City Council Agenda and Packet 1979 06 05

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. • Mr. Josh Richardson City of Louisville Page 3 4. At the intersection of Rex and Front Streets we had to repair existing curb stops, fill existing Water Line trenches. fill Public Service Trenches (Gas Main Trenches) and water service trenches with Class 6 base material and Asphalt Patching Gr. 'E' . as follows: a. Gas Line Trenches, 2 each, total area equals (6'x16') * (5'x16') • 176 s.f. a-1. Class 6, A. B., Item 17: (176 s.f. x 6")= 5.9 tons x $45.00 - - - - $ 266.00 a-2. H.B.P. Patching - Gr. 'E' , Item 18: (176 s.f. x 3" thick) - 3.3 tons x $66.00 $ 218.00 Part 4a Total * $ 484.00 b. Corporation Stop on Main Trenches, 1 each area B (6'x3' ) • 18 s.f. or 2 s.y. b-1. Asphalt Removal Item 4: 2 s.y. x $10.00 $ 20.00 b-2. Class 6, A. B. , Item 17: (18 s.f. x 6" thick) 0.6 tons x 545.00 - -S 27.00 D-3. H.B.P. Patching - Gr. 'E' Item 18: (18' s.f. x 3" thick) . 0.34 ton x $66.00 - $ 22.00 Pert 4b Total c. Water Service, refer to C. 0. / 1, Part Ill. Trench base and replacement costs as follows: c-1. Asphalt Removal, Item 4: (5'x30' ) = 17 s.y. x $5.00 S 85.00 c-2. Class 6, A. B. , Item 17: (5'x 301x6" thick) 5.0 ton x $45.00 - - - - $ 225.00 c-3. H.B.P. Patching - Gr. 'E' , Item 18: (5'x30'x3" thick) . 2.8 ton x $66.00 - - - S 185.00 Part 4c Total = S_495.00 d. Existing Water Line trenches by "other" pipe line contractors, 1 each running north to south, 50' long x 3' wide. d-1 . Class 6, A. B. , Item 17: (50'x3'x6" thick) 5.0 ton x $45.00 - - - $ 225.00 d-2. H.B.P. Patching Gr. 'E' , Item 18: (50'x3'x3" thicl.) - 2.8 tons x $66.00 - - - $ 1P5.00 Part 4d Total .. 5410.00 5. At the intersection of Rex ?nd Main Streets we had to fill existing water mai.z and Public Service Gas Line trenches with Class 6 base material and Asphalt Pa:chin' Gr. 'E' as follows: