1S43.] 



THE CIVIL ENGINEER AND ARCHITECT'S JOURNAL. 



No. 3". — Iron for bolts, spikes, nails, &.C. 



No. 38. — Lbad used for lending, including charcoal, la- 

 bour, &c, jier kilogramme 



No. 39. — Solder per kilogramme 



No. -10. — Hydraulic lime per c. /«. 



Quick lime at the works, per c. m. . . 50- 



Slacking, whatever be the method employed . . 1-60 



Price for 1-33 m. of slacked lime .. .. 51-60 



Or for one cubic metre 

 Mo. 41. — A cubic metre of mortar between transverse 

 sections 1 and 230. 



1 m. of sand at 3-52 (see No. 13.) .. .. 3 - 52 



0-35 of slacked hydraulic lime, at 38-80 (see -10.) 13-58 



Labour including tools, profit, &c. . . . . 2.00 



No. 42. — Mortar between transverse sections 230 & 330. 



1 w. of sand at 5-59 (see No. 14.) .. .. 5-59 



0-35 of slacked hydraulic lime (see No. 10.) . . 13-58 



Mixing, &c. . • • • • • 2- 



Per cubic metre 

 No. 43. — Mortar between transverse section 330 & 581. 



1 m. of sand at 4-54 (No. 15.) . . . . 4-54 



0-35 of slacked lime .. .. .. 13-58 



Mixing and profits . . . . . . 2-00 



Per cubic metre 



No. 44. — Be/on to be used between transverse section 

 No. 1 and 230, per c. m. 



0-80 m. of broken stone, at 4-52 (No. 10.) . . 3'62 



0-50 of mortar, at 19-10 (No. 40.) . . . . 9-55 



Mixing, carriage, ramming, &c. . . . . 3-50 



Per cubic metre 



If it be found necessary to use beton between trans- 

 verse sections 230 and 581, the above will be the price 

 allowed, making the price of the mortar alone vary ac- 

 cording to the place. 



No. 45. — " Sand l/e/on " between transverse section No. 

 1 and 230. 



1 m. of saud at 3-52 (No. 13.) . . . . 3'52 



0-15 of hydraulic lime at 38-80 (No. 40.) .. 5-82 



Mixing, carriage, ramming, &c. . . . . 3- 



Per cubic metre 



This will be the price allowed on the whole length of 

 the contract, changing only the price of the sand accord- 

 ing to the place where the beton is wanting. 



Stone per cubic metre. 



No. 46. — Ashler for the two viaducts over No. 7 and 

 No. 8, and the bridge No. 12 over the Breche. 

 Stone at the quarry of St. Maximin, including the use 

 of tools, and profit of contractor . . . . 33- 



Loading and carriage, average distance 21 kilometres 22- 



No. 17. — Viaducts 27 and 28. 



Stone at the quarry of St. Maximin . . 33- 



Loading and carriage, average distance 37 kilometres 35- 



No. 48. — To be used between transverse section No. 1 

 and 330 



Stone (Vergellc) at the quarry at Mello . . 10- 



Loading and carriage, average distance 24 kilometres 24- 



No. 49. — To be used between 1 and 330. 



Stone at the quarry La Gache . . . . 30' 



Loading and carriage, average distance 10 kilometre;. 14- 



No. 50. — Between 1 and 330 (Vergele.) 



Stone at the quarry La Gache . . .. 12- 



Loading and carriage, as in preceding . . 14- 



No. 51.— Same between 330 and 490. 



Stone at the quarry, as last . . . . 12" 



Carriage, &c, average distance 25 kilometres . . 25- 



No. 52. — Between transverse sections 330 and 490. 



Stone at tlie quarry Blancfosse .. .. 30- 



Loading and carriage, average distance 12 kilometres 17' 



No. 53. — Between transverse section 190 and 581. 



Stone at the quarry Faloisc .. .. 30- 



1-20 

 0-55 



15- 



30- 

 17- 



Loading and carriage, average distance 10 kit mi 



No. 54. — Between transverse section 330 and 490. 

 Large hard stone for foundations, at the quarry 

 Blancfosse 

 Loading and carriage, as in No. 52 



No. 55. — Between transverse section 330 and 490. 

 Stone for foundations at the quarry Cannes 

 Loading and carriage, average distance 14 kilometres 



No. 56. — Between transverse section 1 and 80. 



Hard rubble stone, at the quarry Bethenconstel . . 

 Loading and carriage, average distance of 3500 m. &c. 



No. 57. — Between transverse section 80 and 330. 

 Hard rubble stone, at the quarry Agnetz 

 Loading and carriage, average distance of 8 kilometres, 



No. 58 — Between transverse sections 330 and 190. 

 Hard rubble stone, at the quarries Blancfosse 

 Carriage, average distance 12 kilometres, &c. 



No. 59. — Between transverse sections 490 and 581. 

 Hard rubble stone, at the quarries I'aloise 

 Carriage, average distance 10 kilometres, &c. 



No. 60. — Hard rubble stone, from between transverse 

 section 245 and 390. 



Hard rubble stone, at the quarries St. Just .. 200 



Carriage, average distance 4 kilometres, &c. . . 4 - 50 



No. 61. — Between transverse sections 490 and 581. 

 Hard rubble stone, at the quarries Bimont 

 Carriage, average distance 10 kilometres 



239 



fr. C 



4a- 



2- 



8-80 



2-50 

 7-50 



2-00 

 7-08 



Masonry. 



The price of stoue for ashler in the following items, 

 No. 62 to 69 is calculated from the prices No. 46 to 51, 



with -16 or near £ added for waste. 

 No. 62. — For the viaducts No. 7 and 8, and the bridge. 



1-16 of stone, St. Maximin, at 55 fr. (No. 46) 



0-11 of mortar, at 19-10 fr. (No. 41) . . 



Labour, including use of tools and profits 



No. 63.— The viaducts No. 27 and 28. 



1-16 of stone, St. Maximin, at 68 fr. (No. 4 7.) 

 0-11 of mortar, at 21-17 fr. (No. 42) .. 

 Labour, &c, as No. 62 



No. 64. — Between transverse section No. 1 and 330. 

 1-16 of stoue (Vergele) Mello, at 34 fr. (No. 48) . . 

 0-11 of mortar, at 201 1 (No. 41 and 42) 

 Labour, &c. as No. 62 



No. 63. — Between transverse sections 1 and 330. 

 1-16 of stone (roche) La Gache, at 44 fr. (No. 49). . 

 Mortar and labour as No. 61 



No. 66. — Between transverse section 1 and 330. 

 1-16 of stoue, La Gache, at 26 fr. (No. 50) 

 Mortar and labour as 64 



No. 67. — Between transverse section 330 and 490. 

 116 of stone, Blancfosse, at 47 fr. (No. 52) 

 011 of mortar, at 20-12 (No. 43) 

 Labour, &c. as 62 



No. 68.— Between transverse section 490 and 581. 

 1-16 of stone, Faloise, at 45 fr. (No. 53) 

 Mortar and labour as 67 (No. 43) 



No. 69. — Between transverse section 330 and 490. 



1-16 of stone (Vergele) from La Gache, at 37 fr. (No. 51) 42-92 

 Mortar and labour as 67 • • • • 11"71 



Masonry, with the beds and joints worked fair, per cubic metre. 



No. 70. — Between transverse section 1 and 330. 



Stone, (La Gaelic,) &c. (No. 65) .. .. C2/6 



Additional dressing all the beds and joints 15- 



63-80 

 210 

 9-50 



2-33 

 9-50 



39-44 

 2-22 

 9-50 



51-04 

 11-72 



30-16 

 11-72 



54-52 

 2-21 

 9-50 



52-20 

 11-71 



