D.—No. 22.

Bridges. £ s. d. £ a. d. £ s. d. £ s. d. Brought forward ... ... Brought forward Private Road Bridge. Embankments — continued. Excavation for Cills and Re- Soiling Slopes of Embankments filling Trenches, 6c. yds. at 17,000 sup. yds. at 2d 14113 4 ls. 6d 0 9 0 Timber in Cills and Beams, 9,548 5 0 101 cubic ft. at 4s 20 4 0 Pitching Slopes, 1,320 sup. yds. Timber in Planking, including at 35... ... ... ... ... ... 198 0 0 Spikes, 72 cubic ft. at 4s. ... 14 8 0 Formation, including Side Timber in Parapet and Ballast Ditches, 855 chs. at 9s. ... ... ... 384 15 0 Beams, 17 cubic ft. at 4s. ... 3 8 0 Ditches:— Iron in Straps and Bolts, 36 lbs. Ditches shown on Drawings, 60 at6d. 0 18 0 chs. at 15s 45 0 0 Painting and Tarring, allow ... 5 0 0 Ditches at undefined places, 44 7 0 100 chs. at 14s 70 0 0 Bridge over Kaikorai, at 3-61: — 115 0 0 Excavation, 15 c. yds. atls. 6d. 12 6 Level Crossings : — Concrete in Foundations, 3 c. Gates and Wickets complete, yds. at 35s 5 5 0 4pairsat4oos 80 0 0 Rubble Masonry in Cement, 22 Ordinary Crossings complete, c. yds. at 30s 33 0 0 10 pairs at 200s 100 0 0 Cement Plastering, 6 sup. yds. — 180 0 0 at 3s. " ... 0 18 0 Timber in Wall Plates, Hi c. ■ Roai Alterations. yds. at 4s 250 District Road: — Iron in Bed Plates, 63 lbs. at Earthwork, including formation Is 3 3 0 Cuttings, 900 c. yds. atls 45 0 0 Iron in Rods and Spikes, 41 lbs. at 6d. 10 6 Main South Road: —• Carriage and Erection of Earthwork, including formation Girders, allow 15 0 0 Cuttings, 220 c. yds. at 15.... 11 0 0 —— 61 14 0 Pitching and Metalling, 40 1. Bridge over Kaikorai, at 4-7 :— yds. at 10s 20 0 0 Excavation, 15 c. yds. at ls. 6d. 12 6 310 0 Concrete in Foundations, 3 c. District Roads :— ft. at 355. ... ... ... 550 Earthwork, including formation Rubble Masonry in Cement, 30 Cuttings, 1,200 c. yds. at lOd 50 0 0 c. yds. at 30s. 45 0 0 Where directed — Earthwork, Cement Plastering, 6 sup. yds. including formation, 2,000 c. at 3s. 0 18 0 yds.atlOd 83 6 8 Timber in Wall Plates, 11J c. Metalling, 500 c. yds. at ss. 6d. 137 10 0 ft. at 4s 2 5 0 220 16 8 Iron in Bed Plates, 63 lbs. at ls. 3 3 0 Sridaes Iron in Rods and Spikes, 41 lbs. t> -j t ~ ,-.' , ,„ „„ ,». r 106 Bridge over Lovel s Creek, at 3-27:— Carriage" and ' Erection of Piles, including Hooping, DrivGirders, allow 15 0 0 T' "wl i S - US ° m ii n Timber in Walmgs and Braces, Culverts and Drains:- „V*^^» ."; 20 9 6 I Culvert, including Excava- T™ber m Beams > 120 c- ft' at „, .-. tion, 241. yds. at £11 ... 264 0 0 T 4s \ "• „•" "• ••• 24 0 0 II Culverts, including Excava- Ir™m Plle Shoos > 120 lbs- at „. „ tion, 1701. yds. at £410s ... 765 0 0 t cv"' -oil j"o -t '" 1 Culvert, including Excava- B t' and SpikeS ' «. „ tion, 11 1. yds. at £4 ... 44 0 0 300 lbs. at 5d 65 0 Box Drains, including Excava- Tarring, allow 2 10 0 tions, 501. yds. at 10s. ... 25 0 0 . bJ lz 6 474 10 0 Bridge over Stoney Creek, at 4-13 : — Maintenance for three months, 1 Man ... 30 0 0 Piles, including Hooping, Driving, &c, 144 1. ft. at 2s. ... 14 8 0 £4 865 10 6 Timber in Walings and Braces, ■ 91 c. ft. at 4s. 6d 20 11 9 CLUTHA CONTRACT. Timber in Beams, 120 c. ft. at Tender of McLeod and Co., £12,949 2s. llf<2. T 4s \ "'., ••''■ "• ••• 24 0 0 ■ . J ' ' , * , Iron m Pile Shoes, 120 lbs. at Fencing:— £ b. d. £ s. d. 4( j 2 0 0 Turf Fencing, 930 chs. at 18s. 837 0 0 Iron; ' in " gt "^ B £ t Post, Rail, and Wire Fencing, Spikes, 300 lbs. at sd. ... 65 0 640 chs. at 25s 800 0 0 Tarring, allow 2 10 0 1,637 0 0 go, 24 g Clearing Line, 855 chs. at ss. ... 213 15 0 Cuttings : —■ District Road Bridge over Railway, at 7-75 :— 8,140 c. yds. at Bid 288 5 10 Excavation for Cills and Re--60 c. yds. at lOd 2 10 0 filling Trenches, 18 o. yds. 1,000 c. yds. at 9d 37 10 0 atls 0 18 0 118,050 c. yds. at 7d. ... 3,443 2 6 Timber in Cills and Plates, 681 15,210 c. yds. at 7id. ... 475 6 3 c. ft. at 3s 10 5 6 7,810 c. yds. at 8d 260 6 8 Timber Uprights and Bracing, 23,360 c. yds. at 6d 584 0 0 1521 o. ft. at 4s 30 10 0 6,660 c. yds. at ls. 6d. ... 499 10 0 Timber Beams and Struts, 163 5,590 11 3 eft. at 2s. 6d 20 7 6 Embankments:— Timber Planking, including 44,750 c. yds. at 2d 372 18 4 Spikes, 190 c. ft. at 3s. ... 28 10 0 11,480 c. yds. at 4d 191 6 8 Timber Parapets and Ballast 7,900 c. yds. at 8d 263 6 8 Beams, 76 c. ft. at 3s. ... 11 8 0 9,500 c. yds. at 5d 197 18 4 Iron in Straps and Bolts, 280 51,740 c. yds. at 3d 646 15 0 lbs. at 6d 7 0 0 28,130 c. yds. at 21d. ... 293 0 6 Painting and Tarring, allow ... 3 0 0 1,965 5 5 111 19 0 Carried forward ... ... Carried forward

14

ENGINEERS' ESTIMATES AND CONTRACTS