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Tuesday, June 17th., 1930. <br />imately nine and ninety-five one hundredths (9.95) feet below the average level of said <br />street at the ends of the existing approach grades, as now maintained. Such depresseion <br />at the at the lowest point shall not be lower than elevation forty-eight and thirty- <br />six one -hundredths (48.66) City of South Bend datum. <br />3 - The bridge structure to support the eight railroad tracks shall <br />consist of steel I -beams encased in concrete, supported on concrete abutments at the <br />street lines and on concrete piers at the curb lines,, providing thirty (30) feet <br />between curbs and two 15 foot side spaces, with a minimum vertical roadwa3r clearance <br />of trenlve feet. The angle of crossing is 66' -261-20". <br />• 4. Harris Street shall be closed. to traffic across the tracks and <br />rights of way of the Grand Trunk Western Railroad Company and the New York Central <br />Railroad Company (Illinois Division.) <br />The cost of all wcrk hereby provided for shall be divided and borne <br />35% by the City of South Bend and 65% by the Grand Trunk "estern Raulroad Company and <br />the New York Central Hai lroad Company. <br />Office of Uhief Bngineer,, <br />Grand Trunk "estern Railroad Company. <br />Detroit Michigan, June I2th. $ 1930." <br />GRAND TRUNK WESTERN RA]ILROAD, COITANY <br />ND.'V' YORK CENTRIrL RAILROAD COITI ANY <br />(Nest of Buffalo) <br />II <br />Proposed Grade separation <br />Walnut Otreet <br />South Bend , Indiana. <br />-6stimate of Cost exclusive of Pavement Sidewalks <br />Drainage and Apt' caches, to accompany Specifications <br />dated June Hth.,, 1930. <br />---------------------------------------- <br />Unit <br />Item Quantity Unit Price Cost Total <br />I. Gra ding Stre. et excavati on on r <br />r of W .9500 cu yds 1.50 i4t250. 141250, <br />2, Bridge Work <br />Temporary trestle <br />ry 560 lin ft 40.00 221400 <br />Excavation for footings .950 cu yd 2.50 2,375, <br />• Concrete abutments and wings 1290 cu yd 16.00 20,640. <br />Co nc re to ad s bents- 560 cu. yd 18.00 10.080. <br />Concrete deck 860 cu yd I8.00 15t48O. <br />Reinforcing steel 65 Tons 110.00 7f <br />150. <br />Structural steel 335 Tons 85.00 38 475, <br />Surf ac ing 'c one re t e 11800 sq. ft. .15 1.770. <br />Deck waterprodfing 9200 so. ft. .55 59060. <br />Abutme nt wate r pr oof ing 4800 sq. ft. .08 384. <br />Railing concrete 140 Lin. ft. 5.00 8400 <br />Scrao rail 21 Tons 25.00 525, <br />Drainage 2$500. <br />Work train service 20500, I20J79.1 <br />• 3. Track 'Alork <br />Pick up relay track temporary 560 Lin ft 1.00 560. <br />Pick relay track on bridge 1120 Lin ft 2.00 2f240., <br />Raising track (main) 8350. Lin ft 1.00 89350. <br />aising track (yard 6700 Lin ft .80 51,360. <br />Temporary cross -ovens 4 ea clj 800.00 30200. <br />Ballast Rock 2000 cu yds 2.20 4$400. <br />-ballast - Gravel 1600 cu yd 1.25 29,000. - <br />Raising dimaonds 6 each 100.00 600. 26 7IG. <br />4. T;:iscellaneous <br />•-7e-lephone , Telegraph & Signe. work 500. <br />Remove existing facilities <br />crossing planking, wing walls, etc 400. 900. <br />Sub-tptal 1629039, <br />!agineering 5% 8J02. <br />Contingencies 15% 240306* <br />Total estimated cost 1949447. <br />The estimated division of cost between the City of South Bend and <br />the Railroad companies Is as follows:. <br />City of South Bend 35% 9056. <br />Railrcad. Portion 65 11;'o 126 391-, <br />Total 194,447. <br />Office of Uhief Engineer, <br />Grand Trunk Western Railroad Co, <br />Detroit, Mich. June 12th., 1930. <br />