft. In. 1’ | Brick. R. Q. Ft. In. 2 Bricks. R. Q. Ft. In. *2§ Bricks, f R. Q. Ft. In. 1 0 0 0 4 0 0 0 8 0 0 l 0 0 0 1 4 0 0 1 8 2 0 0 0 8 0 0 1 4 0 o 2 0 0 0 2 8 0 0 3 4 3 0 0 1 0 0 0 2 0 0 0 3 0 0 0 4 0 0 0 5 0 4 0 0 l 4 O 0 2 8 0 0 4 0 0 0 5 4 0 0 0 8 5 0 0 1 8 0 0 3 4 0 0 5 0 0 0 0 8 0 0 8 4 6 0 0 2 0 0 0 4 0 0 0 6 0 0 0 8 0 0 0 10 O 7 0 0 2 4 0 0 4 8 0 0 7 0 0 0 9 4 0 0 11 a 8 0 0 2 8 0 0 5 4 0 0 8 0 0 0 10 8 0 0 13 4 9 0 0 3 0 0 0 6 0 0 0 9 0 0 0 12 0 0 0 15 0 10 0 0 3 4 0 0 0 8 0 0 10 0 0 0 13 4 0 0 10 8 11 0 0 3 8 0 0 7 4 0 0 11 0 0 0 14 8 0 0 IS 0 12 0 0 4 0 0 0 8 0 0 0 12 0 0 0 16 0 0 0 20 0 13 0 0 4 4 0 0 8 8 0 0 13 0 0 0 17 4 0 0 21 8 14 0 0 4 8 0 0 9 4 0 0 14 0 0 0 18 8 0 0 23 4 15 0 0 5 0 0 0 10 0 0 0 15 0 0 0 20 0 0 0 25 0 lO 0 0 5 4 0 0 10 8 0 0 1 6 0 0 0 21 4 0 0 20 8 17 0 0 5 8 0 0 11 4 0 0 17 0 0 0 22 8 0 0 28 4 18 0 0 6 0 0 0 12 0 0 0 18 0 0 0 24 0 0 0 30 0 19 0 0 6 4 0 0 12 8 0 0 L9 0 0 0 25 4 0 0 31 8 20 0 0 6 8 0 0 13 4 0 0 20 0 0 0 20 8 0 0 33 4 21 0 0 7 0 0 0 l4 0 0 0 21 0 0 0 28 0 0 0 35 0 22 0 0 7 4 0 0 14 8 0 0 22 0 i 0 0 29 4 0 0 30 0 23 0 0 7 8 0 0 15 4 0 0 23 0 0 0 30 8 0 0 38 4 24 0 0 8 0 0 0 16 0 0 0 24 0 0 0 32 0 0 0 40 0 25 0 0 8 4 0 0 10 8 0 0 25 0 0 0 33' 4 0 0 41 8 26 0 0 8 8 0 0 17 4 0 0 26 0 0 0 34 8 0 0 43 4 27 0 0 9 0 0 0 18 0 0 0 V 0 0 0 36 0 0 0 45 O 28 0 0 9 4 0 0 18 8 0 0 28 0 0 0 37 4 0 0 40 8 2g 0 0 9 8 0 0 L9 4 0 0 29 0 0 0 38 8 0 0 48 4 3C ) 0 0 10 C 0 0 20 0 0 0 30 0 0 0 40 0 0 0 50 0 31 0 0 10 4 0 0 20 8 0 0 31 0 0 0 41 4 0 0 51 8 32 l 0 0 10 8 0 0 21 4 0 0 32 0 0 0 42 8 0 0 53 4 33 0 0 11 C 0 0 22 0 0 0 33 0 0 0 44 0 0 0 55 0 34 r 0 0 11 4 0 0 22 8 0 0 34 0 0 0 45 4 0 0 50 8 35 0 0 11 8 0 0 23 4 0 0 35 0 0 0 40 8 0 0 58 4 3t >j 0 0 12 0 0 0 24 0 0 0 30 0 0 0 48 0 0 0 60 0 37 ’!• 0 12 4 !o 0 24 8 0 0 •37 0 0 0 49 4 0 0 61 & bricklayer's work A FOURTH TABLE OF BRICK-BOOK. Square Feet \ Brick. 1 Brick. *"1 ^ Brick. 2 Brick. Bricks. Super* R. Q Ft. In R. Q. F. In. R. 4 . Ft. In. R. Q. Ft. In R. Q. Ft. In, 3£ C 0 12 i 3 C 0 25 - 0 0 38 C ) 0 0 50 i 3 0 0 63' 4 39 0 c 13 C ) 0 0 26 c ) 0 0 39 ( 0 0 52 ( ) 0 0 65 0 4 C ) 0 0 13 4 [ 0 0 2 6 i 3 C 0 40 C 0 0 53 4 0 0 66 8 41 0 0 33 6 1 0 0 27 4 0 0 41 C O 0 54 f 1 0 1 0 4 42 0 0 14 C > 0 0 28 C 0 0 42 C 0 0 56 C 0 1 2 0 43 0 0 14 4 0 0 28 € 0 0 43 .0 0 0 57 4 l- 0 1 3 8 44 0 0 14 S 0 0 29 4 0 0 44 0 0 0 58 S 0 1 5 4 45 0 0 15 0 0 0 30 C 0 0 45 0 0 0 60 C 0 1 7 0 46 0 0 15 4 0 0 30 8 0 0 46 0 0 0 614 0 1 8 8 4 7 0 0 15 8 0 0 31 4 0 0 47 0 0 0 62 8 Q 1 10 4 48 0 Q 16 0 0 0 32 0 0 0 48 0 0 0 64 0 0 1 12 0 49 0 0 16 4 0 0 32 8 0 0 49 0 0 0 65 4 • 0 1 13 8 50 0 0 16 8 0 0 33 4 0 0 50 0 0 0 66 8 0 1 15 4 51 0 0 17 0 0 0 34 0 0 0 51 0 0 1 0 0 0 1 17 0 60 0 0 20 0 0 0 40 0 0 0 60 0 0 1 12 0 0 1 32 O 7o Q Q 23 4 0 0 40 8 0 12 0 0 1 25 0 0 1 48 8 so 0 0 26 S 0 0 53 4 0 1 n 0 0 1 38 8 0 1 65 4 90 , 0 0 30 0 0 0 60 0 0 1 22 0 0 1 52 0 0 2 14 0 3 00, 0 0 33 4 0 0 66 8 0 1 32 0 0 1 65 4 0 2 3 8 200 0 0 <56 8 0 1 65 4 0 2 64 0 0 3 62 8 1 0 64 4 300 0 X 32 0 0 2 64 8 1 0 28 0 1 X 60 0 l 3 24 0 400 0 1 65 4 0 3 62 8 1 1 60 0 J 3 37 4 2 1 54 8 500 0 2 30 8 1 0 61 4 1 3 24 0 2 1 54 8 3 0 17 4 600 0 2 64 0 1 1 60 0 2 0 56 0 2 3 52 0 3 3 48 O 700 0 3 29 4 1 3 58 8 2 % 2 2Q 0 3 1 49 4 4 3 10 8 800 0 3 63 8 1 3 57 4 2 3 52 0 3 3 46 a 4 3 41 3 0001 1 0 28 0 2 0 56 0 3 1 l60 4 1 44 0 5 2 4 0 1000 1 0 61 4 2 1 54 8 3 2 48 0 4 3 41 4 6 0 34 8 2000 2 1 54 8 4 3 41 4 7 1 28 0 9 3 14 8 12 1 1 4 3000 3 2 48 0 7 1 28 0 11 0 8 of. 14 2 06 0 18 1 36 0 4000 4 3 41 4 9 3 14 8 14 2 56 0 19 2 29 4 : 24 2 2 8 5000 6 0 34 8 12 1 1 4 18 1 36 Oi *4 2 2 6c So 2 37 4 6000 7 1 28 0 14 2 56 0: 22 0 16 oi 29 1 44 0: 16 3 4 0 7000 8 2 21 4 ] 7 0 42 8 : 25 2 64 0; >3 1 17 4 ^ 12 3 , 38 8 8000 9 3 14 8 1 9 2 29 4* *9 1 44 0 3 ! 9 0 58 8 4 lo n 5 4 9000 1 LI 0 8 0/ 12 0 10 OJ S3 0 21 0 4 4 0 32 o; >5 0 /in a 10000 ] 12 1 X 4 5 14 2 2 els s 6 ; 3 4 04 >9 0 5 4 . X X 6 8 76 builder’s new price-book, EXPLANATION AND USE Of the foregoing Table of Brick-work reduced , Which by inspection shews how many rods, quarters of rods, feefe, and inches, are contained in any number of superficial feet, from l foot to 3 0,000 feet, and so on ad infinitum : and from half a brick thick to two bricks and a half, and by addition to any thickness- This table consists of two pages, and over every column in each page is wrote the contents of \ brick, 1 brick, \\ brick, 2 bricks, and 2y bricks ; and in the first column of each page is the number of superficial feet, and opposite, under the head of thickness, are the rods, quarters, feet, and inches sought, reduced to the standard thickness of \\ brick. N. B* A rod is 2/2 feet 3 inches, but in measuring, the odd \ r or 3 inches, is not noticed, and divide by 272 only. Half a rod is 136 feet, and a quarterns feet. If your wall be thicker than 2§ bricks, for instance, 3 bricks, then take twice l\ brick ; for bricks thick, take the product of 2 bricks and \\ brick ; and if 4 bricks thick, take twice 2 bricks thick, and so in like manner for any thickness required. EXAMPLE I. Suppose a wall of brick -work; 50 feet long and 8 feet high, and 2 1, bricks thick, what is the contents thereof reduced ? First, mul- tiply the length 90 feet by the height 8 feet, and the product is 400 feet. Secondly, seek in the first column for 400 feet, and against it, in the sixth column, under the head of 2| bricks, you will find 2, 1, 54, 8, which is 2 rods, 1 quarter, 54 feet, and 8 inches, the true reduced contents required, EXAMPLE II What is the contents of a piece of brick- work, whose superficial contents is 397 feet, and \ a brick thick ? Now, as the contents, 3Q7 feet, cannot be found at one time, y@is must, in this and the like case, take the number at twice or thrice, or more, if required, till you have the whole number wantpd s thus : R. Qr. Ft. In, 300 feet at \ a brick is. , . . 0 3 32 O 90 feet do. ........... 0 O 30 O 7 feet do O O 2 4 O 1 64 4 That is I quarter of a rod, 64 feet, 4 inches reduced. bricklayer’s work, 77 EXAMPLE III. What is the reduced contents of a piece of brick-work whose superficial measure is 22,720 feet and 2 bricks thick. rd. qr. ft. in. 10,000 feet at 2 bricks is 4g 0 5 4 10.000 do. do. . 4g O 5 4 2.000 do. do. ... r 9 3 14 8 ^00 do. do , 3 1 49 4 20 do. do. . O O 26 8 111 1 33 4 Thus, 22,720 superficial feet of a 2 brick wail, is 1 i 1 rods, 1 quar- ter, 33 feet, 4 inches, EXAMPLE IV. How many rods is contained in a piece of brick -work, whose su- perficial contents are 1000 feet, and at 5 bricks thick. Seek the 1000 feet in the first column, and as there is net such a thickness as two bricks, take 2f bricks twice, which will be found in the last column opposite the 1000 feet, and add the two together, this and the sum is the contents sought. rd, qr, ft. in* 1000 feet at 2\ bricks thick is 0 0 34 8 Do. do. ......... . . 6 0 34 8 32 1 l 4 Thus 1000 feet 5 bricks thick, is 12 rod, 1 quarter, 1 foot, 4 inches. A FIFTH TABLE OF BRICKWORK, vVfiich will shew at first sight, without addition or multiplication, or any figures - * the value of a rod of brickwork, at the reduced thickness of l brick and a ±, and al- lowing the common number of 4 500 bricks to a rod, and at 3 guineas, 3 guineas and a half, and 4 guineas, per rod, with good mortar, scaffolding, and utensils, and good sound workmanship, and according to Id different prices of bricks, per iqo®. i Shillings 3 Guineas 3^ Guineas 4 Guineas per 1000 , per rod. pet rod. per rod. 30 | 9 18 0 10 8 6.10 w 0 32 10 7 0 10 17 611 8 0 34 IP 1 6 P 11 6 6,11 17 0 The value of one rod of re- .35 11 5 0 11 15 6 [2 6 0 i duced brick- work, calcu- 38 U 14 0 12 4 6l 2 15 0 1 lated at 3 guineas, 3 \ 40 12 3 0 12 13 6 13 4 0 \ guineas, and 4 guineas, per 42 12 12 0 13 2 C j 13 13 0 ; rod, for good mortar, uten- 44 13 1 0 13 11 6 14 2 Oj 1 sils, and scaffoldings and 46 13 10 0 14 Q 6 14 11 a 4500 bricks, at 48 13 19 0 14 9 614 0 0 50 14 8 0 14 18 6 15 9 0 i 32 14 17 0 .15 7 6 15 18 Q 54 15 6 0 15 16 646 7 0 i - 56 15 15 0 1 6 5 646 16 0 ! 58 16 4 0 16 14 6\i7 5 0 60 1 6 13 0 17 O Q 6 17 14 0 And so on progressively by adding two shillings per thousand to the "bricks, and advancing seven shillings per rod to the work, may be found any price per rod wanting. It is scarcely worth while to give any examples in this last table, as at the first look it will explain itself. EXAMPLE. What is the value of a rod of brick-work, at thirty-eight shillings per 1000 for bricks, and three guineas per rod , mortar and labour which is the lowest price now for the most ordinary work in party walls, &c. and opposite to thirty-eight shillings, in the same line stands 111. 14s. being 111. 14s. per rod, and at the same price for bricks, and three guineas and a half for mortar and labour, stands 121. 4s. 6d. being 1 2.1. 4s. 6d. per rod, and at the same price for bricks* and four guineas for mortar, scaffoldings and labour, is 12l. 15s. per rod. N. B. In this last price of four guineas for mortar, scaffolding, and labour, it is expected to have one hundred and a half of lime, twoloada and a half of Thames sand, and the bricks laid four course to rise not above eleven and half inches, and a neat fair joint and jointed. The rod of brick-work in that case will take from 150 to 240 bricks more than the usual allowance of 4500 . The first column has the prices of bricks per 1000, and on the top of the other three columns are three guineas per rod, three and half guineas per rod, and four guineas per rod, being the different prices of mortar, labour, and scaffoldings n brickIayer’s work!; A TABLE FOR TILING, SLATING, THATCHING, OR CARPENTRY* Shewing at one view, the number of squares contained in any number of feet, with the help of addition only* No. of No.of No.of feet. Sq .ft. feet Sq .ft. feet. Sq. ft. 100 i 0 530 5 30 S88 8 88 3 20 1 20 561 5 61 900 9 0 135 35 582 5 82 9 1 1 9 11 167 1 67 591 5 91 9I8 9 18 190 1 90 600 6 0 1 927 9 27 250 2 50 620 6 20 | 939 9 39 272 2 72 637 6 37 | 947 9 47 296 2 96 643 6 43 ! 956 9 56 300 . 3 0 666 6 66 : 967 9 67 325 3 25 681 6 81 974 9 74 350 3 50 700 7 0 99 2 9 92 375 3 75 717 7 17 1000 10 0 400 4 0 724 7 27 1025 10 25 417 4 17 739 7 39 j 1050 10 50 436 4 36 759 7 59 j 1075 10 75 458 4 58 777 7 77 1 1100 11 0 475 4 75 800 8 0 1130 11 30 487 4 87 j 831 8 31 1156 11 56 500 5 0 ! 861 8 61 1200 12 0 It is needless to proceed further with this table : the use of it is 1 obvious. Suppose your contents, after multiplying your length and breadth together, cut off the two right hand figures ; that on the left is squares, and the right cut oft are feet. For example : if your two numbers multiplied together should be 620 feet, find 620 in the first column under feet, and opposite is 6 squares and 20 feet : thus j you must dash off 6)20, and the operation is done* If the number of feet is 947, find 947 in the column under feet, and opposite you have 9 squares 47 feet; and so on, 11)56 is 11 squares 56 feet. In this manner, if the exact number of feet is not in the table, you must find the nearest number to it, and find the rest at another part of the table, and add to it : also observe, that 20 feet, if remaining, is one fifth of a square; 25 feet, one quarter of a square ; 50 feet, Haifa j! square ; 75 feet, three quarters of a square* If your number of feet be six figures, cut off the two on the right hand, the rest are squares ; as 1234(56, 1234 squares and 56 feet? ; t>r half a square and 6 feet*-— Further explanation is useless* 60 BUILDER'S NEW* PRlCE-fidOKi PRICES OF TIMBER, DEALS, &c. AT THE TIMBER-YARD, FOR READY MONEY. 1805. hi S • D. Oak, per foot cube, 4s. according to size In trees, per load 10 O O Llm, do. 2s. 8d. do. 610 0 A.sb^ do. 3s. do. j q q Riga, or Dantzic Timber, per load 6 O O Memel, do . . . , * f 5 15 3 3 15 O 10 0 15 O 10 o o o 5 O Die square Brewick, do. .f Small do. Brewick, do . , $ ^ ’/ - * '• * \3 14 feet long Clapboard wainscot Logs, each. ......... 3 6 O 7 feet do. do. 112 6 3 inch 12 feet, dry seasoned Yellow Deals, very best, per hundred # 44 3 inch 12 feet Y ellow Deals, do* * * .* .* * * * * * * * * * * * . * * * 36 inch do. do. do. _ 34 3 inch 12 feet White do. do. ... 33 Do. do. dry and very best 37 inch do. do ...... 3 1 3 inch 10 feet \ ellow, dry seasoned, very best, do, 40 3 inch 10 feet Yellow, do. ........ . 3 1 Do. do- White, do 28 2“ inch 10 feet Yellow, do. . .30 Do. do. White, do 27 2 inch 14 feet Yellow, best dry seasoned Deals, do 34 14 feet 3 inch Yellow, Christiana dry best Battens, do. . 30 12 feet do. do. do. 28 10 feet do- do. do 26 Half deals, 3 inch Yellow, do 15 4. inch right Dutch W ainscot, per foot superficial O 1 inch do. do 6 l|r inch do. do. O 1 inch Mahogany, do 0 1 1 inch do. do . 0 Pannel board of do. for Coach -makers, do. 0 pak scantling, cut, per foot cube O Do. in small Scantlings, do. , f . O o o O o o o o o 0 o 10 o o o o o O o 0 o 6 o o o o o o o o o o o o 7 i O 9 1 1 2 1 4 5 6 3 o 6 O' carpenter’s work. SI CARPENTER’S WORK. Average last 90 yrs. Master carpenter’s work, LABOUR AND MATERIALS, OAK, AT PER FOOT CUBE, Old, perfect and sound. . . , * . 0 New, rough oak. O L. S. D. 2 3 5 9 / » V - ^ v I » standing at 12 l. per load, near 5 s. per foot cube, but was very large and fine, OAK PLANK, At per foot superficial. Inch, rough. 0 Do. and nails and labour, do o Edges shot, do * O Do. and framed. ... * O Do. wrought one side and framed 0 One and half-inch, rough. * O Do. and nails and labour, do O Edges shot, do ] _ 0 Framed do. do 0 Do, and wrought one side and framed, , , , Q M O 5 o 6f O 8 o 9 O 10i o 7\ O 10 O 10i 0 lU 1 JL« 1805. L. S. Do. and labour, bond lintels, &c.. . * 0 4 0 0 6 0 Do. and labour, and framed in floors, parti- tions, & c 0 4 8 0 6 9 Do. wrought, and do 0 4 6 0 6 10 Do. and framed, wrought, &e. rebated. . . . 0 5 1 0 7 3 Do. dry and planed all round in trusses, to girders. 0 5 6 0 6 9 Do. framed, rebated, and beaded, as in door- cases, &c. 0 5 8 0 7 8 New, rough, of large scantling, clear of sap, and waine measured net. t 0 5 6 0 8 3 Framed and do.. . . 0 5 6 0 8 6 Wrought do. and measured net. . 0 5 9 0 8 9 Framed do. and do. 0 5 3 0 8 lO W rought oak posts in streets, headed, and set, do 0 5 6 0 6 6 O 3 10 0 5 9 0 0 7 0 0 8 O O 9^ O O 10“ 0 1 of 0 0 9 0 O Ilf 01 o 0 12 0 1 3j[ butlder’s new price BOOK.' F> oupli two incli Do. nails and labour ditto Edges shot and do.. . . ’ ’ ’ * * Framed and do. . * Eo. and wrought one side and framed* Rough two and half- inch Do. and nails and labour .* Edges shot and do Framed and ditto Do. and wrought one side, and framed! ! ! ! Rough three inch Do, and nails and labour, do. Edges shot and do F ramed and do , Do. and wrought one side and framed! ! !! Rough three and half-inch Do. and nails and labour, do.. ...... Edges shot and do Framed and do.. . e # Do. and wrought one side and framed! ! ! ! Rough four inch Do. and nails and labour, do Edges shot and do Framed and do Three inch oak, planed one side, framed and beaded do. Planed one side do. joint rebated and keyed, and rebated for window linings. Two and a half-inch oak, planed two sides, front edge moulded to kitchen, dresser. . Four inch elm plank, planed both sides, and framed for do Four and a half-inch do. for do N. B. If the plank runs above 12 feet long, and 10 inches wide, add 6d. per foot cube more. Old oak plank is half the value of new. FIR, At per foot cube. Old perfect and sound Labour and do.. ................. Framed and fixed do.. . Rough fir, new, , S < f S ? * .... c • t • 0 0 0 0 l 4 1 6 1 9 2 0 O 0 0 0 1 6 1 10 2 O 3 last 20 years. 1305. L. s. ' D. L. s. D. 0 0 io§ 0 0 ni 0 0 0 1 2 0 0 hi 0 1 3 0 I 2 0 1 0 1 0 0 1 <51 o 0 1 ] X 2 0 1 2 ! 0 1 2 0 1 4 0 1 4 0 1 4 o 1 41 o 1 6| 0 1 6' 0 1 8 i 0 1 3 0 1 5 o 1 4 0 1 61 0 1 6 o 1 JL 0 1 8 0 1 10 2 0 1 9 0 2 O 0 1 0 0 1 61 0 1 9 0 1 9 0 1 9 0 1 9l 0 1 101 0 2 t>l 0 1 9 0 2 2 1 0 1 i«l 0 2 01 0 2 H 0 2 4-i- 0 2 2 0 2 5 0 2 3 0 2 61 j 0 2 01 o 2 5 0 2 2 0 2 0 1 8 0 2 1 - 0 1 9 0 2 0 0 2 0 0 2 2 o X Labour and do. in bondplates lintels O Common framing and do.. . . . 0 In king posts, or trussed roofs, See, do.. . •Framing roofs, with king posts, queen posts, raising plate, poll plate, principal rafters, bridgings, braces, purloins, collar beams, scarfings, and fixing iron- work, raised and fixed complete, at per foot cube 0 Circular, do. * O Framed and do.. O Naked floorings, do. and framed girders trussed with oak andiron, &c. complete 0 Supposing the girders to be 15 by 13, the binding joice to be 10^- by 4|, the bridg- ing joice 5\ by 3 ^, the ceiling joice 3 by 2\, per foot cube. 0 N. B. Trussing the girder with oak, 4 in- ches square, per foot run, extra 0 Do. with oak, 4 by 5 do. do. do O N. B. All girders and ty e-beams should camber \ an inch at least to every 10 feet in length, whether they be trussed or not. New wrought fir , O Do. and framed O Do. framed, rebated, and beaded. ....... O Do. framed and moulded 0 Do. and framed into newels for stairs. ... O Do. sunk and pitched, to carry water. . . . 0 Do. picked stuff, and prepared for the carver O FIR PLANK, At per foot superficial. WORK. .Average last *20 yrs. 1805. 83 L. S. D. L s. D. 0 2 4 0 3 H 0 2 5 0 3 8| 0 2 8 0 3 JO 3 6 6 O 0 g 5 8 2 6 0 4 0 6 2 2 2 lOf 6i 9 3 4 3 5 6 4 6 4 0 4 0 0 8 6 O96 0 4 6 One inch, rough, free from sap 0 0 si 0 0 Al ^4- One and a half inch, do 0 0 H 0 0 ' 4\ Two inch, do 0 0 A JL - 2 0 0 4 Two and a half-inch, do 0 0 6 0 0 7i Three inch, do . 0 0 7\ 0 0 4 Four inch, do 0 0 9? 0 0 10 ir N. B. If either of the four last are used under foundations, add for labour and spikes. . . . 0 o 1 0 0 ll Do. if upon sleepers, for labour and spikes add 0 0 2 0 0 4 BAULKS OR UP HER EACH. Thirty-eight or forty feet long 0 Thirty-six feet long, 0 8 § 0 6 0 0 5 2 9 6 0 0 3 9 0 0 6 0 0 8 O 3 10 0 4 2 O 4 4 4 4 6 O 4 10 0 4 8 0 5 6 84 builder’s new price-book. Average last 20 yrs. 1805. NAKED FLOORING. * Labour and nails per square of 100 feet super. Labour and nails to dormer ceiling, per foot superficial, cut camber Trussing girders, with oak and labour, per foot run.. Groove cut to do. 4 by 4, per foot run, ROOFS, 1 9 a » • l. s. D. L. s. p. o 5 0 0 7 Q 0 2 6 0 4 6 ti 0 9 0 0 10 0 0 9 6 0 10 6 0 li 6 0 12 6 0 10 6 0 11 0 0 3 8 0 3 io 0 5 3 0 5 6 0 6 4 0 6 6 0 5 3 0 5 6 0 5 3 0 5 6 0 4 9 0 5 6 < I 1 0 0 1 0 0 IX 0 1 oi 0 1 2 Q 0 8 0 0 IQ At per square of 100 feet superficial, labour and nails only. Slit baulk roofing. O 4 10 Do. and all materials. 0 18 6 Whole baulk roofing 0 5 3 Do. with all materials. 1 6 6 Roofing to shed, rafters, 3 by 4 O 5 3 Do. with all materials 1 3 6 Common curb roofing 0 5 g Do. and all materials 1 6 6 Common purloin roofing, with collar beam 0 7 0 Do. and all materials. 1 9 0 Do. framed with principals, king posts, struck, &e. O' 9 6 Do. and all materials . . 1 10 3 Girt roofing framed O 13 O Do. and ail materials 2 6 6 Girt roofing framed and trussed 0 1 0 6 JSJ. E. If any part cf oak scantling in do* acid to the above prices. 0 5 6 0 19 0 0 6 6 1 7 6 0 5 <* l 5 0 0 S 0 I 10 0 0 7 6 1 30 0 0 16 0 1 12 6 0 14 0 2 7 6 0 is 0 carpenter’s work. Average last 20 years. 1805. Ditto and all materials. . , . . . .......... Girt roofing framed and trussed, with king post Do. with all materials. ............... Roofing repaired, furred and strengthened, and new added, and nails Ridge roll, per foot run Rafters, feet, do Do. and eaves board, do L, s. D. L. s. D. 2 17 6 3 0 0 1 i 3 1 2 6 I 13 6 3 15 6 0 16 0 0 19 0 0 0 H 0 o H 0 0 H 0 0 4| 0 0 5 0 o if FURRINGS TO ROOFS AND NAKED FLOORS. Per square 100 feet superficial, labour and nails only. Furring with old stuff, O Do. with new pantile, lath furring, ..... 0 One and a half-inch deal furring, nailed to sides of rafters 0 Furrings for plasterers, to ceilings ; 0 To floors, do. . . o Do. to joist, 4 inches at one end, with dou- ble deal ...» ^ O Do. with new do. 5 or 6 inches deep. ... O Do. with 2 inch deal, 6 inches deep, spiked to joists . . O New furrings to level down, under side of girder 0 BATTENING TO WALLS. At per square of 100 feet superficial. Slit deal battening to walls O | do. do... t . O Inch deal do. do ' O Do. with lL inch do O Do. with two “inch do O Do. with 2 \ inch do. . O Do. with quartering, 3 by 4 inches O Do. circular, in plain ribs of whole deal, 4 inches wide 0 Battening to walls with old stuff. O N. B. The foregoing are exclusive of wall- hooks, hold fasts, or spikes, all of which iare charged extra, 3 0 3 8 6 0 0 6 2 it) 3 0 10 6 5 o\ O 5 3 5 6| 0 6 3 8 3 O 8 6 13 6 0 14 0 15 0 0 15 6 7 0 8 3 5 0 0 6 6 7 6 0 9 O 9 6 0 1J o 12 6 0 14 6 16 6 0 19 6 J9 3 1 3 4 19 0 1 3 9 13 3 0 16 6 4 6 o 5 6 88 builder’s NEW PRICE-BOOK; Average last20yr$. t S. D. Springe'! and do . 1 6 0 Inch boarding, rough. 1 16 0 Edges shot and do. 1 10 0 Springed and do.. 133 N.B. Roofs cohered for slates should be yellow deal, without sap. CENTERING TO VAULTS, &c. Per square of 100 feet super.— All materials. Common centering to vaults 0 13 Q Labotir to do O 5 6 Centering to groins 1 2 3 Do. if in small quantities, per foot superficial O 0 3f Do. to windows, circular or camber, do. . . O 0 7 \ Do. to brick trimmers O 0 3\ Do. to gauged arches, or small apertures, each 0 0 8 FLOORING, 1805. L. S. D, 1 12 6 1 1 9 6 2 10 2 2 & 0 10 6 0 6 6 1 15 6 0 0 4 O O 8 0 0 4 0 10 At per square. Inch white rough folding deal floor, with edges shot, do Do. yellow deal do .... Do. straight joint, do.. Whole deal, rough white edges, do Do. yellow do. do. . . Do. with straight joint Do. wrought folding do Do. yellow do. Do. and straight joint and edge, nailed, do. . Do. do. edge nailed headings, plowed and tongued do Do. and second best deal, do ... Do. anddowelled, do Do. and clean, and do ; Inch and half rough white edges shot, do.. . Do. yellow deal, do. . . Do . do. heading joints, plowed and tongued, and edge nailed, do Whole or 1| inch clean battened dowelled floors, do Do. second best do. do. do. do Do. common yellow straight joint, do, , , , . . 1 16 0 1 18 0 1 IS 0 2 2 0 % 4 0 2 10 o 1 15 0 2 6 0 1 W 6 2 10 0 2 3 6 2 15 6 1 19 0 2 16 0 2 6 0 2 18 0 2 8 0 2 17 6 2 15 9 3 10 6 3 7 6 4 2 0 4 0 6 5 6 0 5 3 6 6 10 0 2 5 3 2 16 6 2 14 6 3 3 0 2 19 0 3 9 0 6 4 0 7 10 0 5 4 0 5 18 0 3 5 0 3 10 6 4 I carpenter's work. S9 Average last 20 yrs. 1805. L. Do. ploughed andtongued headings, and edge nailed, do . I Do. and dowelled do. .*>*.. Two inch rough deal floor, do Do. and edges shot, do /. Do. and folded, do Do. ploughed and tongued, straight joint, and edge nailed, do Do and rebated Inch and a quarter right wainstcot dowelled flooring, new, dry, and seasoned, do Inch and half do. with heading joints, ploughed, tongued, and dowelled, do. . . . Do. straight joint and edge nailed, do., Two inch yellow deal listed, clear of sap, laid in barn floors, do Do. and jacked over straight joint Do. oak plank laid in do. and clear of sap, per do Labour and nails to inch deal folded doors, prepared of old boards, listed shot and laid, per square Whole deal do. straight joint do. do Do. do. and planed over, do. Old dowelled floor, taken up and relaid Do. planed, cleaned, and relaid. 3 4 3 3 3 3 3 6 7 6 3 4 5 0 O 0 0 1 s. D. 15 O q 6 4 6 9 0 16 6 17 6 18 9 9 0 l 6 8 6 14 6 O 3 5 6 q O l cr 9 15 9 19 0 7 9 4 0 0 5 10 O 4 5 0 4 10 O 4 12 0 4 17 6 4 1 76 f 8 8 O 1-990 f 9 00 1 10 10 o 900 4 10 O 4 16 6 6 6 o 0 10 6* 0 12 6 0 16 6 1 10 O 1 16 6 One square of flooring will take 24 Ten feet boards, at . . 5 inch gauge, 20 do, , 6 do. 17 do 7 do. 15 do 8 do. 15 do 8 do, 13 - - 9 do. 2 feet 6 inches wanted. 12 do .'.10 do. One square of flooring will take 20 Twelve feet boards, at 5 inch gauge, 16 do. ... 6 do. 4 feet wanted* 14 do 7 do. 2 do. 12 do . . 8 do. 4 do. 11 do 9 do. 1 do, 10 do ..10 do. 8& Builder’s new price-book. Average last20yrs. Springe'! and do. ....... . 1 6 0 Inch boarding, rough. i 16 o Edges shot and do. 1 io O Springed and do.. 133 N. B. Roofs cohered for slates should be yellow deal, without sap. 1805. L. S. D. 1 12 6 1 19 6 2 1 O 2 2 6 CENTERING TO VAULTS, &c. Per square of 100 feet super. — All materials. Common centering to vaults 0 13 9 0 1 9 6 Labotir to do 0 5 6 0 6 6 Centering to groins I 2 3 1 15 6 Do. if in small quantities, per foot superficial 0 0 3f 0 0 4k Do. to windows, circular or camber, do. . . 0 0 7k 0 O Do. to brick trimmers 0 0 3 k 0 0 4k Do. to gauged arches, or small apertures, each 0 0 8 0 1 0 FLOORING, At per square. Inch white rough folding deal floor, with edges shot, do. 1 16 0 1 18 0 Do. yellow deal do 1 18 0 2 2 0 Do. straight joint, do.. ................ . % 4 0 2 10 0 Whole deal, rough white edges, do 1 15 0 2 6 0 Do. yellow do. do. 1 19 6 2 10 0 Do. with straight joint 2 3 6 2 15 6 Do. wrought folding do 1 19 0 2 16 0 Do. yellow do 2 6 0 2 18 0 Do. and straight joint and edge, nailed, do. . 2 8 0 2 17 6 Do. do. edge nailed headings, plowed and tongued do.. 2 15 9 3 10 6 Do. and second best deal, do 3 7 6 4 2 0 Do. and dowelled, do 4 0 6 5 6 0 Do. and clean, and do. ; 5 3 6 6 10 0 Inch and half rough white edges shot, do.. . 2 5 3 2 16 6 Do. yellow deal, do. . . 2 14 6 3 3 0 Do. do. heading joints, plowed and tongued. and edge nailed, do 2 19 0 3 9 0 Whole or 1| inch clean battened dowelled floors, do ............ 6 4 0 7 10 0 Do. second best do. do. do. do 5 4 0 5 18 0 Do. common yellow straight joint, do, , , , . . 3 5 0 3 10 6 s» carpenter's work. Average last 20 yrs. L. S. D. 1805. 3 15 O 496 3 4 6 3 9 0 3 16 6 3 17 6 3 18 9 696 716 6 8 6 3 14 6 4 0 3 * L- S. D. 4 0 0 5 10 O 4 5 0 4 10 O 412 0 { { 5 5 6 Do. ploughed and tongued headings, and edge nailed, do.. . Do. and dowelied do. Two inch rough deal floor, do - Do. and edges shot, do. Do. and folded, do. • • Do. ploughed and tongued, straight joint, and edge nailed, do Do and rebated. Inch and a quarter right wainstcot dowelied flooring, new, dry, and seasoned, do Inch and half do. with heading joints, ploughed, tongued, and dowelied, do Do. straight joint and edge nailed, do., , . . v Two inch yellow deal listed, clear of sap, laid in barn floors, do Do. and jacked over straight joint Do. oak plank laid in do. and clear of sap, per do Labour and nails to inch deal folded doors, prepared of old boards, listed shot and laid, per square • Whole deal do. straight joint do. do. ...... Do. do. and planed over, do Old dowelied floor, taken up and relaid Do, planed, cleaned, and relaid One square of flooring will take 24 Ten feet boards, at . . 5 inch gauge. 20 do. . 6 do. 17 do 7 do. 15 do 8 do. 15 do 8 do. 13 do 9 do. 2 feet 6 inches wanted. 12 do 10 do. One square of flooring will take 20 Twelve feet boards, at 5 inch gauge, 1 6 do. ... 6 do. 4 feet wanted. 14 do . 7 do. 2 do. 12 do . . 8 do. 4 do. 1 L do 9 do. 1 do, 10 do. . 10 do. 0 9 0 o 10' 9 O 15 9 0 19 0 1 7 9 4 17 6 4 17 0 8 8 0 9 9 O 900 10 10 o 900 4 10 o 4 16 6 6 6 0 0 10 0 * 0 12 6 0 1() 6 1 10 o 1 16 6 90 BUILDER S NEW PRICE-BOOlt* TO PROPORTION CHJMNIES TO ROOMS. In any case required, from a room of 9 Feet square to a Room of 60 Feet square. A Room 9 feet square, will require a cliimnev 2 feer 5 ; n by 3 feet high : Then, supposing th^oom to be l"fee square, the proportion will be as 4 to 1 - that is, the width o^f the clnmney wdl be 2 feet 6 inches, by 3 feet and | of an inch high • so hat for every foot the room increases in size, must be added 1 Inch to the Width of tne chimney, and | of an inch for the height. If the room be 2/ feet square, tne chimney will be 3 feet 9 inches wide, by 3 feet 4 ~ inches nigh, and so on for any square room. ^ Suppose a room 24 feet by 30 feet, add the length and breadth together, and taae half that sum for the square of the room, beino- 30 feet, which chimney must be 4 feet wide, and 3 feet 5| inches hbh. Suppose a room to be large enough to require two chimnies, I will say 40 feet wide by 60 feet long 5 add the length and breadth too-ether which is 100 feet ; take halt of that, which is 50 feet, and 2 chimnies' of a room 50 feet square, will do for a room 60 by 40 that is 5 feet in FoS; oUiet 3nd 1 aniUCh ’ thC he!ght fOT ^ C ^y> - TO PROPORTION WINDOWS TO ROOMS. To give the proper Light, not too glaring nor too dark. , Multiply the length of the room by the breadth, and that product oy tne height, and out of the last product, extract the square root, which root will be the proper light for the room, and must be divided into as many parts as the room will admit windows. Suppose the room to be 24 feet by 18, the product will be 432, and mu tiphed by the height, 12 feet, that product will be 5184, whose cach^ r ° 0t 18 WhiCh Wil1 admit ° f 3 windows containing 24 feet 1 his is a general rule for any ro«m* ns p 05 r. m t— ^ & < H ^3 03 03 a 3 P O fa O) M|rj- o hH c* rt in St xo nf nt< ^5 lo CD ^ nW O «K«K ‘“M-* co o o> c^li 1 ^ ^ ^ JS u iH £ P- 4 ■a o i-4 i Cfl O • r rt n3 GO rn|cA H i-H m|N*-IoA c* »o l-tl?A CD HoA o IP n *4 • Pi T^> u CO CO nf< i— o ■? -T 3 . ccS w o o t -4 • i . «|oA T 3 CO L- « p w CO I’TH CO § s r ^ . n 3 P^ 7 ? CO Load. . 10S. n 3 r-« Ip- w CO .. s -a . 1 ccj c n | O iO H -4 In* ° IP . h|N o •\ ns 8 a M 8 . CD a) > o 9,3 co ctf bO O P ’"" 4 JS 3 M P3 ^-2 1_1 -»-* »H CD > <0 o J- rG 3-1 S-< >2 CO CO n3 CD p • — < 03 cO 1 • • rH co 3-4 AO 15 n «S <3 * H fa ns 03 0) P O Ph o S-H O rg 3-4 co •8 b0 03 3 —< >- < « CO 03 PH fa & A TABLE OF SCANTLING MEASURE. F Shewing what length of any small piece of Scatling Timber will make a Cube or solid Foot, the breadth and thickness thereof being given from 2 inches t< one Foot square. carpenteer’s work. 93 Inch, by Inch. 1 03 V P G trs 03 (U G 04 p T3 C 03 TO3 03 J-! 00 O 7 hy'7? 8 8| 9 I 9i; u 10 ,| « 10± u L *si 11 ^ Hi 1 Foot. n | -, — - — . - Ft.In Pts. Inch, by Inch. o o JD 03 S > f— 4 > 03 r< 8 by 8 9 U 9 1 2 M 10 Ijg 101 ~ 11 H Hi! J 1 Foot. 2 2 2 2 2 2 1 11 1 10 i 9 y i b 8 6 5 3 1 O 2 \1 2 0 1 10 1 9 1 8 7 6 6 11 11 i 0 s .'Us 0,1 O o"£ 6l!.s 8 _ l i ^ |i a 2i| w 0 , , 5 | T3 01 S i ' n 9 O 9 by 9i 10 1 Gi- ll iii 1 Foot. o o O 40 a U 03 1 3 6 1 3 3 l 3 0 1 2 4 1 1 Q 1 O 1 EXPLANATION OF THE FOREGOING TABLE. In the first column of the table you have the breadth and thickness in inches, and in the second the length (according to such breadth and thickness) that will make a solid or cube foot, which is to be observed throughout the whole course of the table, observing also, that the figure 2 inches, which begins the table, govern th following number of inches, and half inches, all the way down, and so on to 1 1 foot. Thus 2 inches by 2| inches, 2 by 3 2 by 3\ f 2 by 4, &c. and to one foot. Then you begin with 3 inches by 3 4 3 by 4, 3 by i.4f, down to ] foot $ then with 4 inches by 41 , 4 by 5, 4 by 5 |, &c. and to 1 foot, and so on progressively throughout the whole table. .EXAMPLE 1. I The Use of the Table.— Suppose a scantling or piece of quarter- ing be 4 inches broad, and 2 inches thick, how much in length thereof will make a solid or cube foot ? Look in the hist table begin- ning with two inches, and a little lower in the same table is 4 inches die bre dtb, and opposite in the second ct lumn you will find ? 8 feet, which, according to that breadth and thickness, will make a solid or cube foot. §4 [builder’s new price-book. EXAMPLE II. Suppose the breadth and thickness of a scantling or quartering i® be 5 inches by 3, or 3 by 5, which is the same, how much in length of that piece of timber must be cut off to make a cube foot ? Look as before, in that part of the table which begins with 3 bv< in the left column, then finding 5 inches the breadth below it, and in the second column opposite to the 5 , you will find 9 feet 7 inches, and one- twelfth part of an inch in length, which will make a cube foot. ■ The above examples are fully sufficient to go through the table. The following tables of superficial or flat measure, as board, paint-? J ing, glass, pavement, slating, tiling, &c. ready cast up, from one footil to five in length, and from one inch and a quarter to five feet ini breadth, increasing regularly only a quarter of an inch, or three parts?! pf each step in breadth, will be found very convenient for measuring^ of glass and the like, being more particular in taking their dimensions, ■ than what several other branches commonly require $ and these small dimensions are much more difficult to square than larger. S>5 carpenter’s work. THE LENGTH OF THE BOARD, GLASS, PAVEMENT, &c. BEING ft. 1 in. | 1 ft. 1 in. 2 ft. 1 in. 3 ft. 1 in. 4 ft • L in. 5 ft. l ip* 6 its. pts. breadth in ft. in. pts. contents, ft. in. pts. contents, ft. in. pts. contents, ft. in. pts. contents, ft. in. pts. contents, ft. in, pts. contei ft. in. 0 1 3 0 1 4 0 1 5 0 1 a 0 1 8 0 1 9 0 1 10 0 1 6 0 1 7 o 1 9 0 1 10 0 2 0 0 2 1 0 2 3 0 ] 9 0 1 10 0 2 0 0 2 2 0 2 4 0 2 5 0 "2 7 0 2 o 0 2 2 0 2 4 0 2 a 0 2 8 0 2 10 0 3 o 0 2 3 0 2 5 0 -2 7 0 2 9 0 3 0 0 3 2 0 3 4 0 2 a 0 2 8 0 2 10 0 3 i 0 3 4 0 3 a 0 O 9 0 2 9 0 2 11 0 3 2 0 3 5 0 3 8 0 3 10 0 4 1 0 3 0 0 3 3 0 3 a 0 3 9 0 4 0 0 4 3 0 4 6 o 3 3 0 3 a 0 3 9 0 4 0 0 4 4 0 4 7 0 4 10 p 3 6 0 3 9 0 4 i 0 4 4 0 4 8 0 4 11 0 5 3 0 3 9 0 4 0 0 4 4 0 4 8 0 5 0 0 5 3 0 5 7 0 4 0 0 4 4 0 4 8 0 5 O 0 5 4 0 5 8 0 6 0 0 4 3 0 4 7 0 4 11 0 5 3 0 5 8 0 6 0 0 6 4 p 4 6 0 4 10 0 5 3 0 5 7 0 a 0 0 a 4 0 a 9 o 4 9 0 5 1 0 5 a 0 5 li 0 a 4 0 a 8 0 7 1 0 5 0 0 5 5 0 5 10 0 a 3 0 a 8 0 7 1 0 7 a 0 5 3 0 5 8 0 a i 0 a a 0 7 0 0 7 5 9 7 10 o 5 6 0 5 11 0 a 5 0 a 10 0 7 4 0 7 9 0 8 3 p 5 9 0 a 2 0 6 6 0 7 2 0 7 8 0 8 1 0 8 7 0 6 0 0 6 a 0 7 0 0 7 6 0 8 0 o 8 a 0 9 0 0 6 3 0 6 9 0 ** / 3 0 7 9 0 8 4 0 6 10 0 9 4 Q 6 a 0 7 0 0 7 7 0 8 1 0 8 8 0 9 2 0 9 Q 0 <5 9 0 7 3 0 7 10 0 8 5 0 9 0 0 9 a 0 10 l o 7 0 0 7 7 0 8 2 0 8 9 0 9 4 0 9 li 0 10 6 0 7 3 0 7 10 0 8 5 0 9 0 0 9 8 0 10 3 0 10 10 0 7 a 0 8 l 0 8 9 0 9 4 0 10 0 0 10 • 7 0 11 3 0 7 9 0 8 4 0 9 0 0 9 8 0 10 4 0 10 11 0 11 7 a 8 0 0 8 8 0 9 4 0 10 0 0 10 8 0 11 4 1 0 o 0 8 3 0 8 10 0 9 7 0 10 3 0 11 0 0 11 8 1 0 4 p 8 a 0 9 2 0 9 11 0 10 7 0 1 1 4 1 0 0 1 0 9 0 8 9 0 9 5 0 10 2 0 10 li 0 11 8 1 0 4 1 1 1 o 9 0 0 9 9 0 10 a 0 11 3 1 0 0 1 0 9 1 1 6 o 9 3 0 10 0 0 10 9 0 11 5 1 0 4 1 1 1 I 1 IO p 9 6 0 10 3 0 1 1 i 0 11 8 1 0 8 1 1 5 1 2 2 0 9 9 0 10 a 0 11 4 1 0 0 1 1 0 1 1 9 1 2 7 0 10 0 0 10 10 0 11 8 1 0 4 1 1 4 1 2' 2 1 3 0 0 10 3 o 11 1 0 11 11 1 0 8 1 1 8 1 2 6 1 3 4 0 10 a 0 11 4 1 0 3 1 1 0 1 2 0 1 2 10 1 3 9 0 10 9 0 1 1 7 1 0 a 1 1 4 1 2 4 1 3 2 1 4 2 p 11 0 0 11 11 1 0 10 1 1 9 1 2 8 1 3 7 1 4 a o 11 3 1 0 2 1 1 l 1 2 0 1 3 0 1 3 li 1 4 39 o 11 a 1 0 5 1 1 5 1 2 4 1 3 4 1 4 3 1 5 3 p 11 9 1 0 8 1 1 8 1 2 8 1 3 8 1 4 7 1 5 7 1 0 0 1 1 0 1 2 0 1 3 0 1 4 0 1 5 0 1 6 <)6 builder’s new price-book. THE LENGTH OF THE BOARD, GLASS, PAVEMENT, &c. BEING * ft. 1 in. 7 ft. 1 in. 8 ft. in. 1 9 ft in. 1 10 ft. in. 1 11 ft. in 2 0 • breadth in! ft. in. pis. contents, fti in. pts. contents, ft. in. ptsO contents, ft. in. pts. contents, ft. in. pts. contents, ft. in. pts. contents, ft. in. pts. 0 1 o o 0 1 1 1 0 2 1 0 2 O 0 2 3 0 2 4 0 2 6 0 1 0 0 2 4 0 2 6 0 2 7 0 <9 /W 9 0 2 10 0 3 Q 0 1 9 0 2 9 0 o Am/ 11 0 3 0 0 3 2 0 3 4 0 3 6 0 2 0 0 3 2 0 3 4 0 O O 6 0 3 8 0 3 10 0 4 0 0 2 3 0 3 6 0 3 9 0 3 11 0 4 1 0 4 3 0 4 6 0 o 6 0 3 11 0 4 2 0 4 4 0 4 7 0 4 9 0 5 0 0 2 9 0 4 4 0 4 7 0 4 9 0 5 0 0 5 3 0 5 6 0 3 0 0 4 9 0 5 0 0 5 3 0 5 6 0 5 9 0 6 0 0 3 3 0 5 1 0 5 5 0 5 8 0 5 li 0 6 2 0 6 6 Cl 8 6 0 5 6 0 0 10 0 6 1 0 6 5 0 6 8 0 7 0 0 O o 9 0 5 li 0 6 o O 0 6 6 0 6 11 0 7 2 0 7 6 0 4 0 0 6 4 0 6 8 0 7 0 0 7 4 0 7 8 0 8 0 0 4 3 0 6 8 0 7 1 0 7 5 0 7 10 0 8 1 0 8 6 0 4 6 0 7 1 0 7 6 0 7 10 0 8 3 0 8 7 0 9 0 0 4 9 0 7 6 0 7 it 0 8 4 0 8 9 0 9 1 0 9 6 0 £ 0 0 7 1 1 0 8 4 0 8 9 0 9 2 0 9 7 0 10 0 0 5 3 0 8 3 0 8 9 0 9 2 0 9 8 0 10 0 0 10 6 0 5 6 0 8 8 0 9 2 0 9 7 0 10 1 0 10 6 0 11 0 0 5 9 0 9 9 1 9 9 7 0 10 0 0 10 7 0 11 0 0 11 6 0 6 0 0 6 0 10 0 0 10 6 0 11 0 0 11 6 1 0 0 6 0 6 3 0 9 10 0 10 5 0 10 li 0 11 6 0 11 ll 1 0 0 6 6 0 10 3 0 10 10 0 11 4 0 11 li 1 0 5 1 1 0 0 6 9 0 10 8 0 11 3 0 11 9 1 0 5 1 0 11 1 1 6 0 7 0 0 n 1 0 11 8 1 0 3 1 0 10 1 1 5 1 2 0 0 7 3 0 ii 5 1 0 1 1 0 8 1 1 4 1 0 10 1 2 6 0 7 6 0 n 10 1 0 6 1 1 t 1 1 9 1 2 4 1 3 0 0 7 9 1 0 3 1 0 H 1 1 6 1 2 3 1 2 10 1 o o 6 0 3 0 1 0 8 1 1 4 1 1 l ] 1 2 8 1 3 4 1 4 0 0 8 3 1 1 0 1 1 9 1 2 5 1 3 2 1 3 9 1 4 6 0 8 6 1 1 5 1 o 2 1 2 10 1 3 7 1 4 3 1 5 0 0 8 9 0 1 1 10 1 2 7 1 3 3 1 4 1 1 4 9 1 5 6 0 9 1 n 3 1 o O 0 1 3 9 1 4 6 1 5 3 1 6 0 0 9 8 1 2 7 1 3 5 1 4 2 1 4 li 1 5 8 1 6 G 0 9 9 G 3 3 0 ! i 3 10 1 4 7 1 5 4 1 6 2 1 7 0 0 o ! 3 5 I I 4 3 1 5 0 1 5 10 1 0 8 1 7 G 0 10 0 1 3 10 i 1 4 .8 1 5 3 1 6 4 1 7 2 1 8 0 0 TO 3 1 4 2 1 1 5 1 1 & li 1 0 9 1 7 7 1 8 G 0 10 6 1 4 7 1 5 G i 1 i 6 4 1 7 3 1 8 1 1 9 0 0 10 9 1 0 1 5 1 i 1 0 9 1 Y^. $ 8 I 8 7 1 9 G fj 11 0 1 5 5 1 1 G 4 1 7 3 1 8 C) 1 9 0 1 10 0 0 11 o 1 h 9 1 6 9 i 7 8 1 8 7 1 9 6 1 10 0 0 1 1 li 1 6 2 ! i 7 2 1 S 1 1 9 1 1 10 0 1 11 0 0 3 1 u 1 6 7 1 7 7 1 8 G 1 9 6 1 10 G ] 11 G 1 0 0 1 7 0 1 8 0 5 9 0 1 10 0, i 11 0 o 0 0 carpenter’s work. y 7 THE LENGTH OF THE BOARD, GLASS, PAVEMENT, &c. BEING - ft. in. 2 1 ft. in. 2 2 ft. in. 2 3 ft. in. 2 4 ft. in. 2 5 ft. 2 in. 6 bread thin contents. contents. contents. contents. contents. contents. ft. in. pts. ft. in. pts. ft. in. pts. ft. in. pts. ft. in. pts. ft. in. pis. ft. in. pts. > 0 1 3 0 2 7 0 2 8 0 O 9 0 0 4 *J 11 0 3 0 0 3 1 0 1 6 0 3 1 0 3 0 0 0 3 4 0 3 6 0 3 7 0 3 9 0 1 9 0 3 7 0 3 9 0 3 11 0 4 1 0 4 2 0 4 4 0 0 0 0 4 2 0 4 4 0 4 6 0 4 8 0 4 10 0 5 0 0 2 3 0 4 8 0 4 10 0 5 0 0 5 3 0 5 5 0 5 7 0 2 6 0 5 2 0 5 5 0 5 7 0 5 10 0 -6 0 0 6 3 0 2 9 0 5 8 0 5 1 1 0 6 2 0 6 5 0 6 7 0 6 10 0 3 0 0 6 3 0 6 6 0 6 9 0 7 0 0 7 3 0 7 6 0 3 3 0 6 9 0 7 0 0 7 3 0 7 7 0 7 10 0 8 1 0 3 6:0 7 3 0 7 7 0 7 10 0 v 8 0 0 8 5 0 8 9 0 S 9 0 7 9 0 8 1 0 8 5 0 8 9 0 9 0 0 9 4 0 4 °;o 8 4 0 8 8 0 9 0 0 9 4 0 9 8 0 10 0 0 4 3 0 8 10 0 9 2 0 9 6 0 9 11 0 10 3 0 10 7 0 4 6,0 9 4 0 9 9 0 10 1 0 10 6 0 10 10 0 11 3 0 4 9; 0 9 10 0 10 3 0 10 8 0 11 l 0 ll b 0 11 10 0 5 0 0 10 5 0 10 10 0 11 3 0 11 8 1 0 1 1 0 6 0 5 3 0 10 11 0 11 4 0 11 9 1 0 3 1 0 8 1 1 1 0 5 6 0 11 5 0 11 11 *1 0 4 1 0 10 1 1 3 1 1 9 0 5 9 0 11 11 1 0 5 1 0 ll l 1 5 1 1 10 1 2 4 0 6 0 1 0 6 1 1 0 1 1 6 i 2 0 1 2 6 l 3 0 0 6 3 1 1 0 1 1 6 l 0 0 1 0 /W 7 1 3 1 1 3 7 0 6 6 1 6 1 2 1 1 2 7 1 3 •V 1 3 8 1 4 3 0 6 9 1 2 0 1 0 7 1 3 2 1 3 9 1 4 3 1 4 10 0 7 ° 1 2 7 1 3 2 1 3 9 1 4 4 1 4 11 1 5 6 0 7 3 1 3 1 1 3 8 1 4 • 3 1 4 11 1 b 6 1 6 1 0 7 6 1 3 7 1 4 3 1 4 10 1 5 6 1 6 l 1 6 9 0 7 9 1 4 1 1 4 9 1 5 5 1 6 l 1 6 8 1 7 4 0 8 0 1 4 8 1 5 4 1 6 0 1 6 8 1 7 4 1 8 0 0 8 3 1 5 2 1 5 10 1 6 6 1 7 3 1 7 11 1 8 7 0 8 6 1 5 8 1 6 5 1 7 1 1 7 10 1 8 6 1 9 3 0 8 9 1 6 2 1 6 11 1 7 8 1 8 b 1 9 1 1 9 10 0 9 0 1 6 9 1 7 6 1 8 3 1 9 0 1 9 9 1 10 6 0 9 3 1 7 3 1 8 0 1 8 9 1 9 7 1 10 4 1 10 1 0 9 6, 1 7 9 1 8 7 1 9 4 1 10 2 1 10 11 1 11 9 0 9 9 1 8 3 1 9 1 1 9 1 t 1 10 9 1 11 6 2 0 4 0 10 0 1 8 10 1 9 8 1 10 6 1 ll 4 2 0 2 0 ** l 1 i 0 10 3 1 9 4 l 10 2 1 11 0 1 ll 11 2 0 9 2 1 7 0 10 6 1 9 10 1 10 9 1 ll 7 2 0 6 0 ••w 1 4 2 2 3 0 10 9 1 10 5 1 11 3 2 0 2 2 1 1 2 2 0 2 2 10 0 11 0 1 10 11 1 11 10 2 0 9 2 1 8 2 2 7 Q 3 6 0 11 3 1 11 5 2 0 4 2 1 3 O Q 3 0 AW 3 2 O V 4 1 0 11 6 1 11 11 2 0 11 2 1 10 | 2 2 10 2 3 9 0 ** 4 9 0 11 9\2 0 6 2 1 5 2 2 5 2 3 5 2 4 4 2 b 4 1 0 0 2 1 0; 2 2 0 O 3 0 ' Q ** 4 0 2 5 0 2 6 0 9® builder’s new price-book. THE LENGTH OF THE BOARD, GLASS, PAVEMENT, &c. BEING ft. in. t 2 7 j ft. in 2 8 • ft. in. 2 9 ft. 2 in. 10 ft. 2 in 11 • 1 ft. 3 1 1 O ? 1 breadth in. contents j contents. contents- contents. contents, i contents ft. in . pts. f t. in. pts- t. in. pts* f t. in. pts. ft. in. pts. ft. in. pts.ll t. in. pts* O 1 3 0 3 2! 0 3 4 0 3 5 0 3 6 0 3 7 0 3 9 0 1 6 0 3 10 | 0 4 0 0 4 1 0 4 3 0 4 4 0 4 6 0 1 9 04 a 0 4 8 0 4 9 0 4 1 1 0 5 1 0 5 3 0 2 0 0 5 2 0 5 4 0 5 6 0 5 8 0 5 10 0 6 0 0 2 3 0 5 9 0 6 0 0 6 2 0 6 5 0 6 7 0 6 9 o 2 6 0 6 5 0 6 8 0 6 10 0 7 2 0 7 3 0 7 6 0 2 9 0 7 1 j 0 7 4 0 7 6 0 7 10 0 8 0 0 8 3 0 3 0 0 7 9 0 8 0 0 8 3 0 S 6 9 8 9 0 9 0 0 3 3 0 8 4 0 8 8 0 8 11 0 9 2 0 9 6 0 9 9 0 3 6 0 9 0 0 9 4 0 9 7 0 9 11 0 10 2 0 10 a 0 3 9 0 9 8 0 10 0 0 10 3 0 10 7 0 10 11 0 11 3 0 4 0 0 10 4 0 lo 8 0110 0 114 0 1 1 8 1 0 0 o 4 3 0 10 11 0 11 4 Oil 8 1 0 0 1 0 5 1 0 9 0 4 a Oil 7 1 0 0 10 4 1 0 9 1 1 1 1 1 6 0 4 9 10 3 1 0 8 110 1 1 5 1 1 10 1 2 3 0 5 0 1 Oil 1 1 4 119 1 2 3 1 2 7 l 3 O 0 5 3 1 1 0 1 2 0 12 5 1 2 10 1 3 4 1 3 9 0 5 a 12 2 1 2 8 13 1 1 3 7 1 4 0 1 4 6 o 5 9 1 2 10 1 3 4 13 9 1 4 3 1 4 9 1 5 3 0 6 0 13 6 1 4 0 14 6 1 5 0 1 5 6 1 6 0 0 6 3 14 1 1 4 8 15 2 1 5 8 1 6 3 1 6 9 0 6 6 14 9 1 5 4 15 10 1 6 5 1 6 11 1 7 0 0 6 9 15 5 1 6 0 16 6 1 7 1 1 7 8 1 8 3 o 7 0 16 1 1 6 8 17 3 1 7 10 1 6 5 1 9 0 0 7 3 16 8 1 7 4 1 7 11 1 8 6 1 9 1 1 9 9 0 7 6 17 4 l 8 0 18 7 1 9 3 1 9 10 1 10 a 0 7 9 1 8 0 1 8 8 19 3 1 9 11 1 10 7 1 11 3 0 8 0 18 8 1 9 4 19 11 1 10 8 1 11 4 2 0 0 0 8 3 19 3 1 10 0 1 10 8 1 11 4 2 0 0 2 0 9 0 8 0 1 9 11 1 10 8 111 4 2 0 1 2 0 9 2 1 a 0 8 9 1107 1 11 4 2 0 0 2 0 9 2 1 6 2 2 3 0 9 0 111 3 2 0 0 2 0 9 2 1 6 2 2 3 2 3 0 o 9 3 1 11 10 2 0 8 2 15 2 2 2 2 2 11 2 3 9 0 9 6 2 0 6 2 1 4 2 2 1 2 2 11 2 3 8 2 4 a 0 9 9 2 12 2 2 0 2 2 9 2 3 7 2 4 5 2 5 3 0 10 0 2 110 t 2 8 2 3 6 2 4 4 2 5 2 2 6 0 0 10 3 2 2 5 2 3 4 2 4 2 2 5 0 2 5 10 2 6 9 © 10 6 2 3 1 2 4 0 2 4 10 2 5 9 2 6 7 2 7 a O 10 9 2 3 9 2 4 8 2 5 6 2 6 5 2 7 4 2 8 3 0 11 0 2 4 5 2 5 4 2 6 3 2 7 2 2 8 1 2 9 0 0 11 3 2 5 0 2 6 0 2 6 11 2 7 10 2 8 9 2 9 9 0 11 6 2 5 8 2 6 8 2 7 7 2 8 7 2 9 6 0 10 0 a 0 11 9 2 6 4 2 7 4 2 8 3 2 9 3 2 10 3 2 11 O A 1 0 0 2 7 0 2 $ 0 2 9 0 2 10 0 2 11 0 3 0 U carpenter’s work 9a THE LENGTH OF THE BOARD, GLASS, PAVEMENT, &c. BEING % ft 3 in. l ft . 3 in. 2 ft 3 in. 3 ft. 3 in. 4 ft. 3 in. 5 ft 3 in a breadth ir ft. in. pts i contents. . ft. in. pts contents, ft. in. pts contents, .ft. in. pts contents. . ft. in. pts content s . ft. in. pts contents. • ft. in. pts. 0 1 3 0 3 10 0 3 11 0 4 0 0 4 2 ■ 0 4 3 0 4 4 0 1 6 0 4 7 0 4 9 0 4 10 0 5 0 0 5 1 0 5 3 0 1 9 0 5 4 0 5 7 0 5 8 0 5 10 0 5 11 0 a 1 0 2 o 0 a 2 0 a 4 0 a a 0 6 8 0 a 10 0 7 0 0 2 3 0 a 11 0 7 1 0 7 3 0 7 a 0 7 8 0 7 10 0 2 6 0 7 8 0 7 11 0 8 1 0 8 4 0 8 a 0 8 9 0 2 9 0 8 5 0 8 8 0 8 11 0 9 2 0 9 4 0 9 7 0 3 0 0 9 3 0 9 a 0 9 9 0 10 0 0 30 3 0 10 6 0 3 3 0 10 0 0 10 3 0 10 a 0 10 10 0 11 2 0 11 4 0 3 a 0 10 9 0 1 1 0 0 11 4 0 11 8 0 11 11 1 0 3 0 3 9 0 13 a 0 11 10 1 0 2 1 0 a 1 0 9 1 1 1 0 4 0 1 0 4 1 0 8 1 1 0 1 1 4 1 1 8 1 2 0 0 4 3 1 1 1 1 1 5 1 1 9 1 2 2 1 2 a 1 2 10 0 4 a 1 1 10 1 o 3 1 2 7 1 3 0 1 3 4 1 3 9 0 4 9 1 2 7 1 3 0 1 3 5 1 3 10 1 4 2 1 4 7 0 5 0 1 3 5 1 3 30 1 4 3 1 4 8 1 5 1 1 5 a 0 5 3 ] 4 2 l 4 7 1 5 0 1 5 a 1 5 11 1 a 4 0 5 a 1 4 11 1 5 5 1 5 30 1 a 4 1 a 9 1 7 3 0 5 9 1 5 8 1 a 2 1 a 8 1 7 2 1 7 7 1 8 1 © 6 0 1 6 a 1 7 0 2 7 a 1 8 0 1 8 a 1 9 0 0 6 3 1 7 3 1 7 9 1 8 3 1 8 10 1 9 4 1 9 10 © 6 a 1 8 0 1 8 7 1 9 i 1 9 8 1 10 2 1 10 9 0 (5 9 1 8 9 1 9 4 1 9 li 1 10 a 1 11 0 1 11 7 0 7 0 1 1 9 7 1 10 2 1 10 9 1 11 4 3 11 11 2 0 a 0 7 3 1 10 4 1 10 11 1 H 6 2 0 2 2 0 9 2 1 4 0 7 a 1 11 2 1 11 9 2 0 4 2 1 0 2 1 7 2 2 3 0 7 9 1 11 11 2 0 a 2 1 2 2 1 10 2 2 5 2 3 1 0 8 0 2 0 8 2 1 4 2 2 0 -ft 2 8 2 3 4 2 4 O 0 8 3 2 1 5 2 2 1 2 2 9 2 3 a 2 4 2 2 4 10 0 8 6 2 2 3 2 2 11 2 3 7 2 4 4 2 5 0 2 5 9 0 8 9 2 3 0 2 3 8 2 4 5 2 5 2 2 5 10 2 a 7 0 9 0 2 3 9 2 4 a 2 5 3 2 a 0 2 a 9 2 7 6 0 9 3 2 4 a 2 5 3 2 a 0 2 a io 2 7 7 2 8 4 0 9 a 2 5 3 2 a i 2 a io 2 7 8 2 8 5 2 9 3 0 9 9 2 a 0 2 a io 2 7 8 2 8 a 2 9 3 2 10 1 0 10 0 2 a io 2 7 8 2 8 a 2 9 4 2 10 2 2 11 0 © 10 3 1 2 7 7 2 8 5 2 9 3 2 10 2 2 11 8 2 11 10 0 10 6 2 8 4 2 9 3 2 10 1 2 11 0 2 11 30 3 0 9 0 10 9 2 9 1 2 30 0 2 10 11 2 11 10 3 0 8 3 1 7 0 11 0 2 9 11 2 10 10 2 11 9 3 0 8 3 1 7 3 2 § 0 11 3 2 10 8 2 11 7 3 0 a 3 1 a 3 2 5 3 3 4 0 11 6 2 11 5 3 0 5 3 1 4 3 2 4 3 3 3 3 4 3 0 11 9 3 0 2 3 1 2 3 2 2 3 3 2 3 4 1 3 5 * X 1 e 0 3 1 0 3 2 0 3 3 0 3 4 0 I 3 5 0 3 6 0 o 100 builder’s new price-book. THE LENGTH OF THE BOARD, GLASS, PAVEMENT , &c. BEING ft. in. 3 7 ft. in. 3 8 ft. in 3 9 ft 3 in. 10 ft. in. 3 11 ft. in. 4 0 breadth in contents. contents. contents. contents. contents. contents. ft. in. pts. ft. in. pts. ft. in. pts. ft. in. pts. ft. in. pts. ft. in. pts ft. in. pts. 0 1 3 0 4 5 0 4 7 0 4 8 0 4 9 o 4 10 0 3 0 0 1 6 0 5 4 0 5 6 0 3 7 0 5 9 0 5 10 0 6 0 0 1 9 0 6 3 0 6 5 0 6 6 0 6 8 0 6 10 0 7 0 0 2 0 0 7 2 0 7 4 0 7 6 0 7 8 0 7 10 0 8 0 0 2 3 0 8 0 0 8 3 0 8 5 0 8 7 0 8 9 0 9 0 0 2 6 0 8 11 0 9 2 0 9 4 0 9 7 0 9 9 0 10 0 0 2 9 0 9 10 0 10 1 0 10 3 0 10 6 0 10 9 0 11 0 0 3 0 0 10 9 0 n 0 0 1 1 3 0 11 6 0 ll 9 1 0 0 0 3 3 0 1 1 7 0 n 11 1 0 2 1 0 5 1 0 8 1 1 0 0 3 6 1 0 6 1 0 10 1 1 1 l 1 3 1 1 8 1 2 0 0 3 9 1 1 5 1 1 9 1 2 0 1 2 4 1 2 8 1 3 0 0 4 0 1 2 4 1 2 8 J 3 0 1 3 4 1 3 8 1 4 0 0 4 3 1 3 2 1 3 7 1 3 11 1 4 3 1 4 7 t 5 0 0 4 6 1 4 1 1 4 6 1 4 10 1 5 3 1 5 7 1 6 0 0 4 9 1 5 0 1 3 3 1 3 9 1 6 2 1 6 7 1 7 0 0 5 0 1 5 11 1 6 4 1 6 9 1 7 2 1 7 7 1 8 c 0 5 3 1 6 9 1 7 3 1 7 8 1 8 1 1 8 6 1 9 0 0 5 6 1 7 8 1 8 2 1 8 7 1 9 1 1 9 6 1 10 0 0 5 9 1 8 7 1 9 1 1 9 6 1 10 0 1 10 6 1 1 1 0 0 6 0 1 9 6 t 10 0 i 10 6 1 11 0 1 1 1 6 o AJ 0 0 0 6 3 1 10 4 1 10 11 1 ii 5 l 11 11 2 0 3 2 1 0 0 6 6 1 ii 3 1 11 10 2 0 4 2 0 11 2 1 5 2 2 0 0 6 9 2 0 2 2 0 9 2 1 3 2 i 10 2 2 5 2 3 0 0 7 0 2 1 1 2 1 8 2 2 3 o 2 10 2 3 3 2 4 0 0 7 3 O At 1 11 2 2 7 2 3 2 2 3 10 2 4 4 2 5 0 0 7 6 O 2 10 2 3 6 2 4 1 2 4 9 2 5 4 2 6 0 0 7 9 2 3 9 2 4 5 2 3 0 2 5 9 2 6 4 2 7 0 0 8 0 2 4 8 o /W 5 4 2 6 0 2 6 8 2 7 4 2 8 0 0 8 3 2 5 7 2 6 O O 2 6 1 1 2 7 8 2 8 3 2 9 0 0 8 6 2 6 6 2 7 2 2 7 10 2 8 7 2 9 3 o 10 0 0 8 9 2 7 4 2 8 ] 2 8 9 2 9 7 2 10 3 2 n 0 0 Q 0 2 8 8 o 9 0 2 9 9 2 10 6 2 ii 3 3 0 0 © 9 3 2. ' 9 2 2 9 11 2 10 8 2 ll 0 3 0 2 3 1 0 0 9 6 2 10 1 2 10 1C 2 n 7 3 0 3 3 1 2 3 2 0 0 9 9 2 10 11 2 n 9 3 0 6 3 1 5 3 2 2 3 3 0 0 10 0 2 11 10 3 0 8 3 1 6 3 2 4, 3 3 2 3 4 0 0 10 3 3 0 9 3 i 7 3 2 3 3 3 4' 3 4 1 3 5 0 0 10 6 3 1 8 3 2 6 3 3 4 3' 4 3 3 3 1 3 6 0 0 10 9 3 2 6 3 3 5 3 4 3 3 3 3 3 6 1 3 7 0 0 11 0 3 3 5 3 4 4 3 & 3 3 6 2 3 7 1 3 8 0 0 11 S 3 4 4 3 3 3 3 6 o 3 7 2 3 8 Oj 3 9 0 0 11 6 3 5 3 3 6 2 3 n t 2 3 8 1 o O 9 0 3 10 0 0 3 1 9 3 6 1 3 7 i 3 8 1 3 9 1 3 10 o| 3 ll 0 1 0 0 3 7 0 3 8 0 3 9 4 c 3 10 0 3 ll 0 4 0 0 .JL o 0 0 7 2 0 7 4 0 7 6 0 7 8 9 7 10 0, 8 0 0 3 0 © 10 9 0 H. 0 0 11 3 0 ll 6 0 1 1 9 Oj 12 0 0 carpenter’swokr. 101 THE LENGTH OF THE BOARD, GLASS, PAVEMENT, &c, BEING ft. 4 in. 1 ft. 4 in. 2 ft. 4 in 3 ft. 4 in. 4 ft. 4 in. 5 ft. 4 w in. 6 breadth in contents. contents. contents. contents . contents. contents. ft. in. pts. ft. in. pts ft. in. pts. ft. in. pts. ft. in. pts. ft. in. pts. ! ft. in. pts. 0 1 3 0 5 1 0 5 C* iV 0 5 3 0 5 5 0 5 (j 0 5 7 0 1 6 0 6 1 0 6 3 0 6 4 0 6 6 0 6 7 0 6 9 0 1 9 0 7 1 0 7 3 0 7 5 0 7 7 0 7 8 0 7 10 0 2 0 0 8 2 0 8 4 0 8 6 0 8 8 0 8 10 0 9 0 0 2 3 !o 9 2 0 9 4 0 9 6 0 9 9 0 9 11 0 10 1 0 2 6 o 10 2 0 10 5 0 10 7 0 10 10 0 li 0 0 li 3 0 2 9 0 11 2 0 1 1 5 0 n 8 0 11 li 1 0 1 1 0 4 0 3 0 1 0 3 1 0 6 1 0 9 t 1 0 1 l 3 1 1 6 0 o a 3 1 1 3 1 1 6 1 1 9 1 2 1 1 2 4 1 2 7 0 3 6 1 2 3 1 2 7 1 2 10 1 3 2 1 O O 5 1 3 9 0 3 9 1 3 3 1 3 7 1 3 1 1 1 4 3 1 4 6 1 4 10 0 4 0 1 4 4 1 4 8 1 5 0 1 5 4 1 5 8 1 6 0 0 4 3 1 5 4 1 5 8 1 6 0 1 6 5 1 6 9 1 7 1 0 4 6 h 6 4 1 6 9 1 7 1 1 7 6 3 7 10 1 8 3n 0 4 9 1 7 4 1 7 9 1 8 3 1 8 7 1 8 11 1 9 4 0 5 0 1 8 5 1 8 10 1 9 o O 1 9 8 1 10 1 1 1 10 6 0 5 3 1 9 5 1 9 10 1 10 3 1 10 9 1 1 l 2 1 li 7 0 5 6 1 10 5 1 10 11 1 u 4 1 11 10 2 0 3 2 0 9 0 5 9 1 n 5 1 li 11 2 0 5 2 0 li 2 1 4 O -w 1 10 0 6 0 2 0 6 2 l o 2 1 6 2 2 0 o 2 6 2 3 0 0 6 3 2 i 6 2 2 0 2 O /W 6 2 3 1 2 3 7 2 4 1 0 6 6 2 2 6 2 3 1 2 3 7 o 4 2 2 4 8 2 5 3 0 6 9* 2 3 6 2 4 1 2 4 8 2 5 3 2 5 9 2 6 4 0 7 0 2 4 7 2 5 2 2 5 9 2 6 4 2 6 11 2 7 6 0 7 3 o 5 7 2 6 2 £ 6 9 o 7 5 2 8 0 2 8 7 0 7 6 2 6 7 2 7 3 2 7 10 2 8 6 2 9 1 2 9 9 0 7 9 2 7 7 2 8 3 2 8 ll 2 9 7 2 10 2 2 10 10 0 8 0 2 8 8 2 9 4 2 10 0 2 10 8 2 u 4 3 0 0 0 8 3 2 9 8 2 10 4 2 1 1 0 2 11 9 3 0 5 3 1 1 0 8 6 2 10 8 O AS 1 1 5 3 0 1 3 0 10 3 1 6 3 2 3 0 8 9 2 11 8 3 0 5 3 1 9 3 1 li 3 2 7 3 3 4 0 9 0 3 0 9 3 l 6 3 2 3 3 3 0 3 3 9 O O 4 3 0 9 3 3 1 9 3 2 6 3 3 3 3 4 l 8 4 10 3 5 7 0 9 6* 3 2 9 3 3 7 o o 4 4 3 5 2 3 5 li 3 6 Q 0 9 9 3 3 9 3 4 n / 3 5 5 3 6 3 3 7 0 3 7 10 0 10 0 3 4 10 3 5 8 3 6 6* 3 7 4 3 8 2 3 o 0 0 lO 3 3 5 10 3 C) 8 3 7 6 3 8 5 3 9 3 3 10 1 0 10 6 3 6 10 3 7 9 3 8 7 3 9 6 3 10 4 3 11 3 0 10 9 3 7 lo O O 8 9 3 9 8 3 10 7 3 li 6 4 0 4 0 n 0 3 8 11 3 9 10 3 10 9 4 li 8 4 0 7 4 1 6 0 n 3 3 9 11 3 10 10 3 li 9 4 0 9 4 l 8 ' 4 2 7 0 u 6 3 10 11 3 li 11 4 0 10 4 1 10 4 2 9 ' 4 3 Q 0 li 9 3 11 11 4 0 11 4 1 n ' 4 2 n 4 3 li * 4 4 11 1 0 0 4 1 0 4 2 0 4 3 0 ; 4 0 ' 5 o * 4 5 0 o 9* 0 0 8 2 0 8 4 °1 8 6 0 £ 1 8 o|i 3 10 0 < 1 0 0 102 builder’s new price-book. THE LENGTH OF THE BOARD, GLASS, PAVEMENT, Sec. BEING ft. 4 in 7 . 1 ft. 4 in. 8 ft. 4 in. 9 ft 4 in. 10 ft. 4 in. 11 ft. 5 in. 0 ( breadth in ft. in. pts.i contents, t. in. pts. contents, ft. in. pts. i contents, t. in. pts. contents, ft. in. pts. contents, ft. in. pts. contents, ft. in. pts. 0 1 3 0 5 8 0 5 10 0 5 11 0 6 0 0 6 1 0 6 3 0 1 6 0 6 10 0 7 0 0 7 1 0 7 3 0 7 4 0 7 6 0 1 9 0 8 0 0 8 2 0 8 3 0 8 5 0 8 7 0 8 9 0 2 0 0 9 2 0 9 4 0 9 5 0 9 8 0 9 10 0 10 0 0 2 3 0 10 3 0 10 G 0 10 8 0 10 10 0 11 0 0 11 3 0 2 6 0 11 5 0 11 8 0 11 10 1 0 1 l 0 3 1 0 6 0 2 9 1 0 / 1 0 10 l 1 0 1 1 3 l 1 6 1 1 9 0 3 0 1 1 9 1 2 0 1 2 3 1 o 6 l 2 9 1 3 0 0 3 3 1 2 10 1 3 2 1 3 5 1 3 8 l 3 11 1 4 3 0 3 6 1 4 6 1 4 4 r 4 7 1 4 11 l 5 2 1 5 6 0 3 9 1 5 2 1 5 0 i 5 9 1 6 1 l 6 5 1 G 9 0 4 0 1 6 4 1 6 8 i 7 0 1 7 4 l 7 8 1 8 0 0 4 3 1 7 5 1 7 10 i 8 2 1 8 6 l 8 10 1 9 3 0 4 6 1 8 7 1 9 0 i 9 4 1 9 9 l 10 1 1 10 6 G 4 9 1 9 9 1 10 2 i 10 6 1 10 11 l 1 I 4 1 11 9 0 5 0 1 10 11 1 11 4 i 11 9 2 0 2 2 0 7 2 1 0 0 5 3 2 0 0 2 0 6 2 0 11 2 1 4 2 1 9 2 2 3 0 5 0 2 1 2 2 1 8 2 2 1 2 2 7 2 3 O 2 3 6 0 5 9 2 2 4 2 2 10 2 3 3 2 3 9 2 4 3 2 4 9 0 6 0 2 3 G 2 4 0 2 4 0 2 5 0 2 5 6 2 6 0 0 Q 3 2 4 7 2 5 2 2 5 8 2 6 2 2 6 8 2 7 3 0 6 6 2 5 9 2 6 4 2 6 10 2 7 5 2 7 11 2 8 6 0 G 9 2 0 11 2 7 6 2 8 0 2 8 7 2 9 2 2 9 9 0 7 0 2 8 1 2 8 8 2 9 3 2 9 1° 2 10 5 2 11 0 © 7 3 2 9 3 2 9 30 2 10 5 2 11 0 2 11 ,7 3 0 3 0 7 6 O 10 4 I 2 U 0 2 3 1 7 3 0 3 3 0 10 3 1 6 0 7 9 11 6 3 0 2 8 0 9 3 1 5 3 2 i 3 2 9 G 8 0 1 3 0 8 3 1 4 3 2 0 3 2 8 3 3 4 3 4 0 0 8 3 j 3 1 9 1 3 2 G 3 3 2 3 3 10 3 4 G 3 5 3 0 8 0 3 2 11 , 3 3 8 3 4 4 3 5 1 3 5 9 3 6 6 0 8 9 3 4 1 3 4 10 3 5 6 3 G 3 3 7 0 3 7 9 0 9 0 3 5 3 ! 3 j 6 0 3 6 9 3 7 6 3 8 3 3 9 0 0 9 3 3 G 4 ! 3 7 2 3 7 11 3 8 8 t 9 5 3 10 3 0 9 6 3 7 9 I 3 8 4 3 9 1 3 9 11 3 10 8 3 11 6 0 9 9 3 8 8 3 9 G 3 10 3 3 11 1 3 11 li 4 0 9 0 10 0 S 9 10 3 10 8 3 11 6 4 0 4 4 1 2 4 2 0 © 10 3 3 10 1 1 | 3 1 1 10 4 0 8 4 1 6 4 2 4 4 3 3 0 10 6 4 0 1 4 1 0 4 1 10 4 2 9 4 3 7 4 4 6 0 10 9 4 1 3 4 2 o 4 3 0 4 3 11 4 4 10 4 5 9 0 11 0 4 2 5 4 3 4 4 4 3 4 5 2 4 0 1 4 7 0 0 1 1 3 4 3 G 4 4 6 4 5 5 4 6 4 4 7 3 4 8 3 0 11 6 4 4 8 4 5 8 4 6 7 4 7 7 4 8 6 4 9 6 0 11 9 4 5 10 4 G 10 4 7 9 4 8 9 4 9 9 4 10 9 1 0 0 4 / 0 4 8 0 4 9 0 4 10 0 4 11 0 5 0 0 o 0 0 9 2 0 9 4 0 1 9 6 0 8 0 9 10 0 1 9 0 0 pARPENTER’s WORK. 103 THE LENGTH OF THE BOARD, GLASS, PAVEMENT, OTHER MEASUREMENT, IN FEET AND INCHES, BEING feet. in. feet. in. feet. in. feet. in. feet. in. feet. in. 19 7 19 8 19 9 19 10 19 11 20 0 ' **ead. contents. contents. contents. contents. contents. conts. ft. in. ft. in. pts. ft. in, pts. ft. in . pts. ft. in. pts. ft. in. pts. ft. in. 0 2 3 3 2 3 3 4 3 3 6 3 3 8 3 3 10 3 4 0 3 4 10 9 4 11 0 4 11 3 4 11 6 4 11 9 5 0 0 4 6 6 4 6 6 8 6 7 0 6 7 4 6 7 8 6 8 0 5 8 1 11 8 2 4 8 2 9 8 3 2 8 3 7 8 4 0 6 9 9 6 9 10 0 9 10 6 9 11 0 9 11 6 10 0 o 7 11 5 1 11 5 8 11 6 3 11 6 10 11 7 5 11 8 0 8 13 0 8 13 1 4 13 2 0 13 2 8 13 3 4 13 4 o 9 14 8 3 14 9 0 14 9 9 14 10 6 14 11 3 15 0 c 10 16 ' 3 10 16 4 8 16 6 4 16 6 9 16 7 2 16 8 0 11 17 11 5 18 0 4 18 1 3 18 2 2 IS 3 1 18 4 1 0 19 7 0 19 8 0 19 9 0 19 10 0 19 11- 0 20 O 2 0 39 2 0 39 4 0 39 6 0 39 8 0 39 10 0 40 0 3 0 58 9 0 59 0 0 59 3 0 50 6 0 59 9 0 60 O 4 0 78 4 0 7 8 8 0 79 0 0 79 4 0 79 8 0 80 0 5 0 97 11 0 98 4 0 98 9 0 99 2 0 99 7 0 100 0 6 0 H7 6 0 118 0 0 118 6 0 119 0 °i 119 6 o 1 120 0 7 o' 137 1 0 137 8 0 138 3 0 138 10 0 13 9 5 0 140 0 8 0 15(3 8 0 157 4 0 158 0 0 158 8 0 159 4 0 lt>0 0 9 °l 176 3 0 1 77 0 0 177 9 0, 178 6 0 179 3 °i 180 0 10 0 105 10 °l 196 8 0 I 07 6 0 198 4 0, 199 2 0 200 0 ii 0, 215 5 °i 21(5 4 0 217 3 0 218 2 o 1 21 Q 1 0 220 0 12 0 1 235 0 o 1 1 236 0 0 j 237 0 0, 238 0 o' 239 0 0 240 0 13 0 1 254 7 0 1 255 8 0 2 56 9 0 257 10 o' 258 11 0 260 0 14 274 2 0 1 2/5 4 o' 2 76 6 0 ! 2 77 8 0.278 10 0 280 0 15 0 293 9 0 295 0 0 ; 296 3 0;297 6 0298 9 0 300 0 1 6 0 313 4 0314 8 0, 316 0 0 317 4 o' 318 8 0 320 0 17 0 332 11 0 334 4 0 1 335 9 0 33 7 2 0 ! 338 7 0 340 0 18 0 352 6 °! 354 0 0 i 355 6 0 357 0 0 358 6 0 360 0 19 o. 372 1 o' 373 8 0 375 3 0 370 ’ 10 0 378 5 0 380 0 20 0 391 8 0, 393 4 0395 0 0 396 8 0 398 4 0 400 0 The reader will plea se to observe, that this last table increases re- jgularly one inch every step to 20 feet in length, which, by the help of addition only, may be continued to any length and breadth re- quired, and is a sufficient example to shew how to multiply feet and inches, as well as it more tables were continued. The other tables being only single numbers, 1 thought proper to make one table of j compound figures, by way ol explanation, as the larger the dimen- sion, the easier it is squared and the contents found. I N. B. By this table, if timber is 7I. 10s. per load, or 3s. per foot cube, you have only to add half so much as in the table, which is 5l. per load, and half being 2l, 3 0s. makes 7I. 10s. which is the present price of fir timber, 1803. Or if less than 5l. per load, you may deduct \ or 4 , or 4> and in that manner add or diminish to any price, and the following table the same which is 2s. 6d. per foot, or6l. 5s, per load. THIS TABLE Shews the value of one foot in length of timber, cut to any scantling or size, at the 2 £ 12 4 5 ( 111 34 4±l 11 3 $ 4f « io£ 1 3 4 44. 10 H 4 943 3 4 0 3 CO 8f 2— 34 s 24 3| 74 H 3 7 24 24 64 2 2| 6 2 2§ 54 14 n 5 1 1 1 2 2 4j 14 4 H J 4 3f 1 3 1 1 ol . ^ 2 3 4 i 2 1 4 « ( ’i|«i 6 7t 7f 8 7 ^4 4i5j 8 4 7# toln sfiof n| 9 H 7i 6|7 4i5i,6 H 74 10 9§ 9 Sa- lS 11 10| 10 6§ 7 7 4 14 13 12j 11 — 1 1 4 Hi 10| x ¥ 15 13j|14j 16 1*4 8 ft 9 17 1 6jf 18 17f 12||l3|!l4f 12|il3 14 1 !■§ 1 2 J 1 3 10^ ©4 4i|4||5^6i7 4 aj 5 4j 6 3J4 Q 3 ^4 3— 24 3 1 2 Oi'ol 4 4 i 5f 44 6§ 54 si 74 ! 8 i\ 9 84 74 8 64 64 4f 5 4^ 2§ 24 !||2 34.34I4 3 74 54 54 54 64 a 8 7I ' 2 7 11 |11|12 104114 12 94104111 104 q! y 4 q3 b 4 10 15j|164 I44'l5| 14 3 4| 94|10 13444 19 j20 184 19 16}|l7§ 15 i iof 21 20 19 184 11 11$ 22 23 21 20 22 1 24,134! 12 } 8 °*| 24 3 1 ^4 14 24 the intermediate figures are the contents in pence and farthings of one foot in length, value at 2s. per foot cube. Example. — What is the value of one foot of timber in length, whose scantling is 54 inches by 10| ? Look for 5§ in the top line, and tor iof on the left side line, and where they meet on that line is 9>, that is, nine pence halfpenny, which U the value of a piece of timber one foot long, of that scantling or dimensions. THIS TABLE Shews the value of one foot in length of timber, cut to any scantling: or 12 Pi- ll io| 2 f 3 6l n 10 9h - I ''4 9 8| 8 71 61 6 ^N'7 4 i|.54 6 1 i 4 |5 6 3 f; 4 §! 5 f 6 i 8 i 4 I '->i 3^4^ 5 R I 3 Oi “4 oi ^2 44 3|4f 3f 4 3f'3| 3§ 8 4 8 7i L, 2 i l \H 3* 2ik>j if u 4 | 4 31 oi o 1 ~ ,L O fOiloJ. 2 r4T4 H 5 4f 4 4 2 |S 4 I. 1 ij 2 il'il 4 3f 3* 3 2! 4 4 i 5 10 111 1 1 S3 ! 1 M 1 * - 1 4 jjLl IO| Vi t l-SKr 1 O nf H 94 lof Hi ioJ 8 ; 8 ! 10 7i 6§ 7 8 8| 6| 7i 8| H 7 n 6 6| 74 H 6f 6;f 5 H 6i 4 | H 4 i H H\ H- 4 4 34 H 6 1 1 °> 1 K>|h IjL 7$ 8 9 94 10 — * 0 r-i 13 | 15 16 | m 18 | 20 21 | 20 | 22 | 23425 264274 13 14 } 15 § 16 | 18 19 | 22||24 25 ^64 12 j J 34 15 16 17 18 | 1 9 | 20 ^ 21 | 23 24 (25 1 \ 12 13 14 | 15 | 1 6 | 17 -} 18 | 19 } 20|22 23 | 11 i 1 1 12 j 12 13 } 14 I 15 § 16 | 174 18 | 1 9 | 20 | ! 4 12 | 13 | 14 | 154 16 | 17 | 184 io| ii} 12 13 14 15 16 15 17 94 loljul 12 l 13 f 14 | 9 | 10 10 } Ilf 12 } 13 | 84 9b. 10 11 11 | 8 8 | 9 i 20 | 7 § 8 8 f 7 / 2 oi * . r • ‘ 1 1 Ij 2 2 ■ • 28 | 27§ 30 jS . B. The upper line, and the left side line of figures, are the dif- ferent dimensions : the intermediate figures are the contents in pence and farthings of one foot in length, value at 2s. 6d. per foot cube. Example. — 'W hat is the value of a foot of timber in length whose scantling is 7\ inches by ? Look for 7\ in the topline, a’nd for on the left side line, and where they meet on that line is 13- 3 * * * * , that is, 13 pence three farthings, which is the value of a piece of timber of that scantling or dimensions ■, and so of the rest. 106 builder’s new price-book. The following short observation is very useful : The length of scantling being 12 feet 4 by 3 inches is a cube foot. do. 9 4 by 4 is do. do. 6 6 by 4 is do. do. 3 '8 by 6 is do. do. 2 , Sin . Q by 6 is do. do. 2, 4 10 by 6 is do. do. 1,9 10 by 8 is do. do. 1, 4 12 by 9 is do. do. 6 12 by 2 is do. How many feet to a load of any kind of plank. Inches thick. Feet in a load . i ~i ^600 x 2 400 2 300 H 240 3 200 ^ 2 171 4 150 4| 131 5 120 H 109 6 ' > to a Load. ioo y 92 7 85 7\ 80 8 78 8 £ 73 9 70 9k 65 10 60 10i 55 2 11 j 50 n|J l 45 J 12 inches square, 40 feet or a load. Master joinee’s work, 107 Although this book is not intended to treat of mensuration, yet, to accommodate my country friends, it has been hinted to me the measuring round timber would be very useful ; being ever ready and willing to notice any hint for improvement, and to oblige all parties, have complied with the request, and in three different methods, by arithmetic. J It is customary in measuring of round timber, if a tree is regularly taper from bottom to top, to girt the tree in the middle with a string for a mean circumference between the two ends, then they double the string four times, and take that for the girt, or one side of the square, so that if a tree be 4 feet in circumference, the girt or side of the square is 1 foot. But, if a tree be irregularly shaped, that is, does not hold its bigness regularly, then they measure it at twice or thrice, according as it falls of the gradual size, and add all the several measurements together for the contents of the whole. The dimensions being taken, you get the contents by either of these rules : First, Square the girt, that is, multiply it into itself, aftd that pro- duct by the length, and divide by 144, and the quotient is the con- tents. Secondly, Multiply the square of the girt by the length, and that product by .12, and divide the last product by 1728, the cubical inches in a foot, and the quotient is the contents in feet. Thirdly, By duodecimal arithmetic square the girt and multiply the product by the length, and the last product is the contents. An example wrought by all the three ways— What is the solid contents of a piece of timber 16 inches girt and 8 feet long. Second. ^ 16 16 ■ 10 9 6 16 2 56 8 length. 256 The square of girt. 8 144)2048(14 feet. 144. 2048 12 608 576 — - Remains 12) 32(2 inches 24 $ parts. 1728)24576(14 _17_28 . 72 96 6912 144) 384(2 inches remains 288 12) 96(8 parts. Q6 Tin 108 guilder’s new price-book* Third. Feet, In. Pts. I 4 0 1 4 o 0 5 4 1 4 O X 9 4 8 14 2 8 . % &e first way the contents is 14 feet and 32 parts, w hich is 3 inches 8 parts. By the second, 14 feet, 384 seconds, or 2 inches and 8 parts* By the third, 14 feet, 2 inches, 8 parts. The third method is ther nearest, best, and most expeditious way of measuring by the pen® DEALS AND BATTENS. * • CT) • LO h|^ wKHjrj* &) ci o3 0) 1805. TP CO cO H s s . O o o o O o o o rl •*>0 i-(|r-t M|r cd|H m|d» m|tJ- 6 3 Average Price. CO co hi 3~ GO C/3 03 * _ _ . Mo* • YFn g OOO)>OH(OM h pH - <= * ^ CO CSI 0 3 »H rH rH h ^"OOOOOOTtCo C O C O 03 CS rH .H CO -h ^ Oi co d^scPo h ^ CO CO (N c ^) — ^ 7*1^ r-t|t m|c4 ^ O H K m K h r o i— g> *Q C<3 Cfl c) H H M *-— *> ^5’ *6 Ah CO CM <^J rH r~f ' H ^ 'O n GO ^ G »H H rH ^ rH rH ‘ ^ c» ^ © N't! "O o' CO * - P—t *5 ^ ^ O M C) H rr ^ -G r-G r-G » G O JZ o C ■ * H H w n o q p 75 13 • .3 .3 G G O H]d m[cs * ’-’ *j2 ^ Ci rl H H -H d 03 -Q T3 GJ § 6P .. 04 r^C' C- ^ r G 03 « 8 ' CD H JH 03 CL> QJ O , d) £'S^; »S • -4. S c V £ c "5 P-^ C3 w i 5-i 0 1=4 2 *G - cr, o: o3 CJ T3 C G H G4 ^ c r-G ^ O r g H CQ 03 ?» -G -» 5« 110 builder’s new price-book. MASTER JOINER’S PRICES. Average last 50 yrs. 180 t. L. MASTER JOINER’S WORK, ALL MATERIALS, ANT LABOUR. SLIT DEAL. At per foot superficial. Hough slit deal.. . . . . . 0 Do. with edges shot. O Do, ledged or battened O Do. do. ploughed and tongued. ......... O Do. do. planed on one side. ............. 0 Do. do. do. and glued. ................. O Do, do. rebated or grooved, and beaded and plugged to walls. . . ................ , O Do. do. and ledged or battened 0 Dp. do, do. and cut circular. 0 Slit deal cover and bearers. ............. O Do, do. bent to soffeets. . . 0 Do. planed two sides.. ................. G Do. do. cut circular. O Do. do. and ledged. o Do. do. and rebated, or grooved and beaded O Do. do. ledged and battened o Do. do. and rebated and dove tailed. ..... O Do, do. and prepared for carvers ......... O Slit stops to doors beaded, per foot run. . . . o Do. capping to wainscot O THREE QUARTER DEAL, At per foot superficial. Hough f deal 0 ‘ Do. do. with edges shot. ................ o Do. do. and edged and battened, or ploughed and tongued. . ............. O Do. do. cover board and bearers O S. D. L. S. D 0 21 0 0 34 0 34 0 0 44 0 4 0 0 5 0 H 0 0 44 0 n 0 0 44 0 H 0 0 44 0 H 0 0 64 0 5 0 0 6 0 54 0 0 64 0 51 0 0 6 0 6 0 0 fit u z 0 4i n 2 0 0 54 0 6 0 0 64 0 K JL a 2 0 0 7 0 6 0 0 7 0 64 0 0 84 0 6 0 0 64 o 64 0 0 64 0 H 0 0 14 0 I 0 0 14 0 3 - ° 2 0 0 4f 0 4 0 0 5 0 44 0 0 6 0 04 G 0 Q MASTER JOINER’S WORK. Ill Average last 20 yrs. 1805. L. s. D. L. s. D. Planed \ deal on one side#. #.#»••••«•••• Do, and ledged or rebated, or grooved and 0 0 A± 0 0 Si Do. dove-tailed, and clamped, as linings re- 0 0 'Vi °2 0 \ 0 6} Abated, beaded, and wrought. ......... 0 0 H 0 0 7 Do." covers and bearers to chimney caps. . . . 0 0 b’|. 0 0 7 Planed f deal on both sides v 0 0 H 0 0 6k Do. do. rebated or grooved, or ledged. ..... 0 0 0 0 7k Do. do. clamped or dove-tailed. ......... 0 0 <3? 0 0 8 Do. do. cut circular, or scalloped. ....... 0 0 n 0 0 8* Do. do. plinth torus. ................... INCH DEAL, At per foot superficial. 0 0 H 0 0 7 ^ougk 1-inch deal. 0 0 H 0 0 si Do. do. and edges shot 0 0 0 0 6 Do. do. and bearers Do. do. ledged or battened, ploughed and 0 0 6 0 0 7i tongued, or rebated. . 0 0 A.L *4 0 0 7k Planed 1-inch deal on one side Do. do. part plugged to walls, or ploughed 0 0 0 0 H and tongued... Do. do. rebated and beaded, or clamped and 0 0 0 0 7k dove-tailed,. . . 0 0 6* 0 0 8 Planed 1-inch deal on both sides Do, do. clamped and dove- tailed, or rebated, 0 0 0 0 7k beaded and ledged, or framed 0 0 7k 0 0 8* | Do. do. cut circular. . . 0 0 7k 0 0 8i Do. do. cut circular and glued up. ....... 0 0 Si 0 0 9k Do. do. covers and bearers to cornice. ..... 0 0 H 0 0 6k Do. do. torus plinth. 0 0 6 0 0 6k Do. do. raking and scribed to steps 0 0 7i 0 0 7k Do. dove-railed into drawers 0 0 8 0 0 9 i Do. and framed 0 0 7k 0 0 Bi Ditto in sunk shelves 0 0 A 7k 0 0 8 Do. with moulded edge 0 0 8 0 0 ‘ Do. in cut shelves 0 0 H 0 0 9k i Do. in splayed boxings, beaded. \ . WHOLE DEAL, A per foot superficial. 0 0 9 0 0 10 A r I Rough 1 Jinch deal, usually called whole deal 0 0 5 I 0 0 6k BUILDER’S NEW PRICE-BOOK. Average last 20 yrs. 1S05. iie Dn. do. with edges shot. . 0 O Do. do. and bearers : , . o Do do. planed on one side, and beaded. ... 0 Do. do. ploughed and tongued, or clamped and dove- tailed . . . . 0 Do do cut circular, or scalloped, rebated, beaded, and ledged. 0 Do, do, sunk, with moulded edges to shelves 0 Do. do. and bearers o Do. do. planed two sides o Do. do. and ledged, or framed and grooved. . 0 Do. clamped, or dove tailed in drawers, &c. 0 Do, do. seats to pews, rounded edge and cut standards o Do. do. torus plinth ; O Do. do, raking scribed to steps 0 Do. do. cut circular 0 Do. clean in seat and riser to privy 0 Do. in splayed boxings. o Do. in cut shelves, square edge. . o Do. double rebated linings. O INCH AND HALF DEAL, At per foot superficial. B ough inch deal. ; .... v r .... . O Do. with edges shot O Do. do. and bearers 0 Do, do planed on one side, edges shot or beaded. 0 Do. do and bearers. O ■■ Do do. and rebated. O Do. and rebated and beaded, grooved for shelves, and moulded edge, or clamped, or * dove- tailed O Planed X\ inch deal, both sides. O Do. and rounded edge, and bearer, or framed, or clamped, or tongued o Do. framed, bead, flush, and square O Do. and dove-tailed O Do. and framed, bead, and flush, both sides 0 Do. and glued up, and, cut circular O Do. and prepared for carvers. ........... 0 s. D. L. s. D. 0 5 i ° r 0 0 7 0 gi ' 2 0 0 8 0 gi 2 0 0 7L ' z 0 8 0 0 Q n 0 0 91 0 8 0 0 9 0 8 0 0 91 0 7 L ' 2 0 0 H 0 9 0 0 10 i 0 9 0 0 10! 0 9i • 0 0 10i 0 s 0 0 91 0 9 0 0 10 0 10* 0 1 0 0 0 9k 10 0 0 0 0 10 10! 0 10 0 0 10! ’I 0 9 0 0 10 0 6J 0 0 • 7- 0 6k 0 0 8 : 0 7 k 0 0 9 I 0 7i 0 0 9 0 0 0 9l 0 H 0 0 9i; 1 0 9 0 0 10 j: 0 H 0 0 91! 0 9i 0 0 Ill 0 iot 0 0 ills 0 10 0 0 111 .1 nl 4 0 1 111 1 n 0 1 3! 1 of 0 1 1 JL J 2 w MASTER JOINER’S WORK. 113 TWO INCH, OR DOUBLE DEAL, At per foot superficial. ^ ough 2 inch deal. . 0 *|;0. and edges shot 0 Do. and bearers 0 Planed 2 inch, deal on one side 0 Do. and framed or clamped 0 Do. keyed and clamped O Do. and cut circular 0 Vlaned 2 inch deal, two sides 0 Do. and rebated, or clamped or framed. ... 0 Do- the heading joints ploughed and tongued 0 Do. and cut circular O Do. deal grove, and 3 inches wide, per foot run , ... O N.B. All thickness more than 2 inches is called plank. TWO INCH AND A HALF PLANK, At per foot superficial. Rough 2 \ inch deal O Do. rebated, grooved, and beaded, or ploughed and tongued 0 Do. planed on one side 0 Do. and bearers, or ploughed and tongued, or rebated, grooved, and beaded. . . / Q Do. named, lebated, and beaded, or dove- tailed ; 0 Do. planed on two sides q Do. rebated, grooved, beaded, or ploughed and tongued q Do. framed, rebated, and beaded. .*’’*** O Do. mitred plinth and bases, or dove- tailed 0 Do. m grooved stall board, beaded edge. . 0 Do. in 2 sides, cut circular q Do. in rustics 0 THREE INCH PLANK, At per foot superficial. Rough 3-inch deal. s. 0 O o 0 0 0 1 0 0 0 1 0 0 o 0 0 1 0 } 1 1 I 1 1 o o Ilf 20 yrs. 1S05 • D. L. s. D. 7| 81 0 0 0 0 9 1 10 9i 0 0 J H 9f 0 0 i of- 101- 0 0 111 Hi 0 1 2 1 Of 0 1 lOf 0 0 2 liL 111 0 1 111 0 1 1 11. 2 0 1 2 3 0 0 Qi ' * 9 i 6 0 1 li- 0 1 Of 10f 0 1 •j 1 1 X X A 2 0 1 3 1 Jy 1 4 0 1 3| Ilf 0 1 2 1 T| 0 0 1 .1 31 3 X 2 0 1 4l if 0 1 4| 0 1 3L 3| 0 1 7" 0 m builder's new price-book. verage last 20 yrs. Dorebated, grooved, and beaded, or ploughed ♦ and tongued. ♦ ^ Do. planed on one side O Do. and bearers, or ploughed and tongued. . O Do. rebated, grooved, and beaded, or dove- tailed ^ Do. framed, rebated, and beaded, 0 Do. and planed on two sides. . . ► • 0 Do, ploughed and tongued. . ........... O Do. rebated, grooved,and beaded, or framed, rebated, and beaded # * * 0 Do. dove tailed, or wrought both sides, and edges framed and beaded • 0 DADO, At per foot superficial. Three quarters of an inch keyed dado, level skirted and capped • • » 0 Do, raking, and scribed to stairs. ....... O 0 0 o Inch deal dove-tailed dado, ane keyed. . . . Do. raking, and scribed to steps of stairs. . Whole deal dove-tailed dado, and keyed. . Do. raking to stairs. ® N. B. Common circular dado is valued at double price, and the cylinder, which it is glued upon, charged extra ; but in general, it ought to -be valued according to its workmanship. A whole deal circular dado, glued upon a cylinder, backed and wedged, j including a plinth and toras, executed in a good workmanlike manner, true to the sweep O Do. deal circular raking dado to stairs, the plinth and torus, all the way scribed down, with the grain horizontal ; the moulding of the torus to be 2 inches above the nosing of the steps, true to the sweep, and not filled in with gussets. 0 WAINSCOTTING, L. S. D. 1 1 1 1 1 1 1 o o 0 o o 0 Framed square work, at per yard superficial. Inch deal . * . . 9 0 Oi 0 i 1 1 3 si n 7i 9i 3 0 5 6 3 6 1805. 0 o o o o o o o s. r> 1 ] 1 oX oX r% o I 4^ 1 6 1 3^ 1 4 1 3i O 1 6 o o 7f O o 6| O O 8*- 0 0 9 O 0 9i 0 O 10 0 3 3 659 O 4 lol MASTER JOINER’S WORK. 11$ Average last 20 yrs. 'Do. dwarf.. O Ditto raking . 0 Whole deal O *WhoIe deal, dwarf. 0 Ditto raking O Inch and half deal O Do. dwarf. .... • • O Do. raking O Inch deal, framed flush. O Whole deal, do O Inch and half deal . O l. s . D. O 6 2 4 4 4 4 5 4 5 5 4 4 5 si 6 8 9i 6 Or 8 ° 1 CHIMNEY FRONTS, Framed grounds, at per foot superficial- inch deal Whole deal Inch and half deal JS05. L. S. D. o 5 a 0 6 0 O 5 10 0 6 2 O 6 IO 0 6 5 O 6 10 0 7 3 0 5 3 o 6 ox 0 6 10 0 0 O O 6i 0 0 8 PLANED DOORJAMB, LININGS & SOFFEETS. At per foot superficial. | deal linings, and battened behind, do.. . 0 0 5 0 0 6L £ deal, beaded linings 0 0 5 } 0 0 7y \ deal linings, wrought and grooved. ..... 0 0 5| 0 0 7k Inch deal linings, framed flush 0 0 6 k 0 0 8? Inch deal, beaded linings 0 0 7k 0 0 9 Whole deal linings, rebated and beaded. . . . 0 0 8| 0 0 10i Ditto and framed flush 0 0 8| 0 0 11 Do. back linings to shutters, framed square 0 0 0 0 9k Do. framed flush. ...» 0 0 0 0 11* Two-inch deal, rebated linings 0 0 9k 0 0 11 A DOORS, ROUGH AND LEDGED, At per foot superficial. Slit deal, grooved and ledged 0 0 0 0 54 - j Do. planed, ledged, rebated, and beaded. . 0 0 61 0 0 8-1 % Inch deal, rough, grooved, and ledged. . 0 0 H 0 0 7-1 Do. planed, ledged, rebated, and beaded. . 0 0 71 f 4. 0 0 OJL Inch rough ledged doors 0 0 6* 0 0 *- Z *7 i / ~rS Do. ledged, grooved, and beaded 0 0 6 k 0 0 ’ z <7 1 / 7 j Do. do. rebated and beaded 0 0 6A 0 0 Si Whole deal, rough ledged door? 0 0 6f 0 0 2. 9 JPo. planed, rebated, ledged, and beaded. . 0 0 ■* 4 0 0 nh O O 71 O O 81 0 O 10 ne Builder’s new price-book. Average last 20 yrs. 3805, Do, ploughed, tongued, ledged, and beaded L. s. D.' L. s. D. 0 0 9l 0 1 0\ Do. ledged doors, aiid do.. ..... . 0 0 8 0 0 9i Whole deal, two pannel square doors. . . . 0 0 8 0 0 9i Do. bead flush and square. 0 0 9i 0 0 10L Do. and bead flush both sides 0 0 I°i 0 1 z Do. deal ledged coach-house doors, braced. . 0 0 Ilf 0 1 z 4 Do. two pannel jib door, flush and square. . 0 0 10J 0 1 Do. four pannel square doors 0 0 9l 0 0 10| Do. six pannel do. 0 0 1 01 0 0 111 Do. ovolo, or OG, &c. four pannel flush and square back. ................... 0 0 3 01 0 1 i-l Do. six pannel do 0 0 lot G 1 1 L Do. four pannel, raised one side, and square back . . 0 0 10i 0 1 i-l- Do. six pannel do 0 0 Hi x 1 2 0 1 9i ^2 INCH AND HALF DOORS, Per foot superficial. Inch and half deal, ledged doors, ploughed, tongued, and beaded 0 0 IOi 0 3 1 Do. two pannel square doors 0 0 9 0 0 ioi Do. four pannel do 0 0 10 0 0 ill Do. six pannel do. 0 0 10i 0 3 l Do. quarter rounds flat and square on the back . 0 0 lof 0 3 2 Do. jib door, bead and flush on both sides. , Do. jib door, flush and square, the lower part dado, dove-tailed in, and cutting mould 0 1 o| 0 1 Oi ^2 - included 0 1 2 0 1 4 Do. two pannel doors, ovolo flat, bead and flush 0 0 101 0 0 ni Do. bead and flush on both sides o 1 01 0 1 21 Do. two pannel square doors, with semi* circular heads. 0 0 10| 0 1 2 Do. two pannel doors, quarter round, flat and square back 0 0 9l 0 0 hi Do. three pannel, bead flush and square. . 0 0 9l 0 0 10§ Do. ovolo fiat and square 0 0 10i 0 0 111 Do. bead flush and sauare back 0 0 ioi 0 0 111 Do. bead and flush both sides 0 1 H 0 1 41 Do. bead and flush door with circular head 0 1 21 0 1 5 Do, six pannel blank door, bead and flush. . 0 Q 101 0 0 Hi MASTER JOINER’S WORK. J 17 Average last 20 yrs. 1805. Do. six-pannel door, bead, flush and square L. s- r. L. s. D. 0 0 0 0 Ill Do. do. square on both sides 0 0 10f 0 l °l Do. do. ovolo flat bead and flush back. . . . 0 1 ll 0 1 3 Do. do. quarter round, one side square on # the back 0 1 H 0 1 2| Do. do. the lower part bead and flush, the upper part ovolo, raised and square on the back 0 1 2| 0 1 5 Sash door, the lower part framed, square. . 0 0 10f 0 l 2 Bead and flush, sash door, and shutter. . . . 0 1 n 0 1 4 I Folding doors, bead flush, and square. . . . TWO INCH DOORS, 0 0 10f 0 1 « 2| At per foot superficial. Two inch deal, four-pannel square doors. . 0 0 0 X 1 Do. four-pannel do. struck with ovolo, or quarter round and square back 0 1 i| 0 l 3| Do. struck both sides with do 0 1 2 0 1 4 Do. four pannel doors, beaded and flush and square . . 0 1 o| 0 1 2 Do. and bead and flush both sides 0 1 0 1 4k Do. and circular heads 0 1 6| 0 1 8 Do. in four-pannel folding doors, framed, bead and flush, and square, with circular heads 0 1 5| 0 1 7\ Do. six-pannel, bead and flush, and circular 0 1 oi 0 1 * Z 2k Do. ovolo and flat both sides 0 J 0 1 z 4k Do. bead and flush both sides 0 1 H o 1 6k Do. with broad margin 0 1 71 0 1 9 Do. six-pannel ovolo, flat, and bead and flush Do. do. ovolo, flat, two sides and double 0 1 n 0 1 4| margin 0 1 6| 0 1 8| 4 Do. do. quarter round, and square on the back 0 1 2 0 1 Do. do. struck on both sides with an ovolo 0 1 A\ o 1 Do. do. with double margin 0 1 9} 0 1 U 2 10i Do. do. jib door, ovolo and flat Sash door, lower part bead, and flush and 0 1 H 0 1 3 square back Do, the lower part ovolo and flat, with bead 0 1 H 0 1 4JL and flush back. . Two-panned door, the bottom part bead, flush, and square, the top filled in, with sashes 0 1 oi 0 1 3 and shutters 0 1 4| 0 1 6 a 118 builder’s new price-book. Average last20yrs. 1805. L. s. D. L. s. D. 1 Ledged door, the ledge dove-tailed into the Hi door 0 0 0 1 1 Two inch four-pannel square doors* with ovolo or quarter, round and square back, with a bead or astragal laid on panneL . 0 0 0 0 1 3 < f Do. and double bead on pannel. 0 0 0 0 1 4 Do. and treble bead on pannel 0 0 0 0 1 5 Do. raised pannel and single bead on the raising . 0 0 0 0 1 4 Do. and double bead on do 0 0 0 0 1 5 Do. and treble bead on do. 0 0 0 0 1 0 Do. and double bead on the ovolo, or quar- ter round on stiles, &c. ............. 0 0 0 0 1 7 Do. and treble bead on do. ............. 0 0 0 0 1 8 Do. bottom part, bead flush and square, and 6 upper pannel raised, and a bead 0 0 0 0 1 Do. and bottom do. and do. with double ■’ bead. 0 0 0 o 1 7 Do. and bottom do. do. with a treble bead 0 0 0 0 1 8 Do. and ovolo or quarter round, with double bead on stiles 0 0 0 0 1 9 Do. and do. with treble bead, do.. 0 0 0 0 1 10 TWO INCH AND QUARTER DOORS > - At per foot superficial. Two inch and quarter deal doors, bead, flush, and square, with sashes and shut- ters to the upper part. . . 0 1 41 0 1 6 Do. six-pannel deal door, ovolo and flat both sides 0 1 s| o 1 7 TWO INCH AND HALF DOORS, At per foot superficial. Two inch and half six-pannel deal door, ovolo flat and bead, and flush on the back 0 1 e* 0 1 7k Do. bead and flush both sides 0 1 Gf 0 1 7 Do. framed with dado below 0 1 6* 0 1 7\ Do. dado part below plain, ovolo flat above, 8|- flush back 0 1 61 0 1 Do. ovolo and flat pannels ofi both sides. . 0 1 31 0 1 H Do. folding doors 0 1 10| 0 2 l Do. six pannels ovolo, and pannels raised with a bead, and faint hollow, bead and flush back 0 1 9 0 1 10i Do, ovolo and raised^ pannels on both sides 0 1 10} 0 1 Hi ** MASTER JOINER’S WORK. 119 Average last 20 yrs, 1 8 o i 9 1 lot 1 10£ 1 1 9 Gi L. S. D. Do. sis-pannel dqor, framed, bead, and flush in front, and ovolo raised on the back, and ovolo on the raisings 0 1 *Do. dado part below, sash above, sunk in the solid O Six-pannel 2\ inch deal doors, framed, bead, and flush in front, and ovolo raised on the back, and ovolo on the raisings. . Do. bead and flush at bottom, upper part, the pannels ovolo, raised and bead on the raisings, and square back 0 Do. ovolo flat one side, octagon pannel the other q Do. ovolo, and raised with bead and hollow ^ on the front, and ovolo flat on the back. . O Four-pannel deal door, bead and flush on both sides 0 Deal folding doors, with sashes and shutters O Sash doors, flush and bead two sides, with shutter to do q Six-pannel deal door, ovolo and pannels raised, with single beacl, bottom flush. . 0 Do. and double bead, on raised pannel. ... O Do. and treble bead on do O Do. and ovolo, on quarter round stiles, with double bead . . o Do. and do. with treble bead. ........... o Do. and angles of pannels, with a square or circle treble bead O Do. and angles with treble bead in a patera O Do. double bead and flush at bottom O Do. and treble bead and do. at bottom. ... o N. B. There are many deal front doors made with raised pannels, and beaded in many different forms according to fancy and variety, worth from 2s. 6d. to 3s. per foot superficial. WAINSCOT DOORS, At per foot superficial. Inch and quarter do. ledged doors O 0 ]0 X Inch and half doors, . f . f . f . . . f , ...... o I a| I 4} 0 O o o o o o o 0 o O 0 0 0 O 0 o o o o 0 0 o o 0 0 o o 0 o ' -3 0 0 0 0 o o 0 o 1805. S. D 1 101 1 9i 2 O 1 81 2 O 2 1 1 10 1‘ 8 I 61 1 9 1 10 1 11 2 O 2 1 2 2 2 3 2 4 2 5 1 0 } 1 9i 120 builder’s new price-book. Average last 20 yrs. L. S. D. Two inch sash doors, the bottom ovolo, and flat, bead and flush O 1 10£ Do. folding hatch doors, ovolo flat, bead and flush back . . 0 2 2^ Two inch ovolo, or quirk OG and bead, with double margin in the middle, raised pannels both sides, with astragal mould- ings on do. the raisings cross banded. ... 0 3 10 Two and a half do o 4 3 Do. one side raised and square back. . . . O 2 10^ Do ovolo and flat pannels 0 2 8^ Do. sash door, the bottom part bead and flush both sides . 0 2 Do. bead and flush hatch doors 0 2 6 \ Do. sash door, framed, raised pannel, ovolo on the raising beads and flush on the back and sashes, struck with tv/o ‘members. .0 3 2^ MAHOGANY DOORS, At per foot superficial. Two inches and half solid mahogany finding doors, six or eight pannels, and double margin in the middle, framed quirk OG, and beaded both sides, raised pannels, with astragal mouldings round do. risings cross banded, or fluted, face of the pan- nels, stiles, muntons, rails, and edges of the stiles veneered on both sides alike, at per foot superficial, 12s. to 0 13 3 Do. two inch blank doors on one side. ... 0 8 0 Do. jambs and soffeets to do O 8 O Do. two and a half framed with ovolo, quirk OG, and beaded, raised pannels both sides, facing of pannels veneered both sides, face raisings cross banded, or fluted faces of pannels, stiles, rails and edges, and raising veneered on both sides alike, an astragal moulding and bead put on all the pannels, at per foot superficial lbs. to ; 017 6 Do. two inch blank doors one side 0 8 9 Do. jambs and soffeets O 8 9 \ 1S05. L. S. D. 0 2 6 O 2 0 4 3 0 4 Q\ 0 3 4 O 3 4i 0 2 7 \ O 2 111 0 4 4 O 15 6 O9O 0 9 2 1 2 6 0 96 O 10 0 MASTER JOINER’S WORK. Average last 20yrs. L, S. D. Do. two and a quarter flat pannel, veneer- ed both sides, and small moulding round do 10s. to O 10 9 # Do. two and half inch framed ovolo, raised pannels on both sides, veneered on the face, with an astragal moulding round one side, and solid raisings on the other 0 10 Do. blank door on one side. O 7 3 Do. two inch doors, OG flat on both sides. .086 T wo inch and half doors, framed with the best dry seasoned deal, six pannelled, and well veneered over with mahogany, choice veneers, raised mouldings on the rising, bead and flush back, if well executed, per foot superficial 0 10 9 Two inch do O 7 Inch and half do 0 5 9j $T. B. If made well, and the best veneers, the 2\ inch doors are worth in the workman- ship alone, well executed, from 5s. 6d. to 8s. per foot superficial, but with ordinary veneers at 2s. to 3s. per foot superficial. Two inch six or eight pannel do. double re- bated jambs, ovolo aitd raised pannel, ve- neered on the face, and the moulding mi- tred round, per foot superficial 0 9 6 Inch and half do O 5 6 N. B. It is impossible to fix an exact price without inspection. GATES, At per foot superficial. Two inch deal gates, rebated and beaded, ledged, and braced with inch and half deal 0 l 5\ Two inch and half do. gates in 12 or 18 pan- nels, and a wicket in do 0 2 3 Do. in nine pannels, wrought with a mould- ing, and raised pannels on each side, and a small gate in do 0 2 4 Three inch deal framed gates, in 24 or 30 pannels, bead and flush on both sides, and a wicket door O 3 3 J 121 1805. L. S. D. 0 12 6 0 10 3 0 8 0 0 10 6 0 13 6 O 10 6 0 8 3 O 10 6 0 6 ij O 1 6| 0 2 6 O 2 S 0 3 6 UUILDEU’S NEW PRICE-BOOK.' Average la$t20yrs. L. S. D. SASH FRAMES, AND SASHES, At per foot superficial. Deal cased sash frames, fir cills, l\ inch deal sashes, double hung with iron weights, pullies, and pins, wainscot boxings, beads and tongues, complete ....O 1 ly Do. with oak cills O \ 2 Deal cased sash frames, oak cills, incfi wainscot sashes, double hung with lines and pullies, and weights O 1 7 Do. double hung, with wainscot, beads, and tongues. O 1 81- Do. with inch astragal mahogany sashes 0 1 9 Do. the sasfies single hupg, exclusive of the weights 0 l 5y Deal cased sash frames, and 2 inch wainscot sashes, single hung O 1 91- Do. with brass pullies. 0 2 Oy Do. with 2 inch mahogany astragal, and hol- low sashes Q 2 Deal cased sash frames, oak cills, double re- bated, wainscot, pully, pieces and slips, 2 inch single hung wainscot sashes, brass pullies and lead weights Q 1 10 Do. double hung O 1 ll| Do. with 2 inch mahogany astragal and hol- low sashes, do ..Q 2 7 Deal cased sash frames, oak cills, rebated, ly inch wainscot ovolo sashes, inch deal inside and outside linings, whole deal pully pieces, beads, and parting stops, single hung, with lead weights complete. ..... 0 1 5 Do. with mahogany astragal and hollow 1^ inch sashes 0 1 8 Do. double hung 0 1 10 Deal cased frames, and two inch wainscot sashes, oak cills, single hung, complete. . O 1 Sf Do. double hung o 1 9 Do. with 2 inch mahogany astragal and hol- low sashes, double hung 0 2 Solid sash frames, with large broad oak cill^ 153 MASTER JOINER’S WORK* Average last 20 yrs. L. S . D« If inch wainscot, sashes to slide sideway s, and box wheels to do. with beads and stops O 1 4f Solid sash cill fir, and If inch fixed wainscot sashes 0 O i if SASH FRAMES ONLY, At per foot superficial. Deal cased sash frames, and broad fircilis, to run single, wainscot pullies 0 0 5f Do. with whole deal pully pieces 0 O 6f Do. with oak cills to hang double O O 7 f Deal cased sash frames , wainscot pully pieces, beads, and oak cills, double sunk for If inch sashes, to run single O O lOf Do. for 2 inch sashes O O Ilf Do. to run double with brass boxes and pul- lies, for if inch sashes . . ...... O 1 Of Do. for 2 inch sashes 0 1 if Deal cased sash frames, mahogany pully pieces, oak cills, double rebated beads and tongues, double hung, with brass boxes and pullies for if inch sashes O 13 Do. for 2 inch sashes 0 1 5 N . B. T he circular heads of such frames are to be valued at double price, and to be mea- sured at the springing of the arch. Inch aPvd half deal sashes made to old frames 0 0 7 Old sashes repaired, fitted, and fixed in doors or partitions 0 0 2f Old sashes and frames repaired 0 O 3 Two inch wrought scroll fan sash over door 0 2 9 1805 , L. S. U. 0 1 $ Oil o o 6 \ O Or 7 0 O 8f 0 0 11 O 1 o O 1 1| o 1 2i 0 14 O 1 6 0 o o 7k O O 3k 0 0 4 0 3 0 builder’s new price-book. ir~. © «c > < cn • HHHHHHHrlrtOilCl in o co < •hIHmInhiIHihINihIH m J 00 00 OQO OiO O h QJ M rH rH q . ^ coOCOOOO^O CD r-)!t^bH|c^M|— 'rHrHOC^C^O OOO OO'-cCrHrHrHC^ g Q f O NQO K 00 0)0 K p . ^COOOOOOO CO O o Oi C rH 00 ) O rH rH rH rH rH H H OOOOOOOQO-*rH P £ o GO EC oo X q to CD rq CO TO CO O > O •S’?! M C 3 ^ § J § CD "to r^3 ^ bO C5 2 q o * co ~q o q to CO . M'o co TO C/3 o O nq ^ K*^ o q c2 i~i TO "3 O !— ( CO TO bo q q rG CD ,S o CO r^5 bfl q ■ q r*| V o o o Pfifl TO bJO o 4~> o o 5—i o *\ Sr TO r- H q o o o ._ QflU H ro CD -£h co TO CO £ O nq q CL, o GO £ o co P sc CD <1 GO 7 o £ q - s Eo ^D TO co . 5— . H3 CD X q o _ o 2c° h rT co r 2 U bp^ q O O CO o o o o PflOpfiOQ q >^-g q ° 7, q q CD .TO .TO ^ D-. Dh i— i 5— 5 h o -2 rq q q . o o 6 .b .b POO N. B. For cant* corner shop windows iixed, 4s. 6d. each, if large and lofty, 5 s. each. MASTER JOINER’S WORK. Average la$t 20 yrs. Deal inch and half flat skylight, per foot su- perficial 0 Do. hypt and revealed, do ‘. . . . O Wainscot inch and half flat skylight, do,. . 0 Do. hypt and revealed, do. 0 Deal two inch shop window sash, cant cor- nered per foot run O Do. flat sky-light, super O Do. hypt and revealed O Do. circular domical skylight, do O Do. oval domical skylight, do O Wainscot do. shop window, cant cornered run 0 Do. do. do. hypt and revealed, do O Do. do. circular domical skylight, do O Do. Do. oval domical skylight, do O Mahogany two inch shop window, cant cor- nered, run 0 INSIDE WINDOW SHUTTERS, Fitted and hung, at per foot superficial. Slit deal ledged shutters 0 Three quarter do. clampt back flaps, one height O Do. in two heights O Inch deal clampt back flaps, one height do. O Do. in two heights O Inch deal framed square, one height . . . . O Do. in two heights O Do. framed flush and square back, twopan- nels one height O Do. in two heights . „ . , O Do. in three pannels one height O W hole deal,clampt inside shutters oneheMit 0 Do. in two heights O Whole deal framed two pannels ovolo flat square back one height 0 Do. in two heights 0 Do. framed into three pannels, one height, do O Do. framed into four pannels, and in two heights 0 S. D, O 1\ O 10 O 10 o m O 9 0 10f 1 3 2| 3 8f 0 11| 1 4f 1 6\ 3 lOf 4 3\ 2 5i O 5 O Cf O 7i o 7\ 0 8f o 7\ 0 Sf O Q O 10 O 10 o 8 i O si o () 0 10£ p Ilf 1 1 L. 0 0 0 o o o o o o o o o a o 0 0 o o o o o o o o o o o o o 0 1 23 7805, ' S, D. 0 10f 1 3 0 II 1 4 0 10 1 1 1 6 3 5 3 II 1 41 1 61- 1 9 4 O 4 5 2 9 O 71 o 9\ O 9\ o 9i o io|- O lof O II 0 Ilf 1 o 1 °x O 10£ O lli O 10 £ 0 111 1 3 1 4 n O l 125 builder’s new price-book. Average last 20 yrs. Do. quirk OG, and bead flat two pannels, and small moulding upon do. bead and flush back, one height .............. 0 Do in two heights . O Do. framed into three pannels, one height Q Do. faitr pannels, and in two heights . . . . O INCH AND HALF INSIDE SHUTTERS, At per foot superficial. iv. 1 1 1 x D. 0 O-j 01 H flush both sides, do. 0 1 1805. L£ s. d. o O 0 0 I 1 1 I Ql ° 2 4x ^2 6 Do three pannel square shutters, one height 0 0 10 0 1 2* Do. four pannel, in two heights ... 0 0 Ilf 0 1 4 Do. framed ovolo and flat, one height .... 0 1 If 0 1 7 Do. in two heights. 0 1 2 0 1 8 Do ovolo and raised pannel, and square back, three pannels one height 0 1 6f 0 1 hi. / 2 Do. in four pannels, in two heights ...... 0 1 H 0 1 4i Do. with bead, and butt on the back, one height 0 1 2 0 1 4* Do. in two heights. . 0 1 2 0 1 6 Do. framed ovolo and raised pannel, bead on rising and square back .............. 0 1 6 0 1 9 Do. in two heights . 0 1 6f- 0 1 10 Inch and half, bead, and flush back, one height two pannels .... 0 0 nf 0 1 1 Do in two heights 0 0 nf 0 I 2 ? Do, quirk OG, and bead, flat two pannels. with an astragal moulding, one do. bead and butt back, and one height 0 1 U 0 1 Do. in two heights. . 0 1 H 0 1 4 Do. framed quirk OG, and bead, or any other moulding, raised pannel, with as- 1 v tragal moulding round it, ovolo and flat back, and in one height, twp pannels. . 0 1 si 0 1 7 Do. in two heights 0 1 6f 0 1 8 Do. the rising upon the pannels with flutes * - and eyes, one height. 0 2 5 0 2 7 Do. in two heights 0 2 6 0 2 9 ! Two inch four-pannel shutters, ovolo flat and hung flush, in two heights. ....... 0 1 T | 0 1 2f Do. four or six pannel shutters, bead and o i ioi i MASTER JOINER’S WORK. Average last 20yrs. i 27 I RIGHT DUTCH WAINSCOT INSIDE SHUTTERS, At per foot superficial. Inch and quarter new wainscot square flaps s. D. lio. in two heights Inch and half ovolo, in three pannels, flat and square back, wainscot shutters, in BOXING AND HANGING STILES, A t per foot superficial. Inch deal boxing stiles, planed two sides Do. framed, beaded, rebated and splayed Whole deal, do Inch and half, do.. Inch and half deal, hanging stiles OUTSIDE WINDOW SHUTTERS, At per foot superficial. Do. ovolo, two pannels, raised, do. . . . Do- three pannels raised, do. ........... Do. three pannels, bead and flush, and Po. two pannels, bead and flush both sides, do Whole deal, bead and butt, two pannels. square back, do Do. in three pannels, do Do. bead and butt both sides, two pannels, do Inch and half do two pannels, framed bead Do. framed ovolo, and flat, and flush back, in two pannels do. 180 ). L. S. D 0 1 2| 0 I 5 0 1 4 } 0 1 § * 0 1 T 0 1 9 0 1 8 0 1 lOf 0 0 8 0 0 9§ 0 0 9 0 0 10 0 0 9i 0 0 lOf 0 0 10| 0 0 Hf Q 0 8 0 0 9 0 0 8 0 0 9i~ 0 0 9 p 0 HI 0 0 9 T 0 1 of 0 0 lot 0 1 If 0 0 10 {- 0 1 If 0 0 10 1 0 I 21 0 0 10*- 0 1 2f 0 1 Oi 0 1 0 I H 2 0 1 Of 0 1 4 0 1 2 0 1 0 0 1 1 0 1 6 0 I 2 0 1 0 1 2 0 1 px 0 1 If 0 1 5 0 0 U* 0 1 i 4 1 0 1 0 0 I £ 0 0 10| 0 I 2* *> 123 builder’s new price-book. Average last 20yrs. Do, in three pannels, do.. . 4 Do. in two pannels, bead and flush and Do. in two pannels, bead and flush both Inch and half bead and butt, two pannels, Inch and halt bead and butt, both sides. JAMBS AND SOFFEETS. At per foot superficial. Whole deal framed square, and single re- bated, do. N. B. If on a circular plan, double measure is added for backs and elbows, and three times the sofFeets Do. double rebated. o 7 1805. L. s. D. L. s. D. 0 0 IOi 0 1 3 0 1 01 0 1 4£ 0 1 H 0 1 5 : 0 1 Oi 0 1 41 0 1 2 < 0 1 H 0 1 2 0 1 6 0 1 2£ 0 1 0 1 1 0 1 4 0 1 1 0 1 H 0 1 2 0 1 6 0 1 H 0 1 Of 0 1 4 0 1 H 0 1 IX X 2 0 1 71 0 l 2 0 1 8 o 1 2| 0 1 9 0 1 4 i 0 1 10 0 0 H 0 0 m 0 0 5 i 0 0 7 o 0 6 0 0 8 0 0 7 0 0 8f 0 0 4 0 o 9 0 0 0 0 io£ nl 0 0 9i 0 €> 0 0 10 0 1 1 ! 0 Q 9l 0 1 0 0 0 10 0 l of 0 0 10f 0 1 2 0 0 11 0 1 3f 0 0 111 0 1 4 1 * t M t M M J ? J ? t 0 0 8 o o sf 0Q9l MASTER JOINER’S WORK. Average last 20yrs. 129 » * § • • Do. OG, and bead, flat pannel, do Do. and raised panned, do. Do. w ith mouldings on the rising, do. . jDo. framed, bead, and butt, do Do. framed, bead, and flush, do. . Do. and ovolo, and flat pilaster pannels, do. 0 Do. and raised pannels, do • • * Do. and moulding on the rising do Do. framed quirk OG, and bead, flat pannel, with astragal moulding Two inch jambs and soffeets quirk Otor, and bead, flat pannels, with an astragal round do. double rebated, do • ^ Do. with raised pannels, and ovolo on the rising do Do. with flute and eyes, on rising, do, . . . Planed circular soffeets of inch deal veneered, per foot superficial Whole deal, do. do.. .......... N. B. To all splayed soffeets add one penny per foot, superficial T o all circular framed splayed soffeets, allow treble measure, do. To all circular splayed soffeets, in a circular wall, four times, do. Slit circular bent soffeets, per foot superficial O Do. with canvass, glued at the back, do. Whole deal framed ovolo fir two pannels, do O Do. do. in four pannels, do Do. pi ain rebated soffeets, do. . . BACKS AND ELBOWS, At per foot superficial Inch deal do. framed square O Do. and framed flush, do. O Whole deal framed, do. Do. ovom, and flat. * * . Do. ovolo, and raised pannel. . . . Do. bead and butt, do. or bead and flush. . O Inch and half do. framed square. . N. B, If framed and splayed, add 2d. per foot super Do. ovolo and flat, do,, . L, s. D, 0 0 9i 0 0 9\ 0 0 10i 0 0 10i 0 0 ] 1 0 0 11 0 0 ni 0 1 oi 0 1 i 0 1 2 0 1 oX ^2 0 1 10i 1. 0 1 n o 1 7k 1805. L. S. D. o o 0 0 o o o o 1 1 I 1 1 1 1 1 o X 2 li X x 2 2^ 3 4 O 1 § 0 14 O 1 5 0 2 O 0 2 0 2 4 :ial 0 0 7 0 0 9 .. 0 0 111 0 1 1 do 0 0 9k 0 1 2 . . o 1 0| 0 1 3 .. 0 0 9 0 1 O .. o 0 61 0 0 e| .. o 0 n o 0 91 .. 0 0 7 0 0 91 0 71 0 4 0 10 .. 0 0 9k 0 1 1 i. . 0 0 9k 0 1 2 .. o p 8 o 0 10 per . . 0 0 9 i Q 0 h 4- 130 builder’s new price-book. Average last 20 yrs. ISO: L. Do. ovolo and raised pannels, do O Do. bead and flush. . , ' O Do, with mouldings on raisings 0 GROUNDS, At per foot superficial. Inch framed grounds, do . O Whole deal, do 0 Do. rebated and beaded, do 0 Xnch-and-half, do O Do. rebated and beaded O STAIRS, STEP, RISER, AND CARRIAGE, At per foot superficial. Inch yellow deal steps, risers, & carriage to stairs, do O Whole deal common steps, risers, and car- riage to do. do. . . 0 Do. with moulded nosings, do „ . , . o Do. curtailed at both ends 0 Do. second best deal moulded nosings. . . . O Do. clean deal, do o Do. curtailed and veneered ends, do o Inch-and half clean deal steps, riser and car- s. O 0 0 o 0 0 0 0 D. 10i 101 lli 6 7 8 8 9 o 9 0 0 1 1 1 2 10 ni 6 3 9 0 Inch.-and-quarter wainscot steps, with mould- ed nosings and risers, and hr 4 by 5 carriage 0 Inch-and-half right wainscot steps and risers, with moulded fronts, fir 4 by 5 carriage. 2 1 L. S. D. o 0 o riage, and moulded fronts, do 0 1 7 0 1 10 Do. second best, do 0 1 0 I 8 Do. common steps, riser and carriage, do. . 0 0 Hi 0 1 2 Do. rough deal step risers, and carriage, do. 0 0 9 0 0 10 Do. double deal steps, new risers, and bearing brackets to do. and labour to old strings, do. 0 0 10 0 0 11 Do. dean deal dow eled, half space and joists 0 2 2 0 3 6 Do. second best do. 0 2 0 0 2 9 o o o o o o strings included 0 2 4 0 3 0 Do. on a circular plan 0 3 0 4 6 STRING BOARDS, At per foot superficial. Whole deal plain string board, framed in new - els, planed two sides, and capped at do.. . 0 0 0 0 io| Inch-and-half do. do. do.. 0 0 9i 0 0 u\ Do. single sunk and beaded, do,, . 0 0 9 0 1 l 1 2 1 1 3 1 4 0 0 7 \ 0 0 6 \ O o 0 O 9i O 0 10 |; 0 0 Ilf 1 1 1 1 2 2 H 9 8 8 0 2 8 MASTER JOINER’S WORK. Average last f J0 yrs. L S. D. Do. double sunk, and do O 0 10^ Do. architrave string board, do O 0 lly N. B. Circular do. double measure is allowed. NEWELS, i At per foot running. Three inch square newel, capped at do. . . . O 0 4 Do. turned, do O 0 Three-inches- a nd-half square, do O O Do. turned, do O O 7 Four-inch square, do O 0 7\ Do. turned pendant per piece, or each*. .... 0 0 3 Do. turned and mitred, caps to do.. 0 O 8 Four-inch-and-half Doric columns O 2 0| Do. of mahogany O 8 Q BRACKETS TO STAIRS. At per piece. Plain brackets, per piece and moulded nosing 0 0 7 Cut mitred brackets and nosings to stairs, do. O 1 l\ Do. bell brackets, do O 1 3 Do. scroll brackets do O 1 Carved brackets, according to the enrich- ment on them 2 s. to. 0 4 4 Plain cut brackets and nosing to steps, do . . 0 1 4 Two inch-and half deal framed cut brackets, moulded do. O 1 Circular moulded nosing O 1 3 Do. and cut brackets 0 2 N. B. There is a custom, and that a bad one, with some surveyors , to measure and value the hand-rails, ballusters, and string- boards, altogether by the foot, running measure, thus : Tiiree inch moulded column and turned balluster^ and plain string-board, at per foot run O 2 2 Deal moulded rails and turned newels, and I 7 ballusters, double architrave string-board, included, do 0 3 O i Four-inch moulded hand-rail, four- inch newels, single architrave string board, new framed works and set, do ., 0 3 8 331 1805. L. S, D. 0 12 0.13 0 0 4 0 0 8 0 0 5 0 0 8 0 0 8 0 0 4 Oil 0 2 3 0 9 0 0 0 9 0 1 6 O 1 Q 0 1 10 0 5 0 O 1 8 O 1 0 0 18 0 3 3 * 0 2 4 0 3 0 0 3 IQ 132 i builder’s new price-book* Ave rage last 90 yrs. 1805. L. S. D. Common new three-inch- and-half rails, and two inch ballusters ...... O 2 6 Four- inch-and-half- rails, and two and half ballusters, do.. 0 4 l\ Do. circular, do*. 0 8 O N. B. The above is one-third more than by the fair price given, by measuring each part separate, superficial. DEAL HAND-RAILS TO STAIRS, At per foot running. Straight moulded deal hand-rail, do.. ..... 0 O 8 Ramped and kneed, do.. O 2 6 Circular hand-rail, do O 2 O Twist and ramped, do. do. O 5 6 MAHOGANY HAND-RAILS TO STAIRS, At per foot running. Four inch straight moulded do. rail, do.. .030 Do, ramped and kneed. O 6 0 Do. and twisted, do. do.. ............. O 11 Q Three inch do. hand-rail, straight and moulded, do 0 2 6\ Do. ramped and kneed, do 0 4 g Do. and twisted, do. do 0 10 4 Circular, or oval ditto hand-rail, glued up in thicknesses to a regular circle, or oval plan, do. and top-rail cross-banded. ... 0 13 6 Do. to an irregular plan, rail cross-banded, do. 0 16' O N. B. Add or deduct tor cross-banding, 2s. per foot run. Circular or oval do. hand-rail, glued up in thicknesses, in a regular circle or oval plan, the veneers well matched, and the top of the rail cross-banded with best Jamaica wood, do .....0 17 6 Do. to an irregular, or twist plan, do 1 1 6 N* B. Circular or ramp- work is allowed three times the price of plain work, and twisted work four times ; and this must be observed of all circular ramp or twisted works in general. I.. S. D> - 0 2 8 0 4 6 0 8 6 t 1 O O lof | O 2 Q 0 2 8 0 7 9 0 3 6 0 7 6 O 14 6 0 3 3 ' j 0 5 3 0 116 100 l. 2 O 12 6 1 7 6 i MASTER JOINER’S WORK. 133 Average last 20 yrs. L. S. D. Wainscot rail and balluster, turned column and plain string-board, with an OG laid on do. do O 5 4\ Inch and half deal ballusters, turned, per doz. 0 5 6 Two inch do. square, do. 0 6 6 Two inch and half do. do. . . 0 7 4\ Two inch deal steps, dove-tailed, for the bal- lusters, per foot run • . O 0 85 Inch Chinese railing to staircase, per foot superficial O 0 8 Inch and half do. do , O O Q Two inch do. do. 0 0 Two inch and half do. do . 0 0 10 J MAHOGANYBALLUSTERS TO STAIRS, At per piece, or each. Inch and half do. turned and dove- tailed, do. 0 1 4\ Two inch do. do. do. do O I Two inch and half do. do. do 0 2 0 COLUMNS, At per foot superficial. Wainscot base column and cap, 12 inches diameter, per foot do 0 3 4 Do. column shafts alone, do 0 3 1 Do. bases and caps, glued in thickness, do. O 4 O Whole deal diminished shafts to coloumns,do O 1 S Two inch and half fluted column, do 0 2 6 Whole deal plinths, mitred, do 0 0 8 Inch and half do. do O O Triglyphs do. to Doric do. each O O 10§ - Mutules capped with OG, with blocks, &c. each, to do O 2 O Do. raking, do.. . . 0 3 Common modillions, do O o 7 Do. and capped, do 0 O 81- Deal bases and caps, glued as columns, per foot superficial ‘ .0 3 4 DEAL PILASTERS, At per foot superficial. ; Whole deal do. per do, , . , . , . , , O Q Q s * L. 0 o o o 0 0 0 0 o 0 o o o o o o o o o 0 0 o 0 0 o o 1805 , S. D. 6 3 6 6 ; 6 8 3 O 9i 0 9i o 10| 0 n| 1 of 1 7 1 10 2 2 3 8 3 6 4 6 1 10 2 9 ON 8f 0 lOf 1 1 2 3 6f 0 8 0 9 3 6 0 xol I ( 134 builder’s new price-book. Average lost 20 yrs. 1801 L. S. D. Do. and fluted do. ................... . O 1 1 Do. fluted and cabled do. .............. . O 1 10 Inch and half plain do.. O O 10} T wo inch do. O 1 2 BRACKETTING AND CRADLEING, Per foot superficial. Whole deal cradleing to entablature over columns, do. .0 0 5 Cove bracketting, in 2 thicknesses of 1} inch elm to each rib, do. ............ r ... 0 O 6 Bracketting to cornices, do.. . .......... O O 4 Circular do. . . . O O 7} Bracketting to modillions and block cornices do.. ............................. O O 6 Circular do. ......................... O O 7} Do. to groins, do.. ,0 0 Q CORNICES, At per foot running. Run of single cornice, do. ............. O O S Three quarter of inch facia and cornice . . O O 31- Do. plugged to walls, do O O 5 Inch facia and cornice, do. 0 O 51- Do. plugged to walls, do. O 0 6 N. B. The aforesaid prices are sufficient for any large mouldings wrought by plane. l. s. i>. 0 16 0 2 0 0 1 1 0 16 o o 71 0 0 8 } O O 0 0 11 0 0 8 O 0 10} 0 Oil 0 0 4 0 0 4} 0 0 5} 0 0 6 } o o 7 MOULDINGS, At per foot superficial. Level straight mouldings, struck by hand. of yellow deal, do.. ................. O Do. raking to pediments .............. O Do. if many breaks and angles, do. ..... 0 Do. circular, flat sweep 0 Do. circular, do. quick sweep 0 Mouldings, straight to caps and bases of co- lumns, do. 0 Do. circular, do. 0 Straight level wainscot mouldings, struck by hand. ......................... Q Circular, do. 0 1 0} 0 1 2} 1 3 0 1 4 1 aL 0 1 6 2 0 0 2 2 2 4 0 2 8 1 6} 0 1 8 3 3 0 .3 6 2 0 | 6 I 0 2 4 3 0 4 2 i 135 MASTER JOINER’S WORK. Average last 20 yrs. L, Mahogany straight and level do. O Circular do. do.. • • ® Deal fillet, or plain den tel cornice, do O ^Do, fret do. O Do. and diamond cut, do O Deal modillion cornice, with the modillions do. O Enriched do ........ r .............. . O Block Tuscan cornice, do.. ............ . O A Doric entablature, with mutules, tri- glyphs, bells, frieze, cornice, &c. do. from 2s. 4d. to .................... O MODILLIONS AND BLOCK, At per piece, or each. Capped Ionic modillions, do.. .......... . O Raking do. O Small do. capped to chimney pieces, doors, pediments, &c. O Do. raking, do. O Tuscan blocks, do. O Do. raking, do. . . O MOULDED ARCHITRAVES, SUR- BASES, &c. At per foot running. D. 2 10 5 1 1 1 1 6 4} 1 1 1 6 9 l 2 3 2 O 8 O 10 j O 6 0 7 O 4 0 6 1805. L. S> O 3 O O O O Common moulded surbase, do 0 0 5 0 0 4| Four inch single architrave, do. 0 0 0 0 Four inch and half do. 0 0 4i 0 0 5 Five inch, do Two inch and half girt ovolo, mitred round 0 0 5 0 0 51 a pannel, do. 0 0 3 0 0 31 Three quarter inch OG, do 0 0 1 0 0 11 Inch do. . 0 0 H 0 0 If Inch and half do 0 0 H 0 a 2 Do. circular do 0 0 0 0 31 Do. double OG, impost, do 0 0 51 °2 0 0 61 Do. of planceer and hollow, do. . 0 0 2 1 0 0 3 1 Deal beaded staff, do 0 0 H 0 0 If Do. beads and slips, do 0 0 H 0 0 If Do. beads and fillets, do 0 0 1 0 0 H 5 1 1 1 D. 4 8 H 6 7 o i 7 O 1 10 O 1 0 3 6 O 0 9| O 1 0 0 8 O O 8i O 0 61 009 138 builder’s new price-book. Average last 20 yrs. 1805. L. DENTELS, FRETS, & FLUTINGS, &c. At per foot running measure. Plain dentels, do . . o Fillet do. o Bell do. ............................ o Fret do ............. ........ 0 Diamond cut do O Double eyed do. o Inch and half diamond cut fret on facias do. O Do. six inches and half wide, to friezes to do o Flutes and eyes, each. . o Fluting in friezes, at per foot superficial . . 0 Do. or flutes and beads, at do, .......... O Turned pateras, fluted, carved, and set in friezes, each ...................... O N. B. Their size and richness makes (5d. to Qd. each difference. DRESSERS, At per foot superficial. Inch and half white Christiana deal dresser top, do. . . O Do. with bearers and turned columns, do. . O Two inch do. dresser top, wrought both sides, do. o Do. with bearers and turned columns, do. . Q Do. dove-tailed and keyed, do. o Do. and moulded front and end, do O Two and half inch dresser top, of do. do. O Do. with bearers and turned columns, do.. . O Three inch dresser top of do. and bearers do. O Do. and wrought both sides, do 0 Three inch elm dresser top, keyed and dove- tailed under, do. O Two inch and half columns, turned for dres- ser legs, each. . Q DEAL DRAWERS, DOVE-TAILED, At per foot superficial. Slit deal drawers, do, do. . 0 s. D. l. s. D. 0 8 0 ioi o ioi 1 1 1 1 1 1 I 4 oi 4 4i 5 1 °2 0i 0 11 0 0 5 0 0 6i 0 6 0 0 7\ 0 6i 0 0 - 1 0 2 0 7 0 0 H 0 8 I o 0 9 0 8 0 0 9i 0 81 0 0 9i 1 9 0 1 10 0 2 0 0 ai ; 1 0 1 7k 1 8 0 1 0 1 I0i 0 2 3 \ o o 9! 1 o i o o o o i i i O ] 0 o 0 0 1 5 0 7 4 6 t) 9k 0 2 0 O 1 1 O O Q\ I 137 MASTER JOINER’S WORK. Average last 20 yrs. H wff','. L. s. D. L. 8- D. Three quarter of inch deal do. at do. .... 0 0 6 0 0 7 k Inch do 0 0 8 0 0 9 \ Whole deal do 0 0 9 0 0 10* Inch and half do Slit deal bottoms and bearers, do 0 0 9 i 0 0 Ilk 0 0 5 0 0 64 Whole deal dove- tailed fronts, do 0 SLIDERS & RUNNERS TO DRAWERS, 0 9 0 0 10f At per foot running measure. Deal two inch and half rebated runners, do 0 0 3 0 0 3 | Wainscot inch and half do 0 o H 0 0 41 Do. half inch sliders, do. ..... . t . . 0 0 0 } 0 0 H Do. inch do 0 0 H 0 0 24 - Do* of deal, do 0 0 l 0 0 H Turned dresser legs, each. 0 0 11 0 1 2 SHELVES, At per foot superficial. Three quarter deal shelves, do 0 0 •H 0 0 n Do. sunk do. and cut standard, do 0 0 6 i 0 o H Do. and edged scallopped, or moulded do. . 0 0 6t 0 0 8-4 Inch deal and square edges, do. 0 0 6 0 0 9 * Do; and sunk do. shelves, do 0 0 n 0 0 0-1 2' IT Do. and moulded or scallopped edges, do. 0 0 8 0 0 104 Whole deal square edge shelves, do 0 0 8 0 0 9 i Do. sunk do. and cut standard, do 0 0 0 0 104. Do. and moulded or scallopped, do 0 0 9 o 0 11 1 0 ~. Inch and half deal shelves, square edges, do 0 0 9 0 0 104 Do. sunk do. and cut standard, do. 0 0 9 0 0 X1 4 Do. and moulded or scallopped edges, do.. . 0 0 10 0 1 14 Whole deal astragal shelves, sunk, do*. . . . 0 0 9-f 0 0 104 Moulded do. and cut upright, do 0 0 10 0 1 14 Wainscot inch and half shelf, do 0 0 84 0 01 14 Brackets cut of inch deal, each 0 0 64 0 0 74 Do. of inch and half, do 0 0 74 114 FACIA TO SHELVES AND LININGS ) AND BACKS OF DITTO, At per foot superficial. Slit deal linings to backs of do. ploughed, tongued, and beaded, do 0 0 4 0 0 Do, three quarter deal, do. 0 0 5 0 0 74 138 builder’s new price-book. Average last 20 yrs. L. S. D. Do Inch do O O 6* Three quarter of inch facia, moulded edges, and dove tailed, do. ........ . . ....... 0 O 6 Do- scallopped do , do. ... . . o O 6-1 Inch deal facia do. ......... 007 Do. scallopped do. . O O 7-i WORK DONE IN THE CHINESE MANNER, At per foot running. Pallisadoing do. three feet high ........ o 4 6 Fencing do 0 2-0 Do. double, with oak posts, and deal rails and bars, do. O 2 8 Wainscot Chinese fret work, do. ........ o 2 O Do. circular, do. .... . , . . q 4 q Do. and bells in guiloche, do O 5 04 - Pannelling over doors in Chinese taste, per foot superficial 0 O 1U 2 STABLE RACKS AND MANGERS, At per foot running. Mangers, with racks and oak stalls, rails, &c. complete, do . O 14 O Three inches and half by two and half oak, top wrought round, and spiked do. ..... O O 64- Seed- ack, and fixed do. q q 4 Inch and half rough oak litter board, ten inches wide, do the edge rounded . . . . O O 7 A ris bars of inch deaf do. . 0 0 li- Ttirned rack staves of two inch deal, do,. . O O 4 Inch and half deal harness pins framed, each 0 0 4 Harness pins of oak. fourteen in. long do. O O 5} Turned two inch oak, or beech rack staves, eacil 0 0 10|r PARK PALING, AND OTHER PALE FENCING, At per rod running. Pale fencing with four feet cleft oak pales, do 1 O 0 Do. with five feet do. pales 1 % 0 [ 1805, L. s. D. 0 0 . 5 5 0 0 3 if 5 10 0 0 3 3 5 15 0 0 a 4X 6 0 0 O 3 6 5 0 0 3 6| 6 10 0 0 3 8 6 15 0 0 3 9i 7 0 0 0 3 io| 7 5 0 0 3 HI 7 10 0 0 4 1 7 15 0 0 4 2| 8 0 0 0 4 3 2 N. B. In 1801 Memel timber was at 71. 15s. per load, and for j some years not less than 5l. per load, and it is not expected to be j cheaper. In April, 1804, ditto was 5l. 10s. per load. In SepteBT [ ber, 1804, fir timber was 5l. 15s. to 61. per load. The same last price continues for 1805. M ASTER CARPENTER’S AND JOINER’S WORK. 143 14 & <1 4 O. < O 8 o Q % < £ Ph >— » 10 o CO bo rt i« 4> > < 4 H u CK rt w Ot P 03 H O o t* a* H C m oo 4) bfl P3 i~ O > C jo o CO a tn a j-. i> > < jo o 00 < ctJ G K O O O fH rH O 03OOOOO- 44 cS o h co ^t P CO ■*-* *-h 44 C3 n 4; TJ ri O •03 <2 jtj 4h £ CD 43 P* ' T? ‘6 g u C4 I 43 43 O CJ 41 I 43 43 o O C G • r -4 »H • 1 o O £ £ H H 0 *T3 Vh r - H C2 r-« r**H 1 nd H M c3 o 43^ ^43 G O « £ S* N • i*< C’ c3 43 Ph co J-. £ G CO *’“' « »0 bO ' *T3 u 6 N >N 43 43 co 43 O G • H cs « o Q 144 builder’s new price-book. JOURNEYMEN CARPENTER’S AND JOINER’S PRICES OF TASK WORK, LABOUR ONLY, BY ADMEASUREMENT. Average last 20 yrs. j L. 1805. Framed naked floors, with girders, bridg- ing, binding and ceiling joist, per square 0 Do. per foot cube O Framing naked flooring, supposing the gir- ders to be 15 inches by 13, the binding joist 10 by 4\, the bridging joist 5\ by 3d, and ceiling joist 3 inches by 2f, per square .................. 0 Do. at per foot cube. O Common floors, case and tail bays, per sq. O Do. at per foot cube 0 Oak floors, with case and tail bays, per sq. 0 Common floors, or ceiling do, with well hole and chimney trimmers framed, per square 0 Trussing of girders with oak, per foot run- ning, 4 inches square. 0 Do. with oak trusses, 5 by 4, per foot run 0 Fir do. with bolts and straps included, per do. 0 'Framed floor 0 Ceiling floor, with tye beams, &c O Ground joist, with sleepers fixed, per square 0 Brest summer fronts, framed rough, per do. 0 Do. at per foot cube .......... 0 Do. wrought, rebated, and beaded, per sq. Do. planed and framed, and rebated, do. . Do. per foot cube, to both above articles. . 0 Trussed partitions, at per Square 0 s* D. L: s. D. 12 0 0 14 0 0 41 0 0 6 14 0 0 18 6 0 5 0 0 7 5 9 0 6 6 0 3 0 0 41 8 9 0 10 6 4 n 0 4 9 0 0 0 6 0 7 0 0 9 0 3 1 0 0 4 0 0 0 7 0 0 0 0 6 0 3 u 0 3 6 <3 6 0 7 6 0 9 3 1 0 0 0 0 10 4 6 8 6 0 9 0 0 5 0 0 6 5 9 0 6 6 JOURNEYMEN CARPENTER’S AND JOINER’S WORK. 145 Average last 20yrs. 1805. L. S. D. Common partitions, per do O 4 O Fronts to galleries, trussed per do. bolts and straps fixed included O 7 6 Roofs with king post and purloins, and truss- # ed, and iron work fixed, do 0 12 6 Do. at per ft. cube, and fixing iron work, do. 0 O A\ Framing roofs, with king posts, queen post, raising plates, poll plates, principal rafters, bridgings, braces, collar beams, scarfings, and fixing iron work, labour only, per square, raised and fixed complete on the walls, of fir . ... i .... 0 0 O Or by the foot cube O O o Do. of oak, per foot cube 0 0 0 Common trussed roofs, per square O 7 0 Do. per foot cube 0 O 3\ Kirb roofs, with rising plates, braces, collar beams, &c. per square 0 6 9 Sup. carcass framing, with braces and in- terties. 0 o o Spand roofing, hypt at each end 0 O 0 Common roofs, with lye and collar beams and plates, per square O 5 9 Do. and with a ridge piece only, do 0 4 O Plates, bonds, lintels, templets, turning- pieces, wood, bricks, per foot run .... 0 0 0^ Whole deal bridged gutters and bearers, per foot superficial 0 0 2| Centering to vaults, per square 0 4 6 Centers to doors, window, or all apertures, each, or a piece. . 0 0 2\ Centering -to groins, per square O 4 lOf Rafters, feet, and eaves-boards, per foot run 0 0 I f Valley boards, do. do 0 O l\ Water trunks, per foot rum . . O O 2\ Do. with impost neck and shoe, do , 0 O 21 Rough boarding to roof, per square . . . . . . 0 2 8 Do. and springed do, . O 3 3 Wrought weather boarding, per square . . 0 O 0 Four feet cleft oak pale fencing, at per rod, running measure, with 10 feet rails .... 0 2 9 Five feet do, do, 3 rails in a loop , . 0 3 4 l. n. 0 4 6 0 8 0 0 16 O O O 6f 0 18 O 0 0 8 0 O Ql 0 8 6 ~ 0 0 4} 0 7 6 0 7 6 0 7 0 0 6 6 0 4 6 O O Of O 0 2 \ 0 5 0 O O 3| 0 5 9 O 0 21 0 0 2 0 0 3 o o 31 O 3 o" 0 3 6 0 7 0 0 3 6 0 3 9 146 builder’s new price-book. Average last 20 yrs. 1805. L. Five or six feet do. and 2 rails park paling, do. 0 Do. and three rails, do. do O Boarded paling, five or six feet high, planed do O Do. with rails, posts, and boards planed, and three rails in a pannel, top capped, do. . . . O Oak five-bar gates, common, each O Ground celling under timber buildings, per foot run O Door cases and windows framed, at per foot superficial. O Do. rebated and beaded, do O Do. per piece, or each O Do. per foot cube O Oak wrought and framed door cases, per foot superficial O Do. rebated and beaded, do. ............. O Do. at per foot cube 0 Battening to walls, at per square O Do. with two inch stuff, do O Dq. with quartering 3 by 4, do O Floors, wainscot dowelled floors, per do. ... 1 Do. with a straight joint, do 0 Dowelled floors of clean deal, the boards to match well, do O Do. batten floors, do 1 Second best dowelled floor, do, ........... 0 Do. with battens do. do O Floors, straight joint and edge, nailed o Do. and rebated, or grooved and tongued, do. 0 Inch yellow, straight joint floor, ploughed and tongued, do 0 N. B. if wide boards to do. add one shilling, if two inch deals, add two shillings more per square. Rough whole deal floor, with edges shot, per square O Rebated, or grooved and tongued do. do. . . . 0 Whole deal folding doors, planed do O Inch do. do . . 0 Do. rough with edges shot, do O Sounding boards, with fillets, do O Old clean deal door, planed over, per square O s. D. L. s. D. 5 6 0 6 6 6 6 0 7 a 6 6 0 7 6 8 9 0 10 0 • 5 0 0 6 o 0 6 0 0 7 a H 0 0 0 H 0 0 H 2 9 0 3 6 0 Si 0 0 0 3 0 0 4 0 3i 0 0 4* 1 6i 0 1 8 2 3 0 2 6 2 6 0 2 9 3 4 0 3 6 0 6 1 3 0 13 6 0 15 6 J7 0 0 18 0 1 0 1 3 0 13 0 0 15 6 l6 6 0 19 0 8 6 0 9 6 10 6 ' 0 12 6 0 0 0 13 0 3 6 \) 4 0 5 0 0 5 6 5 6 0 6 0 4 0 0 5 0 2 9 0 3 3 2 9 0 3 0 6 Q 0 7 6 JOURNEYMEN CARPENTER’S AND JOINER’S Average last 20yrs. L. S. D. T wo inch deal listed, clear of sap, laid in barn floor, per square O Do. oak do. to do. do ^ Furring joists, do ® Listing boards, at per list 0 Deals wrought on one side, and shot, per foot superficial 0 Do. wrought on both sides, and do. do. , . . O Slit deal linings, do 0 Three quarters of inch ploughed and tongued, do O Level skirting, at per foot running measure 0 Do. and plugged to walls, do. . . 0 Do. and raking to stairs, do O Level torus and plinth, do O T en feet flooring boards prepared for laying, each 0 Twelve feet do. do. do O Fourteen feet do. do. do Q Raking plinth and torus, at per foot running O Do. and scribed down to steps, do 0 Whole deal, or inch framed grounds, do. . O Do. and one side not framed, do O Do. one side framed and rebated, do O Super rough linings, per foot O Do. window linings, 2 sides Do. ploughed, do Do. framed, do Do. 1| inch deal rebated, beaded and grooved 0 Run of rough fillet, parting beads, &c. . . . O ■} 9 o 12 6 1 6 O 0\ 0 0 O o 0 o 0 o o 0 o o 0 o o o o 1 1 1 4 u H li 2 2 i 3 H H H o 0 0 0 o o o o shutters, &c. do 0 0 2| Do. double rebated, do. do 0 0 3 Double rebated, bead, flush, jambs, linings. and soffeets, do 0 0 5 Ovolo and flat, do. do .... 0 0 4\ Backs and elbows, square, do. do 0 0 2i Ovolo and flat do. do 0 0 3-| Do. OG, and mouldings on pannels, do. . . 0 0 Deal framed wainscotting square, at per yard 0 1 0 Do. dwarf, do. do, ... 0 1 21 Do. raking, do. do, . . , , 0 I 2 6 WORK. 147 , 1S05. L. S. D. 0 10 o O 14 O o 1 .Q 0 o 0\ 0 O li 0 o li 0 o li o 0 If 0 0 li 0 0 2 O O 2i O O 2§ 0 0 3 O O 31 0 0 4 0 0 3 0 0 4 0 0 3 0 0 2 0 0 3 0 0 1 O 0 2i 0 O 3i O 0 0| 0 0 3 O O 3| 0 0 5i 0 0 5 0 0 3 O 0 3|- O O 4i- O 1 3i O 1 6i 0 111 148 BUILDER S NEW PRICE-BOOK. Average last 20 yr?, ^ L. S. D- Olj, or ovolo framed and flat pannel, do. ... O 1 5 Dwarf do. do 0 1 8f Do. raking do. do. 0 2 0 Do. GG, or ovolo framed and raised pannel, or astragal on do. at do 0 1 6^ Dwarf do. do o 2 0 Do. raking do. do. . t ... o 2 5 Do. with frieze pannels and level, do ,0 2 2 Do. two inch quirk GG, and bead framed and fiat pannel, with an astragal struck on the pannel, do T. ......... O 2 6 Do. with raised pannel, and small mouldings round, do o 2 6 PARTITIONS, At per yard. Board and brace o 1 0 Do. and framed square . o 1 di- Do. ovolo, and flat on one side, and square the other . . . O 1 10 Do ovolo and flat on both sides O 2 O Do. GO, or ovolo framed and raised pannel, one side „.0 2 4 Do. GG, or ovolo and raised pannels, both sides. 0 2 6 DADO, At per yard. Level, glued up in headingjoints, keyed down to the joist or floor, ploughed and tongued 0 1 6 Do. raking do do O 1 10 Circular dado level, glued on a cylinder, in a horizontal direction, wedged and backed, with torus and plinth, per foot superficial 0 2 Q Circular raking do. to stairs, torus and plinth, scribed down to the steps, in a workman- like manner, do. 0 3 6 MAHGGANY DOORS, Of the best Jamaica wood, veneered, cross banded on the rising of the pannels, or flut- ed, &c. To the goodness of the workman * 1805. n. s. d. OI7 0 1 11 0 2 4 0 2 0 0 2 4 O29 0 2 6 0 2 8 0 3 3 0 I 0 1 3 6 0 2 0 0 2 0 0 2 6 0 2 10 0 2 0 0 2 4 0 3 6 0 4 0 JOURNEYMEN CARPENTER’S AND JOINER’S WORK. 149 Average last 20 yrs. 1805, % % L, S, D. ship, and the various small mouldings that may be added, it is impossible to set a price. Solid do. doors, well made ovolo, or quirk * OG, one pannel raised, and beaded, or as- tragal mitred cross banded, and double margin, per foot superficial 0 2 6 T wo inch ovolo, flat both sides, in six pan- nels, do . . . . O 1 7 WAINSCOT DOORS. 2f ovolo or quirk OG, and bead raised pan- nels, and astragal mouldings, mitred round the top of the raising, cross banded, and double margin in the middle, and both sides alike, at per foot superficial 0 2 0^ Do. with a flat pannel,and moulded round do. O 1 81- Do. common ovolo, or OG, and flat pannel, or bead and flush both sides do 0 1 4\ DEAL DOORS. T wo inch six pannels, bead and flush at bot- tom, and ovolo and raised pannel on both sides, per foot superficial. O 0 81- Do. on one side only, do O 0 4\ Do. ovolo or quirk OG, and bead raised pan- nel, and bead or astragal both sides, do.. .0 0 10 Do. and on one side only, do O 0 8 Do. bead, flush bottom, ovolo flat and square back, do. O 0 7 Do. four pannel ovolo door, raised pannel, ovolo on the raising, dado bottom, and square back, do 0 0 6% Do. both sides, and bead and flush also, and square back, do 0 O 5\ Do. on one side, and square back, do O O 4j Six pannel square doors, do 0 0 4^ Four pannel, do, do .0 0 3\ Two pannel, do. do O O 3 N. B. The above are all 2 inch, but for 21- inch add one halfpenny, and for l\ inch deduct a halfpenny per foot, from the above prices in each article. There are many front deal doors made with raised pannels, and beaded as fancy dictates, u L» S> D. 029 020 0 2 4 0 111 0 18 0 0 0 0 0 6 O 1 0 OO9 0 0 9 0 0 7 \ 006 0 0 5 0 0 5 0 0 4 0 O 31 -am H»05. t ■ KT .-v. 150 BUILDER S NEW PRICE-BOOK. Average last 20 yrs. L. that are worth from lOd. to l6d. per foot super, workmanship only. Inch four pannel square doors, at per foot su- perficial. O Do. two pannel, do do, O Do. ledged, rebated, and beaded, do. ..... O Do. grooved and tongued, do. ............ O Do. ledged only, do. ...... , . . . . i . 0 Do. rough ledged, edges shot, do.. ...... > 0 Three quarter deal, ledged, rebated, and beaded, do . O Do. grooved and tongued, do. O Do. ledged only, do. ................... O Do. rough, do. O Slit deal, ledged, ploughed, and tongued, do. 0 Rough do, do.. ....................... 0 SASH FRAMES AND SASHES. Deal cased frames and ovolo sashes, oak cills, sunk and single hung, per foot superficial 0 Do. double hung, do. .................. 0 Do. with mahogany or wainscot sashes, do. 0 Do. and wainscot pully pieces, astragal and hollow sashes, beads and partings, do. ... 0 Do. with mahogany or wainscot sashes, do. . 0 Do. and double hung, with beads., tongues, and partings, do. ................... 0 Waimcot cased sa h frames, ovolo mahogany or wainscot sashes, double sunk oak cills, heads and par tings, &c, and double hung, do. 0 Do. with astragal, mahogany sashes, do. . . . O Palladian and V enetian frames and sashes, circular head and beads, sunk oak cills, &c» do. ......... ............ ...... O Ovolo sashes, fitted and hung, of deal inch and half do.. O Do. with astragal and hollow do. do. ..... . O Ovolo mahogany, or wainscot do. do 0 Do* astragal and hollow do. do. 0 N. B. Circular sashes, or that part which is worliedcircular,arealloweddoub]emeasure* OUTSIDE WINDOW SHUTTERS, Clamped ; per foot superficial. O O 0 o 0 oL z n 0 3\ 0 0 0 o o o 0 o 3 4 4 L 0 0 4 s. D. u s. a 0 21 0 0 31 0 n 0 o 2-fc, O 0 0 31 o 3 0 0 4 0 H 0 0 n : 0 11 0 0 H ; 0 0 0 0 2f 0 If 0 0 n 0 11 0 0 H 0 1 0 0 il | 0 If 0 0 2 0 1 0 0 0 5 0 0 1. *■’ 51 0 5 i 0 0 6 ; 0 Gf 0 0 *1 \ S 2 0 61 0 0 9 i ; 0 7i 4 0 8 1 0 / 2 0 0 CO 0 8 0 0 _. r ■ 9l I 0 9 0 0 l°f j I 0 I 1 3 ' JOURNEYMEN CARPENTER’S AND JOINER’S WORK. 151 Average last 20 yrs. 1805 . L. s. D. L 9 » D. Do. and framed bead, and flush and square v a back, do. 0 0 4 0 0 5 Do. and framed bead and flush on both sides. » do.* 0 0 4 *. 0 0 INSIDE WINDOW SHUTTERS. Inch clamped, or two-pannel square in one . ■ * “5 height, and fitted and hung, do 0 0 0 0 3 | Do. and hung in two heights, do. 0 0 H 0 0 4 Do. ovolo flat and square back, in one height, do 0 0 H 0 0 41 - Do. in two heights, do 0 0 41 0 0 5 Do. and three pannels, one height do. ..... 0 0 4X 0 0 5 Do. in two heights, do 0 0 5 - 0 2 0 0 6 Do. four pannels in two heights, do 0 0 6 0 0 61 Do. three pannelled framed quirk OG, and • bead, two heights, do. . ... . 0 0 6| 0 0 7 Do. in four pannels, do, . 0 0 71 0 0 71 STAIRS. Step, riser, and carriage, per foot superficial 0 0 3 0 0 31 Do. with clean deal to do. do 0 . 0 3 ^ 0 0 41 Do. and moulded nosings, glued, per foot run 0 0 4 £ 0 0 51 Newels to do. do . 0 0 2 i 0 0 2|- J)eal moulded hand rail do 0 0 4 i 0 0 5\ Do. balusters prepared and . fixed, each 0 0 21- 0 0 4L ** >j Do. and dove-tailed, do do 0 0 H 0 0 £ 4 Whole deal framed string board, per foot su- perticial Q 0 3 i 0 0 qZ Cut and mitred brackets, each 0 0 H 0 0 A/ 61 Plain do do 0 o 31 0 0 4 Square hand-rail and balusters, per foot run 0 Q 61 0 0 71 Moulded hand-rail balusters and string-board do 0 1 0 0 1 1 Mahogany straight rail, do 0 1 a 0 1 6 Do. ramped and kneed, do. do 0 2 10! 0 3 O O Do. and twisted rail do. do 0 4 10 0 0 3 Mahogany circular hand rail, glued up in thickness upon cylinder, per foot run. . . . 0 12 6' 0 14 6 MOULDINGS, Struck by hand, as bases, impost, cornices, double architraves, &c. at per foot super. 0 0 51 0 O 6 \- 152 builder’s new price-book. Average last 26\r$J Circular do. do. , 0 Mouldings to chimney pieces do O Do. raking to do. do. ...... . . . v * 0 Circular do. do. * * q Plain diminished pilasters, do. . ^ . o Flutes to pilasters, per foot running measure O Do. cabled to do. do.. . O Single cornice and facia, do. o Do and plugged to walls, do.. . q Single cornice, do. do O Do. plugged to walls. , _ 0 Double corner and facia, per foot superficial o Single architrave, per foot running measure O Run of ovolo, or OG mouldings, do. ...... o Do of small do. do. , [ q Do. of quoins, do. 0 Deal Doric blocks plain, each or a piece. . . . o Do. taking do ............ q Enriched do do . , ] * * ] 0 Capped Ionic modillions do. . . q Raking do. do . ! . . o Small do. to chimney-pieces, do, 0 Raking to do do. q Tuscan blocks, do.. q Raking do do. o Plain and fillet den tel, per foot running. . . . o Beli den tel, double eyed, fret and diamond cut, do q Inch and half diamond cut, fret on facia, do. o A common three bar fret, do. . .... f .... o Do. five bar fret, do. o Fret on planceers, do 0 Level fret dentel, do. q Raking do. . # q Level fluted facia, do q R aking do. do. ............. q Fluted columns, do. q Cabling of do. do. 0 Small flutes to imposts, do , . . q Small circular Gothic mouldings, do. ..... q Bracketting to plastered cornices, do q Do. to modillions, do. o i 80 $. 3i D. L. s. D. I 4 0 1 5 0 71 0 0 8| 0 H 0 0 9i 1 4 0 1 5 0 3* 0 0 4 0 0 0 2 0 21 0 0 3 0 u 0 0 2\ 0 2| Q 0 H 0 1 0 0 H 0 H 0 0 if 0 H 0 0 AL 2 i 2 0 u 0 0 0 Of 0 0 q °i 0 Oi 0 0 0 0 0 0 i 0 1 2 0 0 3 0 H 0 0 4 1 21 0 1 6 0 21 0 0 31 0 H 0 0 4f 0 21 0 0 3 0 H 0 0 4 0 1 0 0 H 0 3i 0 0 2 0 H 0 0 41 0 5 0 0 61 0 6 0 0 61 0 2i 0 0 3 i 0 31- 0 0 AJ. * 2 1 0 0 1 2 0 H 0 0 41 0 41- 0 0 5 i 0 H 0 0 2 0 n 0 0 21 0 H 0 0 21 0 21 0 0 31 0 4 0 0 41 0 6 0 0 61 0 11 0 0 21 0 2 L 0 0 3 JOURNEYMEN CARPENTER'S AND JOINER’S * Average last^Oyrs SAWYER’S PRICES. Twelve feet deals/ per dozen cuts. ....... O 3 0 Ten feet do. O 2 3 Twelve feet battens, do , . , O 2 8 Ten feet do O 2 3 Half deal s one farthing; per foot run. qr do. Q 1 41 Fir timber cut at per load of 50 feet cube. .000 Extra cuts in do. per hundred ft superficial 0 3 3 Oak timber cut at per load of 50 feet cube 0 8 0 Elm do. at per do. . O 7 6 Or do. at 4s. 6 \. per hundred ft. superficial 0 4 3 Ash do. per hundred feet superficial 4s. 6d. or at per load of 50 feet cube. . ...... 0 7 0 A SHORT AND USEFUL TABLE, That ought to be always in memory. 144 Inches make one square foot. 1,7'38 Cubical inches make one cubical foot. 9 Feet a square yard. 2 7 Cubical feet a cubical yard. 100 Superficial feet a square. 50 ubical, or solid feet, a load of timber, 120 Deals make one hundred. 120 Mails make one hundred. 1 ,200 Do make one thousand. 100 Laths, f; ve feet long, make a bundle, and 120 of four feet, do. WORK. 153 1 ( 805 . L, S« D* 0 3 6 0 3 0 0 3 4 O 2 10 O l 9 0 6 6 0 3 6 O90 090 0 4 6 G 9 Q 154 builder's new price-book. CARVER’S PRICES. This work lias been for a long time declining and out of fashion* the composition being now done so neat and so cheap, to what carving is, that it is come into general use, on which account I did intend en- tirely to omit it ; but, at the request of some friends, I have inserted a few articles, as they were charged about thirty years ago: but the present charges, or for the last twelve or fifteen years, I have not been able to learn, nor is it of any consequence. l . s. D. A Corinthian, or composite capitol, 12 inches diameter, 2s. 6d. per inch superficial 6 O 0 An Ionic capitol, in full rder volutes, See. &c. 12 inches diameter, Is 6d. per inch do , _ 3 12 0 N. B. An half or three. quarters column in proportion 5 a pilaster capitol on the face, one quarter. Carved three- leaved grass, or a small OG to the raising of pannels in deal on doors or shutters, at per foot running measure O O 2 Do.fi ve-leaved grass, or OG impost, with five-leaved grass per do 0 O 3 Do. seven- leaved grass, or OG in wainscot with lace. do. O 0 4 Do nine leaved grass, or balls and eggs, do. ........... 0 O 6 Do. flower and husk in a hollow, do 0 0 8 Do. water-leaf to cornice, or thirteen raffled leaf and tongue. O 1 O Do. seven teen- raffled leaf, flower, and tongue, do.. .. . 0 1 6 Do. OG, framing on doors, do- 0 1 O Do. scrolls, ftoroons, and flowers 0 1 4 Frieze, open and swelling, cut through foliage and flowers O 6 6 Do. with scroll, rumpled, raided- work, and rich foliage, the whole 2 16 0 Do. with rumpled shell, foliage, and flowers do 2 O O Do. with carved foliage onlv I 16 O Do. with carved scrolls, foliage, and flowers, do 2 2 0 Do. with a basket of flowers, and rich foliage, do.. ... 2 11 O Do. with eagles’ heads, dowers, and foliage, do 2 10 0 Do. with knot of ribbons and palons, birds and flowers, do. 2 10 O Do. with a garland of laurel, with palons and flowers, do. .220 T russes to chi mnies, with carved fronts and sides, each ll. to 2 10 O A raffled flower, four inches by four and a half, or six inches 0 7 6 155 mason’s work, MASON’S WORK AND PRICES. Average last 20 yrs. L, o o Portland stone, measured nett, per ft. cube O Plain work to do. per ft. superficial O Circular plain work to do. do O Moulded work to do. do 0 Circular moulded work to do. do 0 Sunk work to do * . . . O Plain sunk work O Sunk joggling to do. per foot run. ....... 0 Grooving to do. do 0 Throating to do. O Fret cut to ditto O Portland stone coping, per foot running measure, thirteen inches wide, three inches and a half in front, two inches thick, back edge, cramped, throated, and run with lead, do O Do. twelve inches wide, and three inches in front, and one inch and half bar k, do. I Extra for labour to quoin stone, each. . . . Yorkshire and Newcastle stone coping thir- teen inches wide, three inches in front, two inches back, cramped, throated, and joints run with lead, do. per foot run. . . . Do. twelve inches wide, three inches in front, 1 and three quarters back, edge do. Do. sixteen inches wide do. O Do. eighteen inches do.. 0 Old coping joined and set do O Plain work to do. per foot superficial. ... Portland stone is now 3s, 4d. per foot cube in the yard by the block. N. B. An additional duty being laid on all stone coming coastways, of 15 per cent, in June, 1804, which is 3s. in the pound, therefore, to all kinds of mason’s work must be added 3s. 6d. or 4s. in the pound, in general, but the particular prices are not settled. 1805. o D. L . s. D 3 6 0 4 6 0 11 0 1 0 1 H 0 1 4 1 2 0 1 4 1 6 0 1 8 1 1 0 1 2 1 o| 0 1 0 0 0 0 5 0 3 i 0 0 4 0 Ik 0 0 2 2 6| 0 2 8 3 O 1 1 1 2 2 O y 61 0 12 H 3 8 O O 11 O 4 0 0 3 4 0 1 8 0 2 0 O 1 9 0 2 6 0 3 0 O 0 5 0 10 ,150 builder’s new price-book. .Average last 20yrs. PORTLAND STONE SINKS. Do. window cills, eight inches wide, five thick, wrought, weathered, throated, and Portland stone ballusters, 19 inches long, five inches diameter, joggled in full half Do. paving and steps, the paving in straight courses, one inch and half thick, at per Do. octagon paving, with black marble dots, do. . Do. paving laid diagonally in squares do. . . Do. new channel stone, seven inches wide, Old do. paving, with black dots, rubbed, squared, and relaid, per foot superficial. . Old do. astragal steps, taken up, jointed. Old do. and Purbeck steps taken up and reset at do PURBECK STONE — — — r Q / r Do. new channel stone, per foot running ms. s. D. L. s. D. 3 5 9 0 7 O 3 6 ll 0 7 6 3 3 11 0 4 10 0 2 5 0 2 10 0 1 0 0 2 4 0 0 0 0 2 6 1 11 * / 0 1 15 0 1 3 0 1 7 0 0 1 8 0 1 10 0 2 0 ^ 0 2 4 0 3 0| 0 3 7 0 2 3 0 2 6 0 1 101 0 2 4 0 0 8 0 0 10 0 0 7\ 0 0 9 0 0 4 0 0 5 0 0 11 0 1 1 0 1 0 0 1 2 0 1 0 0 1 3 0 1 0 1 4 0 1 4 0 1 6 0 1 n 0 1 5 0 2 6 0 2 10 0 0 4 0 0 5 0 0 H 0 0 3 mason's wokk. jPurbeck, or Yorkshire’s ealing edge paving to foot paths, areas, vaults, &c. two inches and a half thick, and laid in mortar, per 9 foot superficial . O Yorkshire step, per foot run . . , O Purbeckstep, do - - O Squaring and laying do. per hundred feet, labour only, superficial. O Moor stone kirb, 12 inches wide, and seven inches thick, per foot running 0 Old paving taken up , squared, and relaid, labour and mortar, per 100 feet superficial 0 Labour to kirb stone, do. per hundred feet running measure O Cole plates let into stone paving, each. . . . O Day-work, a mason a day. O A labourer, do, O Mortar, per hod. 0 BREMEN STONE Paving, new laid in terras, per ft. superficial O Old do, taken up and relaid, do O PORTLAND STONE In chimney pieces and slabs, l£ inch thick, per foot superficial O Do. and the slab, inch and half thick do.. . O Do two inches thick, do O Do. two inches and half thick, do 0 Do. three inches thick, do O Do. in window cills, eight inches wide and five thick, wrought, throated, weathered, and fixed in, of one piece, at per foot running O Do. in do. 6 inches wide, 2 \ thick, wrought, weathered, and throated, and fixed in, of one piece, at per foot run. 0 Old do. sawed, rubbed, and reset, do O Do. cleaned, sanded, scoured, and set, do.* . O Cramps and letting in, each to Portland. . O Holdfasts do O Holes cut for iron-work, each. O Mortice holes, do O Large do. do., . . O Do. cut five inches deep, do.. . , % , t , , , t ^ X / 157 e IastSOyrs. 1805. S. D L. Sr D. 1 0 0 1 3 2 0 0 2 10 2 3 0 3 2 16 9 0 19 0 2 6 0 3 0 15 6 0 1 7 0 12 li 0 16 6 1 3 0 1 10 3 3 0 5 6 2 6 0 3 0 0 6| 0 0 7 1 3 0 1 6 0 4 0 O 5 1 8i 0 1 11 1 10i 0 2 1 2 0 0 2 3 2 1 0 2 6 2 3 0 2 9 3 4 0 3 7 2 6 0 2 S 0 10 0 0 11 o 7\ 0 0 9 O 5\ 0 0 O 3| 0 0 0 2\ 0 0 2£ 0 4± 0 0 0 7 , 0 0 0 06i | Q 0 7 155 builder’s new price-book. Average last 20yrs. Do. or other pipe holes, eight inches deep. RYEGATE Slit fire-stone, hearth and covings, at per MARBLE CHIMNEY PIECES. Veined marble, per foot cube. . Blue and white, or veined Italian do. slabs, &c. one inch thick, do. .............. Old do. sawed, sanded, grounded, polished. Do. inch STATUARY. 1805. bastard statuary shelf, 'do, , jl t M M ( L. s. D. L. s. D. 0 1 io| 0 2 2 0 0 Mi 0 1 1 0 0 4* 0 0 f* 0 1 9 0 2 0 0 1 1 0 1 3 0 l 6* 0 1 9 0 1 1 0 1 2 0 1 8 0 1 10 0 0 5 0 0 s 0 6 6 0 7 0 0 8 1| 0 9 0 0 2 7 0 3 0 0 0 41 0 0 5 1 8 6 1 15 6 0 3 7 0 3 8 0 7 3 0 7 6 0 6 3 0 7 0 0 2 3 0 2 6 0 14 6 0 16 6 0 11 3 0 12 6 0 7 6 0 8 0 o 5 6 0 6 6 0 6 6 0 7 6 1 17 6 2 0 0 0 4 6 0 5 0 0 8 6 0 8 8 0 8 6 0 9 3 2 6 6 3 3 0 0 3 9 0 4 0 0 7 0 0 8 0 0 10 6 0 11 0 0 2 6 0 2 9 0 12 0 1 0 0 0 15 0 0 18 0 0 19 0 I < 0 r% O 0 0 7 , 8 0 Treble reeded edge to do. per ft. running/lo. 0 3 Two-inches & half statuary ovolo,per ft. run O 6 Quirk OG, and fillet or reed moulding do. O 3 ^Sawing of statuary marble, per ft. superficial 0 1 Husks in hollow carved, per foot running O 10 Eggs, &c. carved in do 0 12 Carved astragahvith reeds raffled, flowers, &c. O 1 6 Do. and polished, with raffled flowers, rak- ing, ribbands, See 0 10 Veneering in Jasper marble 1 8 Do. in Sienna, or Brocatilla marbles 0 1/ N. B. The prices of ornaments vary and differ in prices in wood, stone, marble, and stucco, according to the richness and goodness of the materials and workman - ship, which must be inspected before a proper value be fixed. 20 yrs. 1805. 159 D, L. s . D. 0 0 3 6 3 0 6 <5 0 0 3 6 1 0 1 2 6 0 11 0 0 0 13 0 6 0 18 0 9 0 11 6 6 1 14 0 6 1 0 0 PLASTERER’S WORK & PRICES. Average last 20 yrs. lf;05. ^ L. S • D< Lime whiting once over, per yard O o 1 ' Do. twice over do. O 0 \\ Lime whiting, with theV auxhall stone burnt lime, per yard , .0 0 O Do. with the Barrow stone lime O O O Scraping, stopping, washing, and whiting, to old work, do o O 2 New work, white only O o 1 Do. to new plain cornices, per foot run. . . O 0 0| Wash, and stop, and white, to old ceilings ornamented, per yard O O Do. with frames and compartments, do. . . o O 4| Do. with rich do. do. . \ O 1 2 Do. plain mouldings, cleaned, stopped, and Vbited, per foot run, ,0 Q of L. S. D. O O ll 0 0 3 0 0 4 0 0 4 O O 3£ 0 O if- O 0 of O O 4i o o o o i 4 0 0 1 160 BUILDER’S NEW PRICE-BOOK.' Average last 20 yrs. 1805. — — L s. D. i L. s. D. Colouring, plain and common, per yard. . . . 0 0 0 0 H French, grey, orange, or straw colour, pr do. 0 0 H 0 0 4i Walls sized for paper.. 0 0 1 0 0 H RENDERING ON BRICK- WORK. 1 Rendering chimnies, set and blacked, each 0 0 111 0 1 2 Do. walls one coat rough, per yard. ....... 0 0 3 0 0 H Do trowelled for paper, do 0 0 4 0 0 4k Do. and set with fine stuff, do. ........... 0 0 H 0 0 6k Do to groins, do. 0 0 6i 0 0 7k Do. in circular work, do. ............... 0 0 7k 0 0 8 Do. and floated do. .................... 0 0 7 0 0 Do and trowelled for paper, do. ......... 0 0 6k 0 0 7k Do. and set with fine stuff, do. 0 0 7 0 0 8 Floated, bastard finishing on brick, do. ... . 0 1 5 0 X 7 Do. circular do. in niches, do, 0 1 8 0 X 9 Do. trowelled and blacked, do. 0 0 H 0 0 10|r LATHING AND PLASTERING. Lathing only, per yard 0 0 5k 0 0 7J. Do. and one coat, lime and hair, do 0 0 8k 0 0 10i Do. and trowelled for paper, do 0 0 10 0 1 X Do. and set with fine stuff, do. 0 0 111 0 X 2\ Do. and circular do. 0 X 3 0 1 6 Do. and two coats, lime and hair, do. ..... 0 1 0 0 X 2 Do. and trowelled for paper, do. 0 1 0 0 1 Do. and set over with fine stuff, do 0 1 1 0 X 4 Floated do, and set in white, do. ......... 0 1 3 0 1 6 Do. to ceilings only do. ................. 0 1 5 0 1, 9 Do. to groins, do. and circular. 0 0 9k 0 2 2 Do and washed and stopped for painting do. 0 1 £ 6k 0 1 8 Do. and set with plaster and putty, do 0 X 4 0 X 6 Do. bastard finishing on lath, and trowelled, do. 0 1 8 0 1 10 Do. plain frieze and set, per foot superficial 0 0 H 0 0 3t Do. and soffeets, do. do 0 0 H 0 0 4 Do. to heads of niches, do.. 0 0 5k 0 0 6 Rough casting on laths, at per yard superficial 0 X 9 0 2 3 Do. on brick fronts, or other brick- work, two coats, do 0 1 IQ 0 2 Q I\. B. A bundle of laths is sufficient for 6 yards of plastering. STUCCO. On brick rough, do. Q 1 h 0 X 4 Do. floated and trowelled, do 0 X 6k 0 X 9 plasterer’s work and prices. Average last 20 yrs. l6i 1805 . L, S. X>. Do. on laths, rough do ...... • 0 ^ Do. trowelled and floated, do. ^ ^ Do. do. in backs of niches do. . . O 2 1U^ Do on lath in pannel, do. * * ^ ^ Do. in heads of niches, at per foot superficial 0 0 5^ Rusticks, raised and chamferred, do. ..... O 0 9 Raised facia p 3 ain, do -,••*'•* 0 Do. key stone, do ® 2 Old rusticks mended, do... 0 ° j Do. 5 inch reveals to windows, per foot do. 0 0% Do. circular, do ^ ® ^ Do. straight Q-inch, do. ^ ^ Do. circular do O N. R. The Barrow lime makes the best stucco. PLASTER FLOORS. Grey two inches and a half thick, reed or lath, per square 2 IQ O Do. red plaster floor, on reed or double lath do : 3 1 7 O N. B. A plaster floor of the Barrow lime is equally as good, if not better, and can be done for one fourth less and scud at St. Katharine’s by theTower, at only 2s. per bashel, with printed directions ‘o use it. J>f, R. 1 he Barrow lime is the best and by far the ch apest cement for malting floors and lining of malting cisterns j and is equal, it not superior, to the real X> ;.tch ta^ras PLASTER CORNICES. Three inches girt, per foot running O O 3 Do. four inches, do. do O O 4 Do five inches, do. do O O 5 Do. six inches, do. do 0 O 6 Do seven inches, do. do O O 7 Do. eight inches, do. do. ....... j ...... O O 8 Do. nine inches, do. and all above nine inches to measure superficial, , do 0 0 9 Astragals, ovolos, orOGs at foot of friezes, round pannels, at per foot run O O 3 Do. circular, do.. O- O 4 3 3 0 4 3 0 O O 3| O O 4| O O 5\ O O 0 0 71 o 0 S| O O 9| O O 3| O O 4h 162 builder’s new price-book. Average last 20 yrs. 1805. L. S. D. Do. of reed or compound mouldings, do. . O O Do. if circular, do o O Do. if four inches, girt, do . 0 O 4 Do. if five inches, do do . 0 0 5 Do. if six inches, do. do O O 6 N. B. If any of the last three be circular, add one third to the price 5 and if ellip- tical, half of do. Bead and quirk to quoins, pannels. &c. per do 3 2 ° 4- 41 ^ 2 Astragals, three inches girt:, with ribband and flower, do. . ........... Do. and four inches girt, do. ‘•'a ® e o 4 Circular frames on wails, enriched with Circular circular do. do. ...... . Italian mouldings, plain, do.. , . . 94 0 9 Enriched mouldings, with laurel, oak or water leaves, and with ties of ribbands. . Scrolls, do. . ....................... fl eed mouldings, with foliage over do. by hand, do ..... ORNAMENT PLASTER CORNICES, L. 8. D< o o 41 0 0 5 0 O 4\ O O 5| O O 6| Plain block cornices, do. do, 1 * t « 0 0 5 0 0 5k 0 0 H 0 0 4k 0 0 4* 0 0 6i 0 0 6k 0 0 Ik 0 a 6* 0 0 7k 0 0 Ilf 0 1 iZ 1 z 0 0 8- 0 0 9 0 0 9 0 0 10 0 1 0 0 1 1 ,0 0 10 0 0 11 0 1 0 } 0 1 2 0 0 9 0 0 10 0 1 Oi 0 1 2 0 1 3 0 1 4 0 0 9 0 0 10 0 0 9k 0 0 lot 0 1 H 0 1 3 0 1 0 0 1 1 0 1 H 0 1 3 0 2 0 0 2 2 0 2 5 0 2 8 0 2 2 0 2 10 0 0 6 0 0 7 0 0 9 0 0 10 0 1 0 0 1 1 0 I 6 0 1 8 0 0 9 0 0 10 0 0 ioi 0 0 111 0 1 l 0 I 2 z plasterer’s work and prices. Average last 20 yrs. L. Block cornice leaf in block, and flower in coffer, do, • • • 0 Do. and three members ^nriched, and flower and bands in soffeefs, do. ... . O Plain cove cornice, arid whited, do O Do. and with an eye dentel, and whited, do. O Do. and two members enriched, do. ..... 0 Do. and three members enriched, and fo- liage in soffeets, do 0 Do. and four do. do. and leaves over a cord, do 0 Do. and enriched cima, flutes, facia, running foliage in soffeet, astragal flowers and husks, do 0 Do. enriched with ovolo, guilochi in soffeets, and enriched ovolo, egg and flowers, with floroons at foot of cove, do.. O Gothic cornice, two members, enriched with water leaf, in cove,, and ovolo, with flowers, do O Do. and two members, enriched flowers in cove,and four barrelled feet at bottom, do. 0 Do. circular do. O Gothic do. and arches cut through to the ground work, with crotchets between do. and acorns at bottom do 0 Cove cornices with five members, enriched cima recta, with foliage, husks, &c. do. 0 Dentel do. and four members enriched, do, 0 Do. and three members do, do..>. ....... O Do. co»nice, and with two members do, do. 0 Do. with three do. do. do O Do. with four do. do. ovolo with bubble and husks, do 0 Do. with three-leaved grass, and ovolo with flowers, and floroons, do. O Do. with five members, cima recta, with foliage and honey suckle, ovolo with shells and husks, dentel, and cone, and lower member, foliage, husks, &c, do . 0 Tuscan block cornice, and bead beaded, do. 0 Doric cornice and plain nautules, o 163 1805. s. D. L, s. D. 1 al *2 0 1 6 1 10 0 2 3 0 10 0 0 li 1 0 0 1 1 1 Oi 0 1 2 I 6 0 1 8 I 6 i 0 1 9 2 0 0 2 2 1 8 0 I 10 iff* * 1 9 1 0 1 4 1 4 * 0 1 6 1 8 ■ c afv a ' t - 0 i 10 2 1 0 2 4 2 0 0 2 2 1 H 0 1 7 1 3 i 0 1 5 1 2 0 1 3 1 0 1 6 1 5J- u 2 0 1 7 I 2 } 0 1 4 ► 2 6 0 2 8 1 2 o 1 3 1 2 0 1 4 164 builder’s new price-book* Average last 20 yrs. L. S. D, Do/ and three members, enriched mutules, with bell or cones, and flowers, in coffer, do. O 2 4\ Do. and full enriched with tryglypths, and flowers in metopes, and architraves, do. 0 2 5\ Do. and enriched with blocks, and bells, and flowers, sunk coffer, do 0 1 7\ Plain Ionic modiilion cornice, do . O 1 O Do.with a flower in front of themodillions, do. O 1 1 Do, and two members enriched, modillions, and flowers, with flush coffers, and whited, do, O 1 7 Do. and four members enriched, the coffer sunk and flower in do. do., * 0 1 8 Do. who ly enriched, except the coffer and egg under modiilion, do. O 1 8 Plain Corinthian cornice, do,. 0 0 10\ Do, wholly enriched, do O 2 O Do. circular do do O 2 4 Do. fully enriched, except the dentel, en- riched ovolo, with shell and flower under every modiilion, do O 2 3 Do. circular do. do..... 0 2 7\ Do. and seven members enriched, bell and flower in coffer, do O 2 8 Composite cornice, with four members, en- riched do 0 1 6 Plain cornice, with swelling friezes or plain for caps over inside doors, do O O 10|- Do. raUng to pediments to do. do 0 O Ilf Enriched cornice to side of pannels in archi- tect ceilings, do.. 0 1 6 Do. ell ptical do O 2 1 FRIEZES AND SOFEEETS, Floated on laths, at per foot superficial. .0 O 2i Do. and set do.. O 0 2x 2 Do. circular do . . O O 3 jl Do. elliptical do.. O 0 5 Do. sunk spandrel pannels, do.. . o O 3 Plain circular do. in two pannels, do o O 6 Do. OG, and flat pannel, raised margins, three 9annels circular, do,. ... * 0 1 O 165 plasterer’s work and prices. Average last 20 yrs. L. S- D. Circular soffeets in seven octagon pannels and twelve spandcd rails, the ovolo enriched 0 14 Do. in nine pannels, enriched OG, do.. . . . O 1 7 Elliptical soffeets, with raised margins, and p 30 or 38 whole diamond pannels 0 2 2 Guilochi in soffeet of pannels in architect ceilings, do 0 2 8 Do. elliptical, do O 3 O Corinthian frieze,with foliage and flowers, do. O 3 5 ~ Foliage frieze, with eagles* heads, do O 2 O Architraves enriched, one member, with flowers and husks, do.. .............0 0 9 Corinthian do. and three members enriched, do. .....O 1 3 Elliptical do. enriched with eggs and tongues, do O 1 51 Do. frames, and two members enriched, do, 0 1 2~ BORDERS. Double warded fret and flowers, do 0 1 Vitruvian scroll and facia, do,. 0 l 10 Guilochfand flowers, do ..........O 2 0 Double do, flowers and husks, do.. ....... 0 2 0 Vitruvian scroll, flower and husk, do. ... 0 2 6 Oval border, enriched OG, Guilochi and flower ribband, and flower and whited, do. 0 2/ Mosaic border, per foot running O 2 9 Circular do. do 0 3 0 ORNAMENTS WORKED BY HAND. Shells, foliage. Sec. per foot superficial. . . . O 2 3 Festoons of flowers and floroons. do O 3 0 Do. of drapery, do 0 3 6 Foliage and flowers, do O 3 6 Do. with Apollo’s head and rays, do 0 3 6 Foliage, shells. See. at per foot superficial, as before O 3 6 Do. with a very large relief, do 0 3 8 Foliage, shells, &c. with vine leaves and grapes, do 0 4 0 Shells, floroons, and heads, three inches em- bossed, do 0 4 Of Fruit and flowers, two inches and half em- bossed, do 0 4 0 Y L. Q O 0 0 O O O 0 0 0 o o 0 0 o 0 0 o o o o o o o o o 0 0 o 1805 , S. D. 1 7 1 10 2 6 2 10 3 2 3 8 2 2 0 10 1 4 A 7 1 4 1 9 1 11 2 2 2 2 2 8 2 10 2 10 3 2 2 4 3 2 3 8 3 8 3 8 3 8 3 10 4 3 4 3 4 3 166 builder’s new price-book. Average last20yrs. 1805 . L. S. D. Cornucopia, or horns of fruit and dowers, do . . . . . O 4 O Baskets of grapes, dowers, and festoons, do. 0 4 3 Ornaments in a large cove fully enriched, do O 4 O FeUoons of fruit and flowers, 3f inches em- bossed, to pannels on walls, do 0 4 4~ Trophies on wall, of various sorts and kinds, do. 0 5 3 Festoons of fruit and flowers, eight inches embossed, do O 5 6 Bass relievos of boys, birds, beasts, Sec. do. .003 Manufactured, or unmanufactured ornaments in the drapery business, four inches em- bossed O 6 6 T russed with moulded and beaded fronts, the sides with scrolls and floroons,and further ornamented with enriched shells and raffle leaves, each 2 0 6 Apollo’s head and rays, do. ............ . I 1 6 The fable of the fox and crane, do. . 1 6 6 FLOWERS. Raffled eight inches and a half square, each O 2 6~ Do. and two inches embossed, do 0 1 JOy Do- of three inches and a half diameter, do. .016 N- B. It is usual to allow 2d- per foot for materials of all ornaments. Raffled flower in the centre of an oval, like that in St. James’s Church, Piccadilly, London, do. . I 7 6 Flowers three feet diameter, and five inches embossed, do. 2 3 O Do- three feet seven inches diameter, and four inches, do. do 3 5 0 Do. with water leaves, four feet diameter, and seven inches do. do 3 1 6 Do. and raffled, two feet four inches diame- ter, and twelve inches embossed 2 6 0 Do, only ten inches diameter 0 5 0 Do. raffled, and four feet ten inches diame- ter, and ten inches embossed 4 12 6 Do. raffled, six feet diameter, and eleven inches embossed, do 6 13 6 L. S. D, 0 4 3 0 4 8 O 4 3 c 0 4 9 0 5 6 059 O69 0 7 0 2 5 0 15 0 1 10 0 0 2 9 0 2 3 0 18 1 10 O 2 6 0 3 10 0 3 5 0 2 10 O 0 5 6 5 5 0 7 7 0 plasterer’s work and prices. Average last 20 yrs. L. S. D. Oval flower, four feet three inches by two feet eight inches, and five inches embossed, do. 3 5 0 N. B. The above prices are not to be under- stood as fixcv^stices, but to form a near > judgment of the expence. of such work, for much (nay, indeed, all) depends on the goodness and neatness of the work- manship, which cannot be known till finished, and may be worth considerably more, even full as much again as is here set down, especially if near the eye, and finished in a masterly style, and numerous other ornaments, and mouldings, too many to mention here. Small ornaments worked by hand, husks, cast and fixed in festoons and drops, per foot running 0 0 10 |- Festoons to husks and indented leaves, by hand, do O 1 Laurel leaves and berries, do. do 0 2 6 Oak leaves and acorns, ivy leaves and berries, do do . 0 3 O Vine leaves and grapes, do. 0 3 6 Fan ornaments of common size, per foot su- perficial O 1 3 MASTER PLASTERER’S PRICES BY DAY-WORK. Plasterer, per day O 3 9 Labourer O 2 4\ Hawk b>y O 1 4 Course lime and hair, per hod . O O 9 Outside do. do O 0 10j Fine stuff do. do. O 1 O Stucco do. do O 1 10 Putty do . O ] 6 Cwt. of plaster, ] 12lbs O 7 5 Do. a single bag 0 1 2 Fir laths, per bundle O ] 3 Two-penny nails, per thousand 0 14 A gallon of size O O 41- Whiting, per dozen : O O Pail of whiting and size O 1 7 I- 167 1805. L. S. D. 3 10 O Oil 0 17 0 2 8 O 3 2 0 3 8 0 1 4 0 5 6 0 3 0 0 2 0 O O 10 0 1 O 0 16 0 2 2 0 1 8 0 8 6 0 14 0 2 6 O 1 6 0 0 5 O O 2 \ O 1 9 “ 168 builder’s new PRICE-BOOK JOURNEYMEN PLASTERER’S TASK-WORK PRICES. LABOUR ONLY, BY ADMEASUREMENT, AT PER FOOT SUPERFICIAL. RENDERING ON WALLS, At per yard superficial. STUCCO. ROUGHCASTING. Rough casting on outside walls, do. . Average last 20 yrs. 1 1805. L. D: I . s. D. . . . 0 0 01 0 0 Of 0 0| 0 0 H . . . 0 0 0\ 0 0 I . . . 0 0 01 0 0 01 . . . 0 ork. 0 01 0 0 1 0 1 0 0 1 1 . . . 0 0 Of 0 0 1 0 1 0 0 H . . . 0 0 1 0 0 0 21 0 o 0 H 0 0 4r 0 4 i 0 0 5 . . . 0 0 1 0 Q 11 . . V 0 0 21 0 0. 21 . . . 0 0 31 u 2 0 0 41 . . . o 0 0 0 . , . 0 0 7 0 0 8 . . . 0 0 7\ 0 0 9 0 9 0 1 0 0 0 0 10 0 io| 0 1 0 . . . 0 0 10 0 0 11 0 101 0 1 1 0 H 0 0 . . 0 0 0 0 0 7 0 7 0 0 8 JOURNEYMEN PLASTERER’S PRICES Average last 20 yrs. PLASTER FLOORS. Grey plaster floors, 2f inches thick, on reed or lath, per square 1 6 6 Do. red plaster floor, on reed or double lath, * per square 1 8 6 CORNICES, Per foot running. Plain cornices less than four inches girt, do. 0 0 2 Do. girt, and under six inches, do O O 3 Do. girt, and under nine inches, do O 0 4f Do. nine incht^ and upwards, girt, at per foot superficial 0 O Enriched members to cornices that are cast solid to two inches girt, per foot run. . . . O O 2 Do. circular, do. O 0 3 Hollow members enriched, put up single to one inch girt O O 3f Do. from one to two inch do O 0 4 Do. circular O O 5 SofFeets and plancers reeded, or square sink- ings to be girt with the cornice, and charged extra for each reed or sinking, per foot run 0 0 Of SMALL MOULDINGS. OG, or ovolo neckings, or plain astragal, at per foot run 0 0 2 Do. circular, do O O 3 Enriched neck mouldings, do. .0 O 4 Do. circular, do O O 6 Reed mouldings in pannels, &c. do 0 0 2 QUIRKS, BEADS, &c. &c. Quirks and wood beads, per foot run 0 O Of Beads, straight, do O O 1 Do. and double quirk, do O 0 2 Bead and double quirk, circular, do O O 3 Do. elliptical, do O 0 4 Outside stucco arrises, do % . . O 0 Of FRIEZES AND SOFFEETS. Plain floated frieze, per foot superficial. . O O if Do. circular, do O 0 2f Soffeet circular, do. . O 0 3 Do. elliptical, do. ..... M 0 0 4 L. 1 1 o o 0 o o 0 o o 0 0 o o 0 o o 0 o o o 0 0 o o o 0 169 1805. S D. 10 o 12 O 0 2f O 4 O 6 0 1 \ O 2 \ O 4 O 4 O S O 6 0 1 O 2 \ O 3f O 5 0 7 0 2± O Of O li 0 2 \ O 3| O 5 O 1 O 2 O 3 O 3i O 5 170 builder’s new price-book. Average last 20 yrs. D. FRIEZES, SOFFEETS, AND STRINGS, ENRICHED. Two inches wide or less, per foot ran. . . . O 0 Three do. do. do O 0 Four do. do, do * . 0 O Five do. do, do. O O Six do. do. do, O O Seven do. do do 0 O Eight do. do. do 0 O A TABLE FOR PLASTERERS, PAINTERS, PAVIORS, &C. Shewing, at one view, the number of square or superficial yards contained in any number of feet, from two yards or eighteen feet 3 n 9 ioi 1805. L. S* D. 0 o 0 o o o 0 0 0 o 0 o 0 1 3 5 6 S 10 Hi No. of Sq. No.of Sq. No.of Sq No. of Sq. No.of Sq. feet. yards* feet. yards. feet. yards. feet. yards. feet. yards. 18 2 243 27 463 52 6Q3 77 909 101 27 3 252 28 4 77 53 I- 702 78 918 102 36 4 261 29 486 54 711 79 927 103 45 5 270 30 495 55 720 80 936 104 54 6 279 31 504 l 56 729 81 915 105 63 7 288 32 513 5 7 738 82 954 106 72 8 297 33 522 58 747 83 96 3 107 81 9 300 34 531 59 756 84 972 108 00 10 315 35 540 60 765 85 981 109 99 1 1 324 36 549 6l 774 86 990 no 108 12 333 37 558 62 783 87 999 111 H7 13 342 38 567 63 7.92 88 1008 112 126 14 351 39 576 64 801 89 1035 115 135 15 360 40 585 65 810 90! 1080 120 144 16 369 4! 594 66 S19 91 ! 1125 125 153 17 378 42 602 67 . 828 92; 1170 130 162 '18 387 43 612 68 837 93 1215 135 171 19 396 44 62) 69 846 94 s 1260 140 ISO 20 405 45 630 70 -855 • 95 1 1305 145 189 21 4 i4 46 639 71 864 96, 1350 150 19 $ 22 423 47 648 /2 S73 97! 1395 155 20 7 23 432 48 6571 73 882 98| 1440 160 216 24 441 4.9 666 74 891 99 1520 170 2251 25 450 50 675| 75 900 100! j 620 ISO Explanation of this table, in going further wi th the figures, is u JOURNEYMEN PLASTERER’S PRICES. 171 EXAMPLE. Suppose the square or superficial contents, of any dimensions in feet, be 6 q 3, how many square yards are there in that number ? Look in the table at the top for the nearest number of feet thereto, which in this case is the exact number j and in the next column of figures, under the words at top square yards, and opposite to the number of 69 3 feet, you will find 77> square yards, contained therein. Proof by division. Proof by multiplication. 9)693(77 ' 77 63 9 63 693 63 O By this example you will find any number of square or superficial yards, not exceeding 180 or 1620 feet, being the extent of this table 5 for higher numbers, by proper attention, may be easily found, by doubling any two numbers in the table, or by adding two, three, or more numbers together, so as to make up the number required, and add the produc ts together, will give you the true contents in square yards. One example will be fully sufficient : Suppose your dimen- sions to be 3,460 feet, to find the square yards contained therein — Seek in the table of feet for 1000, or the nearest thereto, which is 1008, opposite to which is 112 yards, which number will admit of three times as much, which makes 3 024 feet, and consequently 336 yards ; there then will want 436 feet, than seek in the table as before, and the nearest to it is 432 feet and opposite is 48 yards* which being; added to the 336 yards before, makes 384 yards and four feet over, which may be called half a yard. osismaaiima mMitamumi i TE. j ; PR ir^TuQ JL jL ’<& JL jL-j • Average last 20 yrs. 1805. L. S. D. L. s. D. Common painting once in oil, at per yard superficial 0 0 2| . 0 0 3| Twice do. do 0 0 H 0 0 Three times do. do . 0 0 QL U 2 0 0 7 L * % 17 # builder’s new price-book. L. Four times do. do O Inside do. primed in size, and twice in oil, do. O Second colour and finished 0 Clear coal and finished, knotting included, do. O On stucco, once in oil, do ... O Do. twice in oil, do 0 Do. three times in oil, do. do 0 Do. four times, do. do. . . * 0 Do. do. and sanded do 0 Four times in oil, done off a ladder, do. . . . O Stringboard newels, balusters, and hand-rail, do . O Carved work, once in oil, per foot superficial 0 Do. twice in do. do 0 Do. three times in do. do . O SASH-FRAMES. Once in oil, each * 0 Do. twice in do. do. . 0 Do. three times in do. do 0 Sash squares, once in do. per dozen. ..... 0 Do. twice in do. do * O Do. three times in do. do O Sash squares, dead white, three times in oil, per dozen. . 0 Inside do. clear coal, and finished, do. ... 0 Window lights, three times in oil, each. . O Casements do. do. O Spring stays to do. do. . 0 Iron bars, do. do O Window cills, once in oil, do O Sash squares, yellow, per dozen O Do. twice in do. do. O Do. three times in do. do O Single cornice, three times in oil, inside, at per foot running. . 0 Do. and facia, do. do. 0 Do. double do. do. . O Single cornice, and facia outside, do. do. . . . O Double do. do. two colours, five times O Base and surbase mouldings, do. three times 0 Mod ill ion cornice, as it girts do. from 5d. to do o Ionic entablat ure, plain, five times in oil, do. O last 20 yrs. 1805 S. D. L. s. D. 0 8£ 0 0 .9 0 H 0 0 6 0 0 0 7 0 qJL °2 0 0 4 0 3 0 0 3 0 H 0 0 6 0 7k 0 0 8 0 9k 0 0 lOr 1 2 0 1 4 1 1 0 I 2 1 2 0 1 6 0 l 0 0 0 n 0 0 3 0 3 0 0 3^ 0 7 0 0 9 0 10i 0 1 2 1 2 0 1 4 0 6i 0 0 8 0 10* 0 1 0 1 2 0 1 4 1 5 0 1 7 0 8* 0 0 9k 0 aL *2 0 0 6k 0 4l 0 0 6 0 1 0 0 H 0 1 0 0 H 0 ol 0 0 3 1 2 0 1 6 0 H 0 0 6i 0 0 0 9 0 1 0 0 H 0 H 0 0 2k 0 2 0 0 3 0 9 i Z 4 ! 0 0 5 0 Si °4 0 0 7 0 1 0 0 \L 1 2 0 10 0 1 0 1 i 1 0 1 2 painter’s prices. 173 Average last 20 yrs. 1305. L. S. I). Do. enriched do. do O 2 0 Skirting level three times in oil, do 0 0 1 Clear coal, and finish, do. do 0 0 Of Toms skirting, three times in oil, do O O l\ Hand-rail to stairs, do. do. grand mahogany 0 0 2 Cloak pins and rail, do. do 0 0 2 Coping edge and under to throat, do. do. . O 0 In- stall plate, do. do O 0 1 Water trunks, once in oil, do O 0 1 Twice do. do. O 0 Three times do. do . . . O 0 2 W ire, loops, springs, pullies, white pink, & c. in small mouldings, do 0 0 Oj Dead white, once in oil to old work, per yard . . O 0 5 Do. twice in oil, do O 0 8 Do. three times in do. do. . . , 0 0 10 Do. four times in do. .....0 1 2 Do. to carved work, once in do. at per foot superficial O 0 3\ Do. and twice in do. do . . . O O 4t\ Do. three times in do. do O O 6 Do. four times in do. do .0 0 7 Straw, French grey, &c. colour, ground and embossed in distemper, per yard 0 1 0 Mahogany colour, grained, do 0 1 0|- Do. and varnished, do o 1 2\ Do. twice do 0 1 5 Green verditer, do.... O 1 5i Deep greens, fine, do. O 1 \\ Common, do. do 0 0 10^ Prussian and sky blues, do O 1 1 Pink, straw, orange, lemon, &c. blossom co- lours, do. O 1 1 ^ French greys, four times in oil, do O 1 2f Olive colour, do. do 0 1 l\ Front of window stiles; and pannels, green or other rich colour, four times in oil, mould- ings and soffeets white, do * 0 1 4 Do. stiles and pannels, French grey, twice in oil, and mouldings, moulding on pannels, stiles, &c. various, do O 1 A \ If do. on stucco, add per yard, .002 z ] . s. D. 0 2 2 O O U 0 0 1 0 0 2 0 O 2f O O 2f 0 0 2 O 0 O O \\ 0 0 3 0 0 4 \ 0 0 1 0 0 6 0 0 9 0 Oil 0 14 0 0 5 0 O 64 O o 7i 0 0 84 O 1 0 O 1 1 4 0 1 3 * O 1 64 017 0 13 Oil 0 1 4 0 1 4 017 0 16 0 1 6 0 1 6 O O 24 St* 174 builder’s new price-book. Average last 20 yrs. Torus or plinth skirting in rich colours, four L. s. D. L. s. D. times in oil, per foot running 0 0 4 0 0 4i Do. to ice only in do. do The stiles to wainscot, four tiroes do. with 0 0 3 0 0 3i twice in green, do 0 0 2 0 0 2f Do. only once in green, do Plain cornice, 4| girt, four times in oil, once 0 0 H 0 0 2 flated do. , . . . 0 0 2 0 0 2i Pi un of plain astragal, do Staircase wainscot cleaning, and varnishing. 0 0 *2 0 0 2 per yard 0 0 Si 0 0 9 Shields painted and shadowed, each 0 0 2 0 0 2i Squares do, black do. ................. 0 0 3 i 0 0 4 | Chequers, per dozen . . Painting on ornamental stucco ceilings, &:c. 0 G 6 i 0 1 0 six times in oil, with variegated ground, and pickt in with any rich colours, orna- ments, dead white and flated with the best nut oil, at per foot superficial O O 8 Do. and only five times in oil, flated and grounds, pickt in with French greys and ornaments, dead white, do 0 In distemper on stucco and mouldings, veneer- ed, the ground lemon, straw, or pink, and moulding white, per yard.. 0 Stucco cornices, enriched, five times in oil, flated with nut do with 5 mouldings, en- riched and girt 9 to 10 inches, at per foot O 6 0 7 \ running measure 0 O Q, Modillion cornice, five times in oil, flated with flowers on blocks, and flowers be- tween them, and two members, enriched, and 12 inches girt, do O Do. five times in oil, and flated with three members, enriched, seven inches to eight inches girt, do * r. . . 0 Trussed carved cornice, once in oil, flated and flowered between the trusses, two mem- bers, enriched, 13 inches girt, do O Stucco friezes, enriched, seven inch girt, five times in oil, fated pickt in, and finished with two greens, or other rich colours, or- naments, dead white, at per foot running 0 0 8 o 9 z 0 8i O 9 1 uOJy. o o 9 o o n 009 O 0 lOf O o lOi 0 O 9i O 0 10| 009 PAINTERS PRICES. 175 Average last 20 yrs, L. S. D. Do. six Inch girt,, and five times in oil, dated andpickt in, with green ornaments, white or pink do 0 0 Qj Do. 5 inches, or 5^ girt, five times in oil, flated, pickt in, French greys, orange and white ornaments, do 0 0 Q\ Do. only once in oil, and pickt in with green, t per foot superficial 0 0 4\ Do. architraves, five times in oil, flated one member, enriched, two inches and half girt, per foot running 0 O 2\ Two inches girt, carved astragal, five times in oil, and flated, at do. do. O 0 3 Astragal, hollow and bead, one member, en- riched, five times in oil, and flated, girt two inches, do 0 0 2\ Double festoons of flowers and leaves varie- gated to a cove, two feet six inches high, in distemper, per foot running 0 5 0 Ornaments to frieze of vases, ram heads, &c. one foot high, do.^. .0 3 3 Festoons of roses to pedestal, 2 feet by 3 feet, per piece O 10 9 Fluted Corinthian pilasters, twelve feet high, each . . O l6 O' Ionic columns or pilasters in Sienna, do. . . 1 1 6 Figures in niches, five feet six inches, or six feet high, each from 56s. to 3 x 6 To those who wish to find their own colours, the London prices are as follow : First primer ground in oil, at per cwt. of 112 pounds weight 1 14 o Do. at per single pound.. O O 5 One pound of which, with oil, will paint near twenty square yards. Second primer, ground in oil, at per cwt. of 112 pounds weight ...2 7 3 Do. at per single pound. O O 6 One pound of which, with oil, will paint near 12 square yards. The best white lead, ground in oil, at ner cwt* of 112 pounds weight. V. 2 q 0 1305. L., S. D. O 0 10 O 0 10 0 0 5 • • ■ n ) O 0 3\ 0 0 0 O &§ Q > 0 5 6 ■■ • ,ll( y 0 3 6 Oil 6 0 17 0 1 3 O 3 3 0 1 18 0 0 0 6 2 18 0 o o e 3 0 0 176 Guilder’s new price-book. Average last20yrs. 1805. P er single pound One pound of which, with oil, will paint 7 8 square yards. Pea] 1, lead, cream, stone, oak, or wainscot co our, ground in oil, at per single pound 0 ne pound of which, with oil, paints 8 square L, 0 yards. s. O Chocolate, mahogany, cedar, and walnut-tree On," f r ° r Un , d . ln oil t at P er s ^gle pound 0 ; .* P oun 1 of which, with oil, will paint near * - *0 square yards. Gold, ohve pea, fine sky blue, mixed with * r “ J Ue ' oran g‘ e ; lemon, straw, pink, and blossom colours, ground in oil, "at per single pound, from 8d. to . . . . . 0 ne pound of which, with oil, will paint near S square yards. The finest deep green colour, ground in oil, tv at P er sm gle pound. . . . . . q One pound of which, with oil,* will paint l6 \ to 20 square yards. Linseed oil per quart from 10d. to O Turpentine oil per quart. ...... " # 0 Best drying oil per quart. ‘ * * ‘ * * 0 Putty, at per pound, from 3^ to o Double size, used for painting new work first over, at per firkin, q Double size, used lor painting new work first over, at per single quart O single size, at per firkin o Do. at per single quart. o A painter per day, Q X D. 61 - O 6 O 7 L. S. D. 0 0 9 ' 0 0 71 0 0 8 1 3 0 1 6 3 2 0 3 6 1 3 0 1 6 1 6 0 2 0 1 Al. 0 1 9 0 5 0 0 6 5 9 0 6 6 0 0 0 3 2 0 0 2 6 0 1 0 0 2 3 6 0 5 6 PRICES OF PAINTER’S COLOURS. n M • blues. 7T~ Damp blue in water, at per pound ... n' V f me sky blue, do Do. darker, do . O i D. o 3 6 PAINTERS PRICES. 17 % 1805. ■m m $ & 9 90 &#©**•#••• * » « • * « O O ft 9 9 S « 9 9 9 » 0#*«o • « 3o O09'O*«#O P Q » « 9 l» « <0 0 © & © ft 4 © ©, * * « a' O 0 »6 » • O * « » * # © a 0 9 » « 0 # 00 0**99*99 • •••#00 ee®#dOd*©«« £>•••• •» 900 A good blue for ballusters, railing, &c. do.. Do. and darker do ... Do. and darker yet, do ,Do. in varnish at 5s. and 6s. do. and at Blue verditor, do Do. by mixture, 3s. do. and at Indigo blue, common sort, do... . . . Antwerp blue, do Spanish indigo, 14s. do Rock indigo will stand well, 18s. and at Ultramarine blue, do YELLOWS. ” ' ' English ochre, per pound Spruce ochre, do Lump ochre, do Dutch pink, do. . Do. and part masticot, Is. do. and at Oxford stone ochre, do. Straw yellow, do. .... Patent yellow, do Raw terra Sienna, do. . Naples yellow, do Yellow orpiment r do Kings yellow, 7s. do. and at Gambouge, do WHITES. "Whiten, in water, 2d. 6d. a dozen pound, and at Paris white, in water, per pound Do. in oil do Water white, do Second lead for priming, do. Do. white lead, do Best white lead, do. . , . Do. in spirits, do Nottingham lead, do Flake white, do Do. a fine sort do Sugar lead, do BLACKS* 9 Lamb black, per pound , Blue black, is. do. and at Italian black chalk, do Nutt oil, black for limners, do. , , , 90f»00flt*#0ftoe> • • 9 9 • • • * o e> • o * p o o O 0 o o 0 0 o o o o o o o o L. s. D. 0 2 0 O 3 O 4 O 8 O 0 0 0 4 0 0 8 0 O 14 0 0 10 o 1 o o 3 3 0 O O 0 0 O 0 7 8 o 1 1 1 1 1 2 2 3 5 0 8 0 0 8 0 6 6 6 O 6 o o 7 8 0 o q 0 0 2 0 0 6 0 0 6 0 o O 0 oo 9 O 0 10 0 0 11 1 6 1 8 2 6 1 4 1 6 1 10 * » t t 9 » 0 10 o 178 builder’s new price-book. 1 BO 5. BROWNS. Ts. d7 Spanish brown, per pound O O 7 Cologne earth, do O 0 10 Purple brown, lOd. do. and at O 1 *0 Umber, do. 0 1 O Do. burnt, do O 1 8 Vandyke brown , do, O 2 0 Brown pink, 14s. do. and at . . O l6 O Bistar, very fine, do 0 15 O N, B. There is some of ordinary do. at do , 0 6 O ORANGE. Orange colour by mixture, per pound O 1 O Do. red, do O 1 O Orange orpiment. Is. lOd. do. and at O 2 6 GREENS. . Dull dead greens by mixture, per pound O 1 O Do. a brighter green, do O 1 3 Do. a quick dryer, do . , . O 1 6 Light olive green by mixture, do.. O 1 8 Do. darker do 0 2 0 A good olive green by mixture, with Oxford stone ochre, do. 0 2 6 A bottle green by mixture, do,. . O 3 O Light mineral green, 3s. 3s. 6d. do. and at O 4 O Do. in spirits do O 5 O Fowler’s patent green, do O 4 6 Light verdigrise mixed, 3s. do. and at 0 3 6 Grass green, do. . 0 4 O Do. in spirits, do. O 5 O Do. in varnish, 6s. do. and at O 7 O Fine sap green for water colours, 10s. 6d. do. and at. ... O 12 O Fine greens for drawing, dry, and made into cakes, 1 s 6d. do. and at 0 16 O N. B. There are many other tints of green, according to fancy, but will come into some of the above prices. REDS. Red lead, per pound O O 6 Venetian red, do. O O 7 Rose pink, do. . . 0 1 6 Burnt stone ochre, do. 0 1 6 Burnt E nglish do. do. . 0 1 O Indian red, common sort 0 1 6 Terra Sienna burnt, do O 3 0 Mahogany colour, good, do ...... 0 2 ^ Do, better and brighter, 3s, do, and at. . . 0 1/ q painter’s prices. 179 1305. L. S. D. Indian red, best sort, do. 0 7 O English Vermillion, do „ O 7 O Chinese do. do , 0 10 O Common lake, do O 10 6 *Fine drop lake, do 4 O O Fine carmine lake, do 6 8 O Fine carmine, do 50 O O Or at per ounce. 3 3 O N. B. It is chiefly used by ladies. PLUMBER S WORK. Averag c Lead in sheet, for flats, gutters, &c. at per cwt. weight of 112 pounds Do, in flats or gutters, colder, labour, naps, and wall hooks, per do Lead cistern heads to take water from gut- ters, circular, oval, or square cast, with outside ornaments, at per cwt, weight. . Do. with solder, labour, and holdfasts, &c. and fixed up, do Lead water cisterns, ornamented 1 at per cwt. Milled lead in flats, gutters, & c. under 61b. to the foot Do. laying, solder, and labour, and nails to hyps and ridges Cast- lead sash weights, and other such like things, per cwt. weight Casting old lead and laying it on flats or gutters, per cwt. weight Do. solder, & c. included • Do. old lead, and returning the same weight and laying do. do Exchanging old lead for new sheet lead, the same weight L. 1 1 1 1 1 l 1 1 0 0 0 0 e last 20yrs: S. D. 3 6 10 0 12 6 16 O 10 o 9 & 12 O 4 O 4 0 5 0 5 0 4 6 180 S, I- S. D. 1 19 o 2 2 0 2 4 0 2 1 6 6 2 3 0 2 6 0 2 10 O 1 19 O 0 4 6 0 5 6 0 5 6 0 6 6 180 builder’s new price-book. Average last 20 yrs. 1305. N. B. The price of lead is very fluctuating 5 in the summer of 1803 , new lead gutters or flats could not be laid for less than 2l. and at one time 2l. 2s. per hundred, but at the latter end of the year it fell to Xl. 8s. per hundred* but has rose again . The customary price for old lead now is per hundred * , . ................ . 0 1® 6 N.B. Deduct in old lead two pounds per hundred, for dirt. Solder per pound 8fd. to 1790, and after lOd. and per hundred .....4 3 3 Allow for old lead in exchange, per cwt.. .000 N. B. The laying down of lead is generally charged by the day. N. B. Price of sheet lead in 1804 , exclusive of laying down, was ll. l6s. to ll. 18 s. per cwt. Bain water pipes, and lead pump heads, at per hundred. 1 9 6 Do. with solder, labour, and holdfasts and pipes to water casks, ............... ill 9 N. B. Plumbers usually cast their lead for gutters, &c. from 7 to 12 pounds to the foot square 5 I shall therefore insert the following table, which will readily shew the value of a foot square of sheet lead when cast to any of the before-mentioned thicknesses, by which it will be easy to calculate the expence of covering any place with lead any thickness, by mea- suring the superficies only of the places to be covered with lead, at J 8s. and 20s. the hundred weight. L. S « P. i 1 10 O 5 12 O 1 13 0 2 10 0 2 10 0 At 18 s. per hundred, l. s, 7 Pound to the square foot is ........ . O 1 8 Do do. . . o 1 9 Do. do. ... 0 1 10 Do. do 1 11 Do. do, o 1 12 De. do o 1 n. at20s. do. l. s. d. if per foot. 0 13 per sq. ft. 3\ do O 1 do. do O 1 7| do. 7i &) 0 1 9} do. 9 do 0 1 Ilf do. 1 1 do .... . 0 2 1 1 do* plumber’s work. m A TABLE Of the Weight of Leaden Pipes according to their Size* lb. Pipes of | inch bore, weighs 10 to the yard*. Do 1 inch do. 12 do. Do l£ do 1(3 do. Do \\ do 18 do. Do If do 21 do. Do 2 do 24 do. The weight and prices of lead pipe of different sizes, when the lead, casting and labour is at ll. 2s. per hundred weight. To a pipe of 3 inch, bore, 50 lb. weight, worth gs. to 10s. per yard. Do * . 2f do.. ..... 45 do.. ..... do.. . 8s. to 9s. do. Do. 2 \ do.. . do. . 40 do ... do.. . 7s. to 8s. do* Do., 2 do. ..do.. 35 do. n . . . . . do... 6s. to 7 s = do. N. B. It will be to little purpose to urge what common sense allows, that lead pipes are cheaper or dearer in proportion to their dimen- sions and thicknesses, and consequently to the price of lead, and the allowance in weight that is made to every foot or yard in length, as is also the soldering of the joints from a f inch bore to 7 inches at per joint. N. B. By these tables, if lead is ll. is* per hundred weight, add l-6th to the 18 s. for 3s. Do. if lead is ll. 4 s. 6c!. per do. add f to do. 4s. 6d. to do. Do. if lead is ll. 7s. per do. add to do. for 9s. do. By this table, if lead is ll. 2s. ( 3 d. per do. add l-8th to do. to 20s. per hundred weight. Do. if do. is ll. 4 s. per do. add l-5th to do. for do. Do. if do. is ll. 5 s. per do. add f to do. for do. Do. if do. is ll. 10s. per do. add \ to do. fordo, Do. ll. 15 s. per do. add f to do. If 21 . per do. add double, and so on progressively to any price, by adding 1- 10th for 2s. 1 8th for 2 s. 6d. l-6th for 3 s. 4 d. l- 5 th for 4 s. J- 4 th for 5 s. l- 3 d for 6s. Sd. \ for 10 s. and so on. Stop cocks, ball cocks, brass cocks, and bosses, valves, washers, and wasters, are so various in sizes and prices, and difficult in explana- tion, but to the trade, that it is best entirely to omit them. a a BUILDER’S NEW PRICE-BOOK. 183 Average last 20 yrs. 1805. L. s. D. L. S. D. A set of 3 inch washers and wasters, han- dles, cocks, rods, Szc. about 2 19 0 3 3 0 Day-w >rk, the master charges fora plumber 0 3 9 0 5 6 Do for a labourer to do . 0 Solder per pound 0 The soldering of water pipe joints, are from 3s. to ll, 5s. each; according to their bore, per joint. 2 0 6 10i O 0 3 1 6 % A SHORT USEFUL TABLE IN BUYING OR SELLING LEAD. As lead has never been above 2l. 2s. per cwt. and not likely to be so again, I will begin with that price, and decrease to 14s. per cwt. Jj. S. D. D. 2 2 0 per cwt. is. A\ per lb. Iig 8 do. 41 do. 1 17 4 do . 4 do. 1 .15 O do. 3 f do. 112 8 do. 31 do. 1 10 4 do. 31 do. 180 do. .................... 3 do, 15 8 do 2f do. 1 3 4 do. ...... 21 do. 110 do 2| do. 0 18 8 do. 2 do. . O 16 4 do. If do. O 14 O do. 11 do. It is needless to go lower, as old lead is seldom or ever worth less than 14s. per cwt. or .lid. per lb. the then usual price for old lead. N. B. The prices of 18s. and 20s. per hundred weight for sheet lead, is not intended to undervalue the present price, but to divide into parts more equally to accomodate the present prices, as is now- allowed, on account of the vast rise of the prices of labour and materials since the year 1790 ; as well as to show what the price was 20 years ago* glazier’s work and prices. 18.3 GLAZIER’S WORK AND PRICES, AGREED UPON BY THE Master, Wardens, and Court of Assistants, OF The Worshipful Company of Glaziers, London, April 25 , 1805, IN NEW SASHES. Best Newcastle crown, In squares of 3 feet, to 3 feet 6 inches, per foot . . Do. do. of 2 feet 6 inches, and under 3 feet, do Do. do. of 2 feet, and under 2 feet 6 inches, do Do. do. do. and under 2 feet, do. Second do. do. of 3 feet and upwards, do.. .... . ........ Do. do. of 2 feet 6 inches, and under 3 feet, do. .......... . Do. do. of 2 feet, and under 2 feet 6 inches, do. Do. do. do. and under 2 feet, do Third do. and Knots, of 2 feet and upwards, do. . Do. do. do. under 2 feet, do Crown Glass ground, do. 2 feet and upwards. ............. Do. under 2 feet Green Glass, do Old Glass at the risk of the employer, do. STOPPED IN OLD SASHES. Best crown glass, in squares of 2 ft. 6 in. and upwards, per foot 3 O Do. do. do. under 2 feet 6 inches, do 2 6 Crown glass, do. under 2 feet, do. . . 2 2 Ground Glass, do a 4 g Green do. do . \ Q N. B. Bent glass, plate glass, German sheet, and moulded glass, to be specially agreed for, according to the sizes. 5. e>» 2 9 2 4 2 2 2 O 2 4 2 1 l 9 i 3 1 S 1 5 4 O 3 6 1 4 O 0 184 builder’s new price-book. Lead lights, made of crown or green glass. In quarries, per foot. ... D ’ In squares under 8 inches by 6, do .\ \\" 7 t Do. do. do. and upwards, do. . _ Crown or green squares, under 7 by 5, in old lights* each o 4 Do. do. 7 by 5 to 8 by 6 , do. do. . . . . . S ’ * * * ° Z Do. do. above 8 by 6 to 9 by 7, do. do. . *. * o q Do. do. above 9 by 7 to 10$. by 8|, do. do*. *. * '. 1 o Do. do. quarries, do. do* 1 U New leading old lights, per* foot.'.* ° ® Repairing and part leading do. do. . . “ % Repairing do. do ° 0 Cementing skylights, do.'. \ \ [ [ \ \ \ ’ ° % Do. lights, do. . . * * • • 0 6 Casements, pinning in, ’each*. V. V. *.'.*. * * V / V ? * Drdo.^rshrLTvfdo 1181113 ’ b0th sides ’ pcr d0Zen squares - • 1 ° Do. lead lights, per foot run. 0 8 Cleaning windows, (common size) e’ach.’ ! Y . * * ° I charged "extra!^^ containi “S ’ ^ thanVw'eKe’s’quams^ach, m be . N. B. Work done in churches, public buildings, &c. to be valued according to the labour and difficulty in executing the ^me So far the Glaziers’ Company. Ihe following are my own observations. hl ^;, B i ™. e £ Iaziers generally reckon that 50 pounds weight of turned lead is sufficient for ! 00 feet of quarry glass. S and breadth ™ ea3ur . !n g circular or oval windows, take the same length tint out S T X diameters > as if s q ua re windows, because in cut, therein than’ '/ti, e, i e !i ,^ reat waste, and much more time expended therein, than if they had been Square windows. “ smith’s work and prices. 185 SMITH’S WORK AND PRICES. Average last 20 yrs. 1805 , Iron palisadoes, chimney-bars, and other large hammered work, at 32s. to $6s. per hundred of 1 12lbs. or per lb. ........ O Smaller hammered ironwork, do. O Iron doors and shutters. . : • ’ ° Ash-grates, casements, cross- window and saddle bars, do. "’’i’u ^ Pins, hoops, chains, hooks, cramps, hold- fasts, pump- work, bolts, wrought iron doors, with pannels, &c. and window- shutters, do. . . ...... All ornamented iron-work, as balusters to stairs, scrolls, gates, lamp irons, brackets, balconies, & c. from 8d. per pound to. . . . Cast-iron rails, (top bar hammered), sas weights, &c* from 10s. per cwt. to. . . . As to the price of nails, hinges, latches, bolts, and locks (which are almost innu- merable), it would not only be very tedi- ous to g've the particulars, but would also be of little use or satisfaction to the em- ployer or employed, as it is well known to those who have occasion for a cjuantit\ , that they may have a catalogue from the wholesale smiths or ironmongers, where they are sold, together with the very low- est prices thereof in general. s. D. Is . s. 0* 0 5 0 0 0 fii 0 0 8* 0 10 0 0 11 0 61 0 0 9 0 lOi 0 . « 1 0 1 3 0 l 4 1 6 6 0 18 6 186 builder’s new PRICE-BOOK. , SLATER’S WORK AND PRICES. Average last 20 yrs. 1805, Slating with the best large W estmoreland slates on boards, per square Do. on oak or double hr laths, inside pointed, lime and hair, do * Old do. ripped and relaid, do. ......... Do. and made good with new slates, do. . . . Slating with Tavistock slates on boards, do. Do. on oak or double hr laths, and inside nointed, do. do Do ripped and relaid, do.. . Do. and made good with new slates, do. . . . Slatingwith Welch slates, on boards, &c. do. Do. on oak or double hr, and pointed inside, do. Old do. ripped and relaid, do Do. and made good with new slates, do. . Slating on boards with W elch ladies, as they are called, do Do. on do. with the larger Welch rag, (Dutchess’s) do 1 . . * . . . . Denny bole rag slating, on boards, do. . . . Do. on oak or double hr laths and pointed inside, do Patent slating, do. , . . . N. B. All expences of moving, carriage, &c. is paid for extra, about 5s. per square. WesiJi oreland and Welch slates, per ton. . Cutting, squaring, and holing slates, per thousand Do. slates of large scantling, at per hundred. Kipping, slating, and carrying down rub- bish, per square ^ . A slater per day, 5s. 6d. and his labourer, 3s. 3d. . Labour only, per square •N. B. A ton of slate will complete two squares of slating. A duty of 20 per cent was; laid in March last on slates, the price per square therefore soon must be augmented, but it is not yet fixech L. s. D. L. s. D. 3 2 0 3 9 0 3 5 6 3 14 0 0 11 6 0 16 o 1 6 6 1 10 0 2 0 0 2 6 0 2 3 3 2 10 6 0 12 6 0 14 0 0 18 6 1 1 o 1 14 6 1 19 0 1 19 0 2 6 0 0 1 1 3 0 13 6 0 18 0 1 J 0 1 15 6 1 18 0 2 7 0 2 16 0 2 7 0 2 16 o 2 12 6 3 3 0 3 3 0 3 6 0 5 5 0 5 10 0 0 3 6 0 4 6 0 9 6 0 15 0 9 0 3 0 0 3 6 0 6 6 0 8 9 0 8 6 0 8 9 pavior’s work AND PRICES. 187 PAVIOR’S WORK AND PRICES. Average last^Oyrs. L. S. D. Purbeck paving squares, four-inch thick, bedded in screened gravel, and jointed with mortar, per yard ...0 4 6 Do. the squares five inches deep, at per yard 0 5 1^ Do. the squares six inches deep, do 0 5 6 Do. taken up and repaved, gravel, mortar, and labour, do O 0 7\ New Guernsey or Jersey pebble, paving fourteen inches deep, gravel and labour completed, at per do.. ,...0 5 O Do. and the pebbles not to be less than fifteen inches deep, do 0 5 0 Do. and the pebbles not to be less than 16 to 18 inches deep, do O 6 9 N. B. The 14 inches pebbles to weigh 3 cwt. to a yard : the 15 inches 4 cwt. and inches 7 cwt. to 8 cwt. per yard. Smaller pebble paving in pannels, new, at per yard ....0 4 3 New Kentish rag paving, at per do O 2 Do. or pebble paving taken up and repaved, and labour, gravel, do 0 0 7\ Guernsey, or Aberdeen granate paving, with screened gravel, the stone nine inches deep, and the bottom to contain four-fifths of the top superficies, and from three to five inches wide at top, and six incites the channels, per yard O 8 9 Do. and all the stones not less than eight inches deep, do... O 8 0 MASTER PAVIOR’S CHARGE FOR DAY WORK. A pavior per day ,..0 3 Q A labourer per day, 0 2 2 * 1805. mmmi l. s. i>. 0 5 0 0 5 6 O 6 O 0 0 10 O 6 6 0 7 6 0 9 0 O 4 6 029 009 0 10 6 096 0 5 6 0 3 0 188 builder’s new price-book. Average last HQ yrs. 18 ®. L s. D. L. s. D. 0 4 6 0 5 6 l 0 0 1 2 0 0 12 0 0 16 0 0 16 0 1 2 0 paving, much superior to the Aberdeen stone, is sold at No. 1, New Street, Lower East Smithfield, at twenty one shillings per ton. JOURNEYMEN PAVIOR’S WORK AND PRICES, LABOUR ONLY. New Purbeck squares, per yd. 4 inches thick O Do. and find gravel. o New Purbeck squares, per yd* 0 inches thick O Do. old work repaved. o New pebble paving, 14 or 1 6 inches deep, do. O Small pebble paving, do.. O Guernsey or Aberdeen granate street paving, do. . 0 5 O 8 O 0 O Q 0 7 O 8 009 0 0 0 0 0 10 0 0 8 O O 10 O O 9 O O 10 0 0 10 l COPPER COVERINGS TO ROOFS, Flats, and Gutters, every expence of car- riage, labour, and nails included. If the weight of the copper in sheets so intended to be laid, is 12 ounces to the square foot. * . . . 0 1 3 If 14 ounces to the square foot ...O 1 4 If 1 6 ounces to the square foot O i 7 Copper pipes, two-inch-and-a-quarter bore, at pkr foot run O I 2 Da. three-inch do. at do.. o 1 4 Do. three-inch-and-a-balf do. at do,. ..... 0 1 0 Do. four-inch do. at do .0 1 8 Copper in sheets, per pound, avoirdupoise. .0 1 10 Patent tinned copper covering in sheets, do. 0 O 0 N. B. Forty-eight inches by 24 inches, weighs 8 pounds per sheet and upwards. Copper sheets of 1 pound to the square foot, are equal in strength to lead of 10 pound to the foot. 0 2 2 0 2 4 0 2 0 0 14 0 10 O 1 8 O 1 10 O 2 l 0 12 PAPER HANGING. 189 PAPER HANGING. There is as great a variety of prices as there are patterns, conse- quently I am precluded the means of adopting any general system, by whic{i the expence can be ascertained $ yet, as it might appear negligent entirely to omit the article of paper in this work, I have in- troduced it with a few observations. . I<» S * D • Paper of the most inferior quality, per yard. O O 3^ Hanging the above, per piece of 12 yards, including paste f 0 1 6 and labour 0 1 8 Bordering do. per dozen yards, including paste and la- f O O 4 bour 1 0. O 6 Papers of greater value, and India papers, are paid extra for hanging, above the aforesaid prices, according to their expence and difficulty of matching, the patterns, as is the bordering also. 190 builder’s new price-book. THATCHER’S WORK % PRICES. Thatching with straw work, and all mate- rials, per square B . . . O Workmanship only, per square 0 Thatching with reed, per square, finding all materials 1 W orkmanship only, per square O K* B. One square of straw thatching will take two thirds of a load of wheat straw, one bundle of laths, 40 withes, or in- stead of that, one pound of rope yarn, 40 thatching rods, and 200 nails. Price of bolts of reeds each 0 One hundred bolts of reeds 2 B. Fifty bolts of reeds will complete a square of thatching of 100 square feet. last 20 yrs. 1804. S. D. u s. D. 12 6 0 15 0 5 0 0 6 0 3 0 2 0 0 5 0 0 8 0 0 6 0 0 1 10 0 2 12 6 CONTENTS > Page. , Abstract of the Paving Act 2 An Estimate for building a house of the common third- rate *or class of building . 5 An alphabetical list of the surveyors . . *7 Abstract of the building act 9 Aostract of acts of parliament for duties on bricks and tiles 21 New duty on windows 24 Dissertation on limes . . 29 Cements . . .40 Price* of materials, contain- ing the average prices for the last 20 years, and the present prices . .45 Digging foundations . . 47 Bricklayer’s work . . 49 Ovens . . . .55 Drains . - . . 56 Bricknogging - . .58 Foot, ten inch tile, brick and clinker paving . . ib. Pointing . . .59 Rubbed and gauged work, set in putty . . . ib. Do. do. and set in mortar 60 Terras wmrk . . .61 Galley tiles . ; ib. Pantiling . . ib. Plaintiling . . .62 Master bricklayer’s day-work prices . . . 63 Journeymen bricklayer’s task- work prices . . 65 Table of brick -work . 68 Second table of do. . . 69 The use of the tables . , 70 Page. A third table of do. . • 7 ^ A fourth do. of do. . . 74 - A fifth do do. . . • 78 A table of tiling, slating, &c. 79 Prices of timber, deals, &c. 80 Carpenter’s work . Oak and oak plank Fir and do. do. Flooring Roofs • Furrings to roofs and naked floors . . . 85 Battening to wails, partitions, and guttering . . ib. Water trunks and drain co- vering . 86 Boarding for slating and wea- ther boarding . . 87 Centering to vaults • , 88 Boarded flooring . . ib. To proportion chimnies to rooms . . .90 To proportion windows to rooms . . . ib. A table per foot cube for scantling, from 5 l. to 8 l. per load . . . 9^ Nine tables of superficial or flat measure . 95 — 103 Two tables of prices of all scantlings of timber . 104 Select & useful observations 1C)6 Price of deals, deal ends, battens, and batten ends 107 Master joiner’s prices 110 Slit to three inch deal 110 — 113 Dado and wainscoting 114 Doors . 115—129 . 81 . ib. . 82 . 84 ib. CONTENTS, i Gates . Page. 121 Sashes and frames . 122 Sashes only . 124 Inside window shutters . 125 Outside do. 127 Jambs and soffeets . 128 Backs and elbows 129 Stairs, step, riser, and car- riage 130 String boards, newels. and brackets , ib. Deal and mahogany hand- rails to stairs . 132 Columns, &c- . 133 Deal pilasters, cradleing, and cornices ib. Moulding and raodillions 134 Moulded architraves, surba- ses, ckc. . 135 Dentels, frets, and flut- ings . . . 136 Dressers • . ib. Shelves, linings, and backs 137 Stable racks and mangers 138 Park and other pale fencing, ib. Prices of wainscot and ma- hogany . - . 139 Master carpenter and join- er’s day-work prices . 141 Pag* # Prices of deal wainscot, and mahogany sashes . 142 Journeymen carpenter’s task- work prices . . 144 * Sawyer’s prices, and a short table . . . .153 Carver’s prices . 1 ^4 Mason’s work s . 155 Plasterer’s work . .159 Plaster cornices . ; . 161 Do. enrichments . .162 Do. friezes and soffeets . 164 Do. ornaments and flowers 165 Master plasterer’s day-work prices . . .167 Journeymen plasterer’s task- work . .168 A table for plasterer*, paint- ers, and paviors . . 170 Painter’s work . . 171 Prices of painter’s colours 176 Plumber’s work . . .179 Glazier’s work . . 183 Smith’s work . . .185 Slater’s work . . .186 Pavior’s work . .18/ Copper covering . . £88 Paper hanging . . I 89 Thatching . , . 190 FINIS, Printed by j. r„ Dewick - Ahierse-ite-suecv. ! V