D.—No. 22

Bridges. £ a. d. £ s. d. Bridges —continued. Brought forward ...... £ s. d. £ s. d Bridge over Street: — Brought forward Excavation, 110 c. yds. at ls. Bridge over Kaikorai — continued: — 4d. ... ... ... ... 7 6 8 Cement Plastering, 6c. yds. at Concrete in Foundation, 30 Jc. 3s. 0 18 0 yds. at 40s. 60 13 4 Timber in Wall Plates, Hi c. Rubble Masonary in Cement, ft. at 4s 2 5 0 167 c. yds. at 30s. ... 250 10 0 Iron in Bed Plates, 63 lbs. at Rubble Masonry in Lime, 250 ls 3 3 0 c. yds. at 27s 337 10 0 Iron Rods and Spikes, 41 lbs. Ashlar Coping, 24 c. ft. at ss. 6 0 0 at 6d 10 6 Cement Plastering, 42 sup. Carriage and Erection of yds. at 3s 6 6 6 Girders, allow 15 0 0 Timber in Wall Plates, 12 eft. 53 13 6 at 4s. ... ... ... 2 8 0 Bridge over Kaikorai at 3-22:— Iron in Bed Plates, 61 lbs. at Excavation, 10 c. yds. at Is. 4d. 0 13 4 Is. ... ... ... ... 3 10 Concrete in Foundations, 4|: Iron in Rods and Spikes,24 lbs. c. yds. at 40s. 810 0 at 6d. 0 12 0 Rubble Masonry in Cement, Carriage and Erection of 281 c. yds. at 30s 42 15 0 Girders, allow ... ... 15 0 0 Cement Plastering, 7 sup. yds. 689 7 0 at 3s 110 Bridge over Railway, at 2-21: —• Timber in Wall Plates, 13 c. Excavation for Foundation ft. at 4s. ... ... ... 2 12 0 and Trough, 40 c. yds. at ls. Iron in Bed Plates, 75 £ lbs. at 4d. 2 13 4 ls 3 15 6 Rubble Masonry in Cement, Iron in Rods and Spikes, 40 22 c. yds. at 30s 33 0 0 lbs. at 6d 10 0 Cement Plastering, 6 sup. yds. Carriage and Erection of Girat3s 0 18 0 ders, allow 15 0 0 Timber in Wall Plates, 12 c. 75 6 10 ft. at 4s. ... ... ... 280 Culverts and Drains: — Timber in Beams and Trough, 2 Culverts, including Excava--1541 c. ft. at 4s 30 18 0 tions, 571. yds. at £11 ... 627 0 0 Timber in Planking, including 5 Culverts, including ExcavaSpikes, 921 c. ft. at 4s. ... 18 10 0 tion, 891. yds. at £410s. ... 400 10 0 Timber in Parapet, 34 c. ft. at 2 Culverts under Road, includ4s. ... ... ... ... 616 0 ing Excavation, 401. yds. at Galvanized Iron, 2 70-100 £4 160 0 0 sqrs. at £10 ... ... 10 10 0 Box Drains, including Excava - Iron in Bed Plates, 50 lbs. at tion, 501. yds. at 10s. ... 25 0 0 ls 2 10 0 1,212 10 0 Iron in Rods, Bolts and Spikes, Maintenance for six months, 1 Man ... ... 60 0 0 90 lbs. at 6d 2 5 0 Puddling Round Trough, 16,152 1 5 allow 4 0 0 5= . Carriage and Erection of KAIKORAI CONTRACT. (No. 3.) Painting and Tarring,' 'allow 10 0 0 Tender of A. J. Smith, £4,,865 10s. 6d. 138 18 4 £ s. d. £ s. d. Bridge over Railway, at 2-69 :— Fencing, 370 ehs. at 35s 647 10 0 Excavation for Cills and Re- Clearing Line, 71 chs. at 20s 71 0 0 filling Trenches, 15 c. yds. Cuttings, 22,708 c. yds. at ls.4d 1,513 17 4 at Is. 4d 10 0 Side Cuttings, 8,000 c. yds. at Timber in Cills and Plates, 53 Is. 4d 533 6 8 c. ft. at 4s. 10 12 0 Embankments, 29,936 c. yds. Timber Uprights and Bracing, Soiling Slopes of Embankment 100 0 0 1521 c. ft. at 4s 34 10 0 Formation, including Side Timber Beams and Struts, 171 ' Ditches, 185 chs. at 20s 185 0 eft. at 4s. 34 4 0 Ditches (25 c. yds. per chain), Timber Planking, including 10 chs. at 25s 12 10 0 Spikes, 198 c. ft. at 4s. ... 39 12 0 Level Crossings :— Timber Parapets and Ballast Gates and Wickets complete, Beams, 66 c. ft. at 4s. ... 13 4 0 4 pairs at £20 80 0 0 Iron in Straps and Bolts, 348 Ordinary Crossings complete, lbs.at6d 8 14 0 3 pairs at £30 90 0 0 Painting and Tarring, allow 10 0 0 170 0 0 147 16 0 Road Alterations: — Bridge over Kaikorai, at 2-73 : — At 4-64, Earthwork, including Excavation, 6c. yds. at ls. 4d. 0 8 0 formation, 73 c. yds. at ls. 6d. 5 9 6 Rubble Masonry in Cement, Metalling, 37 c. yds. at Bs. ... 14 16 0 19 c. yds. at 30s 28 10 0 20 5 6 Cement Plastering, 6 sup. yds. At 4-651, Earthwork, including at 3s. 0 18 0 formation, 504 c. yds. at ls.6d. 37 16 0 Timber in Wall Plates, 12 c. Metalling, 80 c. yds. at Bs. ... 32 0 0 ft. at 4s 2 8 0 69 16 0 Iron in Bed Plates, 63 lbs. at Where directed — Earthwork, Is. ... ... ... ... 3 3 0 including formation, 500 Iron Rods and Spikes, 31 lbs. c. yds. at Is. 6d 37 10 0 at 6d. 015 6 Metalling, 100 c. yds. at Bs. ... 40 0 0 Carriage and Erection of 77 10 0 Girders, allow 15 0 0 Stream Diversions:— 51 2 6 Cutting New Cnannel for Bridge over Kaikorai, at 3-6: — Kaikorai, 17 chs. at £6 ... 102 0 0 Excavation, 9. c. yds. at ls. 4d. 0 12 0 Filling Old Channel 50 0 0 Rubble Masonry in Cement, Rough Stone Pitching, 20 201 c. yds. at 30s 30 15 0 sup. yds. at 5s 5 0 0 157 0 0 Carried forward ... ... Carried forward 4>

13

EOR CONSTRUCTION OE RAILWAYS.