Laserfiche WebLink
TABLE 8 <br />JULESSURG RESERVOIR DAM - RESERVOIR ENLARGEMENT STUDY <br />FEASIBILITY CONSTRUCTION COST ESTIMATE <br />ALTERNATIME C2 - NEW DAMS 2 AND 5; UPGRADE DAMS 1, <br />1A, 3, 4 DIKE, <br />4 OUTLET WORKS <br />MODIFIED HOMOGENEOUS EARTHFILL DAMS - <br />TOP OF DAM ELEV. 3721.5 <br />- <br />NORMAL WATER LEVEL 3713.5, GAGE HrIGHT 30.5 <br />DAM NO. 1 <br />_ <br />DAM NO. 1A <br />_ <br />DAM NO. 2R <br />DAM NO. 3 <br />DAM NO. 4 DIKE <br />DAM NO. 4 <br />& OUTLET WORKS <br />DAM NO. 5 & SPILLWAY <br />INLET CANAL & ROADS <br />Unit <br />Unit <br />Unit <br />Unit <br />Unit <br />Unit <br />Unit <br />Unit <br />TOTAL <br />Item <br />Quantity <br />Price <br />Amount <br />Quantity <br />Price <br />Amount <br />Quantity <br />Price <br />Amount <br />Quantity <br />Price <br />Amount <br />Quantity <br />Price <br />Amount <br />Quantity <br />Price <br />Amount <br />Quantity <br />Price <br />Amount <br />Quantity <br />Price <br />Amount <br />COST <br />1 Mobilization and Demobilization <br />1 Is <br />$20,000.00 <br />$20,000 <br />0 Is <br />$0.00 <br />$0 <br />1 Is <br />$80,000.00 <br />$80,000 <br />1 Is <br />$80,000.00 <br />$80,000 <br />1 Is <br />$30,000.00 <br />$30,000 <br />0 Is <br />$50,000.00 <br />$0 <br />1 Is <br />$30,000.00 <br />$30,000 <br />1 Is <br />$50,000.00 <br />$50,000 <br />$290,000 <br />2 DewatedngOperations <br />1 Is <br />$20,000.00 <br />$20,000 <br />1 Is <br />$5,000.00 <br />$5,000 <br />1 Is <br />$20,000.00 <br />$20,000 <br />1 Is <br />$20,000.00 <br />$20,000 <br />O Is <br />$10,000.00 <br />s0 <br />O Is <br />$10,000.00 <br />so <br />1 Is <br />$5,000.00 <br />$5,000 <br />01s, <br />$20,000.00 <br />$0 <br />$70,000 <br />3 Strip Top Soil & Overburden <br />21,836 cy <br />$2.00 <br />$43,700 <br />3,054 cy <br />$2.00 <br />$6,100 <br />20,055 cy <br />$2.00 <br />$40,100 <br />9,526 cy <br />$2.00 <br />$19,100 <br />5,586 cy <br />$2.00 <br />$11,200 <br />1,675 cy <br />$2.00 <br />$3,400 <br />5,810 cy <br />$2.00 <br />$11,600 <br />1,500 cy <br />$2.00 <br />$3,000 <br />$138,200 <br />4 Excavate and Backfill Cutoff Trench <br />0 cy <br />$5.00 <br />$0 <br />0 cy <br />$5.00 <br />$0 <br />59,966 cy <br />$5.00 <br />$299,800 <br />0 cy <br />$5.00 <br />$0 <br />0 cy <br />$5.00 <br />SO <br />0 cy <br />$5.00 <br />$0 <br />83,519 cy <br />$5.00 <br />$417,600 <br />0 cy <br />$5.00 <br />$0 <br />$717,400 <br />5 Slurry Cutoff Trench <br />103,695 fsf <br />$6.00 <br />$622,200 <br />23,500 fsf <br />56.00 <br />$141,000 <br />0 fsf <br />$6.00 <br />$0 <br />51,525 fsf <br />$6.00 <br />$309,200 <br />61,262 fsf <br />$6.00 <br />$367,600 <br />0 fsf <br />$6.00 <br />$0 <br />0 fsf <br />$6.00 <br />$o <br />0 fsf <br />$6.00 <br />$0 <br />$1,440,000 <br />6 Sand Filter/Drainage Blanket <br />17,020 cy <br />$20.00 <br />$340,400 <br />3,494 cy <br />$20.00 <br />$69,900 <br />14,347 cy <br />$20.00 <br />$286,900 <br />15,620 cy <br />$20.00 <br />$312,400 <br />4,060 cy <br />$20.00 <br />$81,200 <br />270 cy <br />$20.00 <br />$5,400 <br />572 cy <br />$20.00 <br />$11,400 <br />0 cy <br />$20.00 <br />$0 <br />$1,107,600 <br />7 F & I Toe Drain & Fitter <br />3,700 If <br />$30.00 <br />$111,000 <br />820 If <br />$30.00 <br />$24,600 <br />2,800 If <br />$30.00 <br />$84,000 <br />1,900 If <br />$30.00 <br />$57,000 <br />2,300 If <br />$30.00 <br />$69,000 <br />150 If <br />$30.00 <br />$4,500 <br />1,550 If <br />$30.00 <br />$46,500 <br />0 If <br />$30.00 <br />$0 <br />$396,600 <br />8 Construct Earthfill Embankment <br />132,814 cy <br />$100 <br />$398,400 <br />27,096 cy <br />$3,00 <br />$81,300 <br />656,539 cy <br />$3.00 <br />$1,969,600 <br />130,273 cy <br />$3.00 <br />$300,800 <br />61,057 cy <br />$3.00 <br />$183,200 <br />19,295 cy <br />$3.00 <br />$57,900 <br />53,240 cy <br />$3.00 <br />$159,700 <br />0 cy <br />$3.00 <br />$0 <br />$3,240,900 <br />9 Remove Existing Concrete Facing <br />0 sy <br />$1.50 <br />$0 <br />0 sy <br />$1.50 <br />$0 <br />0 sy <br />$1.50 <br />$0 <br />7,562 sy <br />$1.50 <br />$11,300 <br />0 By <br />$1.50 <br />so <br />0 sy <br />$1.50 <br />$0 <br />0 sy <br />$1.50 <br />$0 <br />0 sy <br />$1.50 <br />so <br />$11,300 <br />10 Trim Upstream Slope <br />0 cy <br />$2.00 <br />$0 <br />0 cy <br />$2.00 <br />$0 <br />0 cy <br />$2.00 <br />$0 <br />28,124 cy <br />$2.00 <br />$56,200 <br />0 cy <br />$2.00 <br />so <br />4,600 cy <br />$2.00 <br />$9,200 <br />0 cy <br />$2.00 <br />$0 <br />0 cy <br />$2.00 <br />$0 <br />$65,400 <br />11 F & I Upstream Slope Protection Bedding <br />0 cy <br />$0.00 <br />$0 <br />0 cy <br />$0.00 <br />$0 <br />0 cy <br />$0.00 <br />$0 <br />0 cy <br />$0.00 <br />s0 <br />0 cy <br />$0.00 <br />so <br />0 cy <br />$0.00 <br />$0 <br />0 cy <br />$0.00 <br />$0 <br />0 cy <br />$0.00 <br />$0 <br />$0 <br />12 F & I Upstream Slope Protection <br />9,022 cy <br />$39.00 <br />$351,900 <br />1,870 cy <br />$3900 <br />$72,900 <br />36,571 cy <br />$39.00 <br />$1,426,300 <br />16,506 cy <br />$39.00 <br />$643.700 <br />7,487 cy <br />$39.00 <br />$292,000 <br />1,680 cy <br />$39.00 <br />$65,500 <br />10,688 cy <br />$39.00 <br />$416,800 <br />0 cy <br />$39.00 <br />$0 <br />$3,269.100 <br />13 Monitoring Piezometers <br />730 If <br />$1200 <br />$8,800 <br />150 If <br />$12.00 <br />$1,800 <br />880 If <br />$12.00 <br />$10,600 <br />940 If <br />512.00 <br />$11,300 <br />480 If <br />$12.00 <br />$5,600 <br />290 If <br />$12.00 <br />$3,500 <br />0 If <br />$12.00 <br />$o <br />0 If <br />$12.00 <br />$0 <br />$41,800 <br />14 Replace Topsoil and Seed <br />30,020 sy <br />$015 <br />$22,500 <br />6,800 sy <br />$075 <br />$5,200 <br />37,790 sy <br />$0.75 <br />$28,300 <br />18,700 sy <br />$0.75 <br />$14,000 <br />17,710 sy <br />$0.75 <br />$13,300 <br />5,650 sy <br />$0.75 <br />$4,400 <br />16,230 sy <br />$0.75 <br />$12,200 <br />9,200 sy <br />$0.75 <br />$6,900 <br />$106,800 <br />15 Excavate & Backfill Outlet Conduct Trench <br />230 If <br />$40.00 <br />$9,200 <br />0 If <br />$40.00 <br />$0 <br />0 If <br />$40.00 <br />$0 <br />0 If <br />$40.00 <br />$0 <br />0 If <br />$40.00 <br />s0 <br />0 if <br />$40.00 <br />s0 <br />0 If <br />$40.00 <br />$0 <br />0 If <br />$40.00 <br />$0 <br />$9,200 <br />16 Concrete for Outlet Works Conduit <br />150 cy <br />$400.00 <br />$60,000 <br />0 cy <br />$40000 <br />$0 <br />0 cy <br />$400.00 <br />$o <br />0 cy <br />$400.00 <br />$0 <br />0 cy <br />$400.00 <br />s0 <br />95 cy <br />$400.00 <br />$38,000 <br />0 cy <br />$400.00 <br />$0 <br />0 cy <br />$400.00 <br />$0 <br />$98,000 <br />17 F & I Secondary Outlet Pipe - 30' Dia. Steel <br />230 If <br />$150.00 <br />$34,500 <br />0 If <br />$150.00 <br />$0 <br />0 If <br />$150.00 <br />$0 <br />0 If <br />$150.00 <br />$0 <br />0 If <br />$150.00 <br />s0 <br />0 If <br />$150.00 <br />$0 <br />0 If <br />$150.00 <br />$0 <br />0 If <br />$150.00 <br />$0 <br />$34,500 <br />18 Intake, Outlet Structures for Outlet Works <br />22 cy <br />$400.00 <br />$8,800 <br />0 cy <br />$400.00 <br />$0 <br />0 cy <br />$400.00 <br />$0 <br />0 cy <br />$400.00 <br />$0 <br />0 cy <br />$400.00 <br />s0 <br />70 cy <br />$400.00 <br />$28,000 <br />0 cy <br />$400.00 <br />$0 <br />0 cy <br />$400.00 <br />$0 <br />$36,800 <br />19 F & I Outlet Gate and Operator <br />1 Is <br />$20,000.00 <br />$20,000 <br />0 Is <br />$20,000.00 <br />$0 <br />0 Is <br />$2QOW.00 <br />$0 <br />0 Is <br />$20,000.00 <br />$0 <br />0 Is <br />$20,000.00 <br />so <br />0 Is <br />$20,000.00 <br />$0 <br />0 Is <br />$20,000.00 <br />$0 <br />0 Is <br />$20,000.00 <br />$0 <br />$20,000 <br />20 Misc Steel Work- Trash Racks, Etc. <br />1 Is <br />$5,000.00 <br />$5,000 <br />0 Is <br />$5,000.00 <br />$0 <br />0 Is <br />$5,000.00 <br />$0 <br />0 Is <br />$5,000.00 <br />$0 <br />0 Is <br />$5,000.00 <br />so <br />0 Is <br />$5,000.00 <br />$0 <br />0 Is <br />$5,000.00 <br />$0 <br />0 Is <br />$5,000.00 <br />s0 <br />$5,000 <br />21 Raise Main Outlet Tower and Extend Catwa* <br />O is <br />$26,000.00 <br />s0 <br />0 Is <br />$26,000.00 <br />$0 <br />0 Is <br />$26,000.00 <br />$o <br />0 Is <br />$26,000.00 <br />$0 <br />0 Is <br />$26,000.00 <br />s0 <br />O is <br />$37,000.00 <br />$0 <br />O Is <br />$26,000.00 <br />$0 <br />O Is <br />$26,000.00 <br />$0 <br />s0 <br />22 Raise Inlet Canal Banks <br />0 cy <br />$4.00 <br />$0 <br />0 cy <br />$4,00 <br />$0 <br />0 cy <br />$4.00 <br />$0 <br />0 cy <br />$4.00 <br />$0 <br />0 cy <br />$4.00 <br />so <br />0 cy <br />$4.00 <br />$0 <br />0 cy <br />$4.00 <br />s0 <br />9,600 cy <br />$4.00 <br />$38,400 <br />$38,400 <br />23 Excavate for Inlet Canal Relocation <br />0 cy <br />$2.00 <br />$0 <br />0 cy <br />$2.00 <br />$0 <br />0 cy <br />$2.00 <br />$0 <br />0 cy <br />$2.00 <br />$0 <br />0 cy <br />$2.00 <br />so <br />0 cy <br />$2.00 <br />$0 <br />0 cy <br />$2.00 <br />$o <br />150,000 cy <br />$2.00 <br />$300,000 <br />$300,000 <br />24 Raise Spillway Crest - Soil Cement <br />0 cy <br />$40.00 <br />$0 <br />0 cy <br />$40.00 <br />$o <br />0 cy <br />$40.00 <br />$0 <br />0 cy <br />$40.00 <br />$0 <br />0 cy <br />$40.00 <br />so <br />0 cy <br />$40.00 <br />$0 <br />1,300 cy <br />$40.00 <br />$52,000 <br />0 cy <br />$40.00 <br />$0 <br />$52,000 <br />25 Relocate County Roads & Bridge <br />0 cy <br />$0.00 <br />$0 <br />0 cy <br />$0.00 <br />$0 <br />0 cy <br />$0.00 <br />$0 <br />0 cy <br />$0.00 <br />$0 <br />0 cy <br />$0.00 <br />so <br />0 cy <br />$0.00 <br />$0 <br />0 cy <br />$0.00 <br />$0 <br />1 cy <br />$800,000.00 <br />$800,000 <br />$800,000 <br />2615 % Miscellaneous Unscheduled Work Items <br />1 I <br />$415,300 <br />$415,300 <br />1 I <br />581,600 <br />$81,600 <br />1 I <br />5849,100 <br />$849,100 <br />1 I <br />$385,000 <br />$385,000 <br />1 I <br />$210,700 <br />$210,700 <br />1 I <br />$44,000 <br />$44,000 <br />1 I <br />$232;600 <br />$232,600 <br />Ols <br />$239,700 <br />s0 <br />$2,218,300 <br />Subtotal Dam Embankment (Items 1 -14) <br />$1,938,900 <br />$407,800 <br />$4,245,600 <br />$1,925,000 <br />$1,053,300 <br />$153,800 <br />$1,110,800 <br />$59,900 <br />$10,895,100 <br />Subtotal Inlet and Outlet (items 15 - 23) <br />$137,500 <br />$0 <br />$0 <br />$0 <br />s0 <br />$66,000 <br />$0 <br />$338,400 <br />$541,900 <br />Subtotal Emergency Spillway (Item 24) <br />SO <br />$0 <br />$o <br />$0 <br />So <br />$0 <br />$52,000 <br />$0 <br />$52,000 <br />Miscellaneous (Items 2526) <br />$415,300 <br />$81,600 <br />$849,100 <br />$385,000 <br />$210,700 <br />$44,000 <br />$232,600 <br />$800,000 <br />$3,018,300 <br />Base Construction Costs - Subtotal <br />$2,491,700 <br />$489,400 <br />$5,094,700 <br />$2,310,000 <br />$1,264,000 <br />$263,800 <br />$1,395,400 <br />$1,198,300 <br />$14,507,300 <br />Construction Contingency: <br />15.00% <br />_ <br />$373,800 <br />$73,400 <br />_ <br />$764,200 <br />$346,500 <br />$189,600 <br />$39,600 <br />$209,300 <br />$179,700 <br />$2,176.100 <br />Base Construction Costs - Total <br />$2,865,500 <br />$562,800 <br />$5,858,900 <br />$2,656,500 <br />$1,463,600 <br />$303,400 <br />$1,604,700 <br />$1,378,000 <br />$16,683,400 <br />Engineering and Inspection: <br />7.00% <br />$200,600 <br />$39,400 <br />_ <br />$410,100 <br />$186,000 <br />$101,800 <br />$21,200 <br />$112,300 <br />1 $96,500 <br />$1,167,900 <br />Total Project Costs <br />$3,066,100 <br />$602,200 <br />$6,269,600 <br />$2,842,500 <br />$1,555,400 <br />$324,600 <br />$1,717,000 <br />$1,474,500 <br />$17,851,300 <br />