».—Ko. 22.

£ s. d. £ s. d. Bridges —continued. Brought forward ... ... ... £ s. d. £ s. d. Bridge over Kaikorai at 3-22 : — Private Road Bridge at 3-47 — Excavation, 15 c. yds. at ls. 6d. 12 6 continued. Concrete in Foundations, 5 c. Timber in Cills and Beams, ~\ yds. at 30s 710 0 . 98c. ft. at 4s f 34 16 0 Rubble Masonry in Cement, 28 Timber planking, including C c. yds. at 325" 6d 45 10 0 Spikes, 76 c. ft. at 4s. ...J Cement Plastering, 7 sup. yds. Timber Parapet and Ballast at2s 014 0 Beams, 17 c. ft. at ss. ... 4 5 0 Timber in Wall Plates, 14 c. ft. Iron in Straps and Bolts, 34 at4s 2 16 0 lbs. at 6d 0 17 0 Iron in Bed Plates, 70 lbs. at Od.} Painting and Tarring ... 5 0 0 Iron in Rods and Spikes, 40 lbs. > 2 15 0 45 8 6 at6d.... ... ... ...J Bridge over Kaikorai at 3-61: — Carriage and Erection of Excavation, 20 c. yds. at 2s. ... 2 0 0 Girders 10 0 0 Concrete in Foundations, 3 c. ' 70 7 6 yds. at 30s. 4 10 0 Culverts and Drains. Rubble Masonry in Cement, 23 m „ , -ITU c. yds. at 325. 6d 37 7 6 Two Culverts, including Exca- Cement Plastering 6 sun yds vations, 571. yds. at £11 ... 627 0 0 Oement 1 lastering, b sup. yds. Ql2 Q Five Culverts including Excava- Timber'inWaU'piatesi'il c. ft. tions 89 1 ydsat£s ... 445 0 0 at4s _ > Two Culverts under road m- Iron Bed pl lb eluding Excavations, 40 Im. . „. I ydsLat£2 .•••.-•" ®? ° ° Iron in Rods and Spikes, 44 ( 214 ° Box Drams, 501, yds, at 55.... 12 10 0 lbs. at 6d. ... ... ...) „, T7-' -i-nj 'inn n n Carriage and Erection of Temporary Fencing and Roads 100 0 0 g^ 10 0 0 Plant and Tools 300 0 0 Maintenance for Six Months 274 14 6 oJ / t> Bridge over Kaikorai at 4-7 : — £24 500 0 0 Excavation, 27 c. yds. at 2s. ... 2 14 0 . Concrete in Foundations, 3 c. yds. at 30s 4 10 0 Rubble Masonry in Cement, 30 Kaikoeai Conteact (No. 3). c. yds. at 325. Od 42 10 0 Cement Plastering, 0 sup. yds. £ s. d. * s- d- at 2s. 012 0 Fencing:— Timber in Wall Plates, 11 c.ft. 370 chs. at 30s 555 0 0 at 4s 2 4 0 Clearing line, 185 schs. at 2s. 6d 23 2 6 I ron in Bed Plates 64 lbs. at "J Cuttings, 24,300 c. yds. at ls. a j- g^ / 6d , 1,822 10 0 Iron in Eods and spites, 44 ( 214 ° Side cutting/4,000 c. yds. at lbs. at 6d. ..) ls- 6d 300 0 0 Carriage and"' Erection of Embankments:— Girders 10 0 0 Soiling Slopes of Embankment, gr- a q. 13,500 sup. yds. at 3d 168 15 0 , , Formation, including side Culverts and Drains :- ditches, 185 chs. at 10s 92 10 0 1 Culvert including ExcavaDitches, 10 chs. at 20s 10 0 0 241. yds. at £11 ... 264 0 0 Level Crossings:- 11 Culverts including ExcavaGates and Wickets complete, ton, 170 Lyfc at f 5 ... 850 0 0 4 pairs at £15 ...... 60 0 0 1 Culvert, 11 1. yds. at £2 ... 22 0 0 Ordinary Crossings complete, Box Drains, including Excava--3 pairs at £17 ... ... 51 0 0 tion, 501. yds. at ss. ... 12 10 0 * HI 0 0 484 10 ° Road Alterations:- Temporary Fencing and Roads 25 0 0 At 4-64 Earthwork, including ?}™\ and r°°ls m ••• • 10^ 9 6 formation, 150 c. yds. at Maintenance for Three Months 50 0 0 Metalling, 36 c' yds. at Bs. ..." 14 8 0 £4,900 0 0 25 13 0 == At 4-65 4 Earthwork, including formation, 500 c. yds. at ls. 6d 37 10 o Metalling, 80 o. yds. at Bs. ... 32 0 0 Clutha Conteact. 69 10 0 Where directed—Earthwork, "AT" •om i «■ *, car, n n including formation, 500 c. Turf Fencing, 930 chs. at £1... 930 0 0 yds. at Is. Od 37 10 0 Post Rail, and Wire I encmg, Metalling, 100 c. yds. at Bs. 40 0 0 640 elis. at £1 10s 96Q ° ° OQn fe ' . . 77 io 0 i'B9o °°' Stream Diversions:- Clearing Line, 855 chs. at 2s. 6d. 106 17 6 Cutting New Channel for Kai- j <- -, aa ~ khk bo korai, 17 chs. at £8 ... 136 0 0 173,630 c. yds. at ls. 4d. ...11,575 6 8 Filling Old Channel, 20 chs. S1 ~P~~,T"" , a . 000 n n atls.6d. ... 110 0 6,660 c. yds. at 4s 1,332 0 0 Rough Stone Pitching, 20 sup. _ , . . ,-„„.„ , 12)J07 6 8 yds.atls.6d. .!. ..' 110 0 Embankments 139,610 cyds^ » , ±a» jq q Allow for subsidence, 13,890 c. yds. Bridges. Soiling Slopes of Embankments, Private Road Bridge at 3-47:— 17,000 sup. yds. at 3d 212 10 O Excavation for Cills and Re- Pitching Slopes, 1,320 sup. yds. filling Trenches, 7c. yds. at at 2s 132 0 0 l s 6d 010 6 Formation, including side , ditches, 855 chs. at 2s. 6d 106 17 6 Carried forward Carried forward

6

ENGINEERS' ESTIMATES AND CONTRACTS