Approximate quantities. Abstract of proposals for building 100 feet of Chanoine dam; 2 bear-trap dam foundations, each 93 feet long; a Chanoine weir 160 feet long; 3 piers and abutment, Dam No. 3, Ohio River, at Glenosborne, Pa., about 11 miles below Pittsburg, Pa., received in response to advertisement dated March 17, 1905, opened at Pittsburg, Pa., April 17, 1905, by Maj. Wm. L. Sibert, Corps of Engineers. Material. 217,019.90 Mr. Eichel of the Ohio River Contract Co. stated $6 is for paving the bank. If riprap stone bank covering is intended the price should be the same as for crib filling, viz., $3 per cubic yard. Abstract of proposals for building 303 feet of Chanoine dam, 2 bear-trap dam foundations, each 93 feet long; a Chanoine weir, 96 feet long; 3 piers and abutment, Dam No. 5, Ohio River, near Freedom Pa., about 25 miles below Pittsburg, Pa., received in response to advertisement dated March 18, 1905, opened at Pittsburg, Pa., April 18, 1905, by Maj. Wm. L Sibert, Corps of Engineers. Excavation.. Material. (1) The Ohio Approxi- River Contract Co., Evansville, Ind. Amount. Rate. $0.80 $24,000.00 $0.80 $24,000.00 $0.70 14,000.00 60.00 14,400.00 50.00 Oak timber.. .do.... 7,200.00 90.00 6,996.00 65.00 12,000.00 .06 8, 100.00 90.00 8, 100.00 bronze) ..pounds..600,000 .06 36,000.00 Bronze. Concrete. Stone filling (crib) .do... 200 .50 Riprap stone tons.. 7,600 ..do.... 5,000 a 3.00 a 3.00 Common filling. ..cubic yards.. 22,800.00 2.00 3-inch galvanized-iron pipe, linear feet. 2-inch black-iron pipe..linear feet.. Brick paving.. square yards.. 360 Sheet piling. M. feet B. M.. 340 3.00 90.00 125.00 1,080.00 30,600.00 1.00 .50 3.00 90.00 Piling (round or bearing), linear feet. Total.. 296, 321.00 287, 284.00 273, 408.00 •Mr. Eichel, of the Olmo River Contract Co., stated $3 is price per cubic yard. Abstract of proposals for building 98 feet of Chanoine dam, 2 bear-trap dam foundations, each 93 feet long; a Chanoine weir, 160 feet long; 3 piers and abutment, Dam No. 4, Ohio River, near Legionville, Pa., about 18 miles below Pittsburg, Pa., received in response to advertisement dated March 20, 1905, opened at Pittsburg, Pa., April 19, 1905, by Maj. Wm. L. Sibert, Corps of Engineers. Abstract of proposals for dredging the approach to navigable pass at Dam No. 2, Ohio River, received in response to advertisement dated April 10, 1905, opened at Pittsburg, Pa., April 22, 1905, by Maj. Wm. L. Sibert, Corps of Engineers. Abstract of proposals for building a power house at each of Dams Nos. 3, 4, and 5, Ohio River, received in response to advertisement dated April 12, 1905, opened at Pittsburg, Pa., May 12, 1905, by Maj. Wm. L. Sibert, Corps of Engineers. Abstract of bids for building and erecting in place at Lock No. 2, Allegheny River, two pairs of steel lock gates and anchorages, received in response to advertisement dated April 19, 1905, opened at Pittsburg, Pa., May 19, 1905, by Maj. Wm. L. Sibert, Corps of Engineers. Abstract of proposals for building and delivering at new Lock No. 2, Monongahela River, Pa., a steel movable top for Dam No. 2, Monongahela River, received in response to advertisewent dated April 20, 1905, opened at Pittsburg, Pa., May 20, 1905, by Maj. Wm. L. Sibert, Corps of Engineers. Abstract of proposals for building a lock with two chambers, two guide walls, and a guard wall, near Elizabeth, Pa., Monongahela River, received in response to advertisement dated April 27, 1905, opened at Pittsburg, Pa., May 27, 1905, by Maj. Wm. L. Sibert, Corps of Engineers. Style of bar proposed for reinforced concrete: (1) Thatcher, Universal, or Jones & Laughlin twisted are steel bar; (2) Ransome; (3) The Romer; (4) Ransom twisted steel; (5) Rogers, Hall Company Chiversal bar; (6) twisted steel. 241, 300.00 7.75 12,500.00 294,500.00 5.25 .30 7,500.00 9, 180.00 9.00 9,720.00 7.00 307,980.00 371, 720.00 Abstract of proposals for building 98 feet of Chanoine dam, 2 bear-trap dam foundations, each 98 feet long; a Chanoine weir, 160 feet long; 3 piers and abutment, Dam No. 4, Ohio River, near Legionville, Pa., about 18 miles below Pittsburg, Pa., received in response to advertisement dated March 20, 1905, opened at Pittsburg, Pa., April 19, 1905, by Maj. Wm. L. Sibert, Corps of Engineers. Abstract of proposals for dredging the approach to navigable pass at Dam No. 2, Ohio River, received in response to advertisement dated April 10, 1905, opened at Pittsburg, Pa., April 22, 1905, by Maj. Wm. L. Sibert, Corps of Engineers. Abstract of proposals for building a power house at each of Dams Nos. 3, 4, and 5, Ohio River, received in response to advertisement dated April 12, 1905, opened at Pittsburg, Pa., May 12, 1905, by Maj. Wm. L. Sibert, Corps of Engineers. Abstract of bids for building and erecting in place at Lock No. 2, Allegheny River, two pairs of steel lock gates and anchorages, received in response to advertisement dated April 19, 1905, opened at Pittsburg, Pa., May 19, 1905, by Maj. Wm. L. Sibert, Corps of Engineers. Abstract of proposals for building and delivering at new Lock No. 2, Monongahela River, Pa., a steel movable top for Dam No. 2, Monongahela River, received in response to advertisement dated April 20, 1905, opened at Pittsburg, Pa., May 20, 1905, by Maj. Wm. L. Sibert, Corps of Engineers. Abstract of proposals for building a lock with two chambers, two guide walls, and a guard wall, near Elizabeth, Pa., Monongahela River, received in response to advertisement dated April 27, 1905, opened at Pittsburg, Pa., May 27, 1905, by Maj. Wm. L. Sibert, Corps of Engineers. Style of bar proposed for reinforced concrete: (1) Thatcher, Universal, or Jones & Laughlin twisted are steel bar; (2) Ransome; (3) The Romer; (4) Ransom twisted steel; (5) Rogers, Hall Company Laiversal bar; (6) twisted steel. |