D.—No. n

£ s. d. £ s. d. Bridges —continued. Brought forward ......... £ s. d. £ s. d. Culverts: — Brought forward Timber Culverts, at 0-35, 9 c. Bridge over Street— continued. yds. at 20s 9 0 0 ~,.„. 1K ~ , Culvert at 1-28:- As"ar m oo P mg> 15 c' ft at „lX „ Excavation, 35 c.yds. at Is. 6d. 212 0 6s. ... ... ... *« « Rubble Masonry, 155 c. yds. at Cement Plastering, 40 sup. yds. 255. ... ..! ...' ... 193 15 0 at.*. ... 40 0 Brickwork in Arch, 37 c. yds. Tlmbf m Wall-Plates, 12 eft, at 4os 6d 78 12 6 at 4s- 2 8 0 Concrete, 35 c. yds. at'3os. ... 52 10 0 Iron in Bed-Plates, 66 lbs.} Pitching, 32 sq. yds. at Is. ... 112 0 at 6d. ... ... ...f 29 0 Cement Plastering, 96 sq. yds. I~? ™ »°ds alld S Plkes> 32 \ atla 4 16 0 lbs. at 6d ./ Puddle^ 24 c. yds. at 2s. '.'.'. 2 8 0 Carriage and Erection of 3.qR ft n Girders, allow ... ... 6 U U ~ . ■ io l ft ■ 936 14 6 Maintenance, say ... ... ... ... iy 1 o ! Bridge over Railway at 2-21:— £4,000 0 0 Excavation for Foundation and Trough, 30 c. yds. at Is. 6d. 2 5 0 Rubble Masonry in Cement, 22 c. yds. at 325. 6d 35 15 0 Cavbeshaih Conteact, No. 2. Cement Plastering, 7 sup. yds. _ . „ . » „ ■■ at2s 014 0 Fencing:— .-,„„.. £ s. d. £ s. d. Timber in Walll-Pates, 12 c. ft. 1 Ordinary Fencing, 194 chs. at .. 4s 3°S'c " ■ ■■„,»;■'„„", 291 ° ° Timber in Beams and Trough, ~_ _ „ Close Fencing, 2-17 to 2-21, 4 160 c. ft. at 4s. ... ~ f °6 8 ° ch3' atsos 10 00 Timber in Planking, including m ■ t- ofl i f9 fii 19 n n Spikes, 110 c. ft. at 4s. ...J Clearing Lines, 96 chs. at 2s. 6d 12 0 0 Tim V in Parapet, 38 o.'ft. Cuttings:— at 5b ' 9 10 0 3 cuttings, 20,100 c. yds. at Galvanized Iron, 3 sq. at 50s. 7 10 0 ls ,"■ „^' ;•■ 1,0°7 10 ° Ironinßed Plates, 60lbs. at Od.") 1 cutting rock, 11,200 c. yds. Iron in Rods, Bolts, and Spikes, £ 317 6 at 2s. 6d 1,400 0 0 95 lbs at Od ...) 1 cutting, soft material, 2,200 Puddling round Trough, allows c. yds. at ls • Od. 165 0 0 Carriage and erection of Girders, ( „, n n 1 cutting, rock, 1,450 c. yds. allow . C at2s. 6d , -■ 181 5 ° Painting and Tarring, allow .'.'.') 140 19 6 2 cuttings, 3,000 c. yds. at Bridge over Railway at 2-69 :— ls- 6d 2l° ° ° „.„„,, n Excavation for Cills and Refilld '47B ib v ing Trenches, 15 c. yds. at Side cutting: — Is 6d 12 6 Embankments, 41,350 c yds., 3,79115 0 Timber in Cills" and Plates, 651 Soiling slopes of Embankments, fj. a j. a 8,800 superf. yds. at 3d 110 0 0 Timber Uprights andßracFormation, including Side • im„ f t „(-i„ oa Ditches, 96 chs. at 10s 48 0 0 Ti X Beams and Struts',^ 1K ° ° Ditches, 25 chs. at 20s. ... ... ... 25 0 0 165 c ft at 4s Road Alterations :— Timber' Planking including I rom 1-68 to 1-76 Earthwork, g 200 „_ ft _ afc 4s _ _ including formation, 300 c. Timber Parapets and Ballast yds. at Is. 6d. . ... 22 10 0 Beams, 66 c. ft. at ss. ... 16 10 0 Metalling, 130 c. yds. at Bs. ... 52 0 0 Iron in Straps and Bolts, 320 „ , ■ 74 10 ° lbs. at6d 8 0 0 From 2-17 to 2-21 Earthwork, Painting and Tarring 8 0 0 including formation, 130 c. 209 12 6 yds. at ls. 6d. ... ... 9150 _ . „.. . ,_„ „' ... ,- A -, , o oo n n Bridge over Eaikorai at 2-73 : — Metalling, 70 c. yds. at Bs. ... 28 0 0 -m° ~ ,„ -, . . ... ~ rr n =' ' ntj -\r n Excavation, 10 c. yds. at ls. od. 015 0 ,-m ~ . . -m ~ , • Rubble Masonry in Cement, 18 Where directed, Earthwork, in- , ~/., ' „ n c n , ~ j. •• . nn A c. yds. at 325. od. ... .., 29 5 0 eluding formation, 1,000 c. „ J. „, , . n -, yds. at Is. Od 75 0 0 Cement Plastering, 6 sup. yds. Metalling, 200 c. yds. at Bs. ... 80 0 0 m i. -'"w lira t "io «.' 6' J ikk n n Timber m Wall Plates, 12 c. ft. 150 0 0 . ' „ „ „ r ] r ' ' ' •' "" "' "' 2 8 0 eGates ranTwickets complete, 4 Ir°n> in Eed Hates > 63 lbs' afc) pairs, at £15 60 0 0 t tj j" ■" ••• „ ~\\;> 2 7 6 r. r jj. i-i • i o Iron Rods and Spikes, 32 lbs. I Ordinary Crossings complete, A " , x ' pairs, at £17 51 0 0 atbd.... ... ... ...J L ' ... n r. Carriage and Erection ot w , ' Girders 10 0 0 Tunnel: — 41 7 6 Excavation, including Drains,") &c, 902 1. yds. at £18, Brick [ 11,632 0 0 Bridge over Kaikorai at 3-6 :— lining, 22 1. yds. at £18 ... j Excavation, 10 c. yds. at ls. 6d. 015 0 Ashlar Masonry in fronts, 1,420 Rubble Masonry in Cement, 20 c. ft. at 4s 284 0 0 c. yds. at 325. 6d 32 10 0 Cement Plastering, 6 sup. yds. Bridges. at 2s 0 12 0 Bridge over Street: — Timber in Wall Plates, 11 c. ft. Excavation, 115 c. yds. at ls.6d. 8 12 6 at4s 2 4 0 Concrete in Foundation, 30 Iron in Bed Plates, 64 lbs. at~\ c. yds. at 30s. 45 0 0 6d ( 213 0 Rubble Masonry in Cement, Iron Rods and Spikes, 42 lbs. { 300 c. yds. at 325. 6d. ... 487 0 0 at6d J Rubble Masonry in Lime, 250 Carriage and Erection of c. yds. at 30s 375 0 0 Girders ... 10 0 0 . 48 14 0 Carried forward ... ... Carried forward... 2

5

EOR CONSTRUCTION OE RAILWAYS.