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C~st Iron Pipe & Foundry Prices F.O.B. San Pedro. B. N~coll & Company 20" Elbow bell both ends standard "B" 20" Tee tl~]l both ends standard "B" 14"x~" teo be].] both ends standard "B" 20" sleeve for 20" B~,.S pipe 20" Plug "a" 14" Sleeve for 14" B&S pipe "B" $50.40 ea. 58.85 " 27.50 " 20 . 68 " 8.36 " 12.10 " CO. 26V0' of 14" Class "B" B&S Cast Iron P~pe in 12~ lenghths, to fill the requirements in the standard specifications of the ~.W.W.A. and to fill the require~ents of the specifications accompanying your request for bids ~ 2.765 264~ of 16" Class "? B&S Ditto 2.56 5V6~ of 20" Clas.~ "B" B&S Ditto 3.87 Flanged Cast Iron Fittings as listed in your specif ~ cations ................ a ......... B&S Cast Iron Fittings as listed in your specificat~ ors .......................... Alternate Bid ~Class 100 deLsvaud Centrifugally C~st, cast iron pi}:e B&S in 12' lengths .... 264' of ]8" Ditto .......................... 57~' of 20" Ditto .......................... perft. per ft. per ft. .10 rer lb. · 05 " " 1.91 per ft. 2. 328 " " 3.312" " Cast Iron Bell and Spigot Pipe 564 feet 20" class"B" to ~,,eigh 175~ per ~'oot 264 " 16" " "A" " " 108.3# " " 26?0 " 14" " "~" " " 102.5# " " Price on all items ~2.40 per ton of 2,000 pounds incoming steamer dock Los Angeles Harbor. f.o.b. On motion of Trustee Chapman, seconded by Collier and car- tied, all bids were referred to the Water Superintendent and City Engineer for checking to report back at the next meeting. [n Re Resolution of Award No. 1743 - F~uit Street. This being the time and place ant forth for the opening of bids or proposals for the improvement of a portion of Fruit Street, as b~ief]y described in Resolution of Intention No. 1725, and the Board of Trustees being duly convened in open session, proceeded to open, examine and declare all bids received as follows: Item 1. The ~rading to a subgrade and the laying thereon of a six (6) inch asphaltic concrete pavement, complete with the furnishing of all necessary equipment, labor and mater- ial for the sum of $ per square foot. Item 2. The grading to a subgrade and the laying thereon of a five (5) inch asphaltic concrete ~ vement, complete with the furnishing of all necessary equipment, labor and material for the sum of $ per square foot. Item $. The excavation for an~e construction of cement concrete curbs, complete with the furnishing of all races- sary equipment, labor and materials, for the sum of $. per lin. foot. Item 4. The excavation for and the construction of cement concrete sidewalks having a total thickness of three and one-half (3~) inches, complete with the furnishing of all necessary equipment, labor ,nd materials, for the sum of $ per square foot, Item 5. The excavation for and the construction of cement concrete sidewalks having a total thickness of five (5) inches, complete with the furnishing of all necessary equip- ment, labor and materials, for the sum of $ per sq.ft. Item 6. The trenching, furnishing and laying~six (6) inch diameter main sewer, complete with the furnishing of all necessary equipment, labor and material for the sum of $ per linear foot. Item 7. ~fhe trenching, furnishing and laying of four (4) inch diameter House Connecting Sewers, complete with Ehe furnishing of all necessary equipment, labor and material for the sum of $ ..... per lln. foot. Item 8. The excavation for end the construction of Concrete Sewer ~anholes, complete with~he furnishing of all necessa- ry equipment, labor and material for the sum of $ each. Item 9. The excavation for and the constructlon O-~ncrete Sewer Flushtank, complete with the furnishing of all neces- sary equipment, labor and material for the sum of $ ea. Item 10. The excavation for and the construction of one reinforced concrete culvert, complete w~h the furnishing of all necessary equipment, labor and material for the sum of $ complete.