D,—Ho. 22

£ s. d. £ s. d. £ s. d. £ s. d. Brought forward ... Brought forward Road Diversions :— Permanent Way in New Zealand : — Earthwork, including formation Ballast, 1,467 c. yds. at 3s. 3d. 238 7 9 5,000 c. yds. at Is. 3d. ... 312 10 0 Sleepers,including adzing,2,oso Metalling, 1,250 c. yds. at Bs. 500 0 0 c. yds. at 3s 307 10 0 Crossings, with Cattle Stops, Laying Sleepers, 1,760 1. yds. 1 cl., 4at £87 5s 349 0 0 at 2s. 176 0 0 Crossings, with Cattle Stops, Haulage of Materials, 132 tons 2 cl., 25 £53 7s. 6d. ... 1,334 7 6 at 10s 66 0 0 Iron Gates, 100, at £5 10s. ... 550 0 0 Waste and Loss 20 0 0 3,045 17 6 Length: Total for 1 mile ... 807 17 9 Contingencies 380 2 6 34 miles 55 chs. at £807 17s. . — 3,426 0 0 9d 28,023 11 11 Tunnel : Contingencies ... ... ... 3,503 8 1 484 yds. long, complete, at £36 31,527 0 0 net ... 19,424 0 0 Sidings:— Bridges : Earthwork,not to exceed 10,000 Excavation in Foundation, 500 c. yds. at Is. 6d 750 0 0 c. yds. at Is. 6d. ... ... 37 10 0 Permanent Way in New ZeaSinkiug Columns, 428 tons at land, 2 miles at £807175. 9d. 1,615 15 6 £5 2,140 0 0 Concrete in Sinking Columns, 2,365 15 6 770 c. yds. at 30s 1,155 0 0 Contingencies 295 4 6 Rubble, Masonry in Sinking 2,661 0 0 Columns, 1,030 c. yds at 30s. 1,545 0 0 Ashlar, 36 c. ft. at 2s 3 12 0 105,405 0 0 Brickwork, 6c. yds. at 50s. ... 15 0 0 Contractor's Profits 10,540 0 0 Cast Iron in Cylinders, 428 tons at £11 4,708 0 0 115,945 0 0 Bolts for Cylinders, 111 cwt. at Management 8,000 0 0 25s 138 15 0 Tunnel 17,424 0 0 Timber in piles, 2,1901. ft. at 4s. 438 0 0 Timber in Piers, B.M. 1, 1,749 £141,369 0 0 at 35s 3,235 15 0 __ Cast Iron in Blocks, 350 c. ft. « Platoon Girders, 1,141 c. ft. ™ '° OTAGO SOUTHERN TRUNK. at 18s 1,026 18 0 Dukgdin Conteact. Malleable Iron in Straps and Fencing:— £ s. d. £ s. d. Bolts, 57,220 lbs. at 6d. ... 1,430 10 0 On Reclaimed Ground, 39 chs. at 255. 48 15 0 16,066 10 0 Ordinary, 227 chs. at 225. 6d. 255 7 6 Contingencies 2,008 10 0 . 304 2 6 18,075 0 0 Clearing Line, 133 chs. at 2s. (id 16 12 6 Culverts and Drains : — Cuttings, 40,650 c. yds. at Is. Excavation, 2,090 c. yds. at 3d 2,540 12 6 Is. 6d 156 15 0 Side Cuttings, 1,350 c. yds. at Rubble in Cement, 882 c. yds. Is. 3d 84 7 6 at 30s 1,323 0 0 2,025 0 0 Rubble in Mortar, 1,030 c. yds. Embankments : — at 25s 1,287 10 0 Formation, 133 chs. at 5s 33 5 0 Concrete in Cement, 85 c. yds. Pitching Slopes complete, 900 at 30s 127 10 0 s . yds. at 9d. 33 15 0 Brickwork, 54 c. yds. at 40s. ... 108 0 0 Level crossing Gates and Puddle, 280 c. yds. at ss. ... 70 0 0 Wickets, 2 pairs at £20 40 0 0 Pitching 9" thick, 545 c. yds. „ ~ at 4s. ... 109 0 0 Bridges. Plastering, 310 s. yds. at 2s. ... 31 0 0 Bridge over Main South Road : — Timber in Large Culverts, Excavation,Bs c. yds. at 2s. ... 810 0 31,800 1. ft. at 30s 477 0 0 Concrete in Foundations, 25 c. Box Drains, in Timbers, 300 yds. at 30s 37 10 0 1. yds. at 10s. 150 0 0 Rubble Masonry, 310 c. yds. at Tile Drains, 12", 300 1. yds. at 25s 387 10 0 10s 150 0 0 Ashlar in Blocks, 24 c. ft. at 45.) ~. ... . Tile Drains, 9", 300 1. yds. at Aslar in Coping, 23 c. ft. at 4s. j J-' J-0 " 7s. ... ... ... ... 105 0 0 Cement Plastering,3s sup.'yds. Tile Drains, 6", 300 1. yds. at at Is. 1 15 0 4s. ... ... ... ... 60 0 0 Carriage and Erection of GirPunning, not to exceed 10,000 ders, allow ... ... ... 10 0 9 c. yds. at Is. 500 0 0 463 1 0 Bridges over Railway : — 4,654 15 0 Excavation for Gills and RefillContingencies ... ... ... 581 5 0 ing Trenches, 12 c. yds. at 2s. 14 0 5,236 0 0 Timber in Oills and Plates, 64 0.7 Fencing: — ft. at 3s. 6d. ... Repairing present Fencing, 500 Timber Upright and Bracing, chs 50 0 0 120 c. ft. at 3s. 6d I . * Sod Fencing, 500 chs. at 17s. 6d. 437 10 0 Timber Beams and Struts, 123 [ b 7 b Posts and Rails (mound and c. ft. at 3s. 6d. wire fence), 2,520 chains at Timber Planking, including 30s 3,780 0 0 Spikes, 178 c. ft. at 3s. 6d.... J Posts and Wire (mound and Timber Parapets and Ballast wire fence), 560 chs. at 30s. 840 0 0 Beams, 70 c. ft. at 4s. 6d. ... 20 15 0 Iron in Straps and Bolts, 200 lbs. 5,107 10 0 at 6d. 5 0 0 Contingencies ... 638 10 0 Painting and Tarring,allow ... 8 0 0 5,746 0 0 119 16 6 Carried forward ... ... Carried forward

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ENGINEERS' ESTIMATES AND CONTRACTS