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E N G I N E E R S ; J . M. M O N T G O M E R Y * C O . I N C . RESERVOIR NO. 1 Collection & Transmission Facilities ITEM Quan. Ayer. ^ n X t Ape price Cost 2,500,000 gal. Reservoir Excavation Backfill Reinf. concrete Reinf. steel Hardware Steel plates Lumber Roofing Screens Expansion joints Painting Roof gutters Down spouts A* C.I. D.S. outlay 6* V.C to D.S. 4» V.C.P. to D.S. 4** V.C.P. subdrains 6B V.C.P. subdrains 4H C.I.P. B&S to D.S. Cone, headwells, figs. Channel change Gravel fill - slab Excav. outside plant Float switch Elect, wiring Float & indicator Telemeter inatr,, etc. 2JJ* C.I.P. overflow 24" C.I.P. overflow ext. Drain, ditches & dikes c.y. 4312 21.5 1.00 4,312.00 c.y. 3360 21.5 1.00 3,360.00 c.y. 1146 21.5 30.00 34,380.00 lb. 169,300 21.5 0.125 21,162.00 lb. A700 21.5 0.30 1,410.00 lb. 3812 21.5 0,20 762.00 Mbm 128.7 21.5 225.00 28,957.00 SQ 350 21.5 2.10 735.00 s.f. 2300 21.5 0.50 1,150.00 l.f. 2680 21.5 0.80 2,144.00 $ 90CE 21.5 - 900.00 l.f. :660 21.5 0.80 528.00 ea. 12 21.5 10.00 120.00 l.f. 31 21.5 1.25 39.00 1.?. 165 21.5 1.85 305.00 l.f. 630 21.5 1.65 710.00 i.f. 1840 21.5 1.65 3,036.00 l.f. 360 21.5 1.85 666.00 l.f. 31 21.5 1.80 56.00 o«y. 13.4 21.5 40.00 536.00 c.y. 430 21.5 2.50 1,075.00 c.y. 1089 21.5 6.00 6,534.00 c.y. 204 21.5 2.00 408.00 ea. 1 21.5 50.00 50.00 lot 1 21.5 100.00 100.00 ea. il 21.5 75.00 75.00 lot 1 8.5 150.00 150.00 l.f. 53 21.5 15.50 821.00 l.f. 42 6.5 15.50 651.00 c.y. 2770 0.20 554.00 TOTAL RESERVOIR NO. 1 $ 115,684.00 34