1,--14

98

EXHIBIT I. [Newspapers handed in by Mr. T. J. Malloy.j

EXHIBIT J. New Zealand. —Public Works. ARTHUR'S PASS TUNNEL CONTRACT. Schedule. (Completion in Sixty Months.)

[P.W.D. 21898.

juantity. Item. Description of Work. Price. Amount. Genekal Schedule. 11,276 04,252 188,104 C. yd. Earthwork— Excavation —Cuttings to banks Borrow-pits to banks Tunnel debris to banks and Bealey Station ground filling Tunnel debris to spoil s. d. 2 6 1 9 0 6 £ s. d. 1,409 10 0 9,122 1 0 7,202 12 0 Nil J) 187,691 413 2,135 2,541 19,809 23,286 1,109 1,159 1,264 1,637 413 308 3,000 3,200 1,700 1,300 2,200 900 240 35 33 3 i )) 33 33 33 33 TunnelExcavation to inner surface of lining, Section A, and including drain and foundations Excavation of manholes Brickwork, lining side walls, Section A, 14 in. thick, quantity in 800 lineal yards specified Brickwork, lining arch, Section A, 14 in. thick, quantity in 800 lineal yards specified Concrete, lining in side walls, Section A, 12 in. thick, quantity in 8,554 lineal yards of tunnel Concrete, arch blocks, Section A, 12 in. thick, quantity in 8,554 lineal yards of tunnel . Concrete, in drain, sides and bottom, Section A, 12 in. by 12 in. Concrete, in drain, sides and bottom, Section A, 14 in. by 14 in. Concrete, in drain, sides and bottom, Section A, 16 in. by 16 in. Concrete, in drain, sides and bottom, Section A, 18 in. by 18 in. Concrete, in drain, cover slabs „ in manholes, Section A .. Extra excavation, Section A .. ... ,, Section B Extra lining, side walls, Section A ,, arch blocks, Section A ,, lining, side walls and invert, Section B ,, ,, arch blocks, Section B Rubble masonry in tunnel-fronts and retaining-walls Dressed stone in quoins, string-courses, and copings.. Culverts — Concrete in culverts and drains 6 in. glazed stoneware pipes in cross-drains in tunnel.. 12 in. glazed stoneware pipes Pipe-ends 12 in. timber box drains Protective works— Rock facing, bank, 6-ton to 8-ton stones, 51 m. 70 ch. to 52 m. 20 ch. Rock facing, 5-ton stones, Bealey Station yard and 12 0 15 0 55 0 60 0 37 6 55 0 40 0 40 0 40 0 40 0 60 0 40 0 14 0 20 0 35 0 52 6 50 0 55 0 40 0 90 0 172,614 12 0 309 15 0 5,871 . 5 0 7,623 0 0 37,141 17 6 64,036 10 0 2,218 0 0 2,318 0 0 2,528 0 0 3,274 0 0 1,239 0 0 616 0 0 2,100 0 0 3,200 0 0 2,975 0 0 3,412 10 0 5,500 0 0 2,475 0 0 480 0 0 157 10 0 33 33 33 33 33 J3 33 33 849 1,000 600 24 60 C. yd. Lin. ft. 33 Each Lin. ft. 40 0 2 0 5 0 80 0 2 0 1,698 0 0 100 0 0 150 0 0 96 0 0 6 0 0 6,000 C. yd. 8 0 2,400 0 0 636 ,, 16 0 190 16 0 5,989 308 groyne Rock facing, 3-ton stones, Bealey Station yard ,, 1-ton stones for groyne 4 0 2 6 1,197 16 0 38 10 0 y>