Sessional papers of the Dominion of Canada 1901 . A. 1901APPENDIX B.—NORTH SHORE. Remoux and Little Chaudiere. Estimate of cost of Lock and Canal, from station 155 to 252 + 75, head of Remoux tofoot of Little Chaudiere Rapids. Quantity. Rock excavationLock, 19 ft. lift Look gates Lock machinery Culvert sluices Masonry entrance walls Masonry Canadian Pacific Railway bridge Crib for masonry Crib entrances (hitside crib Stone filling Puddle Boarding Cleaning out foundation for cri isDrowned land. Add for engineering and contingencies. C. ydsin ft. .Hid C. yds 28,850 C. yds. 17, 1,000,000
Sessional papers of the Dominion of Canada 1901 . A. 1901APPENDIX B.—NORTH SHORE. Remoux and Little Chaudiere. Estimate of cost of Lock and Canal, from station 155 to 252 + 75, head of Remoux tofoot of Little Chaudiere Rapids. Quantity. Rock excavationLock, 19 ft. lift Look gates Lock machinery Culvert sluices Masonry entrance walls Masonry Canadian Pacific Railway bridge Crib for masonry Crib entrances (hitside crib Stone filling Puddle Boarding Cleaning out foundation for cri isDrowned land. Add for engineering and contingencies. C. ydsin ft. .Hid C. yds 28,850 C. yds. 17, 1,000,000 Ft. acres. 5 00 r, mi 5 001 on3 500 30 0 0020 0020 00 1 00400 00 > p. c. .000,,200,000,,000,250,000,125,,120,000,000,200,815 1,180,000 (Sgd.) HENRY F. CARRE. i 0 TTA WA SI I £•/. SUS VETS. SESSIONAL PAPER No. 20 APPENDIX C.—NORTH SHORE. 239 Route No. 3, Through Eddys Yards, Chaudieke. Estimate of cost of Locks and Canal, from station 288 to station 335, from head tofoot of Chaudiere Rock excavation ii .. in lock pits 1 25-ft. lift lock and wing walls 1 15-ft. ., „ 1 10-ft. ,i ,. Masonry in supply weirs and gates, and 2 waste weirs Masonry in cement walls between Masonry in walls on crib above lock. Stun. tilling; between walls above lock 1 pair lock gates Calvert sluices for 3 locks Lock gate machinery tor 3 locks Masonry and superstructure for bridge at Bridge Street Masonry and superstructure tor Ry. Pumping prism and lock pit Cribwork in guard piiji above ir ., .. below locks 1ry stone masonry >n north side between lock Excavation for tail-race in gully Right of way Add for engineering and contingencies ,8006,900 1 11 Cubic yds. 9,30014,815 3,5554,300 Cubic yds. 7 HO5 000 50 oo 5,000 007,700 000,500 00300 on1,000 00 4 004 004 001 00 15 150,555 131,300150,000110,00099,400 22,00024,885 30,0003,450 :., 13,0003,0003,000 35,000 40. I 10,0
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